92-12_2_Redacted

NORTH CAROLINA
Department of Environmental Qual

Martin Marietta Materials, Inc.
Fuquay Quarry (Permit No. 92-12) - Monitoring Wells
Re.•ised. 0528110
Monitoring Well MW-1
Ref. Elevation (ft) _> 402.14
Monitoring Well MW-2
Ref. Elevation (ft) _> 397.75
Monitoring Well MW-3
Ref. Elevation (ft) _> 339.15
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
M.S.L.
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
M.S.L.
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
M.S.L.
DATE
03/01/10
25.5
376.6
56.8
343.7
10.5
356.8
11
Martin Marietta Materials, Inc.
Fuquay Quarry - Precipitation and Discharge Data - 2010
Revised: 0528110
Precipitation
Discharge
Month
in
(MGD
January
2.81
0.067
Febmary
2.15
March
2.87
April
Mav
June
July
August
Se [ember
October
ovember
December

Martin Marietta Materials, Inc.
Fuquay Quarry (Permit No. 92-12) - Monitoring Wells
aaaa,
Rertsed. 12109108
Monitoring Well MW-I
Monitoring Well MW-2
Monitoring Well MW-3
Ref. Elevation (ft) _> 402.14
Ref. Elevation (ft) _> 397.75
Ref. Elevation (ft) => 339.15
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
M.S.L.
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
M.S.L.
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
M.S.L.
DATE
03/10/08
18.4
383.7
50.3
350.2
9.1
358.1
06/16/08
18.4
383.7
503
3502
9.1
358.1
09/15/08
21.7
380.4
54.4
346.1
11.0
356.3
Martin Marietta Materials, Inc.
Fuquay Quarry - Precipitation and Discharge Data - 2008
Revised. 12109108
Precipitation
Discharge
Month 11
(in)
I (MGD)
January
0.70
0.005
February
2.57
March
438
April
4.17
0.002
Mav
2.98
June
1.95
July
4.63
0.003
Aueust
4.20
September
8.20
October
November
December

Martin Marietta Materials, Inc.
Fuquay Quarry (Permit No. 92-12) - Monitoring Wells
Herbed: 02106,09
Monitoring Well MW-1
Monitoring Well MW-2
Monitoring Well M\V-3
Ref. Elevation (ft) _> 402.14
Ref. Elevation (ft) ==> 397.75
Ref. Elevation (ft) => 339.15
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
M.S.L.
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
M.S.L.
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
61S.L.
DATE
03/10/08
18.4
383.7
50.3
350.2
9.1
358.1
06/16/08
18.4
383.7
50.3
350.2
9.1
358.1
09/15/08
21.7
380.4
54.4
346.1
11.0
356.3
12/08/08
1 22.8
379.3
1 52.1
348.4
1 11.4
355.9
Martin Marietta Materials, Inc.
Fuquay Quarry - Precipitation and Discharge Data - 2008
Re,ised: 02106109
FF Precipitation
Discharge
Month
(in)
(MGD)
January
0.70
0.005
February
257
March
438
April
4.17
0.002
Mav
2.98
June
1.95
July
4.63
0.003
August
1 4.20
September
8.20
October
1.62
0.002
November
3.95
December
3.50

Martin Mariett rials, Inc.
Fuquay Quarry (Permit NQ. 992-12) Monitoring Wells
Revised. 05101107
Monitoring Well MW-1
Ref. Elevation (ft) __> 402.14
Monitoring Well MW-2
Ref. Elevation (ft) __> 400.45
Monitoring Well MW-3
Ref. Elevation (ft) __> 367.25
Water Level (ft)
Water Elev. (ft)
Water Level (ft)
Water Elev. (ft)
Water Level (ft)
Water Elev. (ft)
DATE
Below Ref. Elev.
M.S.L.
Below Ref. Elev.
M.S.L.
Below Ref. Elev.
M.S.L.
03/05/07
19.4
382.7
45.9
354.6
10.1
357.2
Martin Marietta Materials, Inc.
Fuquay Quarry - Precipitation and Discharge Data - 2007
Revised. 05101107
Precipitation
Discharge
Month
(in)
(MGD)
January
3.62
0.002
February
1.66
March
3.94
April
May
June
July
August
September
October
ovember
December

Martin Marietta Materials, Inc.
Fuquay Quarry (Permit No. 92-12) - Monitoring Wells
Revised: 08115108
Monitoring Well M`r\'-I
Ref. Elevation (ft) _> 402.14
Monitoring Well MW-2
Ref. Elevation (ft) _> 397.75
Monitoring Well MW-3
Ref. Elevation ft) > 339.15
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
M.S.L.
Water Level (ft)
Below Ref. Elev.
Water Elev. (ft)
M.S.L.
Water Level (ft)
Below Ref Rev.
Water Elev. (ft)
M.S.L.
DATE
03/10/08
06/16/08
18.4
18.4
383.7
383.7
50.3
1 50.3
350.2
350.2
9.1
1 9.1
358.1
358.1
Martin Marietta Materials, Inc.
Fuquay Quarry - Precipitation and Discharge Data - 2008
Revised: 08115108
Precipitation
Discharge
Month
(in)
(MGD)
January
0.70
0.005
February
2.57
March
4.38
April
4.17 _
0.002
May
2.98
June
1.95
Jul
Au ust
September
October
November
December

r�
North Carolina Department of Environment and Natural Resources,
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT
(PERMITTED MINE)
1. MINE NAME G 0 ivy 2. MINING PERMIT # 412 - \ Z.
3. OPERATOR4. COUNTY wm%%
5. ADDRESS 2-410 22-
6. PERMIT EXPIRATION DATE-1C7.�. xr�� 7. RIVER BASINGn �c..�,z"21�3 ��I
8. Person(s) contacted at site _�S l
9. Was mine operating at time of inspection? C]-Yes ❑ No 10. Pictures? ❑ Yes IS. No
11. Date last inspected: !n / to,/z �, >Z 12. Any mining since last inspection? ❑O i Yes ❑ No
13. Is the mine in compliance with the Operating Conditions of the Permit? © Yes ❑ No
If no, explain:
14. Is the mine in compliance with the Reclamation Conditions of the Permit? �. Yes ❑ No
If no, explain:
15. Did any of the above deficiencies result in offsite damage? ❑ Yes 4-No If yes, describe the
type and severity of the damage:
16. Corrective measures needed and/or taken:
17. Other recommendations and comments: c�aserm �•r -i -r c>
c•I�T.Ct'•S5 '1 �.1 C �-�c-�.-lr-.•c f.J !',�i2.2:...i, ���.�c'.rt �-'I t"3. c�1 ...1 �w�STF1 i_�_. Fl;'';'"c`_-1c��:.- h_i'1
Q_- _ Mi-_R'S�.YTa=ri tvN:.J 4.. Y^t".1 .�'w. 1 ! "M(�. i� �� \�'I�"�/�V• l iZ: >. �..��C..]k.a2. r�.lG
n Tqj.: - -,Ti niw .11L•C...a -JL-J
18. Is the Annual Reclamation Report +/-map accurate? x❑ Yes ❑ No (Explain) ❑ Not Reviewed
C'1k1'rl-,� Y3.0 C2�-ui. 1P1(?r1T�.'-1"
19. Follow-up inspection needed? ❑ Yes F�No -"Proposed-date—_.L /
20. No. of additional pages of Inspection Report;. 21. Copy of Report sent to operator (v Z..) fi
(date)
INSPECTED BY: 7.> _ \�. �( C: S. DATE �D / l ol /
Telephone No: (9 0)) -:1 Ck
White copy to file Yellow copy to operator Pink copy to Mining Specialist 10197

,--a ����
��,�'�,
,�N 21 �1��1

It
i
`-Slate of North Carolina
Department of Environment
and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Charles H. Gardner, P.G., P.E.
Director and State Geologist
November 10, 1997
Mr. Mitch Scott
Martin Marietta Materials
P.O. Box 30013
Raleigh, North Carolina 27622-0013
RE: Permit No. 92-12
Fuquay Quarry
Wake County
Cape Fear River Basin
Dear Mr. Scott:
NC®N
NoR CMouN DEPPRTMENi or
ENVIRONMENT/ D N/ RA RESOURCES
Your recent request to have the above referenced mining
permit modified has been approved. The modification is to reduce
the ground water level monitoring from bimonthly to quarterly.
permit for future reference. The expiration date,.mine name and
permit number on the permit document shall remain the same as
before this modification.
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
regulations lies with you.
As a reminder, your permitted acreage at this site is 215
acres and the amount of land you are approved to disturb is 75
acres.
Geological Survey Section
[phone]
FAX: (919)733-,0900
Land Quality Section
[phone]
FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer 50% Recycled / 10% Post -Consumer Paper

Mr. Scott
Page Two
Please advise this office at [phone] should you have
any questions concerning this matter.
Sincerely,
allr� cd, -,I " e,
Charles H.:Gardner, P.G., P.E.
CHG/jw
CC: Mr. John Holley, P.E.
Ms. Barbara Rote-WRC
Mr. Bradley Bennett-DWQ

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
June 19, 1997
Mr. Steve Whitt
Martin Marietta Aggregates
P.O. Box 30013
Raleigh, North Carolina 27622
RE: Permit No. 92-12
Fuquay Quarry
Wake County
Cape Fear River Basin
Dear Mr. Whitt:
AI LTI.K;WA
la
IDEHNR
Your recent request to have the above referenced mining
permit modified has been approved. The modification is to allow
the construction of a new berm and its associated erosion and
sedimentation control measures as indicated on the llx17 Berm
Addition map and revised Mine Map dated January 23, 1997 and the
_.supplemental information submitted to the Land Quality Section on
April 25, 1997. A copy of the modified permit is enclosed.
The conditions in.the modified permit were based primarily
upon the initial application. Modifications were made as
indicated by the modification request and as required to insure
compliance with The Mining Act of 1971. The -expiration date,
mine name and permit number shall remain the same as before the
modification.
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
regulations lies with you.
As a reminder, your permitted acreage at this site is 215
acres and the amount of land you are approved to disturb is 75
acres.
)logical Survey Section
[phone]
FAX: [phone]
Land Quality Section
[phone]
FAX: [phone]
Geodetic Survey Section
[phone]
FAX: [phone]
Q�v P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

Mr. Whitt
June 19, 1997
Page 2
Please be advised that this mining permit will expire on
July 17, 1997. A request for renewal must be received by this
office prior to this date.
Please review the modified permit and advise this office at
[phone] should you have any questions concerning this
matter.
Sincerely,
Tracy E. Davis, P.E.
State Mining Specialist
Land Quality Section
TED/tls
Enclosures
cc: Mr. John L. Holley, P.E.
Ms. Barbara Rote-WRC, w/enclosures
Mr. Bradley Bennett-DWQ, w/enclosures

u
DEPARTMENT OF ENVIRONMENT,
HEALTH 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:
Martin Marietta Aggregates
- - - ---Fuquay ..Quarry
Wake County - Permit No. 92-12
for the operation of a
Crushed Stone Quarry
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.
MINING PERMIT EXPIRATION DATE: July 17, 1997

Page 2 of 12
In accordance with the application for this mining permit, which is
hereby approved by the Department of Environment, Health 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
March 31, 1988: This permit has been modified to include the revisions
to the Sediment and Erosion Control Plan dated January 19, 1988 and
revised February 4, 1988.

Page 3 of 12
May 2, 1990: This permit has been modified to allow the relocation of
the entrance road and revisions to the corresponding erosion and
sedimentation control measures as per the Mine Plan - Sediment and
Erosion Plan revised March 22, 1990.
November 21, 1990: This permit has been modified to allow the
construction of two vegetated earthen berms along the abandoned railway
as per the modification request letter and revised Mine map - Sediment
and Erosion Control Plan dated August 13, 1990 and the supplemental
information dated.October 22, 1990.
November 14, 1995: This permit has been modified to allow the
construction of a closed loop settling cell system as indicated on the
Mine Map - Sediment and Erosion Control Plan last revised September 28,
1995.
May 6, 1996: This permit has been modified to reduce the length of
access road that must be paved from 4,000 feet to 2,000 feet per the
permittee's request. '
June 13, 1997: This permit has been modified to allow the construction
of a new berm and its associated erosion and sedimentation control
measures as indicated on the 11x17 Berm Addition map and revised Mine
Map dated January 23, 1997 and the supplemental information submitted
to the Land Quality Section on April 25, 1997.
Expiration Date
This permit shall be effective from the date of its issuance until July
17, 1997.
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:
OPERATING CONDITIONS:
1. Wastewater and Quarry Dewatering
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.

Page 4 of 12
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. Air Quality and Dust Control
A. Any mining related process producing air contaminant
emissions including fugitive dust shall be subject to the
requirements and rules promulgated by the N.C. Environmental
Management Commission and enforced by the Division of Air
Quality.
B. The permanent access (plant entrance) road shall be paved for
a minimum of 2000 lineaY feet from its junction -with SR 1119.
During quarry operation, water trucks or other means that may
be necessary shall be utilized to prevent dust from leaving
the permitted area.
3. Buffer Zones
A. 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.
B. Sufficient buffer shall be maintained between any affected
land and any adjoining waterway or wetland to prevent
sedimentation of that waterway wetland from erosion of the
affected land and to preserve the integrity of the natural
watercourse or wetland.
C. The buffer zones shown on the Mine Map - Sediment and Erosion
Control Plan last revised January 23, 1997 shall be
maintained to prevent caving of any adjoining property. These
buffer zones, with the exception of the installation of
required sediment control measures and earthen berms, shall
remain undisturbed.
4. Erosion and Sediment Control
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 or natural watercourse in proximity to the
affected land.

Page 5 of 12
B. The Mine Map - Sediment and Erosion Control Plan, last
revised September 28, 1995 shall be followed.
C. All sediment basins corresponding to the two berm additions
shall be constructed as per the details submitted with the
modification request letter and revised Mine Map - Sediment and
Erosion Control Plan dated August 13, 1990 and supplemental
information dated October 22, 1990 with the exception that
NCDOT No. 5 washed stone shall be placed 12 inch thick on the
upstream face of the NCDOT Class "B" stone filter.
D. A suitable rip -rap dissipator shall be provided at the pipe
outlet from the pit clarification pond. The receiving channel
shall be armored for a minimum distance of six feet.
E. The erosion and sedimentation control measures, associated with
the construction of a new berm, shall be constructed and
maintained as indicated on the 11x17 Berm Addition map and
revised Mine Map dated `January 23, 1997 and the supplemental
information submitted to the Land Quality Section on April 25,
1997.
F. An erosion and sediment control plan(s) shall be submitted to
the Department for approval prior to any land disturbing
activities not indicated on the revised erosion control plan or
mine maps submitted with the approved application for a mining
permit and any approved revisions to it. Such areas include,
but are not limited to, expansion outside of the approved pit
area, creek crossings, or expansion of overburden disposal
areas.
5. Groundwater Protection
A. Groundwater observation wells shall be monitored at least 30
days prior to initiating any excavations of consolidated
material (rock) in the initial pit area to allow for the
determination of pre-existing (static) groundwater levels.
B. The observation wells shall be drilled wells cased into
consolidated rock and grouted to the surface. The wells
(boreholes) shall be extended at least,50 feet below static
water level, or at least 50 feet into unweathered rock,
whichever is deeper. The wells shall be secured against
unauthorized entry with a lockable cap. The necessary permits
or approvals to construct these wells shall be obtained from
the N.C. Division of Water Quality, Groundwater Section.

Page.6 of 12
C. The observation wells shall be monitored twice a month
(bimonthly) at the same day and approximate time of day for
twelve (12) consecutive months following the installation of
the wells. The static water levels shall be measured with an
accuracy of plus or minus 0.1 foot and shall be referenced to
a datum point and a record of the water levels maintained. The
bimonthly precipitation and the volume of pit water discharge
shall also be recorded. Copies of these records shall be
provided to the Department on or about the end of each month.
Static water level monitoring frequency may be increased or
decreased following the initial twelve (12) month period as
deemed appropriate by the Department.
6. Graded Slopes and Fills
A. 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 groundcover, devices or
structures sufficient to restrain such erosion.
B. Overburden cut slopes along the perimeter of any pit expansion
conducted after November 14, 1995 shall be graded to a minimum
2 horizontal to 1 vertical or flatter and shall be stabilized
within 60 days of completion. Furthermore, a minimum ten (10)
foot wide horizontal safety bench shall.be,..provided at the top
of the rock and at the toe of any overburden slope constructed
_after November 14, 1995.
C. overburden cut slopes along the perimeter of the pit shall be
graded to a minimum 2 horizontal to 1 vertical and shall be
stabilized within 30 days of completion.
7. Surface Drainage
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. Blasting
The operator shall provide to the Department a copy of the findings
of any seismic studies conducted at this facility. The operator
shall make every .reasonable effort to incorporate the studies'
recommendations into the production blasting program.

Page 7 of 12
The following blasting conditions shall be observed by the operator
to prevent hazard to persons and adjacent property from thrown rock
or vibrations:
A. In all blasting operations, except as hereinafter otherwise
provided, the maximum peak particle velocity of any component
of ground motion shall not exceed 1 inch per second at the
immediate location of any building outside of the permitted
area regularly occupied by human beings such as dwelling house,
church, school, public building, or commercial or institutional
building outside of the permitted area. The operator shall
monitor each blast with a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear
(DBL) as measured at the immediate location of any regularly
occupied building outside of the permitted area such as any
dwelling house, church, school, public building, or commercial
or institutional building. . If vibration/airblast limits are
exceeded, -the operator shall immediately report the event with
causes and corrective actions to the Department. Use of
explosives at the blast site that produced the excessive
reading shall cease until corrective actions approved by the
Department have been taken. However, blasting may occur in
other approved areas within the permitted boundary.
Authorization to blast at the blast site may be granted at the
time of the verbal reporting of the high airblast reading if
,the circumstances justify verbal approval. Failure to report
will constitute a permit violation.
C. The operator shall take all reasonable precautions to insure
that flyrock is not thrown beyond areas where the access is
temporarily or permanently guarded by the operator. Should
flyrock occur beyond the permitted and guarded area, or the
level in'Item A. above is exceeded, the operator shall report
the incident to the Department immediately and further use of
explosive at the site shall be immediately suspended until the
following actions have been taken:
1. A thorough investigation as to the cause(s) of the
incident shall be conducted.
2. A satisfactory report detailing the investigation shall be
provided to the Department within 10 days of the incident.
Said report shall, at a minimum, document the cause(s) of
the incident along with technical and management actions
that will be taken to prevent further incidents.
The report shall meet with the approval of the Department
before blasting may resume at the site. Failure to take
corrective measures to prevent flyrock and repeated instances
of flyrock shall be considered a violation of this permit.

Page 8 of 12
D. The operator shall maintain records on each individual blast
describing: the total number of holes; pattern of holes and
delay of intervals; depth and size of holes; type and total
pounds of explosives; maximum pounds per delay interval; amount
of stemming and burden for each hole; blast location; distance
from blast to closest off -site occupied structure; and weather
conditions at the time of the blast. Records shall be
maintained at the permittee's mine office and copies shall be
provided to the Department upon request.
E. The operator shall, when requested by the Department, give 24
hour advance notice to the Land Quality Section prior to any
blast during a period for which notice is requested.
9. High Wall Barrier
A physical barrier consisting of large boulders placed end-to-end.or
fencing shall be maintained at all times around the perimeter of any
highwall to prevent inadvertent public access. In addition, a
minimum 10 foot wide horizontal safety bench shall be provided at
the junction between the top of rock and the toe of any overburden
cut slope constructed after November 14, 1995.
10. Visual Screening
A. Existing vegetation shall be maintained between the mine and
public thoroughfares to screen the operation from the public.
Additional screening methods, such as constructing earthen
berms, shall be employed as deemed appropriate by the
Department.
B. Berms shall be located and constructed as per the modification
request letter and- revised Mine Map .-_..Sediment-.and_ Erosion
Control Plan dated August 13, 1990 and the supplemental
information dated October 22, 1990.
C. The berm addition and its associated erosion and sedimentation
control measures shall be located and constructed as indicated
on the 11x17 Berm Addition map and revised Mine -'Map dated
January 23, 1997 and the supplemental information submitted to
the Land Quality Section on.April 25, 1997.
D. In addition to grasses, loblolly and/or Virginia pines or other
acceptable species shall be planted as deemed appropriate by
the Department to improve visual and noise buffering.

Page 9 of 12
11. Plan Modification
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.
12. 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, Health 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.
13. Annual Reclamation Report
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.
14. Bonding
The security which was posted pursuant to N.C.G.S. 74-54..n 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. Archaeological Resources
Authorized representatives of the Division of Archives and History
shall be granted access to the site to determine the presence of
significant archaeological resources.

Page 10 of 12
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 By 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 per$ons 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 allow the quarry excavation to fill
with water, provide a permanent barricade (fence) along the top of
any highwall, and grade and revegetate any areas in unconsolidated
material.

Page 11 of 12
2. The specifications for surface gradient restoration to a surface
suitable for the planned future use areas follows:
A. All areas of unconsolidated material such as overburden or
waste piles shall be graded to a 2 horizontal to 1 vertical or
flatter slope and terraced as necessary to insure slope
stability.
B. Any settling ponds and sediment control basins shall be
backfilled, graded, and stabilized or cleaned out and made into
acceptable lake areas.
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 Conditions Nos. 12.A. and B.
F. The affected land shall be graded to prevent the collection of
noxious or foul water.
3. Revegetation Plan:
Disturbed areas shall be permanently revegetated according to the
Seeding Schedule and Seedbed Preparation Notes prepared by Little
and Little dated March 21, 1990.
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.

Page 12 of 12
This permit, issued July 17, 1987 and modified March 31, 1988, May
2, 1990, November 21, 1990, November 14, 1995 and May 6, 1996, is
hereby modified this 13th day of June, 1997 pursuant to G.S. 74-52.
<<!-
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
of the Department of Environment, Health and Natural. Resources

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I� JUN 05 '97 03:04PM "
DIVISION OF SAND RESOURCES
May 15, 1997
MEMORANDUM
TO: Tony Sample, Asst. Mining specialist
FROM: Tim Holland, Assistant Regional Enginee4'
THROUGH: John Holley, Regional Engi
SUBJECT: Fuquay Quarry
Wake Co.
I have reviewed the additional information submitted
subject mine application. The information appears to be adequate.
F o n.- lFi7%
kcv'4' S

/ wr.y.n.,. wNII'y�yirvrpv..:•vT.....- U"- .'d;,r ... ^......r....•.
DATE TO ASSISTANT.'-AQ— %p/-y
LOGGED IN. '/ p V
DATE WUSAN
MINING CHECKLIST FOR ROUTING
Company Project Name
Permit No. 9Z-/L County 1-141� Date Received
Reviewer
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal ❑ Modification ❑ Transfer ❑ Release
❑ Additional Information
❑ Fee'Received: Amount
Please route to:
❑ Fee Needed
❑� Ic.'t, Field Office
\ ❑ Wildlife Resources Commission
Archives and History
er:
Date Routed c 12 /
Date Routed
Date Routed
Date Routed
suspe
not op, Date for Comments: (Date received +30 days,
+ekend)
f
-'e note the following:
Please make
White Copy to Field Office
e and return Checklist and file to Reviewer
Yellow and Pink Copies to File
Goldenrod Copy to Susan

0 -0

Martin Marietta egregates
0
P.O. Box 30013
Raleigh, North Carolina 27622-0013 .
Telephone: [phone]
April 25, 1997 GIN )(
Mr. Tracy E ayt , P.E. v
State Minin S ialist
Land Quality Section
Division of Land Resources
P.O. Box 27687
Raleigh, NC 27611-7687
Subject: Additional Requested Information
Fuquay Quarry — Permit #92-12
Berm Addition
Dear Mr. Davis:
MAY 05 1997
The attached information is submitted to your office in response to a request by Mr. Tony
Sample for additional information. The review by the Regional Office covering this facility
brought about several questions and concerns. The items addressed are as follows:
Concern - The basin located at the end of the proposed berm may need to have the outlet
sized for the 25-year storm since the berm is not going to be built all at once.
Response — The outlet has been sized for the 25-year storm event. As you can see from
the attached calculations, the 10 foot wide outlet used in the application more than
handles the 25-year flow. The calculated outlet flow depth is 0.259 ft. and the maximum
permitted outlet flow depth is 1.0 ft. Therefore this structure is adequate as submitted.
�s(sla-I
2. Concern — The pipe outlets shown on the plan needs to be protected with stone to
prevent erosion.
Response — Both of these pipes discharge into an area that drains to our pit. This is
internal erosion and no outlet stabilization should be required. We will handle any
erosion in the pit and must meet the discharge limits set in our General NPDES Permits if
any of this water is discharged. However, to address this concern I have included
calculation and design sheets for rip rap aprons at each of the outlets. If your office feels)
that they are necessary they will be installed as designed. f p�

O
Mr. Tracy E. Davis, P.E.
April 25, 1997
Page 2
Please include this information with the application that is currently being reviewed by Mr.
Sample.
Sincerely,
Steve Whitt, P.E.
Environmental Engineer
CC: Steve Chappell
Arlen Carpenter

CJ
4/24/97
S. Whitt
Fuquay Quarry
Berm Addition
Sediment Basin Outlet Sizing
Need to verify that outlet is properly sized to handle the 25-year storm.
Drainage area = 3.3 acres
C = 0.15 for seeded berm
Based on characteristics of the site the length of travel is 666 feet and the height of the most
remote point above the outlet is 50 feet. Assume overland flow on bare earth. The time of
concentration is 3.5 minutes ( taken from figure 8.03(a)).
The rainfall intensity factor taken from figure 8.03(e) is 8 in/hr using a 25-year storm at 3.5
minutes duration (must use 5 minutes).
Q=CIA
Q = (0.15) (8) (3.3)
Q = 3.96 cubic feet per second
As currently sized the outlet is 10 feet wide, has a maximum allowed depth of flow of 1 foot and
has the characteristics of a broad -crested weir.
Verify Weir Size
Basic weir equation is:
Cw = weir coefficient ( use 3 for broad crested weirs)
Q = (Cw) (L) (H)* *2/3 L = length of weir in feet
H = height of water over weir
3.96 cu.ft/sec = (3) (10) (H)**2/3
H=0.259ft .
Maximum allowed flow depth is 1.0 foot, this basin will have a flow depth of 0.259 foot.
10 foot wide weir will more than handle the 25-year storm.
There is no need to modify sediment basin outlet.

MARTIN MARIETTA A�REGATES cos
SHEET NO. OF
P.O. BOX 3001 CALCULATED BY HSS DATE
RALEIGH, NC 27622 CHECKED BY DATE
[phone] SCALE

MARTIN MARIETTA AWREGATES
P.O. BOX 3001
RALEIGH, NC 27622
[phone]
JOB
SHEET NO. OF
CALCULATED BY H ES DATE
CHECKED BY DATE
SCALE

0
s
N.C. Department of Environment, Health, and Natural Resources
Division of Land Resources, Land Quality Section
12 Telephone Log
Ditc:-3i U i—? % sheet _l of 1
Ttrne: 25l) ❑ am, Call: Placed 04eccivcd ❑
n Returned ❑
1. Project:ro2 L4� County: Ur/Ir'
2. Conversation with: v� 4 ` # Telephone: ( )
3. Affiliation; A
<. Content of conversvuon:
(• i S cue 7�.6a, SG A ✓ fti /3u-,._ ,

L7
DIVISION OF LAND RESOURCES
February 25, 1997
MEMORANDUM
TO: Tony Sample, Assistant Min' g ecialist
FROM: John Holley, Regional Engin
lex—w
SUBJECT: Proposed Modification, Fuquay Qua y (92-12)
Wake County
As, requested, we have completed a review of the submitted
information, and I offer the following comments for your
consideration:
Although sediment control should not be problematic at this
site and the proposed measures should adequately address any
potential sedimentation associated with the project, the
devices have not been designed for the 25-year storm event as
you typically require. Further, will any permanent drainage
ditches be required to direct runoff to the proposed culverts,
and will they require special stabilization? Lastly, will
outlet protection be necessary for the proposed culverts?
Based on the submitted data, it appears that immediate outlet
erosion should be addressed to prevent undermining of the
structures, even though the discharge will ultimately reach the
pit.
DWQ comments will be forwarded as soon as they are available. I do
not recommend approval until these issues have been addressed in
the application. If there are any questions, please advise.
JLH

State of North Cc7 Tina
Department of Environment,
Health and Natural Resources X
• L
Division of Land Resources
James B. Hunt, Governor p FEE H N F1
Jonathan B. Howes, Secretary
Charles H. Gardner, P.G., P.E. 3G31 23
Director and State Geologist �_ 0�° 9S
Januar� 0�/97p_ un
UU
MEMORANDUM MAR 19 1997 D r . ;E" ED
To: Mr. Owen Anderson By
Habitat Conservation Program -Coordinator
Wildlife Resources Commission �� �61811(4�5`�
From: Susan B. Edwards F'
Mining Program Secretary
Land Quality Section
Re: Mining Permit Modification Request for Martin Marietta Aggregates
Fuquay Quarry - Permit No. 92-12
Wake County
Please find attached for your review a copy of the mining permit
modification application for the above referenced project.
Please review this information and advise as to the probability of this
operation having unduly adverse effect on wildlife and freshwater fisheries
(G. S. 74-51 (2)). Please respond by February 27, 1997 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 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 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 OFFICE.
Your continued
greatly appreciated.
have any questions.
SBE
Attachments
cc: Mr. John Holley
Geological Survey Section
[phone]
FAX: [phone]
cooperation in the review of these type requests is
Please contact Mr. Tony Sample at [phone] if you
Land Quality Section
[phone]
FAX: [phone]
Geodetic Survey Section
[phone]
FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

n.r�....-awn.-;w.nrvey..m-.;uwwu'nb mw.�dmT�..n.(^M.rx4rric R,�, a..µi:.:nNnw+r+....a,..-(v.u..,,.v..ir+�.�,...•K-.'.,, ....J..-..�.v...,r.� ..\rr �•�
DATE TO ASSISTANT DATE jbSUSAN
LOGGED IN '' ■.
MINING CHECKLIST FOR ROUTING
Company /x►lA'0 m4rl60?. 45. Project Name FNlue--, `T
Permit No. V-I Z- County 04kDate Received
Reviewer
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal ❑ Modification ❑ Transfer ❑ Release
❑ Additional Information ❑ Fee Needed
❑v � Fee Received: Amount 4 Ag-e-0
Please route to:
❑ �re1t� 5 Field Office
Owildlife Resources Commission
* ❑ Archives and History
Date Routed /—.59— / J,
Date Routed —4?q-97
4L
Date Routed
© Other: 1.��/� ! hrk /h�t�'�+-+ 00L Date Routed
Suspense Date for Comments: Z-Z 7-97 (Date received +30 days,
not on weekend)
❑ Please note the following:
*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

Martin Mariettgoggregates
P.O. Box 30013
Raleigh, North Carolina 27622-0013
Telephone: [phone]
January 27, 19.97
Mr. Tracy E. Davis, P.E.
State Mining Specialist
Land Quality Section
Division of Land Resources
P.O. Box 27687
Raleigh, NC 27611-7687
Subject: Mine Permit Modification
Fuquay Quarry - Permit #92-12
Berm Addition
Dear Mr. Davis:
RECEIVED
DL1INR
q1.<
11!,l 2 A 1997
BAND QUALITY SECTION
Enclosed please find a completed mine permit modification to cover the construction of a new
berm at Martin Marietta's Fuquay Quarry. This berm will be located along the existing pit
expansion area limits shown on the mine map.
Included with this submittal is the following information:
1) The first 2 pages of the mine permit application complete with signature.
2) Check #99-028594 in the amount of $100.00 to cover the permit fee.
3) A modified mine map showing the location of this berm with erosion control.
4) An 1 I" x 17" detail drawing of the berm and all associated erosion control and pipes.
5) Sediment basin sizing and construction specifications.
6) Pipe sizing calculations.
As you can see from the mine map a majority of this berm drains into the existing pit. Therefore
no erosion control has been shown for this area. All runoff will enter our pit where it will be used
as process water or pumped off the property as part of our General Discharge Permit. This water
will have to meet the standards specified in the General Discharge Permit. The 30" CMP and the
54" CMP both handle off site drainage that will enter the existing pit.
The temporary diversion ditch/dike that is shown around the berm will be constructed as shown in
the Erosion and Sediment Control Planning and Design Manual. The berm will typically be 150'
wide at the base, 30' high with 2:1 slopes. This berm will be seeded using the standard seed mix
submitted with all Martin Marietta mine plans.

I

Mr. Tracy E. Davis, P.E.
January 27, 1997
Page 2
Please get in touch with this office if any additional information is needed on this matter.
Sincerely,
Steve Whitt, P.E.
Environmental Engineer
CC: Mike Jones
Steve Chappell
Arlen Carpenter

NORTH CARWNA DEPARTMENT OF ENVIRO ENT, HEALTH,
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine: Fuquay Quarry County: Wake
2. Name of Applicant*: Martin Marietta Aggregates, A Division of Martin Marietta Materials, Inc.
3. Permanent address for receipt of mail**: P.O. Box 30013
Raleigh, NC 27622
Telephone: [phone]
4. Mine Office Address: 7400 Buckhorn-Duncan Road
Holly Springs, NC 27540 Telephone: [phone]
5. Mine Manager: Mr. Arlen Carpenter
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 the facts will be cause for
permit revocation.
***Signature: C7�.G� Date: 11Z-1 97
T
Print Name: Robert R. Winchester
Title: Executive Vice President
This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond or other 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 be considered complete. Attach additional sheets as needed.

- AP.i LICATION FOR A MINI PERMIT
• NOTE: All of the follows questions must be thoroughly answoFed 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.
Total permitted acreage (this is the acreage that the "renewal" fee will be
based upon):
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.: 92-12 Total permitted acreage: 215
Does the modification involve acreage within the previously approved permit boundary?
Yes X No. If yes, indicate the acreage to be covered by this modification ( this is the
acreage that the "major modification" fee will be based upon): Approx 7 acres
Does the modification involve acreage outside the previously approved permit 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 (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): 78' 52' 30" Quadrangle: Fuquay. Cokesbury
LATITUDE(dd-mm-ss): 35' 35' 00"
3. Name of all materials mined: Granite
-2-

0 0
Marta Marlette Aggregates :^^ DATE - CHECK N0:
--.CVv _ VENDOR NO. 61395 L I/24%97 990028593
RaIeR NN DarmanBTBvaIB
DATE
INVOICE CREDIT
GROSSAMT
ACT! OESC
CREDIT
DISCOUNTp:
_- NETAMOUNT
012397
INEPERMIT MODIFICAT
.100P0
-=`
-' --,
100PO
IRE
'EW 'a
_;
.—
Hn1R
z
2 8 1997
_TAtJ
LAND Qu
LITY SEC: i
THE ATTACHED CHECK IS IN PAYMENT
TOTAL D
FOR ITEMS DESCRIBED ABOVE
'1
Tint
Martin Marietta Aggregates / \O
P.D.Box 3o
Rp1BiVM1, NaM Camline 08120013
WACHOVM BANK 6 TRUST CO.
RALEIGX. NC
PAYTOTHEOHCEROF: -
66i83 99-028594
a� CHECK NO.
DIVIOISTRICT DISBURSEMENT ACOT.
VOID SIMTY DAYS FROM DATE
NC DEHNR
P O BOX 27687
RALEIGH NC 27611
DATE CHECK AMOUNT
O1/24/97 $100.00
AUTIORITO6GNATURE

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11
•
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•
Fuguav Ouarry
Berm Addition
Sediment Basin Sizing
Drainage Area - Approximately 3.3 acres consisting of earthen berm. Off site runoff will be
diverted around this structure by means of a small diversion berm.
Storage Capacity Needed -
1800 cu.
ft. X
3.3 acres =
5,940 cubic feet
Basin Size - 25 ft.
wide X
60 ft.
long X 4 ft.
deep = 6,000 cubic feet
6000 cu ft. is greater than 5,940 cu. ft. Basin size is OK
Sediment Basin Construction Specifications
Construct basin so that only disturbed area runoff enters the basin. A small diversion berm
can be constructed around the edge of the basin to divert this runoff.
Outlet stone section shall be a minimum of 10 feet wide in accordance with the design
specifications stated on page 6.60.3 of the Erosion and Sediment Control Planning and
Design Manual.
Slopes of the outlet stone section shall be 2:1.
Top width of the outlet structure shall be a minimum of 5 ft.
Outlet structure shall be constructed using Class B erosion control stone. A 1 ft. thick
layer of #57 stone shall be placed on the inside face of the outlet to filter the discharge.
The outlet spillway shall be set 1.5 ft. below the top of the basin embankment.

0
January 14, 1997
Fuouay Quarry
Berm Addition
Pine Size For 10 Acre Drainage Area
2.18 acres of seeded berm C = .15
2.0 acres of woodland C = .15
5.82 acres of rowed cropland C = .45
C = .32 for the 10 acre drainage area
Based on site characteristics the length of travel is 800 feet and the height of the most remote
point above the outlet is 55 feet. Assume overland flow on bare earth. The time of concentration
for this area is 4 minutes.
The rainfall intensity factor taken from figure 8.03(e) is 8 in/hr using a 10-year storm at 5 minutes
of duration.
Q=CIA
Q = (0.32) ( 8 in/hr) ( 10 acres)
Q = 25.6 cfs
Using Mannings equation and solving for pipe size ;
%s
D=16 [�n7
3/8
D = 16 [j( 26 cfs) ( 0.024)]
0.02
D = 27.9 inches USE 30 INCH CMP

January 14, 1997
Fuguay Quarry
Berm Addition
Pipe Size For 38 Acre Drainage Area
3.0 acres of seeded berm
C =
.15
6.0 acres of woodland
C =
.15
1.0 acres of dirt road
C =
.45
28 acres of rowed cropland
C =
.45
C = .38 for the 38 acre drainage area
Based on site characteristics the length of travel is 1500 feet and the height of the most remote
point above the outlet is 53 feet. Assume overland flow on bare earth. The time of concentration
for this area is 8 minutes.
The rainfall intensity factor taken from figure 8.03(e) is 8 in/hr using a 10-year storm at 5 minutes
of duration.
Q=CIA
Q = (0.38) ( 8 in/hr) ( 38 acres)
Q = 115.5 cfs
Using Mannings equation and solving for pipe size ;
3
/g
D = 16 �Qns J
3/8
D = 16 C( 116 cfs) ( 0.0241
�Tu J
D = 48.9 inches USE 54 INCH CMP

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s

Fuguay Quarry
Berm Addition
Sediment Basin Sizing
Drainage Area - Approximately 3.3 acres consisting of earthen berm. Off site runoff will be
diverted around this structure by means of a small diversion berm.
Storage Capacity Needed -
1800 cu.
ft. X
3.3 acres =
5,940 cubic feet
Basin Size - 25 ft.
wide X
60 ft.
long X 4 ft.
deep = 6,000 cubic feet
6000 cu. ft. is greater than 5,940 cu. ft. Basin size is OK
Sediment Basin Construction Specifications
Construct basin so that only disturbed area runoff enters the basin. A small diversion berm
can be constructed around the edge of the basin to divert this runoff.
Outlet stone section shall be a minimum of 10 feet wide in accordance with the design
specifications stated on page 6.60.3 of the Erosion and Sediment Control Planning and
Design Manual.
Slopes of the outlet stone section shall be 2:1.
Top width of the outlet structure shall be a minimum of 5 ft.
Outlet structure shall be constructed using Class B erosion control stone. A I ft. thick
layer of 957 stone shall be placed on the inside face of the outlet to filter the discharge.
The outlet spillway shall be set 1.5 ft. below the top of the basin embankment.

January 14, 1997
Fuguay Quarry
Berm Addition
Pine Size For 10 Acre Drainage Area
2.18 acres of seeded berm C = .15
2.0 acres of woodland C = .15
5.82 acres of rowed cropland C = .45
C = .32 for the 10 acre drainage area
Based on site characteristics the length of travel is 800 feet and the height of the most remote
point above the outlet is 55 feet. Assume overland flow on bare earth. The time of concentration
for this area is 4 minutes.
The rainfall intensity factor taken from figure 8.03(e) is 8 in/hr using a 10-year storm at 5 minutes
of duration.
Q=CIA
Q = (0.32) ( 8 in/hr) ( 10 acres)
Q=25.6cfs
Using Mannings equation and solving for pipe size ;
%s
D=16r�n1
30
- - -
0. 2
D = 27.9 inches USE 30 INCH CM-P

•
January 14, 1997
FuQuav Ouarry
Berm Addition
Pipe Size For 38 Acre Drainage Area
3.0 acres of seeded berm
6.0 acres of woodland
1.0 acres of dirt road
28 acres of rowed cropland
C = .38 for the 38 acre drainage area
C=.15
C=.15
C=.45
C=.45
Based on site characteristics the length of travel is 1500 feet and the height of the most remote
point above the outlet is 53 feet. Assume overland flow on bare earth. The time of concentration
for this area is 8 minutes.
The rainfall intensity factor taken from figure 8.03(e) is 8 in/hr using a 10-year storm at 5 minutes
of duration.
Q=CIA
Q = (0.38) ( 8 in/hr) ( 38 acres)
Q = 115.5 cfs
Using Mannings equation and solving for pipe size ;
3
�S
D = 16 [Qn]
--- - - S------' - - -- ---
8
D = 16 [L] 16 cfs) ( 0.0241
D = 48.9 inches USE 54 INCH CMT

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles H. Gardner, P.G., P.E.
Director and State Geologist
May 6, 1996
Mr. Steve Whitt
Martin Marietta Aggregates
P.O. Box 30013
Raleigh, North Carolina 27622
RE: Permit No. 92-12
Fuquay Quarry
Wake County
Dear Mr. Whitt:
This letter is in response to your letter of April 19, 1996
in which you requested a change in the wording of Operating
Condition No. 2.B. operating Condition 2.B. states, in part,
that "the permanent access road shall be paved from its junction
with SR 1119 to the mine property lease line shown on the mine
map dated January 19, 1988." This translates into your company
having to pave approximately 4,000 feet of the access road from
SR 1119.
In light of the cost involved in paving the entire 4,000
._-feet-of_roadway,--the._fact _.that_2.,.000_ feet -.of roadway.. has been
paved with the remainder of the roadway covered with crushed
stone, and the fact that dust control has been addressed,
Operating Condition No. 2.B. is hereby modified. Operating
Condition No. 2.B. has been reworded to more accurately reflect
the current conditions at the site. This new condition states,
in part, that "the permanent access to the minesite shall be
paved a minimum 2,000 linear feet from its junction with SR
1119."
Please replace the existing Page 4 of the recently modified
permit with the enclosed modified Page 4.
Geological Survey Section Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone] FAX: [phone] FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 1 A post -consumer paper

Page 2
Thank you for your attention to this matter. Please contact
Ms. Judy Wehner, Assistant State Mining Specialist, at (919) 733-
4574 if you have any further questions concerning this matter.
Sincerely,
Charles H. Gardner, P.G., P.E.
CHG/jw
Enclosure
cc: Mr. John Holley, P.E.

Page 4 of 11
B. The permanent access (plant entrance) road shall be
paved for a minimum of 2000 linear feet from its
junction with SR 1119. During quarry operation, water
trucks or other means that may be necessary shall be
utilized to prevent dust from leaving the permitted
area.
3. Buffer Zones
A. 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.
B. Sufficient buffer (minimum 50 foot undisturbed) shall
be maintained between any affected land and any
adjoining waterway to prevent sedimentation of that
waterway from erosion of the affected land and to
preserve the integrity of the
natural watercourse.
C. The buffer zones shown on the Mine Map - Sediment and
Erosion Control Plan last revised September 28, 1995
shall be maintained to prevent caving of any adjoining
property. These buffer zones, with the exception of the
installation of required sediment control measures and
earthen berms, shall remain undisturbed.
4. Erosion and Sediment Control
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 or natural
watercourse in proximity to the affected land.
B. The Mine Map - Sediment and Erosion Control Plan, last
revised September 28, 1995 shall be followed. An
erosion and sediment control plan(s) shall be submitted
to the Department for approval prior to any land
disturbing activities not indicated on the revised
erosion control plan or mine maps submitted with the
approved application for a mining permit and any
approved revisions to it. Such areas include, but are
not limited to, expansion outside of the approved pit
area, creek crossings, or expansion of overburden
disposal areas.

_ T • State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
November 14, 1995
Mr. Steve Whitt, P.E.
Martin Marietta Aggregates
P.O. Box 30013
Raleigh, North Carolina 27622-0013
RE: Permit No. 92-12
Fuquay Quarry
Wake County
Dear Mr. Whitt:
A1 . AT
�EHNF I
Your recent request to have the above referenced mining permit
modified has been approved. The modification is to allow the
construction of a closed loop settling cell system as indicated on the
Mine Map - Sediment and Erosion Control Plan last revised September
28, 1995. A copy of the modified permit is enclosed.
The conditions in the modified permit were based primarily upon
the initial application. Modifications were made as indicated by the
modification request and as required to insure compliance with The
Mining Act of 1971. The expiration date, mine name and permit number
shall remain the same as before the modification.
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 regulations lies with you.
As a reminder, your permitted acreage at this site is 215 acres
and the amount of land you are approved to disturb is 68 acres.
Please review the modified permit and advise this office at (919)
733-4574 should you have any questions concerning this matter.
ncerely,
�y
racy E. Davis, P.E.
State Mining Specialist
Land Quality Section
TED/jw
Enclosure
cc: Mr. John Holley, P.E.
Geololcal Ba_rbara Rote-WRC, w/attachments
g' rvey ectlon Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone] FAX: [phone] FAX: [phone]
1, I P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
^'"��/ An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

DEPARTMENT O F ENV = RONMENT
HEALTH AND NATURAL
RE S OURC E S
D= V= S= ON O F LAND RESOURCE S
T.a.TrD QUALITY SECT=ON
P E R M = T
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:
Martin Marietta Aggregates
Fuquay Quarry
Wake County - Permit No. 92-12
for the operation of a
Crushed Stone Quarry
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.
MINING PERMIT EXPIRATION DATE: July 17, 1997

Page 2 of 11
In accordance with the application for this mining permit, which
is hereby approved by the Department of Environment, Health 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
March 31, 1988: This permit has been modified to include the
revisions to the Sediment and Erosion Control Plan dated January
19, 1988 and revised February 4, 1988.

Page 3 of 11
May 2. 1990: this permit has been modified to allow the
relocation of the entrance road and revisions to the —
corresponding erosion and sedimentation control measures as per
the Mine Plan - Sediment and Erosion Plan revised March 22, 1990.
November 21. 1990: This permit has been modified to allow the
construction of two vegetated earthen berms along the abandoned
railway as per the modification request letter and revised Mine
map - Sediment and Erosion Control Plan dated August 13, 1990 and
the supplemental information dated October 22, 1990.
November 14 995: This permit has been modified to allow the
construction of a closed loop settling cell system as indicated
on the Mine Map - Sediment and Erosion Control Plan last revised
September 28, 1995.
Expiration Date
This permit shall be effective from the date of its issuance
until July 17, 1997.
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:
OPERATING CONDITIONS:
1. Wastewater and OuarryDewatering
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 Water
Quality Section, Division of Environmental Management,
to secure any necessary stormwater permits or other
approval documents.
2. Air Quality and Dust Control
A. Any mining related process producing air contaminant
emissions including fugitive dust shall be subject to
the requirements and rules promulgated by the N.C.
Environmental Management Commission.

Page 4 of 11
B. The permanent access (plant entrance) road shall be
paved from its junction with SR 1119 to the mine
property lease line shown on the mine map dated January
19, 1988. During quarry operation, water trucks or
other means that may be necessary shall be utilized to
prevent dust from leaving the permitted area.
3. Buffer Zones
A. 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.
B. Sufficient buffer (minimum 50 foot undisturbed) shall
be maintained between any affected land and any
adjoining waterway to prevent sedimentation of that
waterway from erosion of the affected land and to
preserve the integrity of the
natural watercourse.
C. The buffer zones shown on the Mine Map - Sediment and
Erosion Control Plan last revised September 28, 1995
shall be maintained to prevent caving of any adjoining
property. These buffer zones, with the exception of the
installation of required sediment control measures and
earthen berms, shall remain. undisturbed.
4. Erosion and Sediment Control
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 or natural
watercourse in proximity to the affected land.
B. The Mine Map - Sediment and Erosion Control Plan, last
revised September 28, 1995 shall be followed. An
erosion and sediment control plan(s) shall be submitted
to the Department for approval prior to any land
disturbing activities not indicated on the revised
erosion control plan or mine maps submitted with the
approved application for a mining permit and any
approved revisions to it. Such areas include, but are
not limited to, expansion outside of the approved pit
area, creek crossings, or expansion of overburden
disposal areas.

Page 5 of 11
C. All sediment basins corresponding to the two berm
additions shall be constructed as per the details -
submitted with the modification request letter and
revised Mine Map - Sediment and Erosion Control Plan
dated August 13, 1990 and supplemental information
dated October 22, 1990 with the exception that NCDOT
No. 5 washed stone shall be placed 12 inch thick on the
upstream face of the NCDOT Class "B" stone filter.
D. A suitable rip -rap dissipator shall be provided at the
pipe outlet from the pit clarification pond. The
receiving channel shall be armored for a minimum
distance of six feet.
5. Groundwater Protection
A. Groundwater observation wells shall be monitored at
least 30 days prior to initiating any excavations of
consolidated material (rock) in the initial pit area to
allow for the determination of pre-existing (static)
groundwater levels.
B. The observation wells shall be drilled wells cased into
consolidated rock and grouted to the surface. The
wells (boreholes) shall be extended at least 50 feet
below static water level, or at least 50 feet into
unweathered rock, whichever is deeper. The wells shall
be secured against unauthorized entry with a lockable
cap. The necessary permits or approvals to construct
these wells shall be obtained from the N.C. Division of
Environmental Management, Groundwater Section.
C. The observation wells shall be monitored twice a month
(bimonthly) at the same day and approximate time of day
for twelve (12) consecutive months following the
installation of the wells. The static water levels
shall be measured with an accuracy of plus or minus 0.1
foot and shall be referenced to a datum point and a
record of the water levels maintained. The bimonthly
precipitation and the volume of pit water discharge
shall also be recorded. Copies of these records shall
be provided to the Department on or about the end of
each month. Static water level monitoring frequency may
be increased or decreased following the initial twelve
(12) month period as deemed appropriate by the
Department.

Page 6 of 11
T
7.
Graded Slopes and Fills
A. 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 groundcover,
devices or structures sufficient to restrain such
erosion.
B. Overburden cut slopes along the perimeter of any pit
expansion conducted after November 14, 1995 shall be
graded to a minimum 2 horizontal to 1 vertical or
flatter and shall be stabilized within 60 days of
completion. Furthermore, a minimum ten (10) foot wide
horizontal safety bench shall be provided at the top of
the rock and at the toe of any overburden slope
constructed after November 14, 1995.
C. Overbuerden cut slopes along the perimeter of the pit
shall be graded to a minimum 2 horizontal to 1 vertical
and shall be stabilized within 30 days of completion.
Surface Drainage
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.
Blasting
The operator shall provide to the Department a copy of the
findings of any seismic studies conducted at this facility.
The operator shall make every reasonable effort to
incorporate the studies' recommendations into the production
blasting program.
The following blasting conditions shall be observed by the
operator to prevent hazard to persons and adjacent property
from thrown rock or vibrations:
A. In all blasting operations, except as hereinafter
otherwise provided, the maximum peak particle velocity
of any component of ground motion shall not exceed 1
inch per second at the immediate location of any
building outside of the permitted area regularly
occupied by human beings such as dwelling house,
church, school, public building, or commercial or
institutional building outside of the permitted area.
The operator shall monitor each blast with a
seismograph.

Page 7 of 11
B. Airblast overpressure shall not exceed 128 decibels
- linear (DBL) as measured at the immediate location of
any regularly occupied building outside of the
permitted area such as any dwelling house, church,
school, public building, or commercial or institutional
building. If vibration/airblast limits are exceeded,
the operator will immediately report the event with
causes and corrective actions to the Department.
Failure to report will constitute a permit violation.
C. The operator shall take all reasonable precautions to
insure that flyrock is not thrown beyond areas where
the access is temporarily or permanently guarded by the
operator. Should flyrock occur beyond the permitted
and guarded area, or the level in Item A. above is
exceeded, the operator shall report the incident to the
Department immediately and further use of explosive at
the site shall be immediately suspended until the
following actions have been taken:
1. A thorough investigation as to the cause(s) of the
incident shall be conducted.
2. A satisfactory report detailing the investigation
shall be provided to the Department within 10 days
of the incident. Said report shall, at a minimum,
document the cause(s) of the incident along with
technical and management actions that will be
taken to prevent further incidents.
The report shall meet with the approval of the
Department before blasting may resume at the site.
Failure to take corrective measures to prevent flyrock
and repeated instances of flyrock shall be considered a
violation of this permit.
D. The operator shall maintain records on each individual
blast describing: the total number of holes; pattern
of holes and delay of intervals; depth and size of
holes; type and total pounds of explosives; maximum
pounds per delay interval; amount of stemming and
burden for each hole; and blast location. Records
shall be maintained at the permittee's mine office and
copies shall be provided to the Department upon
request.
E. The operator shall, when requested by the Department,
give 24 hour advance notice to the Land Quality Section
prior to any blast during a period for which notice is
requested.

Page 8 of 11
9. High Wall Barrier
A physical barrier consisting of large boulders placed end -
to -end or fencing shall be maintained at all times around
the perimeter of any highwall to prevent inadvertent public
access. In addition, a minimum 10 foot wide horizontal
safety bench shall be provided at the junction between the
top of rock and the toe of any overburden cut slope
constructed after November 14, 1995.
10. Visual Screening
A. Existing vegetation shall be maintained between the
mine and public thoroughfares to screen the operation
from the public. Additional screening methods, such as
constructing earthen berms, shall be employed as deemed
appropriate by the Department.
B. Berms shall be located and constructed as per the
modification request letter and revised Mine Map -
Sediment and Erosion Control Plan dated August 13, 1990
and the supplemental information dated October 22,
1990. Construction of Berms shall be completed within
one (1) year of the start of quarrying activities. In
addition to grasses, loblolly and/or Virginia pines or
other acceptable species shall be planted as deemed
appropriate by the Department to improve visual and
noise buffering.
11. Plan Modification
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.
12. 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 Solid Waste
Management and the Land Quality Section, Department of
Environment, Health and Natural Resources. The method
of disposal shall be consistent with the approved
reclamation plan.

Page 9 of 11
13
14.
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 Solid 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.
Annual Reclamation Report
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.
Bonding
The security which was posted pursuant
the form of a $500,000.00 blanket bond
cover the operation as indicated in the
application. This security must remain
permit to be valid. The total affected
exceed the bonded acreage.
15. Archaeological Resources
to N.C.G.S. 74-54 in
is sufficient to
approved
in force for this
land shall not
Authorized representatives of the Division of Archives and
History shall be granted access to the site to determine the
presence of significant archaeological resources.

Page 10 of 11
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 By 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 allow the quarry
excavation to fill with water, provide a permanent barricade
(fence) along the top of any highwall, and grade and
revegetate any areas in unconsolidated material.

r
Page 11 of 11
2.
3
4.
The specifications for surface gradient restoration to a
surface suitable for the planned future use are as follows: - -
A. All areas of unconsolidated material such as overburden
or waste piles shall be graded to a 2 horizontal to 1
vertical or flatter slope and terraced as necessary to
insure slope stability.
B. Any settling ponds and sediment control basins shall be
backfilled, graded, and stabilized or cleaned out and
made into acceptable lake areas.
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 Conditions Nos. 12.A. and B.
F. The affected land shall be graded to prevent the
collection of noxious or foul water.
Revegetation Plan:
Disturbed areas shall be permanently revegetated according
to the Seeding Schedule and Seedbed Preparation Notes
prepared by Little and Little dated March 21, 1990.
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 July 17, 1987 and modified March 31,
1988, May 2, 1990 and November 21, 1990, is hereby modified
this 14th day of November, 1995 pursuant to G.S. 74-52.
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment, Health and Natural Resources

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DATE TO ASS NT TE TO SUSAN
LOGGED IN
NEPUNG CHECKLIST FOR ROUTING
Company M M A II II Project Name O 1 � O �i
Permit No.R 1"I U n - county �A C-6 Date Received
Reviewer
Please make copies of check to include with Central Office and
Field Office files and log in checks.
I
* ❑ New El Renewal .❑ Modification ❑ Transfer ❑ Release
❑ Additional Information ❑ Fee Needed
❑ Fee Received: Amount
Please route to:
�AL'Elb+1 Field Office
❑ Wildlife Resources Commission
* ❑ Archives and History
1'
❑ Other: O�
Date Routed-ate-9G
Date Routed
Date Routed
Date Routed
Suspense Date for Comments: AS A P (Date received +30 days,
not on weekend)
❑/
Please note the following:
*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

Martin Ma to AggregateAN A
P.O. Box 30013
Raleigh, North Carolina 27622.0013
Telephone: [phone]
April 19, 1996
Mr. Tracy E. Davis, P.E.
State Mining Specialist
Land Quality Section
Division of Land Resources
P.O. Box 27687
Raleigh, NC 27611-7687
Subject: Mine Permit 92-12
Fuquay Quarry
Dear Mr. Davis:
,` RECEIVED
r:i� DEHNR
F
LAND QUALITY SECTION
In accordance with our phone conversation yesterday Martin Marietta would like to submit
this letter to your office requesting clarification and possibly a modification to one of the
Operating Conditions in the permit. We currently have plans to operate this site later this
year and it is very important that the site operate in compliance with all of the conditions
in the permit.
Operating Condition 2(B) states that the permanent access road shall be paved from its
junction with SR 1119 to the mine property lease line shown on the mine map. This
entrance road measures approximately 4,000feet and provides access to this remote site. At
the present time this road is paved for approximately 2,000 feet from its intersection with
SR 1119. The remaining 2,000 feet is surfaced with crushed stone. Both of these surfaces
along with the extreme length assist with preventing dust from leaving the property and
tracking on SR 1119. Typically operations are required to pave only the first 200 feet
depending on location and road length.
Based on wording in the current permit this road should be paved for the entire distance.
Paving the remaining 2,000 feet would be a great expense and also would not afford any
additional protection against tracking and dust. Martin Marietta would like to initiate
operations at the site without having to make any additional modifications to the entrance
road. I have included an updated copy of the mine map that shows the approximate location
that the pavement to crushed stone transition occurs.
Please notify this office if any additional information is needed on this matter.
Since ly,
Steve Whitt, P.E.
Environmental Engineer
CC: Paxton Badham
Larry Ward

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DIVISION OF LAND RESOURCES
October 19,1995
MEMORANDUM
TO: Judy Wehner, Asst. Mining Specialist
FROM: Tim Holland, Assistant Regio Engineerf:*� /
THROUGH: John Holley, Regional Engin er ViD2` gC
SUBJECT: Martin Marietta Fuquay Quarry 4 92-12
Wake County
I have reviewed plans for the referenced mine
permit modification request. The plan appears complete
and adequate. I recommend approval.
I RECEIVED
DEHNR
i
2 3
LAND QL)ALITY SECTION

DATE TO ASSI4VNT �OT'%f ,_V OTE TO SUSAN
LOGGED IN
Yn1n, 1//VL�IINING CHECKLIST FOR ROUTING
Company li�m�T r', Project Name y
Permit No.
a)-i�a /county WIC kC. Date Received /o -S 9S�'
Reviewer 1 ill//X/►�✓ /
Please make copies of check to include with Central Office and
Field Office files and log in checks.
* ❑ New ❑ Renewal t Modification ❑ Transfer ❑ Release
❑ Additional Information ❑ Fee Needed
.ILJ Fee Received: Amount /0606
Please route to:
Field Office
❑ Wildlife Resources Commission
Date Routed
Date Routed
* ❑ Archives and History Date Routed
❑ Other: Date Routed
Suspense Date for Comments: (Date received +30 days,
not
on weekend)
XPlease note the following:
*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

Martin Marlette Aggregates
P.O. Box 30013
Raleigh, North Caroline 2/822.0013
VENDOR NO. 61395
• DATE
)9/29/9 5
CHECK NO.
,n90Q�?151
DATE
INVOICE CREDIT
GROSSAMT.
ADJ DESC
CREDIT
DISCOUNT
NETAMOUNT
I I
09i25t?5
1
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THE ATTACHED CHECK IS IN PAYMENT
TOTAL D
-
FOR ITEMS DESCRIBED ABOVE
10000
1

Martin Marietta Aggregates
4/29/9S DATE _ CHECK NO.
VENDORNO. 61395 990025151
Po ee. Bron
ADJ DESC
CREDIT
DISCOUNT
NETAMOUNT
DATE INVOICE CREDIT
GROSS AMT
1oob0
1000
II
i
THE ATTACHED CHECK IS IN PAYMENT
TOTAL D
1 OI n
'
FtlR RFMS DESCflIDED PeDVE
_
-
Martin Marietta Aggregates
v�
P.O. Box 30013
Raleigh, NBM Celdina 2I812-0013
WACNONIA BANK 6 TRUST CO.
RPIEIUX. NO
PAYTOTHEORDEROF:
NO DEHNP.
" P- 0 BOX 27687
RAL.EIGH
CHECK.NO. 9 9-0 2 5151
DIVJDISTRICT DISBURSEMENT ACUT.
VOID SIMTY DAYS FROM DATE
DATE CHECK AMOUNT
09/29/95 $100.00
NO 2767.1 /
AUMORaEO SWMANRE '

Martin Marta Aggregates
P.O. Box 30013
Raleigh, North Carolina 27622-0013
Telephone: [phone]
September 29, 1995
Mr. Tracy E. Davis, P.E.
Land Quality Section
Division of Environmental Management
P.O. Box 27687
Raleigh, NC 27611-7687
Subject: Mine Map Modification
Settling Cell Addition
Fuquay Quarry - Permit #92-12
Dear Mr. Davis:
RECEIVED
DEHNR
ocr - 51ss5
LAND QUALITY SECTION
The attached mine permit modification covers the construction of a closed loop settling cell
system at Fuquay Quarry. This system will consist of 2 settling cells and a plant supply pond.
As mentioned during a recent phone conversation with Mr. Tony Sample of your office, the
existing mine map for Fuquay Quarry is inaccurate in the area that this system will be
located. The actual plant and stockpile area was constructed several hundred feet farther
to the west than the map indicates. The plant and stockpile area also does not take up as
much area as shown on the map. The end result is that there is ample space to the east of
the office area to locate the closed loop system. The area of concern is an existing field so
disturbed area will be kept to a minimum.
Included in this submittal is an aerial of the site showing the property line along the
proposed project area and the system layout. Also included is the present mine map locating
these cells in their correct location to show contours. As indicated by this map all runoff
from the disturbed area will be to the pit. Therefore no erosion control structures will be
installed. The ponds will also be excavated and all surface flow will be diverted from
entering the impoundments. The area will be seeded upon completion.
The detailed drawings for the cells and pond indicate the dimensions and the layout of the
system. The cells will be equipped with a weir positioned 2 foot below the crest of the cell
to control water elevation. The plant supply pond level will be controlled by a pump.
As discussed with Mr. Sample, the existing mine map for this location will have to be
corrected in the near future to reflect actual site development. In order to permit this system
Martin Marietta would like to use the aerial photo with the understanding that the mine
map will be corrected as soon as possible.

Mr. Tracy Davis
September 29, 1995
Page 2
This information has also been submitted to the Water Quality Section, Permits and
Engineering Unit for review. A check in the amount of $100.00 is included to cover the
permit processing fee for this project covering approximately 3 acres.
Please get in touch with his office if any additional information is needed on this matter.
Sincerely,
JVWJ W
Steve Whitt, P.E.
Environmental Engineer
CC: Larry Ward
Arlen Carpenter

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Martin Marietta Aggregates
Division of Martin Marietta Materials, Inc
Fuquay Quarry
Closed Loop Settling Cell System
Sheet:) of z
+1 SETTLIr�1l=1 �� L��.
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Martin Marietta Aggregates
Division of Martin Marietta Materials, Inc.
Fuquay Quarry
Closed Loop Settling Cell System
Sheet:LofZ
Date: 9/26/95

North Carolina Department of Environment, Health, and Natural Resources,
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT
(PERMITTED MINE)
1. MINE NAME dFUCv 4y ✓A?/9/ 2. MINING PERMIT# /Z-{�
3. OPERATOR 4. COUNTY WAWe' _
5. ADDRESS Fs.,3>v R/eeieri .YL. 276zz 6. PERMIT EXPIRATION DATE 7-t2-99
7. Person(s) contacted at site M/2 uus-*sl
8. Was mine operating at time of inspection? Yes ❑ No 9. Pictures? ❑ Yes - No
10. Date last inspected://P /y5_ 11. Any mining since last inspection? ® Yes ❑ No
12. Is the mine in compliance with the Operating Conditions of the Permit? Yes ❑No
If no, explain:
13. Is the mine in compliance with the Reclamation Conditions of the Permit? Xyes ❑ No
If no, explain:
14. Did any of the above deficiencies result in offsite damage? [-]Yes VNo If yes, describe the type
and severity of the damage:
15. Corrective measures needed and/or taken:
16. Other recommendations and comments: cewT,w.a m,
17. Is the Annual Reclamation Report +/- map accurate? Tv-JYes ❑No (Explain) ❑Not Reviewed
18. Follow-up inspection needed? ❑ Yes INo Proposed date_/_/
19. No. of additional pages of Inspection Report_ 20. Copy of Report sent to.operator 'j;
/ (date)
INSPECTEDBY: 'Tilt /' —I ZA4"k1 DATE 3
Phone No: ( q/g ) 371 VWo
White copy to file Yellow copy to operator Pink copy to Mining Specialist
9/91

'�'��Ni..M 'M�I�..\;'hfLf`�V�, \Y ^✓�(" ...,.�":
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✓/
North Carolina Department of Environment, Health, and Natural Resources' "' •,�
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT MAY 01` -199S �
(PERMffTED MINE) iB
1. MINE NAME�Jgd�/ �Ld;17/ 2. MINING PE MIT# Z
3. OPERATOR /Yl �To h1A7/F't 4. COUNTY
5. ADDRESS Pa irx -9 174e,r/in CC- ;2 z. 6. PERMIT EXPIRATION DATE
7. Person(s) contacted at site . - 1f
8. Was mine operating at time of inspection? ❑ Yes ONo 9. Pictures? ❑ Yes ANo
10. Date last inspected:LL/ Z. /_�y 11. Any mining since last inspection? ❑ Yes �}� No
12. Is the mine in compliance with the Operating Conditions of the Permit? 1Yes ❑ No
If no, explain:
13. Is the mine in compliance with the Reclamation Conditions of the Permit? 5dYes ❑ No
If no, explain:
14. Did any of the above deficiencies result in offsite damage? ❑Yes ❑No It yes, describe the type
and severity of the damage:
15. Corrective measures needed and/or taken: *14
16. Other recommendations and comments:
17. Is the Annual Reclamation Report +/- map accurate? Yes ❑ No (Explain) ❑ Not Reviewed
18. Follow-up inspection needed? []Yes XNo Proposed date_/_/
19. No. of additional pages of Inspection Report_. 20. Copy of Report sent to,operator
INSPECTEDBY: i *1 /cA.u4 DATE ./ / (date)
Phone No: ( 9i9 ) 5 7/ //9GIg
White copy to file Yellow copy to operator Pink copy to Mining Specialist
9/91

State,of.North Carolina
De-p­'id­rtm'r' e6ht -of ;Ehv`� Irdih-rie4ht'
-HealtH,-dhd Natural Re-sdurces
d * ; ` " Land, Division of Resources -
_7—
t is
�2!jI At
It R
Jonathan B ,Howe s,t-Sp,y jcrbtdr,
F
Charles G dr' he­r�,' ..'G 'VLP1 7`7'
r6&Ge I ist,3ti�iQ'itc- 5-:.
&rdn tate
V. 04 to
7 4-czf .1 _. , I I
CERTIFIEUL 1, :4,' 1 lio
'RETURN
n zikd';�, ;;�o 1 vs .1 - tJ551
M L
IMr. ora ff o, f b, f. C
Martin- Marietta "Aggte4ates,
30013 Raleigh, r-N.-t'.*,-'276220013'-'
izl:,
' fc -a6tion Bond: t-
RE Reclamation ,Replacemen
-Dear-Mrmil-l_son-
Your request...to replace the Reclamation Bond for Martin Marietta
Aggregates has been approved.- We have received the new $500i.06 - 15�00
surety bon&and are'enclosing the $25,000.00,blanket.-,bohd:(#203b*.4'66).:
as reqdested,forLybur use. TheLblanket'bond (05706769):in'•the%name.
of Salem Stone Company was released., on :September 24, i-1993L,_-(see
attached letter) The f oll oiwing'' permits are now covered by this 'new
bond:
_T
61 -1"62 Burlington Quarry 01-09
Pit
.10-26 N,,,,.*,,,,Las erls-�Dirt--,%-
04-08 Pee Deel.Quarry t
•
13-23 Bonds Gravel.Pit 13-25 >aRi5cky'-Riv6?!; ,Quarry,
.2
18-01 Hickory Quarry
z.T
23- Kings Mountain.Quarry 2 5 0 21s I Ne'�F f-Berni Quarry
25_12Clarks Quarry- fi
? T 2 9 - 0 3��,�,v '-�'ChbmbLigvl-l-le;Quarry..,',,-
�ii#;
'35�08ti"'.' !-­'Franklin.�,Quarr
3 4 Salem:Quarry
36- Gaston
12-�.,,.-,.Bessemer..,City .Quarry 36-25
41 Jam6stown-QUadry,'­ 41-05
41-06', Hicone,I.Quarry,
52 -07 1'66ksvi I I ia'�, Quarry..-. ;5 3 01
55 02' A
Denver:Quarry 60-01m,",
',Q, 66_02.�. �Charlotteuarry60 0 .... It
7_ __O
64 11 5 0-
In
:.90
92
'-'P 01B& 27687:1 An Eq­U61 &
Sil
North Car6lind 27611-7687,.:,Tele
'Affirm6t; 'A'It ve. c ion Employer

modification
conditions contained in each .of ,your; company's mining permits; please,--,p,4,
attach>a,copy,. of this letter. to each mining.*permit document-,4, rz+e
.............
-"<-Please7review thismo-dif icatlbn:and'advise this'of f ic-d'.."a
.73 74 should you have any questiofi'cbnc'erniiigithis mavter��kp?.�,-
Sincerely,
-,.,Ga dner, P. G. , P.E. .:!,'.Charles H. r
1-,CHG/tIs:)
0i 0'-i L-au 0
Encl6sure
cc: Mr. Richard Phillips
Mr. Doug Miller
. 6 ----I-Mr:ifferryz'Cook
IMr!.-John'=Holley
Mr-'.JoelxGlass
Dana Sams
AMr.fi'F16yd�Williams r
TracyADaVis
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State of North Carolina
Department of Environment, Health, and Natural Resources
James S Hunt Jr., Gmemor Meie Wonal Office Jonathan @ Howes, Secretary
DIVISION OF LAND RESOURCES
April 22, 1993
NOTICE OF MINE PERMIT DEFICIENCIES
CERTIFIED MAIL r I V
RETURN RECEIPT REQUESTED R �+
APR 2.31993
Martin Marietta Aggregates LAND QUALITY SECTION
PO Box 30013
Raleigh, NC 27622-4550
ATTN: Horace Willson, Manager - Environmental Services
RE: Fuquay Quarry
Wake County
Deadline for Compliance: 30 days
Dear Mr. Willson:
This is to inform you of deficiencies with respect to
Mining Permit No.[92_12)issued to your firm to operate a
mine located off SR 1119 near Fuquay-Varina.
On April 20, 1993, personnel of this office inspected
the Fuquay Quarry and determined that deficiencies exist
with respect to conditions contained in your mining permit.
The deficiencies that were observed.at the time of the
inspection pertain to sediment and erosion control (Operat-
ing Conditions #4-B and #6-A). They are:
(1) The silt riser basin adjacent to the pit is filled
with sediment. Sediment has overtopped the riser
and discharged into the stream below the basin.
(2) The stone lined channel above and to the east of
the pit area has begun to erode around the stone.
As a result, a large amount of sediment has moved
into the downstream channel.
um Barren Drive, Suite 101 • Rakigh, N.C. 27609
Tekphone (919) M-4700 Y FAX Number [phone]
An EqwI Opportunity ANtrmnive Action Empkwr

Mr. Willson
April 22, 1993
2
(3) Several exposed slopes throughout the mine (where
no mining is taking place) have not been provided
with an adequate ground cover to restrain erosion.
In order to bring the subject site into compliance, the
following corrective actions must be taken in accordance with
the provisions of your approved plans:
(1) Remove accumulated sediment from the riser basin
and restore the basin to its original capacity.
(2) Repair the stone lined channel as noted.
(3) Provide an adequate ground cover on all slopes
where none exists.
If the above deficiencies are not corrected within 30
days following your receipt of this Notice, an official Notice
of Violation will be issued.
The responsibility for understanding and complying with
the conditions of -your mining permit rests with you. The
responsibility also rests with you for notifying this office
of your plans to correct the deficiencies.
Please do not hesitate to contact Mr. Tim Holland regarding
any questions you might have about this matter.
Sincerely,
J n L. Holley, P.E., CPESC
R gional Enginee
Land Quality Sec ion
JLH/twh
cc: Tracy Davis, E.I.T.
Tim Donnelly, P.E.

North Carolina Department of Environment, Health, and Natural Fl' o c
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT 2 3193
(PERNIITTED NNE) LAND QUALITY SECTIO
1. MINE NAME 2. MINING PERMIT# re?.Z-/,Z._)
3. OPERATOR 101 ?71,0 �V iWlz-7rk4- 4. COUNTY-VIANo
5. ADDRESS Po Ja- A s ICZZ 6. PERMIT EXPIRATION DATE 7-17 -97
7. Person(s) contacted at site —
8. Was mine operating at time of inspection? ❑ Yes © No 9. Pictures? ❑ Yes O No
10. Date last inspected: 9 / 2c/ 9A 11. Any mining since last inspection? Cl Yes p No
12. Is the mine in compliance with the Operating Conditions of the Permit? ❑ Yes ® No
If no, explain:
N.rr Aei " rirzw r/ tip l tirJ
ctw�, natl /. •i! �'InRR.w)c'c.;c'.i 1S .LCvi)t �� o+U I.ViKn/l- Su cPdS
13. Is the mine in compliance with the Reclamation Conditions of the Permit? QYes ❑No
If no, explain: .v/A
14. Did any of the above deficiencies result in offsite damage? ®'Yes ❑ No If yes, describe the type
and severity of the damage: /&J& 7dr/arwT- G40.5en/ / J CR,471<_ &-Z�J s��r
8-tSin/
15. Corrective measures needed and/or -taken: /. Ti1_Z� s/n- /P/SE.P R.} ,W4 A-f7WeZr Tr, 777�7_
Pr7— /S lnus7' aui
1. TNc 57a,r;� /_/.ua7� CNx.uJrL cil$T'cr T//r /�, J'•'
N�c Rrtu.cJ -rL r-YJcJP .04FAA? 7t4 Raj �rtlir`crr,lucr-�_. 77FtS cr/.�w.ccz
A, 7..rcc ,)/szo k:'A rraazrs 44VTr &- 1)eCVILk7') tumf
Gaa,Nn c•o,.c,2
16. Other recommendations and comments: & Pr,z,ou,rnaay �kV rodrrJ d/
jllf7MV A9AR/e•77_.4 -M d-irN.uTdl41 5.'-1 ,n1E-. Tl!•ritil A,.) ERG'G.tl CL?•(/7f.>:'L/Mc-if'iWr'3 UF%/Lf
17. Is the Annual Reclamation Report +/- map accurate? ❑p '-Yes ❑ No (Explain) ❑ Not Reviewed
I
n
18. Follow-up inspection needed? pYes ❑ No Proposed date (6 / 1 / 'F3
19. No. of additional pages of Inspection Report �. 20. Copy of Report sent to, operator /fLfil?2/ 93
"--"--"Z (date)
INSPECTEDBY: T/,Y/ f{accRVi7 DATE y / .90 I 93
Phone No: ( q/q 7,/ A,7,jc,
White copy to file Yellow copy to operator Pink copy to Mining Specialist
9/91

North Carolina Department of Environment, Health, and Natural Resources,
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT
(PERMITTED MINE) .
1. MINE NAME rUaUAd /fin rar?✓ 2. MINING PERMITti 92-I.2
3.OPERATOR /ilAYn'it� �i1�rRrr-i/-,4 Ai �afY< frame 4. COUNTY f.jAky,-
5. ADDRESS Pa /3 4767 a. : �Av� ac•Fy rraccc..r
6. Person (s) cont�atb fo.c� rJrrt SaJ
7. Was mine operating at time of inspection ? Yes ❑>< No 8. Pictures ? ❑ Yes X No
9. Date last inspected: 4 / Acj / 9 3 10. Any mining since last inspection ? F Yes 1 No
11. Is the mine in compliance with the Operating Conditions of the Permit? Q Yes No
If no, explain: '
D .
v f
•n o
12. Is the mine in compliance with the Reclamation Conditions of the Permit ? Yes No
If no, explain: '
Y AND QUALITY CFr'
13. Did any of the above deficiencies result in offsite damage ? Yes ❑ No If yes, describe the type
and severity of the damage:
14.Corrective measures needed•and•/•ortaken: Vz .knit r,i 1 ,rz-,r• cPF A-z,2-9a
/�✓�:`• /3L-F.fI �lliciEdL71 �• SFAit.9-w7T' .PrCi�T P+—iu '4. < P'2i) r"Lo=A.u-A '-r-
.,C. K/J R.y/) L-W y(,r/.w(_ OA) ulcrST si i).7- Rc—..r vr=7�,ri,rF-1�
15. Other recommendations and comments: r12"rnAjuc r» _41A r—.dial d/cam? '?7fSie/
16. Is the Annual Reclamation Report +/ - map accurate ?/Q Yes ❑ No (Explain) Not Reviewed
17. Follow-up inspection needed ? ❑ Yes 0 No Proposed date /v
18. No. of additional pages of Inspection Report 19. Copy of Report sent to operator
/��, (date)
INSPECTED BY: �M T�z_A'tA DATE:
Phone No: (qIq)
I
White copy to file Yellow copy to operator Pink dopy to Mining Specialist
ti 9/99
D
"!ON

wi- . f
v
I
I I I

MARTIN MARIETTA AGGREGATES
April 27, 1993
Mr. John L. Holley, Jr., P.E., CPESC
Regional Engineer
Land Quality Section
Division of Land Resources
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
SUBJECT: Fuquay Quarry #92-12
Wake County
Dear Mr. Holley:
POST OFFICE BOX 30013
RALEIGH, NORTH CAROLINA 27622.0013
TELEPHONE [phone]
RECEIVED
APR 2 81993
LAND QUALITY SECTION
In accordance with your letter of April 22, 1993, repair work is currently underway to correct
the deficiencies noted by Mr. Tim Holland during his inspection on April 20, 1993.
I talked to Mr. Holland this morning regarding the proposed work and the problems we
continue to have with the landowners cattle. Repair work should be completed within the
next few weeks. Arrangements will then be made with Mr. Holland for a follow-up
inspection.
Sincerely,
wa&_W�
Horace Willson
Manager of Environmental Services
cc: Tracy Davis

State of North Carolina
Department of Environment, Health, and Natural Resources
Raleigh Regional Office
James G. Martin, Governor
Martin Marietta Aggregates
PO Box 30013
Raleigh, NC 27622
ATTN: Horace Willson
Dear Mr. Willson:
William W. Cobey, Jr.. Secretary
DIVISION OF LAND RESOURCES
October 15, 1990
oFCF111F
Re: Proposed Modification�ynnY14, 1s19� O
Fuquay Quarry (92-12) rys
Wake County FclipN
This is in response to submittals by Mr. Steve Whitt, received on July
25, 1990 and August 15, 1990, concerning proposed modifications to the subject
permitted quarry operation.
The first proposal involved the replacement of the perforated riser at
the existing permanent sediment basin with a conventional solid riser to
facilitate'use of the pond as an additional water supply for dust control.
Tracy Davis and I have discussed this proposal and find it to be acceptable.
It is therefore approved and the subject drawings/details are added to your
approved sedimentation & erosion control plan under the current conditions of
your permit.
The second proposal involved new berm construction and will require that
your permit be officially modified. The sediment traps or stabilized outlet
structures detailed in that proposal must be designed to ensure that adequate
sediment storage is provided. Therefore, we cannot approve that change or
modify your permit without such design information and dimensional details.
Please submit the necessary information to Mr. Tracy Davis, E.I.T. for
final processing. Upon receipt of an adequate design, a modified permit may be
issued.
If there are any questions, please advise.
JLH/ga
cc: Steve Whitt
L�M' - �-' --
A incerely,
n L. Holley, Jr., P.E., CPESC
egiona1 Engineer
Land Quality Section
3800 Barrett Drive, Suite 101 • Raleigh, N.C. 27609
Tele h [phone] • FAX Number [phone]
An Equal Opportunity Afllmrattve Action Employer

North Carolina Department of Environment, Health, and Natural Resources,
Division of Land Resources, Land Quality Section
MINE INSPECTION REPORT RECEIVED
(PERMITTED MINE) MAY J A 191
1. MINE NAME FLj6, u✓ 6G i",,)L/ 2. MINING PERN}' W W-U719 .Tf(1N
3. OPERATOR 10AtizrU/l 4. COUNTY L JI+Kg'
5. ADDRESS Pa ;;ov vaa / A h?Atr-7/e# A/'L :1 7GJ 2 Arrr ' /%r1 t" W/tz Sat)
6. Person (s) contacted at site
7. Was mine operating at time of inspection ? ❑ Yes X No 8. Pictures ? ❑ Yes ONo
9. Date last inspected: 9 / S/ 90 10. Any mining since last inspection ? 0 Yes No
11. Is the mine in compliance with 'the Conditions of the Permit ? ® Yes ❑ No
If no, explain:
12. Is the mine in compliance with the Reclamation Conditions of the Permit ? x❑ Yes ❑ No
If no, explain: '
13. Did any of the above deficiencies result in oftsite damage ? ❑ Yes ❑ No If yes, describe the type
and severity of the damage:
J
14. Corrective measures•needed°and•/•or taken: a-4&a,-A ..oc.e cw .s° +1Nn scnptr5 Hot ,Aer r/
RG1Ji/a�l�
15. Other recommendations and comments: wr ,rctisz srr.y- 19 �r' ;]c- J[,recD fp.XJA)
/w) SvAiA>r.:..r'l Ant Si AJ 4 tH,cA/ Arhl.0 /i' Cl ,>.l.Ud-1) W7'° k LV
Onyi% .4a.h Qe AIMP,.Ci CC&tM-&L_ Ve7W &DO I) /
/
16. Is the Annual Reclamation Report + / - map accurate ? R] Yes ❑ No (Explain) ❑ Not Reviewed
17. Follow-up inspection needed ? O Yes 0 No Proposed date
18. No. of additional pages of Inspection Report 19. Copy of Report sent to operator S / .?a /�.
(date)
INSPECTED BY: Tfm l-c",+-LA DATE: _ r l29 / T1
Phone No: (9/y) 73 4 a 3/'F
White copy to file Yellow copy to operator Pink copy to Mining Specialist
9/99

n
- . 1

December 16, 1991
Telephone Log
Project: MMA Fuquay Quarry, Wake County
Conversation With: Steve Whitt, of MMA
SW said they intend to suspend all mining on -site and lock the
gates for 6-8 months. Can they also cease weekly ground water
monitoring at this site?
I told SW that they need to submit a request to suspend monitoring
of ground water wells to the Ground Water Section for their review.
We should be copied on the letter and the response.
Beth Chesson iIy

s
6.
North Carolina Department of Environment, Health, and Natural Resources, ?
Division of Land Resources, Land Quality Section N
MINE INSPECTION REPORTa,�ry
(PERMITTED MINE) s+�
1. MINE NAME fun., a./ fir,, ra;a,l 2. MINING PERMIT#
3. OPERATOR 4. COUNTY t,,m-kz�
5. ADDRESS 01 Roy ?oul 3 %:.}<a7Gaf .U// _ 2 7G,17 .l-,a,: Nn,eAc .r' /. l ri. •.r>.rl
6. Person (s) contacted at site /A/S
7. Was mine operating at time of inspection ? ❑ Yes ❑X No 8. Pictures Ej Yes X No
9. Date last inspected: -; / .zq / 9L 10. Any mining since last inspection ? ® Yes No
11. Is the mine in compliance with the Operating Conditions of the Permit ? Ye's Q No
If no, explain: j-
12. Is the mine in compliance with the Reclamation Conditions of the Permit ? Yes ❑x No
If no, explain: Plrctf
/
13. Did any of the above deficiencies result in offsite damage ? Yes No If yes, describe the type.
and severity of the damage:
14. Corrective measures needed and / or -taken: .G-�-zu- , / >.• . �,',. r, a-, ,. 2 , tti c . ` s
/7' 1:,J:'.�, ,IY Cam, -r}//- .�i,'[e--: n'••-✓+l T_, Tf/_=- ii- ,1.o J./ fl -Y: �. vsN
7r/ri,A4,12. cned.r P,v.:� +•.,..r rd.: �-.n._ /n•�- .,,. .,<.
15. Other recommendations and comments: JIA*: -,,.
Co-'N ,-4- T,• h,v,
16. Is the Annual Reclamation Report + / - map accurate ? El Yes Q No (Explain) ❑ Not Reviewed
Rrs,�-o A,�zi ti ,r/Fxr Te G'c.f-a,v„.frs,l /LZuy i•er e/L-,., 5 �„D/
.hG ,1.=c✓.u,ro-`tl a.R JC1=`L,N../ ,�ZLiA,Ori�Y� -t,.� rLcv.� �, L.=.O>i.'?: .bY'U •),i�
17. Follow-up inspection needed ? Yes No Proposed date to / I / 9 Z
18. No. of additional pages of Inspection Report 19. Copy of Report sent to operator 3 LA
(date)
INSPECTED BY: 'Te'r 4/ , e,,.4) . li w e r Urw,.r / . f n DATE: / st / 9 :z
/
Phone No: (9/1) .T 31 a
White copy to file Yellow copy to operator Pink copy to Mining Specialist
WB9
0

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Land Resources
James G. Martin, Governor Charles H. Gardner
Wllliarn W. Cobey, Jr., Secretary November 21, 1990 Director
Mr. Horace Willson
Manager - Environmental Services
Martin Marietta Aggregates
P. 0. Box 30013
Raleigh, North Carolina 27622
RE: Permit #92-12
Fuquay Quarry
Wake County
Dear Mr. Willson:
Your recent request to have Mining Permit No. 92-12 for the Fuquay
Quarry in Wake County modified has been approved to allow the construction of
two vegetated earthen berms and their corresponding erosion and sedimentation
control measures as per the modification request letter and revised Mine Map
- Sediment and Erosion Control Plan dated August 13, 1990 and the
supplemental information dated October 22, 1990. A copy of the modified
permit is enclosed.
The conditions in the modified permit were based primarily upon the
initial application. Modifications were made as indicated by the
modification request and as required to insure compliance with The Mining Act
of 1971. The expiration date, mine name and permit number shall remain the.
same as before the modification.
The issuance of a mining permit and/or any modification to it does not
supercede local zoning regulations. The responsibility of compliance with
any applicable zoning regulations lies with you.
Please review the modified permit and advise this office at (919)
733-4574 should you have any question concerning this matter.
Sincerely,
TraeVD!a vis, E.I.T.
Mining Specialist
Land Quality Section
TED/se
Enclosure
cc: Mr. John Holley, P.E.
P.O. Box 27687 • Raleigh, N.C. 27611-7687 • Telephone [phone]
An Equal Opponunity Affirrnative Action Employer

0
0
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
P E R M I T
for the operation of a mining activity
In accordance with the provisions of C.S. 74-46 through 68,
"The Mining Act of 1971," Mining Permit Regulation 15 NCAC
5 B, and other applicable laws, rules and regulations
Permission is hereby granted to:
Martin Marietta Aggregates
Fuquay Quarry
Wake County - Permit No. 92-12
for the operation of a
Crushed Stone Quarry
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.

Page 2 of 11
In accordance with the application for this mining permit, which is hereby
approved by the Department of Environment, Health 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.
Modification
A. March 31, 1988: This permit is modified to include the revisions to the
Sediment and Erosion Control Plan dated January 19, 1988 and revised
February 4, 1988.
B. May 2, 1990: This permit is modified to allow the relocation of the
entrance road and revisions to the corresponding erosion and sedimentation
control measures as per the Mine Plan - Sediment and Erosion Control Plan
revised March 22, 1990.

Page 3 of 11
C. November 21, 1990: This permit is modified to allow the construction of
two vegetated earthen berms along the abandoned railway as per the
modification request letter and revised Mine Map - Sediment and Erosion
Control Plan dated August 13, 1990 and the supplemental information dated
October 22, 1990.
Expiration Date
This permit shall he effective from the date of its issuance until July 17,
1997.
Conditions
This permit shall be subject to the provisions of the Mining Act, N.C.C.S.
74•-46, et. sr;r., and to the following conditions and limitations:
PERATING CONDITIONS:
I. 44astevtater and Quarry Dewaterinq
Any wastewater processing or mine dcwatcvinc shall be iu accordancr.- e;i'CL
the requirements and regulations promulgated by the Water Quality Section,
Division of Environmental Management.
2. Air Quality and Dust Control
A. Any mining related process producing air contamination emissions
including fugitive dust shall be subject to the permit limitations and
monitoring requirements contained in the Air Quality Permit No. 6065
and any other requirements and/or regulations promulgated by the
Division of Environmental Management.
B. .The access (plant entrance) road shall be paved westward from its
junction with SR 1119 to the mine property lease line shown on the
mine map dated January 19, 1988. During quarry operation, water
trucks or other means that may be necessary shall be utilized to
prevent dust from leaving the permitted area.
3. Buffer Zones
A. Sufficient buffer shall be maintained between anv affected land and
any adjoining waterway to prevent sedimentation of that waterway from
erosion of the affected land and to preserve the integrity of the
natural watercourse.
B. Sufficient buffer shall be maintained between any excavation and any
adjoining property line to prevent caving of that property and to
allow grading of the side slopes to the required angle. No mining
related activity shall be conducted within 50 feet of any adjoining
property line.

Page 4 of 11
4. Erosion and Sediment Control
A. The operator shall notify the Raleigh Regional Office, Land Quality
Section, at least 48 hours prior to initiating any land disturbing
activities indicated in the approved application for a mining permit.
B. Adequate mechanical barriers including but not limited to diversions,
earthen dikes, brush barriers, silt check dams, silt retarding
structures, rip rap pits, or ditches shall be provided in the initial
stapes of any land disturbance and maintained to prevent sediment from
discharging onto adjacent surface areas or into any lake or.natural
watercourse in proximity to the affected land.
C. The Sediment and Erosion Control Plan dated February 10, 1987 and
revised April 5, 1987, January 19, 1988, February 4, 1988, March 22,
1990, August 1.3, 1990 and October 22, 1990 shall be followed. An
erosion and sediment control plan(s) shall be submitted to the
Department for approval prior to any land disturbing activities not
indicated on the revised erosion control plan or mine maps submitted
with the approved application for a mining permit. Such areas
include, but are not limited to, expansion outside of the initial pit
area (- 8.5 acres), creek crossings, or expansion of overburden
disposal areas.
D. All sediment basins corresponding to the two (2) berm additions shall
be constructed as per the details submitted with the modification
request letter and revised Mine Map - Sediment and Erosion Control
Plan dated August 13, 1990 and the supplemental information dated
October 22, 1990 with the exception that. NCDOT No. 5 washed stone
shall be placed 12" thick on the upstream face of the NCDOT class "B"
stone filter.
E. A suitable rip -rap dissipator shall be provided at the pipe outlet
from the pit clarification pond. The receiving channel shall be
armored for a minimum distance of six (6) feet.
5. Groundwater Protection
A. Groundwater observation wells shall be installed 30 days prior to
initiating any excavations of consolidated material (rock) in the initial
pit area to allow for the determination of pre-existing (static)
groundwater levels.
B. The observation wells shall be drilled wells cased into consolidated
rock and grouted to the surface. The borehole shall be extended to
the first water bearing zone in the consolidated rock. The wells
shall be secured against unauthorized entry with a lockable cap. The
depth, exact location, and number of wells shall be as recommended by
the Groundwater and Land Quality Sections, Department of Natural
Resources and Community Development. The necessary permits to
construct these wells shall be obtained from the Groundwater Section.

Page 5 of 11
C. The observation wells shall be monitored bimonthly at the same day
and approximate time of day for twelve (12) consecutive months
following the installation of the wells. The static water levels
shall be measured with an accuracy of plus or minus 0.1 foot and shall
be referenced to a datum point and a record of the water levels
maintained. The bimonthly precipitation and the volume of pit water
discharge shall also be recorded. Copies of these records shall be
provided to the Department on or about the end of month. Static water
level monitoring frequency may be increased or decreased following the
initial twelve (12) month period as deemed appropriate by the
Department.
6. Graded Slopes and Fills
A. 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
offsite damage because of siltation, shall be planted or otherwise
provided with groundcover, devices or structures sufficient to
restrain such erosion.
B. Overburden cut slopes along the perimeter of the pit shall be graded
to a minimum 2 horizontal to 1 vertical and shall be stabilized within
30 days of completion.
7. Surface Drainage
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. Blasting
The following blasting conditions shall be observed by the operator to
prevent hazard to persons and adjacent property from thrown rock or
vibrations:
A. In all blasting operations, except as hereinafter otherwise provided,
the maximum peak particle velocity of any component of ground motion
shall not exceed 1 inch per second at the immediate location of any
building outside of the permitted area regularly occupied by human
beings such as dwelling house, church, school, public building, or
commercial or institutional building. The operator shall monitor each
blast during the first one (1) year period with a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear (dBL) as
measured at the immediate location of any regularly occupied building
such as any dwelling house, church, school, public building, or
commercial or institutional building.

0
10
Page 6 of 11
C. The operator shall take all reasonable precautions to insure that
flyrock is not thrown beyond areas where the access is temporarily or
permanently guarded by the operator. Should flyrock occur beyond the
guarded area, the operator shall report the incident to the Department
immediately and further use of explosive at the site shall be
immediately suspended until the following actions have been taken:
1. A thorough investigation as to the cause(s) of the incident shall
be conducted.
2. A satisfactory report detailing the investigation shall be
provided to the Department within 10 days of the incident. Said
report shall, at a minimum, document the cause(s) of the flyrock
incident along with technical and management actions that will be
taken to prevent further flyrock incidents.
The report shall meet with the approval of the Department before
blasting may resume at the site. Failure to take corrective measures
to prevent flyrock and repeated instances of flyrock shall be
considered a violation of this permit.
D. The operator shall maintain records on each individual blast
describing: the total number of holes; pattern of holes and delay of
intervals; depth and size of holes; type and total pounds of
explosives; maximum pounds per delay interval; amount of stemming and
burden for each hole; and blast location. Records shall be maintained
at the permittee's mine office and copies shall be provided to the
Department upon request.
E. The operator shall, when requested by the Department, give 24 hour
advance notice to the Land Quality Section prior to any blast during a
period for which notice is requested.
High Wall Barrier
A•physical barrier consisting of a fence or boulder barriers, etc., shall
be maintained at all times around the perimeter of any highwall.
Visual Screening
A. Existing trees that are outside of the clearing and grading limits as
indicated on the revised site plan dated April 5, 1987 shall be left
uncut.
B. Berms shall be contructed as per the modification request letter and
revised Mine Map - Sediment and Erosion Control Plan dated August 13,
1990 and the supplemental information dated October 22, 1990.
Furthermore, additional berms shall be constructed as needed to
provide additional visual screening and noise barriers should the
Department find that such structures are warranted.

Page 7 of 11
11. Plan Modification
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 applications for
mining permit. Approval to implement such changes must be obtained from
the Department prior to on -site implementation of the revisions.
12. Refuse Disposal
No on -site disposal of refuse or other solid waste that are 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 Solid
Waste Management and the Land Quality Section, Department of
Environment, Health and Natural Resources. The method of disposal
shall be consistent with the approved reclamation plan.
On -site disposal of refuse generated on -site and directly associated
with the mining activity may be disposed of in a designated refuse
area provided that said disposal is in accordance with the rules and
requirements administered by the Division of Solid Waste Management
and the operator notifies the Land Quality Section in writing of his
desire to do so. Disposal of refuse shall be consistent with the
approved reclamation plan.
13. Annual Reclamation Report
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.
14. Bonding
The security which was posted pursuant to N.C.G.S. 74-54 in the form of a
$25,000.00 Blanket Bond is sufficient to cover the operation as indicated
on 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. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant
archaeological resources.

Page 8 of 11
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 By 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 allow the quarry excavation to fill with ground
water, barricade along the top of any highwall, and grade and revegetate
any areas in unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable
for the planned future use are as follows:
A. . All areas of unconsolidated material such as overburden or waste piles
shall be graded to a 2 horizontal to 1 vertical or flatter slope and
terraced as necessary to insure slope stability.
B. Any settling ponds or sediment basins shall either be backfilled and
stabilized or cleaned out and made into acceptable lakes.

Page 9 of 11
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 dumped at the
mine site.
Scrap metal, trash
or other such waste shall be removed
from the site and properly
disposed.
F.
The affected land shall be graded to
prevent the
collection of noxious
6r foul water.
3. Revegetation Plan:
Seeding Specifications:
1. Chisel compacted areas and spread topsoil three (3) inches deep
over adverse soil conditions, if available.
2. Rip the entire area to six (6) inches depth.
3. Remove all loose rock, roots and other obstructions leaving
surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly
and mix with soil (See Below*).
5. Continue tillage until a well -pulverized, firm, reasonably
uniform seedbed is prepared four to six inches deep.
6. Seed prepared areas with KY-31 Fescue at a rate of 250 lbs. of
seed per acre.
7. Lightly disc or rake seed into the top one inch of the prepared
seedbed.
8. Mulch immediately after seeding and anchor mulch (See Below*).
9. Inspect all seeded areas and make necessary repairs or
reseedings within the planting season, if possible. If stand
should be over 60% damaged, re-establish following original lime,
fertilizer and seeding rate.
10. Consult Conservation Inspector on maintenance treatment and
fertilization after permanent cover is established.

Page 10 of 11
11. Obtain soil test six months after planting and fertilize
accordingly.
*Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in
clay soils).
Fertilizer - 1,000 lbs./acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion at 300 gallons/acre
NOTE: Fescue is to be planted only between the following
dates:
Seeding Schedule:
DATE
Aug. 15 - Nov. 1
Nov. 1
- Mar. 1
Mar. 1
- Apr. 15
Apr. 15
- Jun. 30
July 1
- Aug. 15
September 15 - November 15
February 15 - April 15
If seeding is not completed during the above dates.
All areas to be seeded shall be stabilized with straw
mulch and/or an annual grain crop until the planting
dates are in effect. ("Abruzzi" Rye at 110-150
lbs./acre.)
Shoulders, Side Ditches, Slopes (MAX. 3:1)
TYPE PLANTING RATE
Tall Fescue 300 lbs./acre
Tall Fescue & Abruzzi Rye 25 lbs./acre
Tall Fescue 300 lbs./acre
Hulled Common Bermudagrass 25 lbs./acre
Tall Fescue and 120 lbs./acre
*** Browntop Millett or 35 lbs./acre
*** Sorghum - Sudan Hybrids 30 lbs./acre

Page 11 of 11
Slopes (3:1 to 1):1)
Mar. 1
- Jun. 1
Sericea Lespedeza (Scarified) and
50
lbs./acre
Mar. 1
- Apr. 15
Add Tall Fescue
120
lbs./acre
Mar. l
- Jun. 30
Or Add Weeping Lovegrass
10
lbs./acre
Mar. 1
- Jun. 30
Or Add Hulled Common Bermudagrass
25
lbs./acre
dun. 1
- Sept. l
*** Tall Fescue and
120
lbs./acre
*** Browntop Millett or
35
lbs./acre
*** Sorghum - Sudan Hybrids
30
lbs./acre
Sept. 1 - Mar. 1 Sericea Lespedeza (Unhulled-Unscarified) 70 lbs./acre
and Tall Fescue 50 lbs./acre
Nov. 1 - Mar. 1 Add Abruzzi Rye 25 lbs./acre
***Temporary - Reseed according to optimum season for desired permanent
vegetation. Do not allow temporary cover to.grow over 12" in
height before mowing,.otherwise fescue may be shaded out.
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 July 17, 1987 and modified March 31, 1988 and May 2,
1990, is subsequently modified this 21st day of November, 1990 pursuant to
G.S. 74-52.
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment, Health and Natural Resources

a
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Land Resources
James G. Martin, Governor June 3, 1992 Charles H. Gardner, P.G., P.E.
William W. Cobey, Jr., Secretary Director and State Geologrist
Mr. Francis E. Gattis
Route 6, Box 550
Knightwood Road
Fuquay, North Carolina 27526
RE: Blasting Complaint
Martin Marietta Aggregates - Fuquay Quarry,
Nello L. Teer Company - Holly Springs Quarry
Wake County
Dear Mr. Gattis:
This letter is to follow-up this office's investigation of
your blasting complaint regarding each of the above referenced
quarries for the alleged blasts conducted throughout the night and
around 5:40 p.m. on February 27, 1992.
Both companies have responded to this office regarding this
matter (see attached letters dated March 13 and May 5, 1992). Both
Teer and Martin Marietta have indicated that they have not
conducted blasting activities at these sites during this time
period. In addition, each company has in-house policies that
prohibit blasting during nighttime hours..
One possibility that may be causing the vibrations you have
perceived is vibrations resulting from artillery fire from training
operations at Fort Bragg.
I hope that this information will sufficiently address your
concerns. If you should have any further questions, please contact
me at [phone].
Sin
/gerely,
Cy Davis,
Minin Specialist
Land Quality Section
TED/td
Attachments
cc: Mr. John Holley
MM�r-. Horace Willson
Geolopcal Suk 5cat§;�eve Edgerton Lind Qnality Section Geodetic Survey Sanon
[phone] [phone] [phone]
P.O. 13ox 27687 • Raleigh, N.G. 27611-7687 • Telephone [phone]
An Equal Opportunity Affirmative Action Emplo�vr

MARTIN MARIETTA AGGREGATES
March 13, 1992
Mr. Tracy E. Davis, E.I.T.
Mining Specialist
Land Quality Section
Division of Land Resources
P. O. Box 27687
Raleigh, NC 27611-7687
Re: Assumed Blasting Complaint
Fuquay Quarry
Permit No. 92-12
Dear Mr. Davis:
p. A is tl- g
a p., f R, 9 gi F
MAR 18 1992
POST OFFICE BOX 30013
RALEIGH, NORTH CAROLINA 27622-00113n
TELEPHONE[phone] LAND QUALITY SI=.L1101`.
The last time we had a blast at Fuquay Quarry was on December 11, 1990 at 3:14 p.m. Also,
company policy and safety regulations prohibit blasting during nighttime hours. The vibrations Mr.
Gattis was experiencing on February 27, 1992 were coming from another source other than the
quarry. The quarry has been temporarily closed due to current market conditions. The last day the
gate was open for shipments was December 13, 1991.
We are not absolutely sure of the source but believe the vibrations, etc. are coming from training
operations at Fort Bragg. I will be contacting Mr. Gattis by phone to relay this information to him.
Please give me a call at 783-4631 if you have any questions about any of the above.
Sincerely,
?/et4cz 14);A-vi
Horace Willson
Manager
Environmental Services
HW/oe

G
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Land Resources
James G. Martin, Govemor
William W. Cobey, Jr., Secretary
March 4, 1992
Mr. Horace Willson, Manager
Enviornmental Services
Martin Marietta Aggregates
P.O. Box 30013
Raleigh, North Carolina 27612
RE: Blasting. Complaint
Fuquay Quarry
Mining Permit No. 92-12
Wake County
Dear Mr. Willson:
Charles H. Gardner
Director
I recently received a complaint directed at blasting
Practices conducted at the Fuquay Quarry in Wake County.
According to the complainant, Mr. Francis E. Gattis, the
vibrations produced from the.blasting have become increasingly
disruptive over the last several months. Of particular concern
were blasts that were conducted throughout the night and around
5:40 p.m. on February 27, 1992.
As provided for in the mining permit for this site, you are
requested to provide to this office duplicate copies of all shot
recordsrelated to the February 27th blasts including any
seismograph recordings made. Furthermore, all shot records for
one (1) production shot conducted immediately prior to and after
these shots must also be forwarded for review.
I suggest you contact Mr. Gattis directly and discuss this
matter with him, possibly making arrangments to monitor a series
of shots at his home with a seismograph. .
His address is: 2613 Knightwood Road
Fuquay-Varina, N.C. 27526
[phone]
P.O. Box 27687 • Raleigh, N.C. 27611-7687 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Willson
March 4, 1992
Page 2
I look forward to receiving the requested information in the
near future. Your continued cooperation will be appreciated.
Sincerely,
J
Tracy Davis, E.I.T.
Mining pecialist
Land Quality Section
TED/se
CC: Mr. John Holley
Mr. Francis E. Gattis

N.C. Department of Environment, Health, and Natural Resources
qq Division of Land Resources, Land Quality Section
Telephone Log Sheet of—L
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WANTS TO SEE YOU
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RETURNED YOUR CALL
Ir
N.C. Dept. of Environm6rit, Health, and Natu

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES
Date 19—
To:
From:
Remarks:
Note and file
❑ Note and return to me
❑ Nora and see me about this
For your approval
D Per our conversation
0 Per your requnt
❑ Note, Initial and forward
O Your comments, plea..
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12��R
UWLL/�dL wra+�R �ir�C
-
I -
r
secTT

-.anan —1 Ti
A. "', ,ashes'" --. W opro" Is cell ,its. (3) losses
chop .nr .I+eeop "if e*edlli.-, if vailable
1. its The cant. aw to ale (Q loaf.ee dedtb.
3. poseoe .11 lea- net. Inch we flora.
at ttoettw ,-I"
eurt". re...-tl7 sanest
I ills.. a.d d f4clA.tplet.
uMIK tI'Mmn r
Peuldera Side ditches Slope. (w.J: 12
Date Tyre. pl.n,tnt Rate
Avg I - Now 1 Tell F.". 300 It. ./ac rue
e.
Aral, .Orie.lt.nl Ilan. err
W as with an,, (Ms ,alaw•).
dew 1
- wr 1
Tall taco. s
Tellf.
)00 U../Acre
1s 11,./acre
S.
anitAral, 1
G-ata- tLused wool, a -11-pal eria,d, fire. .e.de.ah y
t .
y
wall. seedbed 11 prep-N (.I C .lr t."ns dstp.
Nor 1
- Apr I$
Tall roc..
300
lba./.era
s,
Scud Tropr.A .r-..IU 0-31 rescue .t a ,.te .f-554 Ile
25
lbs./.sued
poi -n'
Mr 15
- I.. 30
nulled coNoa I.r.udetnae
1.
.A"ly dim .c rW sdM 1-. 1M cep anp inch at the
b 1
- ..g 15
Tall name am
120
IDa.UUe
pop -ad ".&Adname1►
dter a-dW sd ostler sills% (ter M1M).
• ..Irauntap .11T-., or
)5
lb../.cr.
a.
,.I"1-ndlsail7
area d-esone" repair• or
•••iorthee-Sud.n hybrids
30
lb..hcrd
s.
Lawson, ,,I ".A"
ceanel too witthe ►laan1M suesse. If lf -o.d
"
ANY M ev- on d.,Ww. re-W1tA f.u.aiat w4lW
2, 1)
than, aal11A- am ....Nat ••••a.
/,open (3:1 t.
is.
host, yaneevstir loop.-... �true sae •nt
Mar 1
- J~ I
$.,I,.. lased..• (ec"(lN) am
50
lh../.era
(en"tA-san .tow- p..an•s• aever a .4abl/AN.
1,
4", ..'" ,aas va v.-so Ot.r tlo-tq W (.rrlli.e
(wr 1
- A►• 15)
Add Tell ,.....
120
lbs.hca
"Ge•diylr.
(wr I
- J. 30)
0, Add Ile.ptnt lov.lr.s.
10
lb,./.c,.
o
.gel-lt-al ,,,see~ - 1 Can/.ran O ,Awd/-t. I. CIA, anus)
(wr I
- Jane 30)
0Iw1Ld ,.i, M,Nd.gnt.
25
1b../.et,.
.,owl„
recalls., - 1,000 lbe./ant. - 10-10.10
Jun I
- $up 1
... Tell Fuca .nd
120
lbs.Acro
, ,w,.AwwA.,. - "a 1N.f..n - 20S aanlpu
--
or
)5
ibs./.cue.
holm - 2 ,a./-v s-ll ,rat. at,.
...be, - Asphalt h.ol.t. 0 31M P11-/-n
•••trovnrop .. h
••Se rgnan-soda ny0r ld.
30
lbs.
here
w all«w "T.-I
Sept I
- wr I
S.,icoo I.."a... (.Mu11N-
70
lbs.hcro
00R(
pa•- Io to ","" -17 "tween
...c.,ifl.d)
\ s"'Asire, it - uNT, ass, 15
..A All Fe.cue
50
lbs./acre
\
\ Rltwer7 15 - April 13
(Noe I
- w, 1)
Add Abrutii Nye
25
lbs./scte,
\
if "e " " ., caanl.'" """ the .Novi set-.
\
. \ A , / ,
\ \ I \ \ l // / / ` I 11
\ \ \ \ J / \\ \ \ / / ` \
I \ \ \ /
R. 1 1 \
I /- \, \ \ y
I I DIVERSION DITCH 5 - Ar- -►__1 /
I CTYPICAL/
-) / y0
,\ / /
\ '
\ .11 .roes `` M .a.ded Wll to .tshlllend with at" 1 '
`.a1.b asdle0 .�.00.1 Sul. crop ant" the N-a1Y aaTspor, - goo,*d according to nottaw- -a-n for desir*d pertinent ASPHAGL�T�,�PwAVERICJ\T
debt, ... a "Lot. (-...I- your 0 llo-150 IM./...) vegetation. Do not allow teapots" covar to grow over 12" in height $ODD' Fro" • E-k_]T ce_ -
Stllpla ,s,jA4,_pu,era5sa is"" an, be shaded out. \ _
—� -�T / / - - - / , 1,A \
1) Rw 0m, drlvesey,
p.nit if "CA$"".
2) install all teperary wUeset a'Id er.elon eNtrol devices and
the ditchas Along the "treoas road that Will fattcti" A* di -
worst", dertsg road constrvctieo. Cie., .17 the areas oaroo-
sary, to peralt caspoory device lestall.ti-.
3) Call the MCDVICt. Dlvi.lon of Larld last rc*s. RA1e19h 7081 tit
office (733-2314) to witty the "gienal Eft6loaaf that con-
•t"'tlN is abort to begin.
.) /4oczed With clearing oN eeagtrwttlda of "tr,ace rod. pov-
ooent ."trot best., pit el.rlflestlae send .,d plant va
filling ae overburden ra.val pranldst sufficlNt fill titer al.
5) wlntsin all zedlrnt sM *rasio- .wool devices th"thout
the con.traetion purl".
6) Stabilise .Ito a0 each area to brought to flat" grade with
Paving. raputlon, ditch linlego, eft.
7) Aft., ..IN ..ea 1. subll/t", resse t to tory dive""we,
silt fences, ,N leant bats., etc. Grade ro.wleea, bra *rest
and dead, tide or pow. to stabilize. Any rwinl.g "...rat
erosion control devices (I-*.. velocity 41..L"IOCS) aust be
In place.
IIOTTI ►role"d ffe*hWstdf pad des [ $tr Ict" plow* ..e to be
drawn up according to North Carolina AAA it itw fcd01
Title 15, Subch.pt.r 2[. D. 1. c_. by !tue*. ae -
fount and erosion control v� ices shown In that doe vita -y
.v he upgraded to ,.,I, with the Code.
CONSTRUCTION ENTRANCED
DRIVEWAY CONNECTION WILL
CONFORM TO NCDOT STANDARDS
1 4.1LV�T lit
ENTRANCE SIGNS
\ \A, / / I _ - - - - - - - I - - / / / I ` _ \ / "i I SEE NOTE 1, THIS SHEET
/ \ / I I 1 / - � - I- - - - - / ' - . I JIt I I
/ \ \ I I 1 III I _-- (
// \\ � y �, \\ I 1 DNERSION DITCHES DURING ROAD CONSTRUCTION 1 \ I I
/ 111/ ' __ `I \,\ t I I
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115 HOLLY p
SPRINGS
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l � %y
SCALE I"= 2 MILES
// \\ / \ •- DIMENT TRAP 7 ----' _------ I�` = /
- \, I-- ,-- \1 (TYPICA __- :'- _ '- : ` VICINITY MAP
/// v / 1'/�0 \\\\\ _l..•\ 5138•Z020tE- - Ff o YAwou,RD 2'o20 oD- \\ \1 � �T /����- /_ 1 / i-i------._i/ // ' ,,' -- _-- /' /, /' ) 1, \\\ \_�,, \-��
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y. ,' ' , - _:;, J - 1 - 9 aT 76' _ _ �,, -\ LEGEND
* / , t1,I`, , `//_\ `-` II'' 1 /-// -/v j - ((/f 1\ ,\ ,, ' I 1 / / , , - \ 1
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\ / \ \\\ \ \ \ \N, - __ _ ,' , I ,' j, -- \ \ „I `jI \� I I I % I I I 1 I I 1 1 / 1 \ \ -1' 0 TEJ'1�tnt/�7 II''ICa-21 TiZi 9
-'\� I I \I \,\ \\� / / ' lop lr` /�- \\ \ , , , { a\\C 1/ , ')/ I 1 I 1 I 1 \ \ 17 I --------_____ \ \
\ •- - - - - _ J I / I � ' 1' / / \ \ \ I i } I 1 \ I - / \ r �� —. LINED11E1 ' F�Gi1 1i /11MBFRED
j — ,' / I , / , , ' ! / dA I ` \ , \ ' . \ 1 S , `, \ I J I I I I 1 I ( I / \
f :.—..• % j - _-_ - /% . '� I /x I .' - - I I \\�''% \, `\I'I 1 ii I,I - ;, 1 , ;E. BURT I / -L`ti ----_ - \\\\ AJEEdl/CapVIOfE(i.eEiOLJ
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+ I 1 , I / I PROPOSED , I \', ;f 1' 1'1 1 I ' I / I
/ ,� i ', / \\ FRESH WATER, 1 \ ,' ' 1 11' r ) 1 I I ' II I , ; \ \
v 1 I , I ' I ) v V A
\ 1, /' I - __ =\\ POND j 1 \. 11 1 I I I \
I\I ` \ 1` / , - - _ _ _ _ I , I I ' 11 , , ', \ \ , \ \ I ` ,\,` �; , I ` \. \ ♦ � \ \ \ \ \ 1 \ \ \ \
(\\ \` \ \I \ / , - - - - - - - - - -\ ,' I I I I \\ \ I 1 ' \ -),/� I\' I V, lJ'J� iiXK ( I Ci(5r4h \ Q \ \ \ \ \ \ \ \ \
\I \ \ I ` I \ I - -; - - - - _ _ _ / ' ' ,' ,' / , ,' \ , , I11 I I{- � ,,` AT 715' Or- 0 4, I I p \ 11C7E e[X.K 41MV_IW'YL ,, \ \
\/- \. \` I ' - - --- / / ', \ , , I I, \ ,, f" \ ,\-)I1 1 1 1 , 1 \ \ \\ 11 AT •7v O,G C9 � O \ \ \
�- ' \1\ I I \ - _ - _ _ - - - I \I i ' ' / , , ./ �� i 1' I � L _ 1 \ ,;, L \ I I I \ 1 I \ \ \\ \ \ \ \ \ \ \ , , \ \ \
1 -� ,'/ \ \ , \," �\\ \ \ \ \ \ \ \
, \� -' '/, I ,' / PERMANENT I \-__ I \-- 1 / \, ,\\\\ \ \ \\ \ ,_/ \ \ \ \ \ 1
\ n /, I, , 1 I SEDIMENT I SEDIMENT ' - -\ \ 1 1 1 , / I \ , I N \\ \ \\ \ \\\. `\ \ \ J \ \ \\ \ \ 1 \ \
I\\ --`< f , i 'I ' \ BASIN - STORAQE - - - 1 I,,i"/ 1.\ = ue* \isrx jIW,K� \ \ \ \� N � \\\\\ \ \\ \�-�� I
` - \' I" 11 I I I I \ , ` \ t 2.2 A -RES ®, - --, \ +41 ACRES - - - _ I t ; ; I1' / ' ' - _ -AT s O-L I I 10 \ \ \\ \I \ \ \ `\ ` - - . I
\ / \ t I \ \
I\ � EMERGEi4CY` \\ 7' . `,, lNECES AR 11 , ' y/i /,','I"% \ \ \ I \ \\
\\\ - I / 4 ISMLLWAY \%, - - �-p-.-- _ /'I; - -NECESSARY); , ,' 11,';11✓� ;',',/I-�� CULveRT•4 _\ \ 1 i I I I i II \\ \\ -\\ I\\ \\ 1 //
' Ir\� gam•\:!\\ CLEARIIVV LIMITS - - -__ - i , I II ',' 1 ,. - ,( /'/ I 1 I \ /
1•It 11,1 ` _, __ / I DIVERSION DITCH('D),; 'r\\ �i'\ ,'/ /; ! 1 I \\ \\ ��
1 1 \ \• o� _ `. ___
- - __ r I ,, I,,I,I` / I - Z' 12 \ 11 /- ,a ` / I\ - \ `'rue\ -,--\
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\ \ - - --___ - ``�,,. ,FUTURE) \Ij 13 7 '\ �\ ,`\ \I
\ 1 ___�_ _--- -4ra-e �-.� OFFICE- vExT+5 / 1^ / // / \ \ \\--'\ \\ /
Il I( _'7 - - l'J .,d ~`\ 14 - I ( I 1 \ \\. \ \I-- N \\ \
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- _ - - - T /' 5 ACRES cL� �'s - - ` \\ \ \\ \ a `{1�T I.
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1I , I I / ' - v' - r'"" . I / �_ dyCCKPILE - - �\ \1 i.i eozcl+�+crr'r+K. �� \ -�_ ------- IN � �---- `-
I \ \ \ 1 I V�` i \. 1.-+ ip41'lEA _ \ �-`\ \ IS AT"%S'QG.Q�CI� \ \\ \�� �, \
\ � A
\\\ \ `\\ \\ \\\\ III I ' ,del/�/ F=-SEE NOTE 5 _-- Q ,. /1 Il ± /1- 1/`�\\\\ \ \`\\\� / WELE -\\ - - - ��_ \\\\.\ \\\ `I 11 \ \
\ , ,I 1 I I I ' ��lll \. \.' / O I I \ \r����J\( \ 'I- I 3e46 % 'WE Tan- �'��.\\\\\ \\I
\ \ \ ,\•, \ ,II I I I I / - I 1 -\ '- \ 1 \ - -\ _\ \ 'MMPOi ,I �j86/--'_- �i� _�---
\ , J 1 1 •\ - \\ FARM POAD �y\\ A,I
Ive
I I ` I ,v i I I I I \ HEA WALL ` \ - is,0 \ r \ \ \ \ \ ` / / '/
\ tW , _ �ty3ty /y �y�L/ / / - -
1 I 1, 1 ,owl \ \ \ , I , r \ \ \ I Q - AKE COON 1 \ \ \ \ \ \ \\ \ '� / / / / - - �' /' � i /.
%\ III F�Q� ' ' lIl , ;\\\ \\ \ VsA ANT A_ --\ , \ r IIs' TYPE A SCREEN111G• \ \. \ \� \ ii l/ / - //" /'
\ 1 a6LJI11►wr�11t f I I \ \ \`---"'-- - -, I \ ` 19 IW EXISTING TOPOG7RvAPHY\ `\\\ \ / / 1 '/ --_--- /�/ ''/ ,.
�I 1 I I I I \� Jr. - - - - FU�LyF�ILLLppS�a�O�tP�ACI t 6 \ \ ` \ \ \ \ /I 1 --, / /
/ \ , ^ ,' I f ,1 I I I ` \ \ � \ \ - - - - - - - - - - - - - ' ' , \ I \ REOUIR L ISIL.SW I ' \ -''\ \ `\.I I / I i - i
\ 1 / I \ - < \ - , ,f--7-/ '� \\ I \ SUPPLEMENTAL PLANTING'\ r\\\ �' /' I/'
\ \\ 1 i / i - I \ � = �.Z- -/ , / I _ _ �✓ 5d WILL 6E DONE 'fb 5 \
\\ I i S T7LJNG FIOND FU'R i -'\�� ?_ _ \\ PROVIDE WTEMTTPF,.NT \ \ 1
\ ` I II I I I 10 SURGE PILE AND - - - _ ��: — \ - VISUAL OR9TRUCTLOKS \ \ � \ / E. BURT
`\ I I 1 1, \, PRIMARY CRt1S_FiEA - _ _ I SEE VOTE 5 \ \ ,)
y� 1 \ \ ( / / %_ \ 1— / � \ �1
I I R. 1 , \ 1\ \\ \` b \ _ _ \\ /IY'�LEr- I V _4/�{A. / _ _ _ _ _ _ _ _ _ \ 1 \ I\ \ \ �` / �-
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P, \ \ • I --- \ \
t3 -\ 10 PIT r - - -- 1 , \ \ \ ) \\ --� - _�. \
_(��t CLARIFICAT � F `r\ ` LSW,z,(. `so'IE� 6ao. �o \ \
/=-- -- -
t It
-- ,} \,.._I r , \��,`\, PIT 1991 I I \ - 7, AEL4i6__i'/
\\ `\Ir1 \11 / Vp4 -_ _ - \ -/ \ i=•�� ( 1 ---- t ----_ \ I�AEXIST1N:i /i
_,, �I I , I / / / 1 I , '- J„-\ - a \`, ,`1 \ 1 / I' I , I -_"C_ _ - Y _ --- - - _ _ - \ \I\ .\\♦IL/may. / /
I , / ll , I f / , , / / \ ` \ \I, I \ , I I I �. \/1� _ J - - ' _ _ - _ - - _ _ `- \ ` ` \ \ taw >� /
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FT TUTOR /,,- - -, I ,' ,' / , ) \ ,I I Y ' --- _ - _ - - - - - - - - U �
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I \ / ' { - \/ , / / , I 1 I I'1I, r\ I ,(PROJECTED) 10YR PIT EXPANW ' ; `L o
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LINES AND AROUND ENTRANCE ROAD)
MINE MAP
Sediment and Erosion Control Plan
Date 19 2#A'uA4-- 114,4
4 F HBfI orI3 aTawyOi l^ o sQA
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MARTIN MARIETTA AGGREGATES
Fuquay
WAKE•COUNTY • N 0 I -CAROL I NA
,. .
9PI°)b7--,S -ei _tl� 5�"!IPII 17, d-avu

State of North Carolina
Department of Environment, Health, and Natural Resources
Raleigh Regional Office
James G. Martin, Governor REEdmond John Maguire
1(�
William W Cobey, Jr., Secretary C ly k— l Manager
#AY2 7 199�
DIVISIOMaOF27AND992SOURCES�1"!p p���LlrySE,7JrN
Martin Marietta Aggregates
P.O. Box 30013
Raleigh, NC 27622-4550
ATTN: Horace Willson, Manager - Environmental Services
RE: Revised Erosion Control Plan
Fuquay Quarry (92-12)
Wake County
Dear Mr. Willson:
This is to acknowledge our acceptance of the plans for the
subject project received in this office on April 28, 1992. We
have reviewed the information and have found it to be
satisfactory. Therefore, it is now considered a part of the
mine development plans subject to the conditions of your mining
permit.
Thank you for
this office when
and ready for our
advise.
JLH
cc: Steve Whitt
Tracy Davis
your cooperation in this matter. Please notify
the on -site corrective actions are completed
inspection. If there are any questions, please
incerely,
203�n L. ifol%y, Jr.Z. , CPESC
R ional Engineer
J,And Quality Section
Raleigh Regional Office
3800 Barrett Drive, Suite 101 • Raleigh, N.C. 27609
Telephone [phone] Y FAX Number [phone]
An Equal Opportunity Affirmative Action Employer

MARTIN MARIETTA AGGREGATES
April 27, 1992
Mr. Tim Holland
Land Quality Section
Division of Environmental Management
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Subject: Mine Inspection
Fuquay Quarry - 92-12
Dear Mr. Holland:
POST OFFICE BOX 30013
RALEIGH, NORTH CAROLINA 27022-0013
TELEPHONE [phone]
„-n z b 1992
Raleigh Regional Office
Enclosed please find duplicate copies of details on the corrective measures that will be installed at
Martin Marietta's Fuquay Quarry following your inspection on March 25, 1992. During the
inspection it was noted that several items needed repair and several needed to be included on the
mine map.
Included in this information are details for the rip -rap channel that will be installed above the existing
pit and details on the sediment basin located above the existing pit clarification pond. A revised mine
map is also included. These items are expected to be installed within the next two weeks.
Please get in touch with this office if any additional information is needed on this matter.
Sincerely,
4/
� ";/ Alf #
Steve Whitt
Environmental Engineer
SW/oe
Enclosure
cc: H. S. Willson
C. A. Weaks
Steve Robinson

IN MARIETTA AGGREGATES
JOB.- E »I
P.O. BOX 30013
SHEET NO. OF
CALCULATED BY tt'l-, DATE 4-i 0- 4 Z
RALEIGH, NC 27622
CHECKED BY DATE
[phone]
SCALE

MARIETTA AGGREGATES
P.O. BOX 30013
RALEIGH, NC 27622
[phone]
JOB FU OU AY
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SHEET NO. 2-
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CALCULATED BY
DATE 4h3�91�
CHECKED BY
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R.T.Fammiul
nN M RlEfTA AGGREGATES
P.O. Box 30013
RALEIGH NC 27622
(919) �81-4550
y
SHEET NO. OF 4
CALCULATED BY MSS DATE 0-3/9-7,
CHECKED BY nATP
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Section Through Basin And Filter
No Scale
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See Schedule
V Min. Freeboard
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MARTIN MARIETTA AGGREGATES
October 22, 1990
Mr. Tracy Davis, E.I.T.
Acting Mining Specialist
Division of Land Resources
P. O. Box 27687
Raleigh, NC 27611-7687
Subject: Additional Requested Information
Fuquay Quarry Berm Additions
Permit #92-12
Dear Mr. Davis:
P.O. BOX 30013
RALEIGH, N.C. 27622 0013
TELEPHONE IBM 7B1 4550
R cEdV�ID
oCT Zg 1990
rA�n n114UTV SECrjoN
Enclosed please find two copies of the additional information that was requested
concerning the proposed berm addition at our Fuquay Quarry. Included in this material
are the dimensional details of the five sediment basins that were shown on the original
plan. Please add this material to the previously submitted plans.
Please get in touch with me if any additional information is needed on this matter.
Sincerely,
Steve Whitt
Environmental Engineer
SW/cb
cc: George Collins
Steve Robinson
li. S. Willson

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DIVISION OF LAND RESOURCES
August 16, 1990 RECEIVED
MEMORANDUM AUG 1 l 1990
TO: Tracy Davis, Mining Specialist LAND QUALITY SECTION
FROM: John Holley, Regional Engine r
SUBJECT: Proposed Modifications
Fuquay Quarry (92-12)
Wake County
Attached are copies of two proposed changes to the plans for the
subject mine recently received in our office. We have reviewed
the proposals and do not see any problems with the concepts.
Switching to a solid riser on the permanent sediment basin should
not present a significant performance problem. However, the
sediment traps or stabilized outlet structures detailed on the
berm proposal must be designed to ensure that adequate sediment
storage is provided.
How would you like to proceed? I recommend that we approve the
riser modification, and I recommend that we request specific trap
design before we approve the berm proposal. I can respond to
Martin Marietta accordingly if you would like.
If there are any questions, please advise.
JLH

MARTIN MARIETTA AGGMEGATES
July 23, 1990
JUL 215 1g90
Mr. Tim Holland
Land Quality Section
Division of Environmental Management
P. O. Box 27687
Raleigh, NC 27611
P 0. BOX 30013
RALEIGH, N.C. 27622 0013
TELEPHONE [phone]
Subject: Modification to Permanent Sediment Basin
Fuquay Quarry
Mining Permit No. 92-12
Dear Mr. Holland:
Enclosed please find duplicate copies of two sketches showing a modification we would
like to make to the permanent sediment basin at our Fuquay Quarry. The existing basin
has a perforated riser and we would like to replace this with a riser with no perforations.
At the present time Fuquay has a limited supply of water for dust suppression and with
activity expected to increase at the site in the near future the need for additional water
storage will exist. Installing a riser in the place of the perforated riser will enable this
basin to impound the water that is needed.
Please get in touch with this office if any additional information is needed for your
review of this modification.
Sincerely,
Steve Whitt
Environmental Engineer
S W /oe
cc: W. T. Sellers
Steve Robinson
H. S. Willson

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(PERMANENT SEDIMENT BASIN -PLAN VIEW
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MARTIN MARIETfA AGGREGATES
August 13, 1990
Mr. Tim Holland
Land Quality Section
Division of Environmental Management
P. O. Box 27687
Raleigh, NC 27611
Subject: Addition of Earthern Berms
Fuquay Quarry
Mining Permit No. 92-12
Dear Mr. Holland:
P. 0. BOX 30013
RALEIGH, N.C. 27622 0013
TELEPHONE [phone]
Enclosed please find duplicate sets of drawings that detail the addition of two earthern
berms at our Fuquay Quarry site. A location map, erosion control details and a berm
cross section detail are included in this set.
During the initial phases of construction at the Fuquay site the pit overburden was used
as fill material to construct the entrance road. As pit development continues the need
for additional storage area for this overburden increases. The gradual development of
these two berms will provide a use for this stripped material.
Please get in touch with this office if any additional information is needed in your review
of this matter.
Sincerely,
Steve Whitt
Environmental Engineer
SW/oe
Enclosure
cc: W. T. Sellers
H. S. Willson
Steve Robinson

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State of Nonh Carolina
Department of Environment, Health, and Natural Resources
Division of b-d Resources
512 North Salisbury Street • Rzleigh, North Carolina 27611
James G. Martin, Governor Stcphcn G. Conrad
William UV. Cobey, Jr., Secretary a 2 1990 Director
Y ,
Mr. Horace Willson
Manager - Environmental Services
Martin Marietta Aggregates
P. 0. Box 30013
Raleigh, North Carolina 27622
RE: Permit #92-12
Fuquay Quarry
Wake County
Dear Mr. Willson:
Your recent request to have Mining Permit No. 92-12 for the Fuquay
Quarry in Wake County modified has be=_n approved to allow the realignment of
the entrance road,and revisions to the corresponding erosion and
sedimentation control measures as per tKe Mine Map - Sediment and Erosion
Control Plan revised March 22, 1990. .A copy of the modified permit is
enclosed.
The conditions in the modified o=rmit were based primarily upon the
initial application. Modifications were made as indicated by the
i modification request and as required o insure compliance with The Mining Act
of 1971. The expiration date, mine name and permit number shall remain the
same as before the modification.
The issuance of a mining permit :nd/or any modification to it does not
supercede local zoning regulations. The responsibility of compliance with
the applicable zoning regulations liez with you.
Please review the modified permi- and advise this office at (919)
733-4574 should you have any question concerning this matter.
Sincerely,
//xc���
((Tracy Davis, E.I.T.
Mining Specialist
!and Quality Section
TED/se
Enclosure
cc: Mr. John Holley, P.E.
P.O. Rox 27687, Raleigh, North CaroNcz : 611-7687 Telephone [phone]
An Equal Opponuniw =.,,=-mve Action Employer

DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES ``3
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
P E R M I T
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 Regulation 15 NCAC
5 B, and other applicable laws, rules and regulations
Permission is hereby granted to:
Martin Marietta Aggregates
Fuquay Quarry
Wake County - Permit No. 92-12
for the operation of a
Crushed Stone Quarry
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.

Page 2 of 11
In accordance with the application for this mining permit, P:hich is hereby
approved by the Department of Environment, Health and Natual Resources,
hereinafter referred to as the Department, and in conformity with the approved
Reclamation Plan attached to and incorporated as part of t�is permit, provisions
must be made for the protection of the' surrounding environment and for
reclamation of the land and water affected by the permitter- mining operation.
This permit is expressly conditioned upon compliance with ell the requirements
of the approved Reclamation Plan. However, completed periermance of the
approved Reclamation Plan is a separable obligation, secur_d by the bond or
other security on file with the Department, and may surviv= 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 permit_ee 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 Ilinir:c Act and that the
successor operator agrees to assume the duties of the perm'U ee with reference
to reclamation of the affected land and posts a suitable bend 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 _ny 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.
npfinitinnt
Wherever used or referred to in this permit, unless the cc�text clearly
indicates otherwise, terms shall have the same meaning as supplied by the Mining
Act, N.C.G.S. 74-49.
Modification
A. March 31, 1988: This permit is modified to include t'�e revisions to the
Sediment and Erosion Control Plan dated January 19, I088 and revised
February 4, 1988.
B. May 2, 1990: This permit is modified to allow the relocation of the
entrance road and revisions to the corresponding erosion and sedimentation
control measures as per the Mine Plan - Sediment and =rosion Control Plan
revised March 22, 1990.
Expiration Date
This permit shall be effective from the date of its issuance until July 17,
1997.

Page 3 of 11
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:
OPERATING CONDITIONS:
1. Wastewater and Quarry Dewatering
Any wastewater processing or mine dewatering shall be in accordance with
the requirements and regulations promulgated by the Water Quality Section,
Division of Environmental Management.
2. Air Quality and Dust Control
A. Any mining related process producing air contamination emissions
including fugitive dust shall be subject to the permit limitations and
monitoring requirements contained in the Air Quality Permit No. 6065
and any other requirements and/or regulations promulgated by the
Division of Environmental Manaaement.
B. The access (plant entrance) road shall be paved westward from its
junction with SR 1119 to the mine property lease line shown on the
mine map dated January 19, 1988. During quarry operation, water
trucks or other means that may be necessary shall be utilized to
prevent dust from leaving the permitted area.
3. Buffer Zones
A. Sufficient buffer shall be maintained between any affected land and
any adjoining waterway to prevent sedimentation of that waterway from
erosion of the affected land and to preserve the integrity of the
natural watercourse.
B. Sufficient buffer shall be maintained between any excavation and any
adjoining property line to preven_ caving of that property and to
allow grading of the side slopes to the required angle. No mining
related activity shall be conducted within 50 feet of any adjoining
property line.
4. Erosion and Sediment Control
A. The operator shall notify the Raleigh Regional Office, Land Quality
Section, at least 48 hours prior to initiating any land disturbing
activities indicated in the approved.application for a mining permit.
B. Adequate mechanical barriers including but not limited to diversions,
earthen dikes, brush barriers, siit 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 or.natural
watercourse in proximity to the affected land.

Page 4 of 11
C. The Sediment and =rosion Control Plan dated February 10, 1987 ar:•-
revised April 5, 1987, January 19, 1988, February 4,1988 and March 22,
1990 shall be followed. An erosion and sediment control plan(s) shall
be submitted to the Department for approval prior to any land
disturbing activities not indicated on the revised erosion control
plan or mine maps submitted with the approved application for a mining
permit. Such areas include, but are not limited to, expansion a.rtside
of the initial pi= area (` 8.5 acres), creek crossings, or expansion
of overburden disposal areas.
D. A suitable rip -rap dissipator shall be provided at the pipe outlet
from the pit clarification pond. The receiving channel shall be
armored for a minimum distance of six (6) feet.
5. Groundwater Protection
A. Groundwater observation wells shall be installed 30 days prior _o
initiating any excavations of consolidated material (rock) in the initial
pit area to allow for the determination of pre-existing (static'
groundwater levels.
B. The observation wells shall be drilled wells cased into consolidated
rock and grouted to the surface. The borehole shall be extended to
the first water bearing zone in the consolidated rock. The wells
shall be secured against unauthorized entry with a lockable cap. The
depth, exact location, and number of wells shall be as recommenced by
the Groundwater and Land Quality Sections, Department of Natural
Resources and Community Development. The necessary permits to
construct these wells shall be obtained from the Groundwater Section.
C. The observation wells shall be monitored bimonthly at the same day
and approximate time of day for twelve (12) consecutive months
following the installation of the wells. The static water leve-:s
.shall be measured with an accuracy of plus or minus 0.1 foot anc shall
be referenced to a datum point and a record of the water levels
maintained. The bimonthly precipitation and the volume of pit .rater
discharge shall also be recorded. Copies of these records shal-. be
provided to the Department on or about the end of month. Static water
level monitoring frequency may be increased or decreased following the
initial twelve (12) month period as deemed appropriate by the
Department.
6. Graded Slopes and Fills
A. The angle for graded slopes and fills shall be no greater than -he
angle which can be retained by vegetative cover or other adequa-e
erosion control measure, structure, or device. In any event, exposed
slopes or any excavated channels, the erosion of which may cause
offsite damage because of siltation, shall be planted or other�,`se
provided with groundcover,,devices or structures sufficient to
restrain such erosion.

B. Overburden cut slopes along
to a minimum 2 horizontal to
30 days of completion.
7. Surface Drainaqe
Page 5 of 11
the perimeter of the pit shall be graded
1 vertical and shall be stabilized within
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. Blasting
The following blasting conditions shall be observed by the operator to
prevent hazard to persons and adjacent property from thrown rock or
vibrations:
A. In all blasting operations, except as hereinafter otherwise provided,
the maximum peak particle velocity of any compor:ent of ground motion
shall not exceed 1 inch per second at the immediate location of any
building regularly occupied by human beings such as dwelling house,
church, school, public building, or commercial cr institutional
building. The operator shall monitor each blas.t. during the first one
(1) year period with a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear (dBL) as
measured at the immediate location of any regularly occupied building
such as any dwelling house, church, school, public building, or
commercial or institutional building.
C. The operator shall take all reasonable precautions to insure that
flyrock is not thrown beyond areas where the access is temporarily or
permanently guarded by the operator. Should flyrock occur beyond the
guarded area, the operator shall report the incident to the Department
immediately and further use of explosive at the site shall be
immediately suspended until the following actions have been taken:
1. A thorough investigation as to the cause(s) of the incident shall
be conducted.
2. A satisfactory report detailing the investigation shall be
provided to the Department within 10 days of the incident. Said
report shall, at a minimum, document the cause(s) of the flyrock
incident along with technical and management actions that will be
taken to prevent further flyrock incidents.
The report shall meet with the approval of the Department before
blasting may resume at the site. Failure to take corrective measures
to prevent flyrock and repeated instances of flyrock shall be
considered a violation of this permit.

Page 6 of 11
D. The operator shall maintain records on each individual blast
describing: the total number of holes; pattern of holes and delay of
intervals; depth and size of holes; type and total pounds of
explosives; maximum pounds per defy interval; amount of stemming and
burden for each hole; and blast location. Records shall be maintained
at the permittee's mine office and copies shall be provided to the
Department upon request.
E. The operator shall, when requested by the Department, give 24 hour
advance notice to the Land Quality Section prior to any blast during a
period for which notice is requested.
9. Hioh Wall Barrier
A physical barrier consisting of a fence or boulder barriers, etc., shall
be maintained at all times around the perimeter of any highwall.
10. Visual Screening
Existing trees that are outside of the clearing and grading limits as
indicated on the revised site plan dated April 5, 1987 shall be left uncut.
Berms shall be contructed as needed to Provide additional visual screening
and noise barriers should the Department find that such structures are
warranted.
11. Plan Modification
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 applications for a
mining permit. Approval to implement such changes must be obtained from
the Department prior to on -site implem=_ntation of the revisions.
12. Refuse Disposal
No on -site disposal of refuse or other solid waste that are 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 the Department of Human Resources, Division of
Health Services and the Department of 'natural Resources, Land Quality
Section. The method of disposal shall be consistent with the approved
reclamation plan.
On -site disposal of refuse generated on -site and directly associated with
the mining activity is a permissable activity provided that the operator
notify the Land Quality Section in writing of his desire to do so.
Disposal of refuse shall be consistent with the approved reclamation plan.

Page 7 of 11
13. Annual Reclamation Report
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.
14. Bonding
The security which was posted pursuant to N.C.G.S. 74-54 in the form of a
$25,000.00 Blanket Bond is sufficient to cover the operation as indicated
on 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. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant
archaeological resources.

Page 8 of 11
APPROVED RECLAMATION
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 By 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 shell 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 arry 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 allow the quarry excavation to fill with ground
water, barricade along the :op of any highwall, and grade and revegetate
any areas in unconsolidated material. '
2. The specifications for surface gradient restoration to a surface suitable
for the planned future use ere as follows:
A. All areas of unconsol:,dated material such as overburden or waste piles
shall be graded to a 2 horizontal to 1 vertical or flatter slope and
terraced as necessary =o insure slope stability.
B. Any settling ponds or sediment basins shall either be backfilled and
stabilized or cleaned rut and made into acceptable lakes.

Page 9 of I
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 dumped at the mine site. Scrap metal, trash
or other such waste shall be removed from the site and properly
disposed.
F. The affected land.shall be graded to prevent the collection of nox"ous
or foul water.
3. Revegetation Plan:
Seeding Specifications:
1. Chisel compacted areas and spread topsoil three (3) inches deep
over adverse soil conditions, if available.
2. Rip the entire area to six (6) inches depth.
3. Remove all loose rock, roots and other obstructions leaving
surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly
and mix with soil (See Below*).
5. Continue tillage until a well -pulverized, firm, reasonably
uniform seedbed is prepared four to six inches deep.
6. Seed prepared areas with KY-31 Fescue at a rate of 250 lbs. cf
seed per acre.
7. Lightly disc or rake seed into the top one inch of the prepared
seedbed.
8. Mulch immediately after seeding and anchor mulch (See Belovr*;.
9. Inspect all seeded areas and make necessary repairs or
reseedings within the planting season, if possible. If stand
should be over 60% damaged, re-establish following original time,
fertilizer and seeding rate.
10. Consult Conservation Inspector on maintenance treatment and
fertilization after permanent cover is established.

Page 1i, of 11
11. Obtain soil test six months after planting and fertilize
accordingly.
*Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in
clay soils).
Fertilizer - 1,000 lbs./acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion at 300 gallons/acre
NOTE: Fescue is to be planted only between the following
dates:
Seedino Schedule:
DATE
Aug. 15 - Nov. 1
Nov. 1
- Mar. 1
Mar. 1
- Apr. 15
Apr. 15
- Jun. 30
July 1
- Aug. 15
September 15 - November 15
February 15 - April 15
If seeding is not completed during the above dates.
All areas to be seeded shall be stabilized wit- straw
mulch and/or an annual grain crop until the planting
dates are in effect. ("Abruzzi" Rye at 110-150
lbs./acre.)
Shoulders, Side Ditches, Slopes (MAX. 3:1)
TYPE PLANTING RP.7E
Tall Fescue 300 lbs./acre
Tall Fescue & Abruzzi Rye 25 lbs./acre
Tall Fescue 300 lbs./acre
Hulled Common Bermudagrass 25 lbs./acre
Tall Fescue and 120 lbs./acre
*** Browntop Millett or 35 lbs./acre
*** Sorghum - Sudan Hybrids 30 lbs./ac-e

Page 11 of 11
Slopes (3:1 to 1):1)
Mar. 1
- Jun. 1
Sericea Lespedeza (Scarified) and
50
lbs./acre
Mar. 1
- Apr. 15
Add Tall Fescue
120
lbs./acre
Mar. 1
- Jura. 30
Or Add Weeping Lovegrass
10
lbs./acre
Mar. 1
- Jug. 30
Or Add Hulled Common Bermudagrass
25
lbs./acre
Jun. 1
- Sege. 1
*** Tall Fescue and
120
lbs./acre
*** Browntop Millett or
35
lbs./acre
*** Sorghum - Sudan Hybrids
30
lbs./acre
Sept. 1
- Mar. 1
Sericea Lespedeza (Unhulled-Unscarified)
70
lbs./acre
and Tall Fescue
50
lbs./acre
Nov. 1
- Mar. 1
Add Abruzzi Rye
25
lbs./acre
***Temporary - Reseed according to optimum season for desired permanent
vegetation. Do not allow temporary cover to grow over 12" in
height before mowing, otherwise fescue may e shaded out.
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 cf completion or termination of mining.
This permit, issued July 17, 1987 and modified March -,1, 1988, is
subsequently modified this 2nd day of May, 1990 pursuant to G.S. 74-52.
By: �J - e�
Charles H. Gardner, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment, Health and Natural Resources

N.C. Department of Environment, Health, and Natural Resources
Division of Land Resources, Land Quality Section
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RECIPIENT —RETAIN WHI COPY, RETURN PIN COPY. -
TURN OVER FOR USE WITH WINDOW ENVELOPE.

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FILL IN NAME AND ADDRESS HERE
FOR RETURN IN WINDOW ENVELOPE
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Subject
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WilsonJones
GRAYLINE FORM 44-903 3-PART
CIM -PRINTED IN USA,
Speed Lefle �
From Date 3 23�LU
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Reply
SENDER —DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES WITH CARBON INTACT.

LITTLE & LITTLE MER (OF
P.O. BOX 1448
RALEIGH, NORTH CAROLINA 27602
[phone]
(FAX) 831-2329
To Div. of Natural Resources
Land Quality Section, EHNR
Archdale Bldg.,5th Floor
512 N. Salisbury St.
Raleigh, NC 27601
UO ° uVSuV Wk uliviIU dl-jyl
nr,F1 7. 7. NVV1
22-Mar-90
JOB NO. 1903.07
ATTENTION Trac.
E
> aytsl
RE: MMA Fuguay Quarry.
WE ARE SENDING YOU ] Attached Under separate cover via Deliver to Office
❑ Shop drawingsQ Prints ❑ Plans Q
❑ Copy of letter ❑ Change order n
the following items:
Specifications
COPIES
DATE
NO.
DESCRIPTION
1
2/4/88
Fuguay Quarry Mine Map: ORIGINAL APPROVED PLAN
3
3/21/90
Fuguay Quarry Mine Map: REVISED S&E PLAN
2
3/21 /90
REVISED Fuguay Q. Site Data, Schedules, Details, and Specs.
THESE ARE TRANSMITTED as checked below:
x For approval
❑ Approved as submitted
❑ Resubmit._ copies for approval
xj For your use
❑ Approved as noted
I] Submit copies for distribution
❑ As requested
Returned for corrections
❑ Return corrected prints
x For review and comment
❑ FORBIDS DUE 19_ PRINTS RETURNED AFTER LOAN TO US
REMARKS We are enclosing both the original Martin Marietta Aggregates approved Fuquay Quarry Mine Map and S&E
Plan (and Specs book), and the current revision.
The primary change is a minor realignment of the entrance road in order to avoid interference with operation
cattle farm facilities, and to reduce cut and fill. In making these chances we have undated the associated S&E structurE
to reflect current standards. Ditches and culverts are sized for the 25 year storm, instead of the original 10 year storm
standard. Rock check dams have been added at culvert outlets. The Seeding Schedule has been revised to current
standards, and the Sequence of Construction has been elaborated. Additionally, details and schedules have been
updated to current standards
There are also some minor revisions to the office area layout and the plant area grading. However, these
have not substantialiv affected the S&E Dian in these areas. . I
copy To: John Holley, Land Quality Section, NC EHNR
Sieve Robinson, Raleigh District, Martin Marietta Aggregates SIGNED:
Horace Willson, Martin Marietta Aggregates

• Seeding Schedule and Seedbed Preparation Notes
SEEDING SCHEDULE FOR ALL GRASSED AREAS
PLANTING DATES SEED MIX RATES: LES/ACRE CFI DBED PREPARATION NOTES
March June \
ericea espedeza 1. Surface water control measures are to be Installed according to plan. \ \ / \
(scarified) 2. Areas to be seeded shall be ripped and spread with topsoil (if available), I - \ \ \\ ` \\\ /\\
\\
`
KY-31 Fescue 120 3' deep- Total seedbed prepared depth shall be 4' to 6' deep. I /
3. Loose rocks, roots and other obstructions shall be removed from the \ \ \ \ /
June 1 - September 1 KY-31 Fescue 120 surface so that they will not Interfere with establishment and maintenance of \ \ , / /' �\ \
vegetation. Surface for final seedbed preparation, at finish grades shown, \ . \ \ // / 1
Sorghum - Sudan hybrids 50 shall be reasonably smooth and uniform. \ t x , \ \ \ / 1S/ \ \ Ir
September 1 - March 1 Sericea lespedeza 70 4. If M soil test is taken, fertilizer and Ime shall be according to the seeding \ \ � \ \ \ // / �/ x '` 'I
(unhulled; unscarifled) specifications above. In addition, provide 15 lbs./1000 sq. ft. of super- \ \
phosphate. \ \ \ 11 \ i Rock Check Dam / // \ \ \
\ t
KY-31 Fescue 1p 5. ff soil test is taken, provide lime and fertilizer according to the sod test report. I \ / \
Abruzzi rye 25 ' '
A soil test is recommended. I ' \ / : � � \
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during - R ; 4\ \ / I 1 \ - ` CONSTRUCTION ENTRANCEO
Fertilize seedbeds with 2 tons/acre lime and 500 lbs./acre 10-20-20 seedbed preparation. I I `\
7. WATER all seeded areas and keep most until new grass is established. -. DRIVEWAY CONNECTION WILL
I I DIVERSION DITCH 5 - / I � � `' CONFORM TO NCDOT STANDARDS
Mulch with 2 tons/acre clean straw or hay. crY Pic v) / / g ' ._
I� with rapid setting emulsified asphalt at 10 gal./1000 sq. ft., or other tacking \ //\��� \ `' / / (
agent approved by Owner. ASPHALT PAVEMENT I L J I � r / \ `'
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/ SCRAP METAL I,l3sa.' \ \ I \
\ �� \`, ' .-' , ' ' STORAGE I I 1\`,`, at'�s Ft. o.c. ; \ \ \ \ \ I \I \
\ \\ \ , ` i / . -/ �� , • , / ' / I - \ i , \ , , ei flock eck b s \ +1 \ \ \ i —j --4 —i ftWp GNSr o6M DITCH DIKE
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1 \ ''/ / PERMANENT --- . `1 ass- ` \\\\ 11 \\ \ \ \ \ \� \ I \ 1 //
` I I SEDIMENT SEDIMENT 1 > t \ \\ \ I G2ucmw STowp_ ;,A RED
�`\ . \ I ' I I I' \ BASIN - STORAGE - - WFiLr#5 I I I I -- `` `\ � \ N\ \ \ \\ s / '/ �ECEtwLuuMOM IWDICATED ILI
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\ `\` EMERGENCY' �\ ` - I (CLEAR AS` \ I , "fioq` _ - _ _.
\ r - - , SPILLWAY -_ \ -'� I NECESSARY)\ 1 t&-^wt5,Ft.. C N_' ; - - \ \ \� ) 11 1 ill \ \ � 1 / I � KOGK oUTGL'I�F1�If1Ca5
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. 1 i W a \ \ - I ( - - - - - - - - l , LV'($ �O I I I ,, '/ w \�r 2 - - _� / / / / I I I I I \ \ \ \ \ \ - - - ' - �� \ / / 1 —
1. ,'.� � - �, `-- __ _ _ - - - _ -ry /1 , I I /� / �•,/ ( ' - , '/ / / I� 1 \ \ \ \ I \ / , i t 1. All signs shall comply with the Sign Ordinance Section 1-i-21
\ � . -�,( - - �-- - - -- I ' I / ( \ '/ / 'l' - t - - -- , / / / _ I 1 I \ - \ \ / \ t ,All
the Wake county Ordinances.
I I \ �,�d "". \ \ - 11
_ _- - / '\ - 1 I �J \ , /- - -_ y ->. , I 5 \\ { I 2, Parking provided w111 meet requirements of Section 1-i-28(A)(4'.
I 1 r-`. ��'/j,\� l-�_�'1 _ _ ', / / \ _ 1' .l'T. /' ` \` �/i / I// I \ \ \\ -�\ \ \ •I I\ \ of the Wake County Zoning Ordinances.
V -y-\ v I' \ - - - - - _ { ,� �r �F a't' E"-� \ - I - \ \11 \\)t / / \ 11
\� \ \� ---\ \ \ \ \ /I ` \ \ 3+ All flood limit information obtained from the "National Flood
\ ®' \� - - �3��AF- I ! , 1 , A' _ 1 / I \ l \ \ \ - \ \ - / 1 Insurance Program, Flood Boundary and Floodway Nap, Wake
_ �.= r _ / , , , - / \ ./ _ I \ \ \I \ 1 , I / I \ \ \ \ \ ` - \ \ t County, North Carolina (unincorporated areas), Community Panel
/ - - - - - - _ - - % / / - - - . \ \ \ \ \ \ \ I , ( I \ _ � \ \ - \ Number 370368 0250 .A..
Rock Check a -- - - ' ? / I / d / \\ ' \ \\\ \ l\ \ \ \ ` \ \\ \ I \ 0. No permanent construction can occur within Duffer yard with
\ - _ _ Y,"/ / , I , _ ♦ \\�\ \ 1 \ 9 _ �_ _�, \ _ \ ` �� \ -the exception of hecessery road access.
at Culvert Outip/t _ : /' ' \ \ ♦ \\' \ ;_- - ^
I / /' ( _ _ \ \ �; \'- \ , v. \ �\-t'`-�� \ 5. Nonuooded areas within the Wake County 50' BufferYard shall
\ I - - / - ` I ' , #1_'3b \ \ \\ \. \ / , \ I \ - - - - � � - , \ I- ' be unmoved and encouraged to revert to native vegetation-
( \ I \ \ \ � I `\ \
I - _ ' , - \- il \,\ ! , \ - \ \ Additionally, to meet the Intermittent visual obstruction re-
_ \ �, I ` - - - _ - - quirement, CCuupressocyparis leylandli will be planted at the
-+ Ty `T-- 1 I \ \ \ / / \A��
- - - l ` \ \ \ rate of 3 10-gal. Dlast. yer 100 linear feat of nonwooaed
\ - - \ - _ - _ _ I \ buffer. (A roximate ultimate height = 50 feet)
\\ \\ ! ( - /- 16 / �- @GL at 5Ft. OC. � , \ -JI \\ \\\ `� \ t \\ D/ H
\ \ \ ' , // wwa-_r - -/- / e' _ „ i ' ��� \ t \\ / \i "' c - - _ �\ \ \ \ �' 6. Lined channels along the entrance road will De unlined and
\ \ ` l / /1- V \..f.\' ; /' j �' , \ f ' I I y-� �\ _ ,c \ \ , { 384 r_. - \. - / - - \\ \ \ �Eh'1PORARi , act as Diversion ditches during construction, then be reshaped
<1 # 19 \ 1 # 17 1 �\ \ \ EXISTING ` W E r-� � - \ \ and lined as shown In details 4 and ea as road construction
\ vv. I I I / I ' T ' 'X ' 1 V ` I 1 V t-��'�\-�� ��6�� ' CONSTRUCTION to completed.
/ . ' ' / ! , r ., ' \ \ I _ # \ N \ \ \ \` FARM POND % \
G ! \\ % - NTRAN 7, Two below grade settle crossings will be located to conform
\�\ I 11' 111{ , t I q I \ I ,yOt r .J I I� __ \ \\ \ \ \ \ \ � \\ - \ \�\ �\\ \ � �j /-� /' ' _ ___ \ wSt0. tppogrn DDY and continuing farm operation.
/r 1 1 ,,t��l++ i./
,$, O v '- Iv �� V A v \ ' / It / / B. Inspection and maintenance of temporary sediment traps and
%` I -100 YR. (, v 1 v / ), A t, MAINTAIN , W v v v A - -- a p p r p
I FLOOD !1 / ( \ V �� �, �' A,�v . _ _ _ v 30' MIN. OF vv 1 } WAKE COUNTY �\ �� \\ / / / - I - / I / \ temporary diversions shall take place wand de and after each
v TYPE A SCREENING: removed and necessary atone and debris t3ballthe be
1 v _ - / ' / removed and an es shall etres re laeemeet made at these
LIMIT i \ \ \ ) \ \ EXISTING WOODS W \ I / / - - � times. de Structures shall be reshaped as necessary to mminta;n
I1 ' fi I, --_ - '\ - w EXISTING TOPOGRAPHY \ \ '\ ' \ t\ / ` - the design volume, cross -seat Tana and slope.
, _ --- _ _ - _ I, ; ;ill,
I CO FULFILLS OPACITY v v v ` v— - - ---' /' - u,p i
/� \' \ --' ( I REQUIREMENT \ \ \ � ' ��f / //' \
, v (`_ A �< v - _ _ -- v - � I SUPPLEMENTAL PLANTING �v vv/ �� , v
\I �/ \\ - % . PIe�Ce' Ric Check Dam WILL BE DONE TO \ � - _
\ \ ,� \ PROVIDE INTERMITTENT 1
( SETTLING POND F i �_\ _ /'-
�� SURGE PILE AND - - I / / I _ VISUAL OBSTRUCTLONS \ \ I\ � �E. BURT
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MINE MAP
``
200 0 200
100 100 300
SCALE I = 200
5 CONTOUR INTERVAL (WITHIN PROPERTY
LINES AND AROUND ENTRANCE ROAD)
Sediment and Erosion Control Plan
LITTLE LITTLE
LANOSCAPf ARCHIT fOURf/ P[AA•NI NG
10 BOX III& RAif/GH,IVO&TH CAROLINA 17WI
919182I-5645
MARTIN MARIETTA AGGREGATES
Fu ua uarr
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WAKE -COUNTY e NORTHeCAROLI NA
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SEEDING SCHEDULE
NG SPECIFICATIONS
Chlasl compact" .rose and spread topsoil three (3) inch-•
Shoulders, Side ditches, Slope$ (f x.3:1)
1.
deep over adverse roll traditions, if available.
Plznt
ins
Aare
},
pip the entire • e to •i. (6) inches depth.
Dace
Type
3.
Remve all Ines. rock, roots and ether obstruct tone lees ins
15
- Nov 1
Tall Fescue
300
lbs./acre
surface .ee-onebly I.ch
Aug
4,
Apply .9"it-Irut-1 Iles, l erctliter and superphorPhara
Nov 1 -
Mar I
Tall Free.. 6
300
lbs./acre
unlfo rely and six with .oil (See below").
Abruzzi Rye
25
the,/
... e
5.
Continue tillage until a we il.pulvsrizad, fire, ree-onably
inch.. deep.
300
lbs./ecre
uniform seedbed I- prepared four to ats
of,250 the.
Mar I -
Apr 15
Tell Fescue
6.
Seed preper-d ere-- with M-31 Fescue at a rate
Apr 15
- Jun 30
Hulled common Bermudagrass
25
lbs./ecre
7,
of .red per acme-.
Lightly disc or tek. seed into the top one inch of the
July I
- -Aug 15
Tall TesOWe-and
120
lbl,/acra
prepared seedbed.
immediately .fort reading and anchor mulch (Sea grlow+).
-
..agrown[op miller. Cr
35
30
lbs./acre
lb../acra
a.
Mulch
.rem tad make necessary repairs or
..Is Sorghum -$mien hybrids
9.
Inspect .11 seeded
e-edinga within ch- ,jam¢", ..a.m. ifs possible.Ifstandnd
should M over 602 d.sagad, '
Slope. (3t1 to 2:1)
,I., f.,clllz.r and seeding rate-.
Conversation Inspects, en e-inc.nanee treatment and
May 1 -
June 1
Series. lespedeza (.eaified) and
50
lbs./acra
10•
Consult
fertilisation after p.,,arect cover is established.
and fercllita
(Mar l
- Apr 15)
Add Tall Fescue
120
ibs./acra
11.
Obtain toll- test .I. month. at,., planting
(Mat 1
- June 30)
Or Add Weeping I.vegr Is.e
10
lb../acre
accordingly,
(3 bon.hc.e in clay soil.)
(Mar I
- June 30)
Or Add Hulled orders. Bermudagrass
25
lb../aces.
e
Apply. Agricvlt... l Lis ace.- - 2 cons/act-
- 10•10-10
120
lbs./acra
Fertilizer - 1,000 lb..hcn
Jun 1 -
Sep I
•""Tall Fescue and
Supe rphoephar. - 500 lbe./.cr- - 202 analyst
... Browntop millet or
35
lbs./ecre
Mulch - 2 ton:/-cte - small grain are..
...Sorghum -Sudan hybrid.
30
lbs./acra
Anchor - Asph. is Fiv late, ! 300 gallota/sere
Sept 1
-Her i
Seric¢a lespadeza (unhulled-
70
lbs./acre
NOT,;
fe.eve I, to be planted only between the following date,:
unscarlflod)
$,,ember 15 - November 15
and Tall Fescue
50
Ibs./acre
\
\ February 15 - April 15
(Nov I
- Mar 1)
Add Abruzzi Rye
25
Ibs./acre,
is ace completed during the .beve data.,
\ \\ \ /-\
I A V A A / A\
I A A A / \
\ \
\ III -\
III N
V AV I \ V A / / �` 1
I I, \ \ \\ / I/ \ II 1_ \
'xI
R - 4 Q 1 ' - - CONSTRUCTION ENTRANCED
I // \ \\ // I DRIVEWAY CONNECTION WILL
I I DIVERSION DITCH 5 - Ar y* � : CONFORM TO NCDOT STANDARDS
v I CrYPIC..�) / fir® ( ) / /
/
I I \\ \ \\\/' /// I
\ \ / , /f �
ASPHALT PAVEMENT Z \ II \
It ....'t
\ .11 ...a. co be seeded shell be stabilized with screw
/ I
- -
2, G,iL\/�RT I
`")inch end/et a annual grain crop until ch. planting
-e•Twporary - Reseed according to optimum season for desired permanent
201p0• �'KOF"1 �i-,fir au(.� \
/ _ \ `
dalm, .re in "or. ("Abrutti" gym a 110-150 Ibs./as.)
vegetation. Do not allow temporary cover to grow over 12" in height
\
/
\
bgfore roving• othervise fescue. may be shaded out.
_-
/ \
I ENTRANCE SIGNS
-' T
- `
// / / / ,' --'
I
/ \\ I I SEES NOTE 1, HIS SHEET
/ ' I / / \
\< \" ,/ 1 I II I/ \�- I- -- / I/ _ \, 1 I I
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I
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A I yr^)L-)(-x-x SILT ��.
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-_---- Z'\ - - - - -' I \\ I - / I ✓�' ,,, - - - - - - \\ \ ``\ ,\ I �, n\ \, `I I / 1f1 ' i l I I I I \I \\ I I I / - ` \\ \ \ i � i —.. LIMED GHIf+HJUEI H I6IJIJM6E2ED
/ 1 ' i ' , / , , '� / / / \ I \ , \ `t,5 , I:`\ \�,` ' I fItI', ' ' I I I 1 I I ( I ( I / \ \ I ('JEE f5•:%�' 1-I�rE (o. (''1-�W
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/�/ (. /, ( / / I' 1 ' , 1 / ,� \ \ ` 1 \ \ , i I ,', \ , r , ( 11 I I 1 I ( I , I I , , rl \ \ A \ \ \ I (pT G4 L./EI[T II-ILET9)
,' 1' I I II met I i
\\A'.3 / I , / , / / r I\ \ I I , I--` PROPOSED , I I I \ I ) ') I' I 1 \` 11 I I I I II / / 1 I I I \� \\\ \, \ \\ 1 r a.. cIBRI+e rgoF{7-Cy,r'-E c4 IA4L\ r:5P_-r..-� 6EG O
1 I I I / ' / / I I I \ ` ` \ r • ( I , .v I 1 I `I, 'I` I I I I I ( \ \ � OUTLET Yr[t/I eC2 a Vr\• ANC7
\ , \ I / / , I I \ FRESH WATER , ` It I i \ I \ I I 1 / I I ) \ \ \ I
I , ( ' , , I ( V I, A I, V ,, ' I ` I A l I ( 1 1 1 I 1 I ) \ \\ \ V GUL�EIZT h174 W_j
\ \ 11 '1 `I I ;' II ' r ( ,\ 1 `_`— _ = ` —\�\ `\ ` \I 11 ` POND I , . ` \ \\ , \ \�\ ` �� ` \ 1 1 l \ 1 1 '�\ \ \ ' \ \ \\ \ \ _ - - - 25 ICI C.0 116U2 ( l`f*.E Cp.'64, ;
( / I I \ _ \ I , I , `I , I\4. \ \ \ I, \ \ \ \ \ 1 \ \ _ 4 TOVO. o } i 4 1 / \1 - - \ I \ I \\ \ -,�_\' \ \1 , , . \ \ � \ \ ECTe rs..o4 .om .gT.o
\ e \ - - - ) 1 I \ \ - \ I �\, . \` . \ �\ \ \ \ \ \ ��-e -7 FlxED GlhtToulz
\ \` ; , `-� l I ' I , \ \ \ \ I ): I \I ,112E exYv CREa Gyal-12O \ s ) \ \\ \ \\ ` ,
\ 1 \\\I\ I I I - - /�1" �' j /' 11 \ \\III \II 'I 1 1I it 1a I I / �`�\ I I, T i5I O ;. B �a.\ \ \ \ \ \ 11 U �R5 0-c-- (9 D��p'K� ) 1 \\ \\ \\ \Ii \\\ �Ir� e011WC (LWE
\ / _ �, , I' / I , ' 1 , 1 \ `;.� `\ /'r\ i 1)I 1\ \ \ \ \\ \� \ I \ \ ` \ Illllllnlllllllil PIT LIMITI Co OOL PHAxs)
, ,', / 1 SCRAP METAL \ I \ \ \ \ \ \ \ \
\ I , , I , I , l_ I 1 1 1 \ \ \
I \ ` -- _ _ - -; / / I, / •- � STORAGE , 1 I, I I \` , ' II I \ I I 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \\ 1 I I \ --) —4 � -) TEYIFpeA,-0t)IvE:P�IDIJ DITCH/BIKE
1 It\ I — / / , , , ' . / 1 I ` \ \ I a I \\ II � . \ \ \ \\\\\\ \\ `__ \ \ It . I I I phPHla1.T P4\ED RQ4D
\ _ _ f 1 \ \ I I, \\ \ \ \ \
/ \ \\ . \ , / / i \ r \ \ \ \\ \ \ \ \ \ \ - \ \ I \ / G2UoiNED 5TO1JE PAvED 2040
\I \� ,'n , PERMANENT --- _ ) _ - I 1 / \\
\ / 1 I ' I SEDIMENT 1 SEDIMENT -. \ I I 1 \ f;7�\ \ \ I � \ \ 1 / O 4 E DEwIL uUM2EtZ
' I'\_ I , /�.\\\\ I , \\ �-\ \`�\ \ \ I \\ I 1 / IAI(JICA'jED IilI I / / \\\ \ \\\ \ \ \ \ /'1 'I \ BASIN 'STORAGE - I' / 1.\"uIIair-" Kas+ty �.- \ \\\ \ \ \ -� / IFIcpT10U\ , I \ _ _ .: I 1 , , , A - - . 10 \ \ \ \ \ - T Hoc rdle2e
I \ ( �` , ' I \ \ , ` \ t 2.2 dRES 8 ,-I \ +4 ACRES - \ 1 , ,' l , /I /,' AT?Fi' o.�. 11 .\ �'_,. \ \ \ I\ \ \ \ \\ 1 1 EL'oK-SE Y
\ \ O-.I. (CLEAR AS.'\ I / ,/ -�- \ \ \\ \ \\ III \ \ 1 I tzoclG ouTcc'IIJGS
,�I \ \/ EMERGENCY \ \ \ ` t� \ , I / / iN; , \\`\ \ \ \\ \ I I I I I . \\ I / \ I
\' \ NECESSARY \ , I 11 / /
\ / - , SPILLWAY , \ -- /) I , I I ' ✓ / ' '�- I&- CULve;ZTec�} I I I \ \ �� \\ I / \ I NOTES
\\ I / I 11 \ �` �/, \I' _- -_"` L II ' , , ,, 'I ,� - i'/ / \� \ \ t0 / / II 1 \ ` \-�----\J\ l / I
I, 1 / _ W , , \ \ ` xF / 1 I \ It \ - \ / 1. All sigma shall comply with the Sign Ordinance Section 1-1-21
` I I' •` "<�`Q\\ - _ _-_ CLEAR_ INCH LIMITS _ _ - - - -' „ I ,1 / 'I , I I I / I , / % -� -- :' \ I I/" It / / / , / / )I✓ I \) \ �-` \ I � // / \ I •of the Wake County Ordinance..
\ I , )\ --��` �, I', \\� ---�- '�~� ', 1 ' I II 1 ' DIVERSION DITCH ' r\`I 1/"\ III '�N' J1.1'r I ( \- `QZS \�\ \\, \ `I I p. Parking - provided ow111 meet recce [,events of Section 1-s-28(A)(0)
"I 1 �- \-� __ ------,•�, _-- ' I , 1 ` \ I, \ �', -I__ 1 1I _\ - 'a / / \ -_\ ` � I Y 8 • \ <), I ./ \ / - of the Wake Count 2onin Ortllannces.
III,
It\,\\_\-��� -- ��_�'`�--- "-' I 11/ ' tr�f 5»r \,FUTURE I'',' - \1 �� % 13' /// / (\\ ` `� \\ ` / \
\ _ <_ i \ \ \ _ ` - ) 1 \ I 3. All flood limit m, Flood' Bo ndary an from the "National Flood
�� E- OFFICE -- ` 1 v /I / / / \ \ \ '!\\ \ \ / 1 Insurance Program, Flood Boundary and Fareaways), Map, WakCommunity
\ .) - I —. _ - e.- _ _ - CiJWERT�S ` — \ \ County, North Carolina (unincorporated areas), Communit Panel
It
a�--' F , e. (\ \I �' 1 / - \ \ \ - \ \ \ I Number 370368 0250 "A".
_ , \ \ \ \ \ \ \ \ u. 'Nrd permanent construction can occur within buffer yard wi to
\ \ 1I I // , / --- ---• r� � / , I I /I /' # - ,/ I V \ \\\ \\ \\ \\ S - \\ _ 1 ^.' \_I-��` _ I\ \ \ ` \ \ _ \ \ the exception of 'necessary road access.
` I f I , / _ _ _ _ t'-�I� /' ±5 ACRES �`(�L \' \\ \ \ l ` 1 _`�'�`-v�`�- � Z `� �f__ _� \ 1 5. Nonwooded areas within the Wake County 501 Buffer Yard shall
I I / I l '' L� ) ' I - _ C \ \ \ \ \ - -'__ -_.- \ `- - _ ` \ I--/' be unmoved and encouraged to revert to native vegetatl on.
I \ 1 I , L / , I / STOCKPILE e• \ \ 17 I_,G, QL!')v' G}j�'L'[741•IS 11 -\ \ `- - \` I ` \ \ Additionally, to meet the intermittent visual obstruction re-
\ ` \ ' I 1 ' Q- ,r;r ' ` ` ( -AREA , - \\ \ ` AT 75' aG. �s} \ ,_ \ \ - - __--` \ puirement, Cu ressoc arcs le landll will be planted at the
I \ \ \ I I , ( / Y / _ r+T—rt - _ - - \ t rate of 3 1 -gal. p ants per f0 'near feet of nonvooded
_ \ \ - , '' \ i \ \� � \ \` i / \ 7 \ ------ \, - \ \ \\ \ -\ buffer. (Approximate ultimate height = 50 feet)
I ,(
\ \ \ \ \ I I ' I 1 I✓>' �/ F-'�SEE NOTE ' ,' I / /� \\\ \\ \` W' ELE \ - \- \ \ \ \ \ I \ b. Lined channels along dtheitches
entrance rota will be unithen
and
\ \\ \ , 1 , Q , ' /' / _ \ , - �, y_ _` \ \ 1 act as Diversion ditches during construction, Coen De reshaped
\ \ `\ `, I I 1 1 I ' / (3 _ _ O ,(o ) , I \ \\ \ ` ` \\\� \ 384 6 .,�W . . �- - i -" \ \ \ I \ / / \ and lined as .how. In details a and tla as rota construction
�\ \ \ l I } 1 , I I I I 'no \ \�� / `, 'r-•0 •I I \ \ \ ,, \\ 1.. EXISTING 58 4 - � / I --- \ I / / / is completed.
\• \ I \\I` , I I I �1 e "'- ,g - \ \ FARM POND N V. �;,- - / a \% \ \ \ - f ' - - _ _ I - - \ \ 7. Two below ,ado cattle continuing
s r111 er located to contorm
\ \ \\\\ \ I 1 I I I I I p. �1 ' /, ' /� I I!) ' J \ \ \ \\I \ 1 ` \ \\\, /' �i- _ /� iI i / / / �' \ with, topographyand contlnuing farm operation.
\ , I I I I 1 � I 1 Q _ \ \ v \ \ \ \ \ \ J / y �- - / - 1 / /
- I \ \ \ - I I I \ I _ - 18 \ Q 4- \ \ \ \ \ - - - 8. Inspection and maintenance of temporary sediment traps and
I \ I I I 1 I I L I / , -� \ \ \ / / i _ _.` / / J / / temporary diversions shall take place monthly and after each
\�,\ I -10o YR. \\ \1, \ 1 % % \ \ I Q WAKE COUNTY `\ \\ \\ \ / / / � / ` removed anvent. Accumulated sediments and debris shall be
\ FLOOD I AREA- - ' I / / - - \ removed and any necesall etres aped as nee made at these
PL N , \ , � \ \ `� >- TYPE A SCREENING: \ \ � \ / // // / / [toes. Structures shall be reshaped as necessary to maintain
I \ \ 9 /' ' • \ \ \ \ I I / - - _ - / / _ ' the design volume, cross -sections and slope.
I I LIMIT i '' ' ,I)\ \`\\ \ ___---�.--_ - --- , -
/ / , !\ I I \ - `- - ; 19 I� EXISTING TOPOGRAPHY\. \\ \ \`/i // __, /'/ 1
I / I' ? If / I ` �-/ I LL \ FULFILLS OPACITY \ \ \ \ I I - / I /
/� I I I I I l �`\\ --- - `- ----- --,'-' II \, - IZ) `REQUIREMENT \ \ \ ` \� / 1 //9 \_
\ ( , / ' / 1 / \ I . ` \\ -- - -- 1 / / I \ -- m \ \ \\\ \\/ \ / //
\ \ \ / , / , I It _ - - - - - I ' , I ' ` \ SUPPLEMENTAL PLANTING \ r \ / _
\ , I \ \ \ -- -,� / 1 ,I f \ -\ \ `WILL BE DONE TO ) \ ) I ,,-_�
1 / I I , / , \ \ I I I _ - e - - _ \ ., PROVIDE INTERMITTENT \ \ I /
\ 1 I i SETTLING POND FOR - _ _ \) I ' - VISUAL OBSTRUCTIONS \ \ E. BURT / \
\\ I, I, I I I I0 SURGE PILE AND ,' _ _ _ _
I ( \ I t, PRIMARY CRUSHER wuul y i�l� 1J1,�I 1 u nnnnUn1111uin n Ili 1� - SEE 'NOTE 5 \ \ \\ 1 \ \ �
\ \ I, �I \ _
500 YR. 1 \ \\ \\ -\ I If INLET�� 15 � SEA WE CA>RAP - _ -- o
FLOOD I , `\\ ) `-- - -\ \ PIPE - - 7 ----- - -- ---I9 0
LIMIT 4 \ 2;,s `,,II `I1 /' -- ' ( I ------ _ --- -I \ \\ SEE NOTE 5 -_ I 1� ® �\\
N , -_ 1 1 ± 8.5 ACRES--" '\----
N 10 PIT I I �'. -
}y� _` ` \\ \ \ \ \\ _r
/=------ , CLARIFICATIO ,.,' fi, \ \ Z /rI - ' `�\` tao°uo'nso" �40. I \\ \
\ ' 1 I I \ _ _ _ \ \ \ , \ \ I �\\
\\ POND I \I INITIAL L PIT OPEN NG\ _ _ —11
\ 1 \ / ' \, I \ 1 , - _ - _ - \ v \ `` ' " • �I 1 1 11 Iflll"ll pl IIn111111y\ 416.5 / / ///
--- - - -1 ` - ` �' ` _ "F"- ' • J\ � , I I \ EXISTING / / - // /
\III \ I 1 i / /*' / - a \ _ �. ` ` ` ` 16 HEM? , it ! I'llum 4�4IJ(111111 kull n I11i1111111�(IIIIR, \ _ FARM POND / -
` \ III I / / / / / ----_ -_ _ �_. lI1P!� \ - ~ `1\
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I / ///% - �\J I r ' I I 1\ `\ \\,I,,`11t 11 1, I I 1 I a /)I ,' _ +II.5- _---- /' \\--_ `- = /LL o � 1
IFT TUTOR /I --- / \ \I ) , I I I I sII _ - - - - -- _ a� 1) ;/ I\
/ i,/�- �\�, ', / // ,' ,' 1 I \A%I\IIi I ' - 1 I ' r �`r< , /' `��.J., -- _ _ _''I'M ri I ' err _ V10
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/ / °-- 1 / / I V I I'\\I / G\ I I \\ _ I ' , - � - 'r SEE NOTE 5 \\
I gh% \
I \ I �---- \\/ ; / / I I 11'1 %l o I I \,' Ul
`\(PROJECTED) 10YR. PIT EXPANSION = L- o \
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I / - - - ' 1 It t I lI 1 \ ` 1 11 1 IIIli11111�11111k1111111 1111 �/111111II III 1111 1�111P I\
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k.
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I I1 I Q / / " ---! \`I ` \ \\,tt1\\I\ '-_•r11I `'; ., -- \ \ \�. `, =__ \-\ ,_-'l
-- 1' 1; I I%I ; — \'IIII \` \I I, 1, I \ '°y.` ---PIT EXPANSION AREA ; ;_ ,� \
I /// =_I, , _ \\ �I ,\iN \\\\II\ I`I\\`\\`\ \I , i If \ \ \`` ��,, \I 11-----_-�� ,'� `\\�___, I I I l a/-i_ -1 I1I \\„ E. BURT \
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VICINITY MAP
``
200 0 200
00 00 3 0
SCALE III= 200
5 CONTOUR INTERVAL (WITHIN PROPERTY
LINES AND AROUND ENTRANCE ROAD)
MINE MAP
Sediment and Erosion Control Plan
Date I9 d,g&ua,eY /9
4Fe,,s 11198 Q, li 2 ST2.oas91 ADO ^@ Z)N�_Iwc� �j/�i3Oi/[�D LI
>rTTLE f> LITTLE
T^FI 3 / f 9 2 ; Avm 61 LT v25Al(5
a/J, i BOXOSUI AIZIGHF,CFURfI/LSA'I'vaJ
(//1/ v f.O. BOX 1118 RA1E1Lll.,vOAFN UROL/•vA l'6el
9l9/a11.Sbe1
MARTIN MARIETTA AGGREGATES
Fuquay Quarry
WAKE -COUNTY - NORTH•CAROLI NA
4
v \
1
0
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Q
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11
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�7066g1 n aew
V3/113,`i.3a

N011AS u1jlulw dr.,vi
0661 77 dVVI
MARTIN MARIETTA AGGREGAT jkV')3d
Y
Fu uaQuarry�
WAKE COUNTY, NORTH CAROLINA
SITE DATA • SCHEDULES • SPECIFICATIONS • DETAILS
i
'
CONTENTS
PAGE DETAIL
1-2
NO,
Site Data and Notes ................
Construction Sequence ..........................................
3
Seeding Schedule and Seedbed Preparation Notes ......
Temporary Construction Entrance .................................
4
5
1
24 Ft. Roadway with Ditch (Asphalt Paving) ..................
6
2
24 Ft. Roadway with Ditch (Crushed Stone Paving) .........
7
3
Grass Lined Ditch Schedule .......................................
8
Grass Lined Ditch ...................................................
9
4A
Stone Lined Ditch Schedule .......................................
10
Stone Lined Ditch ...................................................
11
4B
'
Diversion Dike/ Ditch ...................................................
12
5
SiftFence...............................................................
13
6
Temporary Sediment Traps .......................................
14
7
Sediment Basin with Riser ..........................................
15
8a
Emergency Spillway with Trapezoidal Channel ...............
16
8b
Anti -Seep Collar.........................................................
17
8c
Perforated Riser with Anti Vortex Device and Trash Rack ...
18
8d
'
Permanent Sediment Basin .......................................
19
8e
Permanent Sediment Basin Calculations ........................
20-21
Outlet Protection and Culvert Schedule ........................
22
9
'
Settling Pond and Pit Clarification Pond ........................
23
10
Settling Pond and Pit Clarification Pond Calculations .........
24
Rock Check Dams ......................................................
25
11
'
Appendix: Runoff Calculation Worksheets
SiteSoils............................................................
26
Rainfall Data/ Land Cover ....................................
27
Drainage Area Land Cover Table ..............................
28-29
Drainage Area SCS TR-55 Peak Discharge Calculations
30-51
Prepared by
LITTLE & LITTLEI
' 21 March, 1990
PO,WXIw :na nsnna Originally issued 19 January, 1988

I
' MARTIN MARIETTA AGGREGATES
Fuquay Quarry
WAKE COUNTY, NORTH CAROLINA
1
SITE DATA • SCHEDULES • SPECIFICATIONS • DETAILS
' CONTENTS PAG
Site Data and Notes ................................................ 1-2
Construction Sequence ..........................................
3
Seeding Schedule and Seedbed Preparation Notes ......
4
Temporary Construction Entrance .................................
5
1
24 Ft. Roadway with Ditch (Asphalt Paving) ..................
6
2
24 Ft. Roadway with Ditch (Crushed Stone Paving) ........
7
3
Grass Lined Ditch Schedule .......................................
8
Grass Lined Ditch ...................................................
9
4A
Stone Lined Ditch Schedule .......................................
10
■
Stone Lined Ditch ...................................................
11
4B
fC
Diversion Dike/ Ditch ...................................................
12
5
SiftFence...............................................................
13
6
Temporary Sediment Traps .......................................
Sediment Basin with Riser ..........................................
14
15
7
8a
Emergency Spillway with Trapezoidal Channel ...............
16
8b
Anti -Seep Collar.........................................................
17
8c
Perforated Riser with Anti Vortex Device and Trash Rack ...
18
8d
Permanent Sediment Basin .......................................
19
8e
Permanent Sediment Basin Calculations ........................
20-21
Outlet Protection and Culvert Schedule ........................
22
9
Settling Pond and Pit Clarification Pond ........................
23
10
Settling Pond and Pit Clarification Pond Calculations .........
24
RockCheck Dams ......................................................
25
11
Appendix: Runoff Calculation Worksheets
SiteSoils............................................................
26
Rainfall Data/ Land Cover ....................................
27
Drainage Area Land Cover Table ..............................
28-29
Drainage Area SCS TR-55 Peak Discharge Calculations
30-51
r
1 Prepared by
1 21 March, 1990
PO.WXTM RAIFIfil,lgRTHCARO A 276V Mffli1d Originally issued 19 January, 1988
1

I
rMartin
Marietta Aggregates Euquay Quarry_,
Wake County,
North Carolina
SITE DATA
Acreage............................................................................ 225 Acres
'
Zoning............................................................................... R-40, R-80
Tax Map Numbers.......................................................... 849, 850, 862, 863
Impervious Area (Roads and Office) ....................... 1.89 Acres or 1%
Number of Employees 15 Employees
.................................................
NOTES
1.
All signs shall comply with the Sign Ordinance Section 1-1-21 of the Wake County
2.
Ordinance.
Parking
provided will meet requirements of Section 1-1-28 (A) (4) of the Wake County
Ordinance.
3.
All flood limit information obtained from the "National Flood Insurance Program,
Flood Boundary and Floodway Map, Wake County, North Carolina. (unincorporated
'
4.
areas), Community Panel Number 370368 0250 "A".
No
permanent construction can occur within buffer yard with the exception of
necessary road access.
5.
Nonwooded areas within the Wake County 50 Ft. Buffer Yard shall be unmowed and
encouraged to revert to native vegetation. Additionally, to meet the intermittent
visual obstruction requirement, Cupressocyporis leylandii will be planted at the rate
of 3 10 gal. plants per 100 linear feet of nonwooded buffer. (Approximate ultimate
height = 50 feet.)
6.
Lined Channels along the entrance road will be unlined and act as diversion ditches
during construction, then be reshaped and lined as shown in details 4A and 4B, as
'
7.
road construction is completed.
Two below grade cattle crossings will be located to conform with topography and
continuing farm operation.
I1
I
1

I
REVISED SEQUENCE OF CONSTRUCTION 21 March, 1990
' 1. Obtain or renew NCDOT driveway access permit.
2. Locate and flag clearing limits as shown on plans: (includes all work areas).
3. Call INC EHNR, Division of Land Resources, Raleigh Regional Office, (919-733-2314), to notify
the Regional Engineer, John Holley, that construction is about to begin.
1
I
I
I
1
1
LJ
L_J
1
i
1
QUARRY ENTRANCE ROAD
4. Install the rock check dam at the outlet of Culvert #1. Install Culvert #1.
5. Install 200 ft. temporary construction entrance.
6. Install rock check dams at the outlets of culverts #2,#3,#4, and #5. Install culverts
#2,#3,#4,#5, and #6, according to the culvert schedule. Install silt fence above culvert
inlets and outlets, as specified in the Silt Fence Schedule, when sufficient fill has been
placed to support fence stakes.
7. Install silt fence on the north side of the entrance and north of sediment trap #22 to the
south side of Culvert #3 outlet.
8. Install sediment traps #10 through #14, and #20 through #32, and the diversions leading to
them.
9. Install Permanent Ditches #14245 Lower,#6410,#11 Lower,#12 Lower,#13b, and #14
along the entrance road as unlined, to function as diversion ditches during construction.
Immediately install rock check dams in channels #5 Lower, #11 Lower, #12 Lower, #13b
and #14. Reshape and line Permanent Ditches with grass or stone according to Ditch
Schedules, as shown in Details 4A and 4B, as road construction is completed.
10. Construct remaining Permanent Ditches, as road is brought to grade. Bring road to final
grade and pave according to plan.
11. Install outlet protection at all culvert outlets, according to culvert schedule.
12. Remove temporary diversions after all areas draining to them are stabilized. Fine grade
and seed bare areas, according to seeding schedule. Remove accumulated sediment
from traps and rock check dams. Remove sift fences and sediment traps. Add rock from
check dams and temporary sediment traps to outlet protection, crushed stone roads, or
use in future sediment traps. Fine grade and seed resultant bare areas.
SEDIMENT BASIN
(See Detail 8E for 1 "=50' scale grading / erosion and sediment control plan)
13. Install the rock check dam at the sediment basin outlet. Install sediment traps #3 and #4
and the diversions leading to them, clearing only as necessary to install these devices.
14. Cut through the abandoned rail bed to remove existing 18' CMP,
15. Locate outflow of existing pond. Excavate existing pond's dam at the outflow to allow for
installation of new barrel and to check for existing pipes or seeps that might otherwise
undermine the new dam.
16. Install barrel and riser.
17. Construct dam with suitable fill from pit excavation. Grade the basin area and
emergency spillway.
18. Riprop line the emergency spillway as shown in detail 8B.
19. Seed to stabilize all bare earth, according to the seeding schedule.
20. Remove temporary diversions after all areas draining to them are stabilized. Remove
accumulated sediment from traps #3 and #4, and rock check dam. Remove sediment
traps. Add rock from check dam and temporary sediment traps to outlet protection,
crushed stone roads, or use in future sediment traps. Fine grade and seed bare areas.
according to seeding schedule.
1
2

I,
PLANT AND INITIAL PIT AREA
21. Install temporary sediment traps #5, #6, #7, #8, #9, #15, #16, #17, and #18 and the
diversions leading to them, clearing only as necessary for their installation.
' 22. Clear and grub the plant and initial pit areas, retaining a minimum of 30' of undisturbed
existing woods between the plant area and the field to the east of it, as indicated on plan.
23, Place material in well compacted lifts to meet final grades as shown on the plan.
24. After plant area reaches final grade, seed slopes, and stone pave or seed storage and
travel areas to stabilize them.
25. Remove temporary diversions after all areas draining to them are stabilized. Remove
accumulated sediment from traps #5 through #9, and # 15 through 18. Remove
sediment traps. Add rock from temporary sediment traps to outlet protection, crushed
stone roads, or use in future sediment traps. Fine grade and seed resultant bare areas,
according to seeding schedule.
SETTLING POND FOR SURGE PILE AND PRIMARY CRUSHER
(TO BE PLACED DURING PLANT CONSTRUCTION)
(See Detail 10 for 1 "=50' scale grading / erosion and sediment control plan)
26. Cut ditch #19 with as little disturbance to the existing woods as possible. Seed the ditch to
stabilize it. Ditch #19 will serve as a permanent cutoff ditch directing surface waters from
the plant area into the sediment basin.
27. Install sift fence below the settling pond location as shown in detail 10.
28. Excavate the settling pond for the primary crusher and cut a ditch, 1' deep, that will
capture the surface drainage from the primary crusher and the surge pile, and will direct
the drainage into the settling cell. Seed the ditch to stabilize it.
29. Remove the sift fencing. Spread accumulated sediments, fine grade, and seed resultant
bare areas.
PIT CLARIFICATION POND
(See Detail 10 for 1 "=50' scale grading / erosion and sediment control plan)
30. Install sediment trap #33 and the diversions leading to it.
31. Construct the pit clarification pond according to the plan in detail 10. Pipes will be installed
after a pit sump is established.
32. Seed all slopes and bare areas to stabilize them.
' 33. Remove temporary diversions after all areas draining to them are stabilized. Fine grade
and seed bare areas, according to seeding schedule. Remove accumulated sediment
from traps #33. Remove sediment trap. Add rock from temporary sediment trap to
outlet protection, crushed stone roads, or use in future sediment traps. Fine grade and
seed resultant bare areas.
NOTES:
1) Inspection and maintenance of temporary sediment traps and temporary diversions shall
take place monthly, and after each rainfall event. At such times, all damages shall be
repaired immediately. Accumulated sediments and debris shall be removed, and any
necessary stone replacements shall be made at these times. Structures shall be
reshaped as necessary to maintain design volumes, cross -sections, and slopes.
2) Watering of seeded areas to promote germination and establishment of grass cover
shall be the responsibility of the Owner or the Owner's agent.
3) Sediment trap locations shall be adjusted in the field if surface rock is encountered. In no
case shall the adjustment decrease the capacity of the trap, or change the amount of
surface area draining to the trap.
I

i
Seeding Schedule and Seedbed Preparation
Notes
SEEDING SCHEDULE FOR ALL GRASSED AREAS
1
PLANTING DATES SEED MIX
RATES: LBS/ACRE
March 1 -June 1 Sericea lespedeza
50
(scarified)
KY-31 Fescue
120
June 1 - September 1 KY-31 Fescue
120
Sorghum - Sudan hybrids
50
'
September 1 - March 1 Sericea lespedeza
70
(unhulled; unscarified)
KY-31 Fescue
120
Abruzzi rye
25
e
Fertilize seedbeds with 2 tons/acre lime and 500 lbs./acre
10-20-20
Mulch with 2 tons/acre clean straw or hay.
Tack with rapid setting emulsified asphalt at 10 gal./1000 sq.
ft., or other
tacking agent approved by Owner.
1 SEEDBED PREPARATION NOTES
1 1. Surface water control measures are to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with topsoil (if
available), 3' deep. Total seedbed prepared depth shall be 4' to 6'
deep.
3. Loose rocks, roots and other obstructions shall be removed from the
surface so that they will not interfere with establishment and maintenance
of vegetation. Surface for final seedbed preparation, at finish grades
shown, shall be reasonably smooth and uniform.
4. If m soil test is taken, fertilizer and lime shall be according to the seeding
■ specifications above. In addition, provide 15 lbs./1000 sq. ft, of super-
phosphate.
5. If soil test is taken, provide lime and fertilizer according to the soil test
report. A soil test is recommended.
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during
seedbed preparation.
7. WATER all seeded areas and keep moist until new grass is established.

m m m v am m s m m s m m m m air m m. w
Ln
o
UJ"riit-Mium SToNf ErX� '
51Z(i = rsiY1 C-�2t6
C1Vz"
NoTG = t-wY P-t�014iFE- PEA lor�l� ;op
ENTRANCE

M M M M M Mill M M M M M M M M = M
�9
ASPHALTRAVING
24'-0" TRAVEL SURFACE
8'Grassed il
Existing
Grade 11.1 . ..... ..
..... .....
1 1/2" Bituminous Concrete Surface.Course, Type "E" or
3" Bituminous Concrete Binder Course, Type "B"
Tack Coat Placed at Rate of .05 Gal./ Sq. Yd.
8" ABC (Crushed Stone Paving)
Subgrade Compacted to 95% AASHTO Density
See Ditch Schedule for Depth and Width of Ditch
24"ROADWAY with DIT
8'Grassed
—Grade
Point
114 " per 1 - 0"
halt PavingL-4)

a
8'Grassed
Shoulder 12'-0" 12'-0" Shoulder Ditch
I Grade
Point
1/4" per
per v
8" ABC (Crushed Stone Paving)
Subgrade Compacted to 95% AASHTO Density —
See Ditch Schedule for Depth and Width of Ditch
'ROADWAY with DITCH

M Mao M M MM MW MM MI M M M= M M M
En
Marlin aggregates
gate
. .....
.... . .. .....
h6ilL4M4, P149WPg,:,,
IF ua uaritntranceRoadWake
Count
,North .caolina
'B' Helarctance
D
'D' Retardance�
LQ-2
A 3121190
Rational
U-25
Construction Dimensions for
Ditch
Drain
'C', or
Peak
C-L
Max.ga
Depthax.
2"-6"
:n�
TRIANGULAR VDITCH
Max.
Tract.
Area
TR-55 CN
Flow
Slope
of Flow I Vel.
Flow . I
w V I .
of Flow Vel.
Vel.
Force
2.16
65
6.0
1.64
'
1.112
3.0
n/a
# 1
Ac.
CN
C.F.S.
1.7%
Ft.
F.P.S
IFU
1 0.220
1 Ft.
IFIPIS.10.062
F.P.S.2'
x 12'
3 to 1
Grass
0.55
71
3.0
1.50
0-4
0'88
l'3
24
n/a
#2
Ac.
CN
C.F.S.
1.4%
Ft.
F.P.S
j 0.321
Ft.
F.P.S.0.077
F.P.S.1
Grass
0.08
71
0.4
4,04
0.4
0,62
0-.6
4-4
n/a
#3
Ac.
CN
C.F.S.
1 4-.4%
Ft,
F: , P-. S
0:893
Ft,
F-.P-.S]0.140
F-.P;S
eliminated from plans
0.06
78
0.4
0,88
0.2
0-45
0.4
4-8
n/a
#4
Ac.
CN
C.F.S.
2-.846
F+
F.P.S
&843
I+
F.P.S
0 132
I-. P, &.
eliminated from tans
0.42
70
2.1
1.34
0.4
0.77
1.2
2.5
5
n/a
# 5
Ac.
CN
C.F.S.
1.8%
Ft.
F.P.S
0.374
-
Ft.
F.P.S.10.084
F.P.S.
2'x 12'
3 to 1
Grass
0.12
78
0.7
1.17
0-2
0.61
0-6
I-rn-l-aT
# 6
Ac.
CN
C.F.S.
1.3%
Ft.
F.P.S.0.680
Ft.
F.P.S.
10.120
F.P.S.P
1.5, x 9'
31o1
Grass
1.18
64
3.9
1.32
0.8
0.80
2.0
3.31
n/a
#7
Ac.
CN
C.F.S.
10%
Ft.
JF.P.S
0.251
Ft.
F.P.S.10.067
F.P.S.
2'x 12'
3 to 1
Grass
1.92
61
4.9
1.12
0.7
0.93
1.9
2.9
n/a
# a
Ac.
CN
C.F.S.
2.0%
Ft.
F.P.S.0.238
1
Ft.
F.P.S.0.065
1
F.P.S.
2'x 12'
3 to 1
Grass
8.17
61
18.2
1.69
2.1
1.16
4.5
--2 -9
- 1.5
Grass with
# 9
Ac.
CN
C.F.S.
3.5%
Ft.
F.P.S]
0.112
Ft.
F.P.S.10.042
F.P.S.
Lb/Sa.Ft.
2'x 12'
3 to 1
Excelsior Lining
0.86
76
5.1
1.42
'9
0.88
2.2
2.1
0.5
Grass with
#10
Ac.
CN
C.F.S.
2.7%
Ft.
F.P.S
0.222
Ft.
F.P.S.0.062
1
F.P.S.
Lb/Sq.Ft.
2'x 12' 1
3 to 1
Excelsior Lininq
1.84
68
7.4
1.46
1.2
0.93
2.81
2.3
1.1
Grass with
#11
Ac,
CN
C.F.S.
3.2%
Ft.
F.P.S.
0.180
Ft.
F.P.S.
0.055
F.P.S.
Lb/Sq.Ft.
2'x 12'
3 to 1
Excelsior Lining
1.23
71
6.3
1.41
1.1
0.89
2.6
2.3
- 1.1
Grass with
#12
Ac.
CN
C.F.S.
3.3%
Ft.
F.P.S
0.195
Ft.
F.P.S.
0.057
F.P.S.
Lb/SoYt.
2'x 12'
3 to 1
Excelsior Lining
1.9
65
6.1
1.60
0.8
1.00
2.0
1.8
0.7
Grass with
#1 3a
Ac-
CN
C.F.S.
1.9%
Ft.
F.P.S
0.215
Ft.
F.P.S.
0.061
F.P.S.
Lb/SQ.Ft.
2'x 12'
3 to 1
Excelsior Linin
0.5
77
3.0
1.37
0.5
0.81
1.5
3.0
n/a
# 16
Ac.
CN
C.F.S.
2.1%
Ft.
F.P.S
0.303
Ft.
F.P.S.
0.074
F.P.S.
2'x 12'
3 to 1
Grass
0.75
77
4.5
1.48
0.7
--5-9 o-
1.9
3.4
n/a
;;If I
AC.
UN I
G.F.S.
2.1% 1
Ft
F.P.S
0.247 1
Ft.
F.P.S.
0.066
F.P.S.
2'x 12'
3 to 1
Grass
0:2-
77
1.2
1FO
(5'4-
0.57
1.2
2.9
n/a
#18
Ac.
CN
C.F.S.3.3%
P
F.P.S.
0.450
Ft.
F.P.S.
0.094
F.P.S.
S
P.S.
1.5'x 9'
3 to 1
Grass
2.7
Grass with
#19
4_FP
F.P.S.
. P S
NTRANCE ROAD GRASS LINED DI
HEDUL

M M M s M M M M M M M M+ M M M v M M
�'twf I I :4 e(�N E M-
I
�1d2 4� GE' (TYF.)jI�II I F�IF- L f�Pr'�z�J ��EDBED
to
Imo: WNEFl-tcvur IUt f'-DINEf 4fE Ct.1L�
t�IGtEn vGt�,17Y E�x�> Q•'S �/�,, riPt��i�D �-1P.�-�L�c�
NOTES
1) See Ditch Schedule for construction size and lining specifications of each numbered ditch.
2) Where lining is listed as GRASS, velocity is low enough that normal seeding according to
the Seeding Specifications in this booklet will provide a stable lining. Where GRASS and
Excelsior Liner are listed, velocity is high enough to require that excelsior matting be used to
stabilize the ditch while seeding is establishing turf. Place matting according to manufacturees
instructions. (American Excelsior regular mat or equal is specified.)
S LINED

IMM e M M M M M M O M M M M` M M M 0 M
O
Martin Marietta Aggregates
Fv a Oaar . Entrance Road W ike'Covnt North
Carollria
Gtulb Uttre Lari lscyPe Archrtechrel tanG Ptann ng
PO Ros 34EB Ratci 6 NC 27602 i/zttso !
Rational
RIPRAP
LINING
Construction Dimensions for
Ditch
Drain
'C', or
Peak
C-L
Depth
Max.
Tract.
TRIANGLILAR'V' DITCH
#
Area
TR-55 CN
Flow
Sloe
of Flow
Vex.
'n'
Force
Ht. x Top W
Side Sloe
Riprap Lining
LOWER
0.42
70
2.1
0.42
3.9
7.1
N.C.D.O.T. Class 1
# 5
Ac.
CN
C.F.S.
27.0%
FL
F.P.S.
0.068
Lb/S .Ft.
V x 6'
3 to 1
w/8• #57 stone lining
LOWER
1.84
68
7.4
0.67
5.5
9.2
N.C.D.O.T. Class 1
# 11
Ac.
CN
C.F.S.
22.0%
Ft.
F.P.S.
0.059
Lb/S .Ft.
V x 6'
3 to 1
w/8' #57 stone lining
LOWER
1.23
71
6.3
0.65
5.0
7.7
N.C.D.O.T. Class 1
# 12
Ac.
CN
C.F.S.
119.0%
Ft.
F.P.S.
0.060
Lb/S .Ft.
V x 6'
3 to 1
w/8' #57 stone fining
3.66
63
10.7
11% to
0.74
6.5
11.6
N.C.D.O.T. Class 1
#13b
Ac.
CN
C.F.S.
25.0%
Ft.
F.P.S.
0.057
Lb/S .Ft.
1.25' x 7.5'
3 to 1
w/8' #57 stone lining
0.52
72
2.7
0.49
3.7
5.7
N.C.D.O.T. Class 1
# 14
Ac.
CN
C.F.S.
18.4%
Ft.
F.P.S.
0.065
Lb/S .Ft.
V x 6'
3 to 1
w/8- #57 stone lining
1.18
76
7.0
0.71
4.7
6.3
N.C.D.O.T. Class 1
# 15
AC.
CN
C.F.S.
14.3%
Ft.
F.P.S.
0.058
Lb/S .Ft.
V x 6'
3 to 1
w/8' #57 stone lining
LOWER
5.3
77
26.0
1.09
7.3
10.2
N.C.D.O.T. Class 1
# 19
Ac.
CN I
C.F.S.
15.0%1
Ft.
F.P.S.
0.051
Lb/S .Ft.
1.5' x 9'
3 to 1
w/8' #57 stone linin
NTRANCE ROAD STONE LINED DITCH SCHED

M m m m m=! m = = ru m = = = o m m m
1 { n
eEr
}}( rt✓.t ntL`� uv. I f fCL�Do-�ip:L'-t1'
�aoe -
�iLOYI✓/�
coNtPacr Su�G�
txP'ni OG f't-o
NOTES
1) See Dilch Schedule for construction size and lining specifications of each numbered ditch.
STONE LINED DITCH
W
grl-
a�,fly
Cyr' CJ-t>`+ZK:T Ot1)
roue uf�ItYx: N.G.�.D.T C,LA55
w/ S" *� 5-71
RiP�AP, IS" THICK sToNE
U�IDE2t,��lEK.

� f1• f� f• i1♦ f� � fiif� ft• f� � ft� !! f� f� � � f>� iii•
Seed dike with
Place Material from excavation on appropriate
downhill side of flow vegetation
_ 1� rimmediately
following
construction.
co
FLOW —�
— — —
- n• 1. A. -
E/ D
NO SCALE

TURN END SEGMENTS OF EACH
PREASSEMBLED 100' SECTION OF
FENCE TO FORM A 'U' SHAPE
WHENEVER FLOW IS NOT 900 TO FENCE �$gqj���
7.7' O.C. (TYp)� xt
0 100' Section
PLAN VIEW -PLAN VIEWL�Z1�.Ts,
POLE
SUPPORT NET
FILTER FABRIC - MIRAFI OR EQUAL
1 36' WIDTH SEWN TO
w SUPPORTNETAND
STAPLED TO POLE
N (PRE -ASSEMBLED)
UNTIL _—---UNDISTURBEDSOIL
m�....;: 6'TRENCH
INCREASE TO 12'
6• �1 FOR SANDY SOIL
NOTE: FENCE ILLUSTRATED IS CELANESE MIRAFI ENVIRAFENCE. OTHER TYPES/
BRANDS MAY BE USED SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT.
ILT FENCE
,VV 0I 1
1.fadln Llarlef(a Aggregarea
2 ar:9l)
Fu'uo :Ouarr €Silt Fence Schedule
APPROX.
LOCATION
FROM
TO
LENGTH
Culy. #1
#1
orth
Outlet
Outlet
Hi. Pt.
130 Ft.
Culy. #2
rap
rap
Outlet
#26
#27
60 Ft.
Culy. #3
—T—ra—P
rap
Outlet
#22
#23
220 Ft.
Culv. #4
Trap
Trap
Inlet
#20
1 #21
60 Ft.
Culy. #4
Trap
Oullol
#13
60 Ft.
P—Trap
Trap
Future
#2
100 Fr.
Freshwaterutlet
Pond
200 Fr.

III Cr n[c..
sni sro�wu.ar� `^ � .Y••
\ }tOIXI SRO
'•III= -+- ]'ami�r n: StJwac[ICnC 1i01aL 06w Uf6�1\1 :/,'��ti;F�.�\ fuln,
_I__ to ..s[c�nrvr o[rrn � F'll'-U•'s�L.ani: . Nrz_w}-
r 1�I sin i" JVis � I_
ciu.ue.r�..rv[. rrvis cnu is .u:.[o SECTION THRU OASIN ❑ FILTER NO SCALE
GRAVEL 6 RIP -RAP FILTER ©ASIN DETAIL
E):AJAYC A$ NEl 55ARY
PROV106 PRO✓aF
5.ORA4E VOUiNE
I rl'D MILI.
n �Orh $ to l
T '
H
EARYN
PERSPECTIVE VIEW
NO SCALE
Mernn Marietta Aggregares
Euquay
Duarry SexflmenlTreD Schedule!
Filter Berm
Top Width x
Filter Berm
Top Widlh x
Disturbed
Sediment
Dimensions
Disturbed
Sediment
Dimensions
TRAP
Area
Stora a
L x W x D
Bottom Width -
TAAP
Area
Storage
L x W x D
Bottom Width
Trap
Trap
1
2.50 Ac.
2269 Cu.Ft.
42' x 20x 4'
16 x 12'
19
1.68 Ac.
1525 Cu.Ft.
15' x 35' x 4'
12'x 9'
Trap
Trap
2
2.73 Ac.
2477 Cu.Fl.
42' x 20' x 4'
16 x 12'
20
0.48 Ac.
436 Cu.Ft.
12'x 17 x 4'
10' x T
Trap
Trap
3
0.50 Ac.
454 Cu.F.
104x 160x 4'
16'x 12'
21
1.28 Ac.
1158 Cu.FI.
26'x 15'x4'
12'x 9'
Trap
Trap
4
0.50 Ac.
454 Cu.Fl.
10'x 16'x4'
16'x 12'
22
0.79 Ac.
717 Cu.Ft.
16'x 15'x 4'
12'x 9'
Trap
Trap
5
2.18 Ac.
1978 Cu.Ft.
34' x 20' x 4'
16 x 12'
23
0.36 Ac.
325 Cu.Ft.
9' x 12' x 4'
10' x T
Trap
Trap
6
2.25 Ac.
2042 Cu.Ft.
34' x 20' x 4'
16' x IT
24
0.90 Ac.
814 Cu.Fl.
18' x 15' x 4'
12' x 9
Trap
Trap
7
2.52 Ac.
1 2287 Cu.Ft.
20' x 42' x 4'
I 16 x 12'
25
0.36 Ac.
329 Cu.FL
9' x 12'x 4'
10' x 7'
Trap
Trap
8
2.18 Ac.
1978 Cu.Fl.
34'x20'x 4'
16x 12'
26
0.28 Ac.
258 Cu.FI.
9'x 12'x 4'
10'x7'
Trap
Trap
9
2.69 Ac.
2441 Cu.FL
42' x 20' x 4'
16' x 12'
27
0.49 Ac.
444 Cu.Ft.
12'x 17 x 4'
10' x 7'Trap
Trap
10
0.99 Ac.
902 Cu.FI.
20' x 15' x 4'
12' x 9'
28
0.36 Ac.
325 Cu.Ft.
9' x 12' x 4'
10' x T
Trap
Trap
11
0.48 Ac.
439 Cu.Ft.
12' x 12' x 4'
10' x T
29
0.24 Ac.
216 Cu.Ft.
9' x 12' x 4'
10' x 7'
Trap
Trap
12
0.52 Ac.
475 Cu.Ft.
13' x 12'x 4'
10' x 7
30
0.41 Ac.
371 Cu.FL
1 O' x 17 x 4'
10' x 7'Trap
Trap
13
1.07 Ac.
974 CuYl.
22'x 15'x 4'
17 x9'
31
0.29 Ac.
266 Cu.FL
9'x 17 x 4'
10'x7'
Trap
Trap
14
0.92 Ac.
833 Cu.Ft.
19' x 15' x 4'
17 x 9'
32
0.71 Ac.
646 Cuff.
14' x 15' x 4'
12'x 9'
Trap
Trap
15
5.92 Ac.
5372 Cu. Ft.
77 x 25' x 4'
16' x 17
33
0.43 Ac.
390 Cu.Ft.
40' x 17 x 4'
10' x T
Trap
Notes:
• Traps are sized
for maxlrnum
disturbed
area
16
2.00 Ac.
1815 Cu. FI.
15' x 40' x 4'
17 x 9'
with 2 cleamaAs
• Traps are oriented
per year.
with Length
dimension
al 90" to
rap T
17
2.91 Ac.
2641 Cu.Ft.
20' x 424 x 4'],6
x 12'
Eder Berm.
dimension.
Filter Benns shall
be centered
on Width
Trap
18
1.75 Ac.
1588 CaFl
15'x35'x 4'x9'
• = A
DIME
14

m = = i m = = m m m = = = = = m m o m
ahI JcQfr of5y/Ic- (`z"KV )—
ccn��
cvJf y(O94",E Fr')—
�JarEQ LE.KL
c�ro�lE •�,�a^�
a-,�RsrE �666 7e)
SEDIMENT BA
NO SCALE
h�wJ6Y (8` 1(0' 1 0I I,A') -
3P OF Cr
.`\�Q,( r1� _ilO1 Q" OIL, vE4TILALL�'
• 1/ 1 Ir 11�� O.C. Fi0 ILON4Ti,LLY
{rode LIJ14 db:L;,
atf -seer col bRs } µ J.
tsE c;ar_ a
WITH RISER

= Ml = = = = M = M O = = = ! M M r• M
Maximum Water Level
Elev. 312.4
"' Channel ' 20' or more -level " 11
Profile (See Cross Section Below)
Top of Dam -El. 313.5
I. Width = 16' -
Water Surface-EI. 312.4 I A1I11I'' Freeboard
1.40 Ft. Max. Depth of or1 0Yr. StorFmW
—1111 11114=1111 �111-1111— "I
Compacted Subgrade
Line with NC DOT Class 1 Fliprap
18" thick, with 6" lining #57 washed stone.
Control Section (cross Section)
EMERGENCY SPILLWAY WITH TRAPEZOIDAL CHANNEL
NO SCALE

Install diaphragm with
corrugations vertical
B
,
NOTE: 2' PROJECTION
SHOWN
continuous
1/2" x 2" slotted
For 2.0' projection
use 4 3/8" dia.
weld
holes for 3/8"
bolts, each side
dia. bolts.
8"C-C.
,
0
,... LO.D. of I e
Space 8" c-c
12"
2'
ml
clu ng coating
2
l
0 0
2„
band
,
,
continuous
continuous
'
weld
weld
,
Weld both sides
-4Corrugated
metal sheet
welded to center of bond.
,
R•
SECTION B-B'
ELEVATION OF UNASSEMBLED DIAPHRAGM
NOTES FOR DIAPHRAGM:
1. All material to be In accordance with construction
and construction materials specifications.
2. When specified on the plans, coating shall be In
accordance with construction and construction
material specifications.
ANTI -SEEP
NO SCALE
3. Unassembled diaphragms shall be marked by
painting or tagging to Identify matching pairs.
4. The lap between the two half sections and
between the pipe and connecting band shall
be caulked with asphalt mastic at time of
Installation.
5. Each diaphragm shall be furnished with two
1/2" dia. rods with standard tank lugs for
connecting diaphragms to pipe.

M M M M M M M M M M M M M M M M M i M
Pq
PERK
NO SCALE
Pressure Relief
Holes 4" eta.
A \ A
\ � a, /O
16 x 12'
Spacer bai
(typical)
Plan
Riser
ofaacter
Section A -A
pport Bar S
6 Rebar min
Lock tric
Ld ou 36" section of: I"
&le iron as stiffener
Top is j-4- gauge corrugated metal
or 1/8' steel plate. Pressure relief
holes may be omitted, if ends of
corruga- lions are left fully open when
top is attached.
Cylinder is J1 gauge corrugated
metal pipe or fabricated from 1/8'
steel plate.
Notes.
1. The cylinder must be firmly
fastened to the top of the riser.
2. Support bars are welded to the top
of the riser or attached by straps
bolted to top of riser.
ED RISER with ANTI -VORTEX DEVICE and TRASH RACK $D

PERMANENT SEDIMENT BASIN -PLAN VIEW 8E
\\ °• °\� °°• ` o j, a °d5occ ` �..i'j Lrv.•Ily
l � L,Q• o�� �_°°,eta ` \ � \` -
wFb b
2W O IP
I.O. = Zqa•�/
ExlyluG�1P
To
1°
m
I
1 _ _
N m l-
t 3 �

I
1
1
1
1
1
1
11
1
1
PERMANENT SEDIMENT BASIN CALCULATIONS
PREDICTED
Q = CiA
A = 27.71 Acres
C=/13.341(.75) +(14.371(.25) _ .36 + .13 = .49
\27.71) 27.71)
i = t.o.c. _ (A)
700'
@ 5% over bare earth =
13.30 min.
(B)
125'
@ 50% over ave. grass =
7.25 min.
(C)
50'
@ 20% through woods =
7.75 min.
(D)
500'
in channel (-18' drop)
= 3.60 min.
31.90 min.
DESIGN STORM
AVE. i
AVE. Q
cfs
PEAK i (@ t.o.c.)
PEAK Q
cfs
10 yr. - 1 hr.
2.5"/hour
34
3.75"/hour
51
25 yr. - 1 hr.
3,0"/hour
41
4.50"/hour
61
100 yr. - 1 hr.
3.75"/hour
51
r5.3011/hour
72 **
EXISTING FLOW TO POINT AT OUTLET OF PROPOSED SEDIMENT BASIN:
A = 21.56 Acres
C = (.3 open/cult.)(.88A) + (.25 open/grass or woods)(20.68A) _ .252
i10 = 4.2 in/hr toc = 940' @ 10% through woods = 22.5 min
(peak i10) +560, @ 15' drop, in channel = 4.25 min.
26.75 min.
Q = (21.56)(4.2)(.252) = 22.82 cfs
use 23 cfs
Q10 Storage volume req'd = 50,400 ft.3 @ release rate = 23 cfs
Sediment volume/yr = (16.6 acres)(1815 cu.ft.) = 30,129 ft.3
Total minimum storage required = 80,500 ft.3 w/yearly cleanout
Total minimum storage provided = + 85,000 ft.3
Velocity at pipe outlet = 7.8 fps (full) (Manning's)
Velocity in emergency spillway chan. = Vc Se = 5.0 5.5 = 6.26 fps
Sc 2.6
Rock Linings sized according to NY DOT "Bank and Channel Lining
Procedures", 1971.
1
20

REQUIRED STORAGE (PEAK VOLUME FOR 10 YR. 1 HR. STJRM ASSUMING
23 cfs RLEASE RATE THROUGH 1° SPILLWAY)
1
DURATION
(minutes)
RAINFALL
INTENSITY
(in./hr.)
j
RUNOFF RATE
IN DEV'D
CONDITION
Q = CiA (cfs)
C = .49
A = 27.71
i = 2
RUNOFF
VOLUME (ft.3)
1Q Q3 60
RELEASE FLOW
VOLUME (ft.3)
23cfs- 6C
STORAGE
VOLUME
REQUIRED
(ft.3)
5
7.8
106
8
7.0
05
10
6.5
88
15
5.7
77
20
4.9
67
30
4.0
54
40
3.4
46
50
2.9
39
117,000
69 000
48,000
60
2.75
37
133,200
82.800
50 400*
90
2.2
30
162,000
124,200
37 800
120
1.6
22
158 400
165.600
(-7 200)
21

L�-LLTUQE TO ee -
60HF1dE0 ro95%
`y iP.hD��7 F1CfG"�
Mir-tiMUM,
F�`� �JO •�fo�
�e�� D111G�-'9104-i :^•
E
LASS 1 RIPRaP
�� W� 8"57 WASHED 51oN6
It9afi7R Marietta: Xtggreg2tQS
i.,tite & Little'Landscapc.Architectare!
Land Plannurg`
FU 118 QUar iCUlVertSCtledUlE
PO'<Bo-x9448,Rafee
h,NC27602 3I21�90
25 Yr.
Length
Head-
Outlet
Culvert
Peak
x Dia.
water
Min.
Max.
Max.
Protection
#
O
C.M.P.
Depth
Sloe
Sloe
VelocitV
See Detail
# 1
80' x 36"
Class 1 Riprap w/ liner
at SR 1119
42.0 CFS
Helical
2.9 Ft.
0.9%
1.5%
11.8 FPS
20' L x 10' W x 1.5' D
# 2
160' x 15"
Class 1 Riprap w/ liner
8.1 CFS
Helical
2.4 Ft.
10.0%
11.0%
17.5 FPS
12' L x 6' W x 1.5' D
# 3
80' x 24"
Class 1 Riprap w/ liner
22.5 CFS
Helical
3.0 Ft.
4.0%
5.0%
16.1 FPS
16' L x 8' W x 1.5' D
# 4
240' x 48"
Class 1 Riprap w/ liner
97.1 CFS
Helical
4.4 Ft.
1.1%
1.7%
15.0 FPS
30' L x 15' W x 1.5' D
# 5
60'x 15"
Class 1 Riprap w/ liner
4.0 CFS
Helical
1.0 Ft.
0.5%
1.0%
4.0 FPS
8' L x 4' W x 1.5' D
# 6
60' x 15"
Class 1 Riprap w/ liner
4.0 CFS
I Helical
1 1.0 Ft.
0.5%
1.0%
1 4.0 FPS
8' L x 4' W x 1.5' D
Notes: 1. Provide 8" thick lining of #57 clean stone under specified N.C.D.O.T. Class 1 Riprap.
OUTLET PROTECTION
22

1 LX 57 '4..
\ o
� To het)lr'te.tT i�� 355 �
DItGH �Iq To
SETTLING POND FOR PRIMAR CRUSHE
(TO BE PLACED DURING PLANT CONSTRIJCT101
SILT FENCE
\ ------ GO. X14' si5
\ \ 35-
330
\\ `\ PIT �ry\� / v \� '32.6
CLARIFICATION
PONDS /
SEDIMENT—
TRAP
I � /
I0'X40'
our
z y /
SETTLING POND AND
PIT CLARIFICATION POND ��
SCALE I"=50' 23

iPIT CLARIFICATION POND
Approximate size
Water Level
Bottom
Total Volume
210' x 40'
Elev. 328
Elev. 317
± 50,000 Cu. Ft.
SMALL SETTLING POND FOR SURGE PILE + PRIMARY CRUSHER
Area drained
at 1/2"/acre- requires 3,417 cu. ft. sediment/ year
Assume 2500 cu. ft. storage (2 clean -outs per year) with 3 Ft.
sediment storage depth + 1 ft. of water
Size at60'x14'4'
(See Ditch Schedule (Ditch 19) for Release Channel for the Settling Pond.)
I
I
1 24

I" s- m A we �� rr m� s m w iEft m M, m
ra
N
— — — Tom of Side Slope o} Cha 1
W
SECTION
Not to scale
1' MIN.
°reeboard
3'.5 MIN.
(24"when
placed In
#5 WASHED STONE
CROSS SECTION
Not to scale
HECK DA
for Chan
3'.5 MIN.
1:1 MAX. (24" when
placed in
diversions)
SIDE SLOPE
FLOW THROUGH CHANNEL
OR DIVERSION

I
1
r
r
�r
Appendix:
STORMWATER RUNOFF WORKSHEETS
r
M
l
,1
I
L
1
r
r
[i

l H CAROLINA — SHEET '.UMBER 95 SGILS
+:C2 (loins snrei C9. rr.D
CeC2
C182 /�.ni a � � 4C'!-,• 'r \ a C J .. ; ;,:.
U6A?ti'
�a4NLTf W ° 1 t .'.- - I o`7c ; E-RoDab �' ; F,
fir. ' •� \ 3d�v— ^ ,CF3. 1 a°
e B
ecZo
GaH?AcrED K.,-IE1�5 (AU,. IMPS �
NEAJ?-u< 'bo. ALL 15LAI IL�Vol.1L COW
t,11 -`i
f ft': r '.t'1' >CDU.n �{. ;j• r .A` .YnYy .y r �, •. C!D •, CR
� � x� `, � y - •+ �Ce � � y ADB2
ce = a
. oq^,oA 1 :. f. p°• - a CD s Yfv.7c� ' a Z_ ( �� k r \ �
AHC2 'Gu
L �?yi.� fI� h L �• _� t.�'b..•�i S y CdY. 62 G`• W '< �
NoB2 W.a 1
W B\ 'ii ¢' I ac
�: , * r� a. •• i T" •>•*�_ �. .\f _.: .. a ADB2 WaC I' •. ,WDC
Wgn
4 W(d ApD \ WaC\'
A¢BZa Ik 1 0 � C
A¢B2 c 11 A¢B2 1, e I .
/M. m 4e A¢B2 9 fi AeC2 ADC 3
ti es' ADD
' nr ¢Bl Ono /r_r_ rn.r ADD A¢C2 waG

Rainfall Data/ Land
Cover
MMA Fuquay Quarry, Wake County,
North Carolina
Rainfall Data and Land Cover Types
13 March, 1990
'
RAINFALL DATA (map interpolated)
Source: Soil Conservation Service North
Carolina Rainfall Data Maps (Rev.
6-70)
24 hr. Storm Rainfall
in inches
1 Year
3.05"
2 Year
3.60"
5 Year
4.75"
10 Year
5.60"
25 Year
6.45"
50 Year
7.25"
100 Year
8.10"
JLAND
COVER TYPES with CN and C
factors.
Description Soil Group S.C.S.
CN Rational
C
Woods (good)
B
55
0.20
Meadow
Fields -Row Crops
B
B
58
85
0.26
0.84
Grass Berms, Ditches, Seeded Areas
B
65
0.28
Plant area (crushed stone)
B
88
0.86
Stone and dirt roads (excl R.O.W.)
B
86
0.84
Paved roads (incl R.O.W.)
B
89
0.86
Ponds
all
98
0.99
Roofs, Asphalt surfaces
all
98
0.95
New graded areas (no vegetation)
B
86
0.84
Cut Over Trees with low scrub
B
56
0.22
Home and Farm Steads
B
74
0.30
CN Factors determined from Tables 2-2a to 2-2C, Soil Conservation Service T.R. 55, June 1986 edition.
Rational C factors interpolated from multiple sources.
1
I
27

I
Drainage Areas Land Cover & Tc Table
I
I
I I
r�
11
11
11
. . . . . ............ ..
. . . . . .. .
Time of Concentration
AREA #
COVER DESCRIPTION CN
Area-S Ft.
Area -Acres
Overland Shallow Channel
1, Part
Woods B 55
12,200 So Ft
0.280 Ac.
of C-11
Pavement and Roof B98
14,800 Sq Ft
0.340 Ac.
200' at 2.0%
550,
all 0-1
Turf and Meadow 0
66,900 So Ft
1.536 Ac.
at 1.7%
Total 93,900 So Ft
2.156 Ac.
2
Woods B
55
80,000 Sq Ft
1.837 Ac.
— _F400'
;/6
Part
Pavement and Roof B
98
35,240 Sq Ft
0.809 Ac.
300' at 3
a t 4.5%
1820'
of C-1
Turf and Meadow B
60
664,760 So Ft
l 15.261 Ac.
at 2.2%
Total 780,000 Sq Ft
17.906 Ac.1
3
Woods B
55
0.000 Ac.
Pavement and Roof B
98
7,200 Sq Ft
0.165 Ac.
50' at 50%
1
330'
D-2
Turf and Meadow B
60
16,800 So Ft
0.386 Ac.
at 1%
Total 24,000 So Ft
0.551 Ac.
4
Woods B
55
0.000 Ac.
<1
am
Pavement and Roof B
9
3,600 Sq Ft
0.083 Ac.
divers.
Turf and Meadow E3
60
3,600 So Ft
0.083 Ac,
Total 7,200 So Ft
0.165 Ac.1
5
Woods '
'
,5
0.000 Ac.
<.1
temp.
Pavement and Roof B
98
1
2,000 Sq Ft
0.046 Ac.
divers
Turf and Meadow B
601
5,200 Sq Ft
0.119 Ac.
Total 7,200 So Ft
0.165 Ac.
6
Woods B
59
0.000 Ac.
<1
slit
Pavement and Roof B
ITurf
98
2,400 Sq Ft
0.055 Ac.
fence
and Meadow 8
60
2,800 So Ft
0.064 Ac.
Total 5,200 So Ft
0.119 Ac.1
7
Woods B
551
3,400 Sq Ft
0.078 Ac.
of C-2
Pavement and Roof B
98
11,800 Sq Ft
0.271 Ac.
180' at 4.2%
150,
All D-7
Turf and Meadow B
60
91 �400 So Ft
2.098 Ac.
at 3.3%
Total 106,600 So Ft
2.447 Ac.
8
Woods B
55
0.000 Ac.
Pavement and Roof B
98
5,000 Sq Ft
0.115 Ac.
70' at 50%
or........
250 at
D-5
Turf and Meadow B
60
13,200 So Ft l
0.303 Ac.
Total 18,200 Sol Ft
0.418 Ac.
9
Woods B
551
28,510 Sq Ft
0.654 Ac.
Pavement and Roof B
98
6,000 Sq Ft
0.138 Ac.
170' at 7%
80'
It2%
D-8
Turf and Meadow B
60
49,190 Sq Ft
1.129 Ac,175%
woods, 2 % crass
Total 83,700 Sq Ft
112 , .
r�
M

I
I
I
i
I
I
11
'I
I
1
I
I.
I

I
Drainage Areas Land Cover & Tc Table
I
I
11
I
I
I
I
I I
I
I
MMA FuquayQuarry.....
. . .. ..... .. .
3 ",t'4.
. .....
Time of Concentration
AREA #
COVER DESCRIPTION
CN
Area-Sq. Ft.
Area-Acresi
Overland Shallow Channel
10
Woods B
55
64,600 Sq Ft
1 Ic
-
Pavement and Roof B
98
16,000 Sq Ft
�4 �:I
, A.:
300' at 2 99/.
Tat
[25 t 9%
300'
D-9
Turf and Meadow B
60
275,300 Sq Ft
6.320 Ac.
at 7%
Total 355.900 Sq Ft
8.170 Ac.
11
Woods a
55
0.000 Ac.
Pavement and Roof B
98
16,000 Sq Ft
0.367 Ac.
570'
D-10
Turf and Meadow B
60
21,500 Sq Ft
0.494 Ac'-
at 2.8%
Total 37.500 Sq Ft
0.861 Ac,
12
B
55
0.000 Ac.
lWoods
Pavement and Roof B
98
16,000 Sq Ft
0.367 Ac.
150' at 5 8%
620'
D-I1
Turf and Meadow B
60
64.000 Sq Ft
l 1.469 Ac.
at 3.2%
- Total 80.000 So Ft
1.837 Ac.1
13
1
Wo B
W=rn
55
0.000 Ac.
s
Pavement ent and Roof
98
16,000 Sq Ft
0.367 Ac.
600'
D-12TTurf
1
Turf and Meadow B
60
37,600 So Ft
0.863 Ac.
at 2.8%
Total 53.600 Sq Ft
1.230 Ac.1
14
Woods B
551
7,400 Sq Ft
0.170 Ac.
Pavement and Roof B
ITurf
98
11,600 Sq Ft
0.266 Ac.
280' at 7.5%
400'
D-13a
and Meadow B
60
63,700 Sq Ft
1.462 Ac.
at 3.8%
Total 82.700 Sq Fi
1.899 Ac.
15
Woods B
25,000 Sq Ft
0.574 Ac.
W/ 14
Panent and Roof B
98
4,000 Sq Ft
0.092 Ac.
300' at 10.7%
50' at 24%
280'
D-13b
Turf and Meadow
47,700 Sq Fi
1.095 Ac.
at 15%
Total 76300 Sq Ft
1.761 Ac.
1
16
B
551
0.000 Ac.
IWoods
Pavement and Roof B
98
1
18,800 Sq Ft
0.432 Ac.
35' at 2%
I
330'
C-6
Turf and Meadow B
60
24.500 Sq Ft
0.562 Ac.
at 2,5%
Total 43,300 Sq Ft
0.994 Ac.
17
B
55
0.000 Ac.
-T-
lWoods
Pavement and Roof B
98
3,200 Sq Fi
0.073 Ac.
<.1
D-I5
Turf and Meadow B
601
4,900 Sq F11
0.112 Ac.
Total 8.100 Sq Ft
0.186 Ac.j
18
B
55
0.000 Ac.
lWoods
Pavement and Roof B
98
7,000 Sq Ft
0.161 Ac.
<1
D-14
Turf and Meadow B
60
15.700 So Ft
0.360 Ac.
Total 22,700 Sq Ft
0.521 Ac.
19
Woods B
551
333,670 Sq F1
7.660 Ac.
part
Pavement and Roof B
1
98
27,725 Sq Ft
0.636 Ac.
300' at 1%,
at 3.8% 500
T
17 5 0'
of C-4
Turf and Meadow B
60
2,018,205 Sq Ft j
46.332 Ac.
at 3.9%
Total 2,379,600 Sq Ft l 54.628 Ac. I
C-1 Areas 1 +2
C-2 Area 7 only
C-3 Areas 9+10
C-4 Areas 12.14,15 17&19
Is
29

PEAKDISCHARGE..SUMMARY
JOB: MMA Fuguay Quarry Entr. Road Rev.
'1/14/90
DRAINAGE AREA NAME: lCulvert #1
Total Area in Acres=
20.06
Ac.
Sheet
IShallow
Channel
Weighted CN =
62
Flow=
Flow=
Flow =
Time Of Concentration=
0.39
Hrs.
0.27 Hrs.
1 0.03 Hrs.
0.08 Hrs.
Pond Factor =
1
RAINFALL
TYPE II
PEAK
TOTAL
Rrecipita,tron
Runoff
DISCHARGE
STORM
STORM
P inches
Q
Q"
Volumes
1 Year
3.1
In.
0.4 In.
5.2 CFS
30,470 Cu.
Ft.
2 Year
3.6
In.
0.7 In.
9.6 CFS
48,276 Cu.
Ft.
5 Year
4.8
In.
1.3 In.
21 CFS
93,697 Cu.
Ft.
10 Year
5.6
In.
1.8 In.
31 CFS
132,664 Cu.
Ft.
25 Year
6.5
In.
2.4 In.
42 CFS
175,065 Cu.
Ft.
50 Year
7.3
In.
3.0 In.
53 CFS
217,464 Cu.
Ft.
100 Year
8.1
In.
3.6 In.
65 CFS 1
264,651 Cu.
Ft.
1
Me

EAK DISCHARGE,SUMMARYI:.%
JOB:JMMA
Fuguay Quarry Entr. Road Rev.
lCulvert #2 3/14/90
DRAINAGE AREA NAME:
Total Area in Acres=
2.45 Ac.
Sheet
—
Shallow
Channel
Weighted CN
64
Flow-
[Flow=
Flow
Time Of Concentration_
0.17 Hrs.
0.16
Hrs.
0.00 Hrs.
0.01 Hrs.
Pond Factor =
1
RAINFALL TYPE II
..
... .. .. ..
PEAK
TOTAL
,.
. .. . . .. . .. . . .. . . ....
.... x-i
Preclpfthti h
Runoff
DISCHARGE
STORM
STORM
P ..inches
(Q10
)
......
-volumes
1 Year
3.1 In.
0.5
In.
1.3 CFS
4,360 Cu.
Ft.
2 Year
3.6 In.
0.8
In.
2.1 CFS
6,718 Cu.
Ft.
5 Year
4.8 In.
1.4
In.
4.3 CFS
12,620 Cu.
Ft.
10 Year
5.6 In.
2.0
In.
6.1 CFS
17,613 Cu.
Ft.
25 Year
6.5 In.
2.6
In.
8.1 US
23,004 Cu.
Ft.
50 Year
7.3 In.
3.2
In.
10 US
28,363 Cu.
Ft.
100 Year
8.1 In.
3.9
In.
12 US
34,300 Cu.
Ft.,
31

2: x
" PEAWIDISCHARG:'SUMMARY.K
JOB:IMMA
Fuguay Quarry Entr. R
3/14/90
DRAINAGE AREA NAME:
lCulvert #3 7�7�
Total Area in Acres=
10.09 Ac.
Sheet
Shallow
Channel
Weighted CN =
61
Flow=
� Flow=
Flow =
Time Of Concentration=
0.31 Hrs.
0.28
Hrs.
1 0.01 Hrs.
0.01 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
.. . ........ K
TOTAL
.. .....
_recipi a on.:�
t.. ......
...
�::i:Runoff::::
DISCHARGE HA ilqt�
. ..
STORM
.. .. .. ... .
STORM::m
... .... ...... . . .... ... . . ..... ..
inches:
........ ...................................
Volumes
1 Year
3.1 In.
0.4
In.
2.6 CFS
14,077 Cu.
Ft.
2 Year
3.6 In.
0.6
In.
5.0 CFS
22,651 Cu.
Ft.
5 Year
4.8 In.
1.2
In.
11.2 CFS
44,748 Cu.
Ft.
10 Year
5.6 In.
1.7
In.
16.5 CFS
63,845 Cu.
Ft.
25 Year
6.5 In.
2.3
In.
22.5 CFS
84,711 Cu.
Ft.
50 Year
7.3 In.
2.9
In.
29 CFS
105,640 Cu.
Ft.
100 Year
8.1 In.
3.5
In.
35 CFS
128,989 Cu.
Ft.
32

"PEAWIDISCHARGE
SUMMARY...."".0
IMMA FuquaQuarry Entr. Road R
ICulvert #4 3/14/90
—JOB:
DRAINAGE AREA NAME:
Total Area in Acres=
60.31 Ac.
Sheet
Shallow
Channel
Weighted CN =
60
Flow=
Flow=
Flow =
Time Of Concentration=
0.53 Hrs.
0.44
Hrs.
0.04 Hrs.
0.05 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
..
. ...... ...
.. AL
. .. .... ... .... ....... .....
. .. .......
Precipitation
;::,Run&V::::
DISCHARGE
. . ... ...
.STORM
STORM
MYinches
�: 40)
�::�
......
x �N, 11-
v olurnes
1 Year
3.1 In.
0.4
In.
9.7 CFS
76,957 Cu.
Ft.
2 Year
3.6 In.
0.6
In.
20.7 US
125,909 Cu.
Ft.
5 Year
4.8 In.
1.2
In.
47.2 CFS
253,452 Cu.
Ft.
10 Year
5.6 In.
1.7
In.
70.7 CFS
364,519 Cu.
Ft.
25 Year
6.5 In.
2.2
In.
97.1 CFS
486,409 Cu.
Ft.
50 Year
7.3 In.
2.8
In.
124 US
609,051 Cu.
Ft.
100 Year
8.1 In.
3.4
In.
155 CFS
746.210 Cu.
Ft.
W,

PEAK DISCHARGE
JOB:JMMA
Fuguai Quarry Entrance Road Kev--:: F
95 1 3/21/90
DRAINAGE AREA NAME: lCulvert
Total Area in Acres= 0.99 Ac. ISheet IShallow IChannel
Weighted CN = 77 Flow= Flow= Flow =
Time Of Concentration= 0.10 Hrs. 0.00 Hrs. 1 0.00 Hrs. 0.00 Hrs.
Pond Factor = 1 RAINFALL TYPE 111
1 Year
2 Year
5 Year
10 Year
25 Year
50 Year
3.1 In
3.6 In
4.8 In
5.6 In
6.5 In
7.3 In
8.1 In
1.1
In.
1.7 CFS
1.5
In.
2.3 CFS
2.4
In.
4 CFS
3.1
In.
5 CFS
3.9
In.
6 CFS
4.6
In.
7 CFS
5.4
In.
8 CFS
3,990 Cu.
Ft.
5,431 Cu.
Ft.
8,715 Cu.
Ft.
11,302 Cu.
Ft.
13,982 Cu.
Ft.
16,566 Cu.
Ft.
34

::.
PEAKDISCHARGE :SUMMARY
JOB:IMMA
Fuguay 06arr-y-Enir. Roadi
3/14/90
DRAINAGE AREA NAME:
IDitch #1
Total Area in Acres=
2.16 Ac.
Sheet
Shallow
Channel
Weighted CN =
65
Flow=
Flow=
Flow =
Time Of Concentration=
0.27 Hrs.
0.24
Hrs.
0.00 Hrs.
0.03 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
PEAK
TOTAL
. . .. . .. . .. .
Precipitation
........ . .
Runol/RGE
-v
DISCHARGE
F- .
......
:STOR::i:�i�::�'i::�i:
M
STORM
inches..
.
Y-xx
.. .
.
olumesm,
........ . .. ....
. .........
1 Year
3.1 In.
0.5
In.
1.0 CFS
4,140 Cu.
Ft.
2 Year
3.6 In.
0.8
In.
1.6 US
6,299 Cu.
Ft.
5 Year
4.8 In.
1.5
In.
3 US
11,655 Cu.
Ft.
10 Year
5.6 In.
2.1
In.
5 CFS
16,158 Cu.
Ft.
25 Year
6.5 In.
2.7
In.
6 CFS
21,000 Cu.
Ft.
50 Year
7.3 In.
3.3
In.
8 US
25,800 Cu.
Ft.
100 Year
8.1 In.
4.0
In.
9 US
31,106 Cu.
Ft.
35

PEAK:.D ISCHARGE,.'SUMMARY
..... .... . %� ......
JOB:[MMA Fuguay Quarry Entr. Road
3/14/90
DRAINAGE ARE ME: 1Ditch #2
Total Area in Acres=
0.55 Ac.
Sheet
Shallow
Channel
Weighted CN =
71
Flow=
Flow=
Flow =
Time Of Concentration=
0.10 Hrs.
0.02
Hrs.
0.00 Hrs.
0.02 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
PEAW�:]:i::::i�
... ....... ....... .
�i�iP ...... ... ....
. ..
.. .. ....
. ..... ......
Precipttatiow:i�:�
.... .... .... ...
i�:Rundff
....
DISCHARGE :
. . . .
iSTORM
x 's — TORM
P inches
—::-::Volumes
1 Year
3.1 In.
0.8
In.
0.6 US
1,579 Cu.
Ft.
2 Year
3.6 In.
1.1
In.
0.9 CFS
2,256 Cu.
Ft.
5 Year
4.8 In.
1.9
In.
2 US
3,859 Cu.
Ft.
10 Year
5.6 In.
2.6
In.
2 US
5,160 Cu.
Ft.
25 Year
6.5 In.
3.3
In.
3 US
6,531 Cu.
Ft.
50 Year
7.3 In.
3.9
In.
3 US
7,870 Cu.
Ft.
100 Year
8.1 In.
4.7
In.
4 US
9,332 Cu.
Ft.
36

�l
e
I
I
A
I
e
1
I
wi
I
I
i
11
1
r
i

...... .. PEAK DISCHARGESUMMARY
JOB: I' MM A FuquaQuarry Entr. Road Rev.
3/14/90
DRAINAGE AREA NAME: I Ditch #3
Total Area in Acres=
0.08 Ac.
Sheet
Shallow
Channel
Weighted CN =
71
Flow=
Flow=
Flow =
Time Of Concentration_
0.10 Hrs.
0.00
Hrs.
0.00 Hrs.
0.00 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
PEAK
TOTAL
Precipitation .-:-
Runoff
DISCHARGE:
STORM
xx. ............ ..
V., STORM 'Ao�:
(py:Anches:
Volumes .............
1 Year
3.1 In.
0.8
In.
0.1 CFS
237 Cu.
Ft.
2 Year
3.6 In.
1.1
In.
0.1 CFS
338 Cu.
Ft.
5 Year
4.8 In.
1.9
In.
0.2 CFS
579 Cu.
Ft.
10 Year
5.6 In.
2.6
In.
0.3 CFS
774 Cu.
Ft.
25 Year
6.5 In.
3.3
In.
0.4 US
980 Cu.
Ft.
50 Year
7.3 In.
3.9
In.
1 CFS
1,180 Cu.
Ft.
100 Year
8.1 In.
4.7
In.
I CFS
1,400 Cu.
Ft.
37

PEAK DISCHARGE JSUMMARY
JOB:JMMA
Fuguay Quarry Entr. R 5i��
3/14/90
DRAINAGE AREA NAME:
IDitch #4
Total Area in Acres=
0.06 Ac.
Sheet
Shallow
Channel
Weighted CN =
78
Flow=
Flow=
1
Flow =
Time Of Concentration=
0.10 Hrs.
0.00
Hrs.
0.00 Hrs.
0.00 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
.... ... ... . ... ... .
. .. .
PEAK
TOTAL:
..
Runoff.:;
DISCHARGE.]
STORM
..........
STORM
��(P) inches:1,.
-.go
........ ... .. ..
.. ..... ..... .
::y:: Volumes,
1 Year
3.1 In.
1.2
In.
0.1 CFS
252 Cu.
Ft.
2 Year
3.6 In.
1.6
In.
0.1 CFS
341 Cu.
Ft.
5 Year
4.8 In.
2.5
In.
0.2 CFS
542 Cu.
Ft.
10 Year
5.6 In.
3.2
In.
0.3 CFS
699 Cu.
Ft.
25 Year
6.5 In.
4.0
In.
0.4 CFS
862 Cu.
Ft.
50 Year
7.3 In.
4.7
In.
0 CFS
1,019 Cu.
Ft.
100 Year
8.1 In.
5.5
In.
1 CFS
1,188 Cu.
Ft.
38

. . . .... ...
M --PEAKID
... .... 7-1
IS.C.HARGE SUMMARY:
JOB:JMMA
. ... ...
Fuguay Quarry Entr. Road Rev.
I Ditch #5 3/14/90
DRAINAGE AREA NAME:
Total Area in Acres=
0.42 Ac.
Sheet
Shallow
Channel
Weighted CN =
70
Flow=
Flow=
Flow =
Time Of Concentration_
0.10 Hrs.
0.03 Hrs.
0.00 Hrs.
0.00 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
PEAK
TOTAL
Precipifation "
.*Ruhd1f;
MISCHARGE:
STORM.
STORM
P
hes...x..
Volumes
........
..............es....
.... ..
.......
... ....
1 Year
3.1 In.
0.7 In.
0.5 CFS
1,126 Cu.
Ft.
2 Year
3.6 In.
1.1 In.
0.7 US
1,623 Cu.
Ft.
5 Year
4.8 In.
1.9 In.
1.2 CFS
2,810 Cu.
Ft.
10 Year
5.6 In.
2.5 In.
1.6 CFS
3,779 Cu.
Ft.
25 Year
6.5 In.
3.2 In.
2.1 US
4,802 Cu.
Ft.
50 Year
7.3 In.
3.8 In.
3 US
5,805 Cu.
Ft.
100 Year
8.1 In.
4.6 In.
3 US
6,901 Cu.
Ft.
39

I
A
1
1
e
1
1
1
I
1
1
1
0
1
1
r �
1
1

'PEAKIDISCHARGE SUMMARY.5
JOB:JMMA
FuquaQuarry Road Rev.
3/14/90
DRAINAGE AREA NAME:
IDitch #6
Total Area in Acres=
0.12 Ac.
Sheet
IShallow
Channel
Weighted CN =
78
Flow=
Flow=
Flow =
Time Of Concentration_
0.10 Hrs.
0.00
Hrs.
1 0.00 Hrs.
0.00 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
PEA... . ...
..
...
. .....
. .. .. . rqcipffation
Runoff
........ ..
DISCHARGE
. ...... STORM
M....
.... . .....
STORM
P 'lnekes:
-1—
pz
....
Volumes umes..:�
1 Year
3.1 In.
1.2
In.
0.2 US
505 Cu.
Ft
2 Year
3.6 In.
1.6
In.
0.3 CFS
682 Cu.
Ft.
5 Year
4.8 In.
2.5
In.
0.5 CFS
1,084 Cu.
Ft.
10 Year
5.6 In.
3.2
In.
0.6 CFS
1,399 Cu.
Ft.
25 Year
6.5 In.
4.0
In.
0.7 CFS
1,724 Cu.
Ft.
50 Year
7.3 In.
4.7
In.
1 CFS
2,038 Cu.
Ft.
100 Year
8.1 In.
5.5
In.
1 CFS
2,376 Cu.
Ft.
40

PEAK DISCHARGE SUMMARY
JOB:
MMA Fuq--uay 6"jiaiiRoad R
3/14/90
DRAINAGE AREA NAME:
Ditch #7 7�7�
Total Area in Acres=
1.18 Ac.
Sheet
Shallow
Channel
Weighted CN =
64
Flow=
Flow=
1
Flow =
Time Of Concentration=
0.17 Hrs.
0.16
Hrs.
0.00 Hrs.
0.01 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
. . . . . . . .. .......
.......... ..... .............
PEAK
..
.......
.. . . . ..... . ........ .
... ... .... ... ....... . ..
Prectptfifibb.��i�.i
V�Runoff..v,
DiS�bHARGIE
STORM
STORM :�:
Volumes
1 Year
3.1 In.
0.5
In.
0.6 US
2,108 Cu.
Ft.
2 Year
3.6 In.
0.8
In.
1.0 CFS
3,248 Cu.
Ft.
5 Year
4.8 In.
1.4
In.
2.1 CFS
6,101 Cu.
Ft.
10 Year
5.6 In.
2.0
In.
2.9 CFS
8,514 Cu.
Ft.
25 Year
6.5 In.
2.6
In.
3.9 CFS
11,120 Cu.
Ft.
50 Year
7.3 In.
3.2
In.
5 CFS
13,711 Cu.
Ft.
100 Year
8.1 In.
3.9
In.
6 CFS 1
16,581 Cu.
Ft.1
41

PEAK�DISCHARGE...SUMMARY,,.,4,....�.�.������
JOB:JMMA
—NAME:
Fuguay Quarry Entr. Road
[_DRAINAGE AREA
I Ditch #8
Total Area in Acres=
1.92 Ac.
Sheet
IShallow
Channel
Weighted CN =
61
Flow=
Flow=
Flow =
Time Of Concentration=
0.23 Hrs.
0.22
Hrs.
1 0.00 Hrs.
0.01 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
PEAK::::::TOTAL
. .. .. .Precipitation
DISCHARGE
STORM
1 Year
3.1 In.
0.4
In.
0.6 CFS
2,680 Cu.
Ft.
2 Year
3.6 In.
0.6
In.
1.1 CFS
4,313 Cu.
Ft.
5 Year
4.8 In.
1.2
In.
2.5 US
8,520 Cu.
Ft.
10 Year
5.6 In.
1.7
In.
3.6 CFS
12,156 Cu.
Ft.
25 Year
6.5 In.
2.3
In.
4.9 US
16,129 Cu.
Ft.
50 Year
7.3 In.
2.9
In.
6 CFS
20,114 Cu.
Ft.
100 Year
8.1 In.
3.5
In.
8 CFS
24,560 Cu.
Ft.
42

. .... ... .. �iPEAK
DISCHARGE SUMMARU:.:�::,%:1:'K:,..�:
JOB:JIMMA
Fuguay Quarry Entr. Road Rev.
3/14/90
DRAINAGE AREA NAME:
IDitch #9
Total Area in Acres=
8.17
Ac.
Sheet
Shallow
Channel
Weighted CN =
61
Flow=
Flow=
Flow =
Time Of Concentration=
0.31
Hrs.
0.28
Hrs.
0.01 Hrs.
0.01 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
.... .
PEAK
TOTAL
..........
Precipt
t'ion:::i
RunoffDISCHARGE
STORM ,,:.
. .. ... .... ...
CIO—
I
Volumes
1 Year
3.1
In.
0.4
In.
2.1 CFS
11,397 Cu.
Ft.
2 Year
3.6
In.
0.6
In.
4.1 CFS
18,338 Cu.
Ft.
5 Year
4.8
In.
1.2
In.
9.1 CFS
36,228 Cu.
Ft.
10 Year
5.6
In.
1.7
In.
13.4 CFS
51,689 Cu.
Ft.
25 Year
6.5
In.
2.3
In.
18.2 CFS
68,582 Cu.
Ft.
50 Year
7.3
In.
2.9
In.
23 CFS
85,527 Cu.
Ft.
100 Year
8.1
In.
3.5
In.
29 CFS
104,430 Cu.
Ft.,
43

PEAK DISCHARGE:(SUMMARY. vv.
JOB:IMMA
Fuguay Quarry Entr. Road Rev.
DRAINAGE AREA NAME:
I Ditch #10
Total Area in Acres=
0.86 Ac.
Sheet
IShallow
Channel
Weighted CN =
76
Flow=
Flow=
Flow =
Time Of Concentration=
0.10 Hrs.
0.00
Hrs.
1 0.00 Hrs.
0.02 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
.,,..,.,,.,,.PEAK
TOTAL
.... .......
.. . . .. ......
Precipitation
U 0
DISCHARGE
. .......... ...
STORM
S...T..O....R...0
..Ppinches �
.
3-
. . ........
volumes
1 Year
3.1 In.
1.0
In.
1.4 US
3,278 Cu.
Ft.
2 Year
3.6 In.
1.4
In.
1.9 US
4,495 Cu.
Ft.
5 Year
4.8 In.
2.3
In.
3.1 CFS
7,285 Cu.
Ft.
10 Year
5.6 In.
3.0
In.
4.1 US
9,493 Cu.
Ft.
25 Year
6.5 In.
3.8
In.
5.1 CFS
11.786 Cu.
Ft.
50 Year
7.3 In.
4.5
In.
6 CFS
14,002 Cu.
Ft.
100 Year
8.1 In.
5.2
In.
7 CFS
16,403 Cu.
Ft.
44

.PEAK DISCHARGE ,.,SUMMARY,.:�'.
JOB:
MMA Fuguay Quarry Entr. Road Rev.
3/14/90
DRAINAGE .A NAME:
Ditch #11
Total Area in Acres=
1.84 Ac.
Sheet
Shallow
Channel
Weighted CN =
68
Flow=
Flow=
Flow =
Time Of Concentration_
0.15 Hrs.
0.12
Hrs.
0.00 Hrs.
0.02 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
.........
PEAK
TOTAL:::]::
. ....... ... . ... .. ...... .
Or ikiiitioh
n ff
STORM
STORM.:inches
'
. .... ........
......
'Volumes:.
1 Year
3.1 In.
0.7
In.
1.5 CFS
4,351 Cu.
Ft.
2 Year
3.6 In.
1.0
In.
2.2 CFS
6,399 Cu.
Ft.
5 Year
4.8 In.
1.7
In.
4.1 US
11,358 Cu.
Ft.
10 Year
5.6 In.
2.3
In.
5.7 CFS
15,451 Cu.
Ft.
25 Year
6.5 In.
3.0
In.
7.4 US
19,806 Cu.
Ft.
50 Year
7.3 In.
3.6
In.
9 US
24,090 Cu.
Ft.
100 Year
8.1 In.
4.3
In.
11 US
28,796 Cu.
Ft.
45

zo N e-'PEAK DISCHARGE : SUMMARY
JOB: MMA iquay Ouarry Entr. Road Rev.
3/14/90
DRAINAGE AREA NAME: IDitch #12
Total Area in Acres=
1.23 Ac.
Sheet
Shallow
Channel
Weighted CN =
71
Flow=
Flow=
Flow =
Time Of Concentration=
0.10 Hrs.
0.00
Hrs.
0.00 Hrs.
0.02 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
..........
TOTAL
... ... ... ..
Precipitation
:..::R&
....... ...
DISCHARGE:; .
.... .. ...... . STORM
STORM :% I
inches
.....
Volumes
1 Year
3.1 In.
0.8
in.
1.4 CFS
3,526 Cu.
Ft.
2 Year
3.6 In.
1.1
In.
2.1 CFS
5,038 Cu.
Ft.
5 Year
4.8 In.
1.9
In.
3.6 CFS
8,618 Cu.
Ft.
10 Year
5.6 In.
2.6
In.
4.9 CFS
11,524 Cu.
Ft.
25 Year
6.5 In.
3.3
In.
6.3 CFS
14,585 Cu.
Ft.
50 Year
7.3 In.
3.9
In.
8 CFS
17,575 Cu.
Ft.
100 Year
8.1 In.
4.7
In.
9 CFS
20,842 Cu.
Ft.
46

.......PEAK
DISCHARGE: SUMMARY
JOB:
MMA FuquaQuarry Entr. F!2a�d
3/14/90
DRAINAGE AREA NAME:
I Ditch #13a
Total Area in Acres-
1.90 Ac.
Sheet
i ,Shallow
Channel
Weighted CN =
65
Flow-
I Flow=
Flow =
Time Of Concentration=
0.20 Hrs.
0.18
Hrs.
i 0.00 Hrs.
0.01 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
. . .. .. .
.... .... ... ....... .
......
. ...
PEAK
TOTAL
a-
r cipt e fiorll.�-
......... . ........
Runoff
DISCHARGE
........ ....
STORM
141�­ U..
'STORM--
P inches0
o:�, , I .: � 0.
.
.., v olumes;
1 Year
3.1 In.
0.5
In.
1.0 CFS
3,646 Cu.
Ft.
2 Year
3.6 In.
0.8
In.
1.7 CFS
5,548 Cu.
Ft.
5 Year
4.8 In.
1.5
In.
3.3 CFS
10,265 Cu.
Ft.
10 Year
5.6 In.
2.1
In.
4.6 CFS
14,230 Cu.
Ft.
25 Year
6.5 In.
2.7
In.
6.1 CFS
18,495 Cu.
Ft.
50 Year
7.3 In.
3.3
In.
8 CFS
22,723 Cu.
Ft.
100 Year
8.1 In.
4.0
In.
9 CFS
27,396 Cu.
Ft.
47

P.. MARY:,
JOB:JMMA Fuguay Quarry Entr. R
Road Rev.
DRAINAGE AREA NAME: I Ditch #1 3b
Total Area in Acres=
3.66 Ac.
Sheet
Shallow
Channel
Weighted CN =
63
Flow=
Flow=
Flow =
Time Of Concentration=
0.20 Hrs.
0.18
Hrs.
0.00 Hrs.
0.02 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
PEAK
TOTAL:
Rrecipitafion
Runoff
DISCHARGE
STORM
........... . .
STORM ...
(py,
Volumes
1 Year
3.1 In.
0.5
In.
1.6 US
6,029 Cu.
Ft.
2 Year
3.6 In.
0.7
In.
2.7 CFS
9,416 Cu.
Ft.
5 Year
4.8 In.
1.4
In.
5.6 CFS
17,972 Cu.
Ft.
10 Year
5.6 In.
1.9
In.
8.0 US
25,260 Cu.
Ft.
25 Year
6.5 In.
2.5
In.
10.7 US
33,159 Cu.
Ft.
50 Year
7.3 In.
3.1
In.
13 CFS
41,034 Cu.
Ft.
100 Year
8.1 In.
3.7
In.
17 CFS
49,778 Cu.
Ft.
M-1

PEAK DISCHARGE:'SUMMARY:�.,
JOB:IMMA Fuguay Quarry Entr. Road Rev.
3/14/90
DRAINAGE AREA NAME: I Ditch #14
Total Area in Acres=
0.52 Ac.
Sheet
Shallow
Channel
Weighted CN =
72
Flow=
Flow=
Flow =
Time Of Concentration=
0.10 Hrs.
0.00
Hrs.
0.00 Hrs.
0.00 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
. .. ... .. ... . .. .. .. ..
......
PEAK
TOTAL
........ ... .
. . . . . . . ...... ...... .... . . ... ...... . . . .... ..... .....
. ... .. .... .... .. ... ... .. ...
Runoff
DISCHARGE
......... . ..
STORM.(P)
.... .... ........
inches
p--
volumes
1 Year
3.1 In.
0.8
In.
0.6 US
1,585 Cu.
Ft.
2 Year
3.6 In.
1.2
In.
0.9 CFS
2,245 Cu.
Ft.
5 Year
4.8 In.
2.0
In.
1.6 US
3,797 Cu.
Ft.
10 Year
5.6 In.
2.7
In.
2.2 CFS
5,050 Cu.
Ft.
25 Year
6.5 In.
3.4
In.
2.7 CFS
6,366 Cu.
Ft.
50 Year
7.3 In.
4.0
In.
3 CFS
7,648 Cu.
Ft.
100 Year
8.1 In.
4.8
In.
4 CFS
9,047 Cu.
Ft.
49

PEAKDISCHARGE (SUMMARY
JOB:JMMA
Fuguay Quarry Entrance Road Rev.
3/21/90
DRAINAGE AREA NAME:
I Ditch #15
Total Area in Acres=
1.18 Ac.
Sheet
Shallow
Channel
Weighted CN =
76
Flow=
Flow=
Flow =
Time Of Concentration=
0.10 Hrs.
0.00
Hrs.
0.00 Hrs.
0.00 Hrs.
Pond Factor =
1
RAINFALL
TYPE 11
.......
....... ......
PEAKTOTAL ::
.. ......... .. ..
.. .......
DISCHARGE
... .. ... .. .. .
STORM
......
. ....... . . .....
inc h
-1- —,::: � ,:
opl�
Volumes o umes
I Year
3.1 In.
1.0
In.
1.9 CIFS
4,489 Cu.
Ft.
2 Year
3.6 In.
1.4
In.
2.6 CIFS
6,156 Cu.
Ft.
5 Year
4.8 In.
2.3
In.
4 US
9,976 Cu.
Ft.
10 Year
5.6 In.
3.0
In.
6 CIFS
13,001 Cu.
Ft.
25 Year
6.5 In.
3.8
In.
7 CFS
16,141 Cu.
Ft.
50 Year
7.3 In.
4.5
In.
8 US
19,176 Cu.
Ft.
100 Year
8.1 In.
5.2
In.
10 US
22,464 Cu.
Ft.
50

P. SUMMARYEAKDISCHARGE�...
JOB:JMMA Fuguay Quarry
3/21/90
DRAINAGE AREA NAME: I Ditch #19
Total Area in Acres=
5.30 Ac.
Sheet
Shallow
Channel
Weighted CN =
77
Flow=
Flow=
Flow =
Time Of Concentration=
0.19 Hrs.
0.18
Hrs.
0.00 Hrs.
0.01 Hrs.
Pond Factor =
1
RAINFALL TYPE 11
7777=
. . ... ... .
.. .. .. . ...
TOTAL
. ...........
............
1pitaff6h
....
i� 'CDISCHARGE
..... ... .
�f:�:�
......
STORM
STORM
inches
...... . .....
Volumes
1 Year
3.1 In.
1.1
In.
7.0 US
21,275 Cu.
Ft.
2 Year
3.6 In.
1.5
In.
9.7 CFS
28,959 Cu.
Ft.
5 Year
4.8 In.
2.4
In.
16 CFS
46,467 Cu.
Ft.
10 Year
5.6 In.
3.1
In.
21 US
60,263 Cu.
Ft.
25 Year
6.5 In.
3.9
In.
26 CFS
74,550 Cu.
Ft.
50 Year
7.3 In.
4.6
In.
31 US
88,329 Cu.
Ft.
100 Year
8.1 In.
5.4
In.
36 CFS
103,240 Cu.
Ft.
51

State of North Carolina
Department of Natural Resources and Community Development
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor Stephen G. Conrad
S. Thomas Rhodes, Secretary March 31, 1988 Director
Mr. Horace Willson
Manager - Environmental Services
Martin Marietta Aggregates
P.O. Box 30013
Raleigh, North Carolina 27622
RE: Permit #92-12
Fuquay Quarry
Wake County
Dear Mr. Willson:
Your recent request to have Mining Permit No. 92-12 for the Fuquay
Quarry in Wake County amended has been approved. A copy of the amended
permit is enclosed.
The conditions in the amended permit were based primarily upon the
initial application. Modifications were made as indicated by the amendment
request and as required to insure compliance with The Mining Act of 1971.
The expiration date, mine name and -permit number shall remain the same as
before the amendment. _
The issuance of a mining permit and/or any amendments made to it does
not supercede local zoning regulations. The responsibility of compliance
with the applicable zoning regulations lies with you.
Please review the amended permit and advise this office at (919)
733-4574 should you have any question concerning this matter.
Sincerely,
Thomas E. Carroll, P.G.
Mining Specialist
Land Quality Section
TEC/cft
Enclosure
cc: Mr. John Holley, P.E.
P.O. Ilex 27697, RaI4,h, North Camlina 27611-7687 1ek-rhone 9191733-3833
An Equal Oppomnity Affirmative Action Empbycr

DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
P E R M I T
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 Regulation 15 NCAC
5 B, and other applicable laws, rules and regulations
Permission is hereby granted to:
Martin Marietta Aggregates
Fuquay Quarry
Wake County - Permit No. 92-12
for the operation of a
Crushed Stonf Quarry
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.

In accordance with the application for this mining permit, which is hereby
approved by the Department of Natural Resources and Community Development,
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.
Expiration Date
This permit shall be effective from the date of its issuance until July 17,
1997.
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:

OPERATING CONDITIONS:
1. Wastewater and Quarry Dewatering
Any wastewater processing or mine dewatering shall be in accordance with
the requirements and regulations promulgated by the Water Quality Section,
Division of Environmental Management.
2. Air Quality and Dust Control
A. Any mining related process producing air contamination emissions
including fugitive dust shall be subject to the permit limitations and
monitoring requirements contained in the Air Quality Permit No. 6065
and any other requirements and/or regulations promulgated by the
Division of Environmental Management.
B. The access (plant entrance) road shall be paved westward from its
junction with SR 1119 to the mine property lease line shown on the
mine map dated January 19, 1988. During quarry operation, water
trucks or other means that may be necessary shall be utilized to
prevent dust from leaving the permitted area.
3. Buffer Zones
A. Sufficient buffer shall be maintained between any affected land and
any adjoining waterway to prevent sedimentation of that waterway from
erosion of the affected land and to preserve the integrity of the
natural watercourse.
B. Sufficient buffer shall be maintained between any excavation and any
adjoining property line to prevent caving of that property and to
allow grading of the side slopes to the required angle. No mining
related activity shall be conducted within 50 feet of any adjoining
property line.
4. Erosion and Sediment Control
A. The operator shall notify the Raleigh Regional Office, Land Quality
Section, at least 48 hours prior to initiating any land disturbing
activities indicated in the approved application for a mining permit.
B. Adequate mechanical barriers including but not limited to diversions,
earthen dikes, brush barriers, 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 or natural
watercourse in proximity to the affected land.

C. The Sediment and Erosion Control Plan dated February 10, 1987 and
revised April 5, 1987 and February 4,1988 shall be followed. An
erosion and sediment control plan(s) shall be submitted to the
Department for approval prior to any land disturbing activities not
indicated on the revised erosion control plan or mine maps submitted
with the approved application for a mining permit. Such areas
include, but are not limited to, expansion outside of the initial pit
area (*- 8.5 acres), creek crossings, or expansion of overburden
disposal areas.
D. A suitable rip -rap dissipator shall be provided at the pipe outlet
from the pit clarification pond. The receiving channel shall be
armored for a minimum distance of six (6) feet.
5. Groundwater Protection
A. Groundwater observation wells shall be installed 30 days prior to
initiating any excavations of consolidated material (rock) in the initial
pit area to allow for the determination of pre-existing (static)
groundwater levels.
B. The observation wells shall be drilled wells cased into consolidated
rock and grouted to the surface. The borehole shall be extended to
the first water bearing zone in the consolidated rock. The wells
shall be secured against unauthorized entry with a lockable cap. The
depth, exact location, and number of wells shall be as recommended by
the Groundwater and Land Quality Sections, Department of Natural
Resources and Community Development. The necessary permits to
construct these wells shall be obtained from the Groundwater Section.
C. The observation wells shall be monitored bimonthly at the same day
and approximate time of day for twelve (12) consecutive months
following the installation -of _the wells. The static water levels
shall be measured with an accuracy of plus or minus 0.1 foot and shall
be referenced to a datum point and a record of the water levels
maintained. The bimonthly precipitation and the volume of pit water
discharge shall also be recorded. Copies of these records shall be
provided to the Department on or about the end of month. Static water
level monitoring frequency kay be increased or decreased following the
initial twelve (12) month period as deemed appropriate by the
Department.
6. Graded Slopes and Fills
A. 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
offsite damage because of siltation, shall be planted or otherwise
provided with groundcover, devices or structures sufficient to
restrain such erosion.

B. Overburden cut slopes along the
to a minimum 2 horizontal to 1
30 days of completion.
7. Surface Drainage
perimeter of the pit shall be graded
vertical and shall be stabilized within
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. Blasting
The following blasting conditions shall be observed by the operator to
prevent hazard to persons and adjacent property from thrown rock or
vibrations:
A. In all blasting operations, except as hereinafter otherwise provided,
the maximum peak particle velocity of any component of ground motion
shall not exceed 1 inch per second at the immediate location of any
building regularly occupied by human beings such as dwelling house,
church, school, public building, or commercial or institutional
building. The operator shall monitor each blast during the first one
(1) year period with a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear (dBL) as
measured at the immediate location of any regularly occupied building
such as any dwelling house, church, school, public building, or
commercial or institutional building.
C. The operator shall take all reasonable precautions to insure that
flyrock is not thrown beyond areas where the access is temporarily or
permanently guarded by the operator. Should flyrock occur beyond the
guarded area, the operator`.shall report the incident to the Department
immediately and further use-ok explosive at the site shall be
immediately suspended until the following actions have been taken:
1. A thorough investigation as to the cause(s) of the incident shall
be conducted. I
2. A satisfactory report detailing the investigation shall be
provided to the Department within 10 days of the incident. Said
report shall, at a minimum, document the cause(s) of the flyrock
incident along with technical and management actions that will be
taken to prevent further flyrock incidents.
The report shall meet with the approval of the Department before
blasting may resume at the site. Failure to take corrective measures
to prevent flyrock and repeated instances of flyrock shall be
considered a violation of this permit.

D. The operator shall maintain records on each individual blast
describing: the total number of holes; pattern of holes and delay of
intervals; depth and size of holes; type and total pounds of
explosives; maximum pounds per delay interval; amount of stemming and
burden for each hole; and blast location. Records shall be maintained
at the permittee's mine office and copies shall be provided to the
Department upon request.
E. The operator shall, when requested by the Department, give 24 hour
advance notice to the Land Quality Section prior to any blast during a
period for which notice is requested.
9. High Wall Barrier
A physical barrier consisting of a fence or boulder barriers, etc., shall
be maintained at all times around the perimeter of any highwall.
10. Visual Screening
Existing trees that are outside of the clearing and grading limits as
indicated on the revised site plan dated April 5, 1987 shall be left uncut.
Berms shall be contructed as needed to provide additional visual screening
and noise barriers should the Department find that such structures are
warranted.
11. Plan Modification
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 applications for a
mining permit. Approval to implement such changes must be obtained from
the Department prior to on -site -implementation of the revisions.
12. Refuse Disposal '
No on -site disposal of refuse or, other solid waste that are 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 the Department of Human Resources, Division of
Health Services and the Department of Natural Resources, Land Quality
Section. The method of disposal shall be consistent with the approved
reclamation plan.
On -site disposal of refuse generated on -site and directly associated with
the mining activity is a permissable activity provided that the operator
notify the Land Quality Section in writing of his desire to do so.
Disposal of refuse shall be consistent with the approved reclamation plan.

13. Annual Reclamation Report
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.
14. Bonding
The security which was posted pursuant to N.C.G.S. 74-54 in the form of a
$25,000.00 Blanket Bond is sufficient to cover the operation as indicated
on 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. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant
archaeological resources.
I

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 By 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 allow the quarry excavation to fill with ground
water, barricade along the top of any highwall, and grade and revegetate
any areas in unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable
for the planned future use are as follows:
A. All areas of unconsolidated material such as overburden or waste piles
shall be graded to a 2 horizontal to 1 vertical or flatter slope and
terraced as necessary to insure slope stability.
B. Any settling ponds or sediment basins shall either be backfilled and
stabilized or cleaned out and made into acceptable lakes.

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 dumped at the
mine site.
Scrap metal, trash
or other such waste shall be removed
from the site
and properly
disposed.
F.
The affected land shall be graded to
prevent the
collection of noxious
or foul water.
3. Revegetation Plan:
Seeding Specifications:
1. Chisel compacted areas and spread topsoil three (3) inches deep
over adverse soil conditions, if available.
2. Rip the entire area to six (6) inches depth.
3. Remove all loose rock, roots and other obstructions leaving
surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly
and mix with soil (See Below*).
5. Continue tillage until -,a -well -pulverized, firm, reasonably
uniform seedbed is prepared four to six inches deep.
6. Seed prepared areas with'KY-31 Fescue at a rate of 250 lbs. of
seed per acre.
7. Lightly disc or rake seed into the top one inch of the prepared
seedbed.
8. Mulch immediately after seeding and anchor mulch (See Below*).
9. Inspect all seeded areas and make necessary repairs or
reseedings within the planting season, if possible. If stand
should be over 60% damaged, re-establish following original lime,
fertilizer and seeding rate.
10. Consult Conservation Inspector on maintenance treatment and
fertilization after permanent cover is established.

11. Obtain soil test six months after planting and fertilize
accordingly.
*Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in
clay soils).
Fertilizer - 1,000 lbs./acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion at 300.gallons/acre
NOTE: Fescue is to be planted only between the following
dates:
Seeding Schedule:
September 15 - November 15
February 15 - April 15
If seeding is not completed during the above dates.
All areas to be seeded shall be stabilized with straw
mulch and/or an annual grain crop until the planting
dates are in effect. ("Abruzzi" Rye at 110-150
lbs./acre.)
Shoulders, Side Ditches, Slopes (MAX. 3:1)
DATE
TYPE
PLANTING RATE
Aug.
15 -
Nov.
1
Tall Fescue
300
lbs./acre
Nov.
1 -
Mar.
1
Tall Fescue & Abruzzi Rye
25
lbs./acre
Mar.
1 -
Apr.
15
Tall Fescue
300
lbs./acre
Apr.
15 -
Jun.
30
Hulled Common Bermudagrass
25
lbs./acre
July
1 -
Aug.
15
Tall Fescue and
120
lbs./acre
*** Browntop Millett or
35
lbs./acre
*** Sorghum - Sudan Hybrids
30
lbs./acre

Slopes (3:1 to 1}:1)
Mar.
1
- Jun.
1
Sericea Lespedeza (Scarified) and
Mar.
1
- Apr.
15
Add Tall Fescue
Mar.
1
- Jun.
30
Or Add Weeping Lovegrass
Mar.
1
- Jun.
30
Or Add Hulled Common Bermudagrass
Jun.
1
- Sept.
1
*** Tall Fescue and
*** Browntop Millett or
50 lbs./acre
120 lbs./acre
10 lbs./acre
25 lbs./acre
120 lbs./acre
35 lbs./acre
*** Sorghum - Sudan Hybrids 30 lbs./acre
Sept. 1 - Mar. 1 Sericea Lespedeza (Unhulled-Unscarified) 70 lbs./acre
and Tall Fescue
50 lbs./acre
Nov. 1 - Mar. 1 Add Abruzzi Rye 25 lbs./acre
***Temporary - Reseed according to optimum season for desired permanent
vegetation. Do not allow temporary cover to grow over 12" in
height before mowing, otherwise fescue may be shaded out.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent
feasible. In any event, reclamatfon shall be initiated as soon as feasible
after completion or termination ofrmining of any mine segment under permit.
Final reclamation, including revegetation, shall be completed within two
years of completion or termination of mining.
I
This Permit, issued on July 17, 1987, is amended March 31, 1988 pursuant to
GS. 74-52.
By:
Stephen G. Conrad, Director
Division of Land Resources
By Authority of the Secretary
Of. the Department of Natural Resources and Community Development

State of North Carolina 2
Department of Natural Resources & Community Development S r1
Division of Land Resources
Land Quality Section
-P C
ANNUAL RECLAMATION REPORT
North Carolina General Statutes 74-55 and the Mining Regulations require that "The mine operator
shall, by February 1 of each year during the life of the permitted operation, arid within 30 days of
completion or termination of mining on an area under permit, file with the Department a mining
reclamation report on a form prescribed by the Department."
PLEASE PRINT OR TYPE
Name of Mine Fuquay Quarry County Wake Permit Number---92-12
Name of Company/Owner Martin Marietta Aggregates
Official Mailing Address P.O. Box 30013, Raleigh, NC Zip Code 27622
Telephone( 919 ) 787-9504 Check if change of address or telephone
1. (a) If mine is now inactive, when did mining stop? Date
(b) Is this stoppage permanent? Yes No.
2. List by category the total amount of new land affected b_ y mining activities in the 1988 calendar
year and locate each area on your updated mine map.
(A) TAILINGS PONDS: 0.0 acres. (D) MINE EXCAVATION: 0.0 acres.
(B) WASTE PILES: 0.0 acres. (E) PLANT AREA: 0.0 acres.
(C) STOCKPILES: 0,0 acres.
Check here if no acreage affected in 1988.
3. Estimate by category the amount of new acreage to be affected by mining activities in the 1989
calendar year and locate the outline of each area on your updated mine map.
(A) TAILINGS PONDS: 0,0, acres. (D) MINE EXCAVATION: 0.0 acres.
(B) WASTE PILES: 0.0 acres. (E) PLANT AREA: 0.0 acres.
(C) STOCKPILES: 0,0 acres.
Check here if no new acreage is to be affected in 1989.
4. List by category the total amount of disturbed and unreclaimed land present at this site at the end
of the 1988 calendar year.
(A) TAILINGS PONDS: 0,0 .acres. (D) MINE EXCAVATION: 0.0 acres.
(B) WASTE PILES: 0.0 acres. (E) PLANT AREA: 0.0 acres.
(C) STOCKPILES: 0,0 acres.
(CONTINUED ON REVERSE SIDE)
NOTE: THIS IS A RECENTLY PERMITTED SITE - NO ACTIVITY TO DATE.
NOTE: WASTEPILES should include overburden storage/disposal areas and berms.

R
5: List by category the amount of land that has been completely reclaimed in 1988 and is not subject
to : continued use in future mining related activities. Briefly describe the reclamation work
conducted and indicate if you wish to have any of these areas released from your current bonding
requirements. Accurately locate the outline of all such areas on your updated mine map.
(A) TAILINGS PONDS: acres. Explain:
Release Requested: Yes No
(B) WASTE PILES: acres. Explain:
(C) STOCKPILES:
Release Requested: _Yes No _ _
acres. Explain:
Release Requested: Yes No
(D) MINE EXCAVATION: acres. Explain:
quested: Yes No
(E) PLANT AREA: acres. Explain:
Release Requested: Yes No
Check here if no reclamation conducted in 1988.
•Person responsible for reclamation (please print): W. T. Sell rs
Signature of company officer or owner:
Title: Vice President
& General Manager
Date:
•Complete and return by February 1 two copies of this form along with two copies of an updated mine
•map to: _
Land Quality Section _
D-NRCD
P. O. Box 27687
Raleigh, NC 27611-7687
FAILURE TO FILE THIS FORM BY THE DATE SPECIFIED MAY RESULT IN THE ASSESSMENT OF
CIVIL PENALTIES AND COULD EVEN RESULT IN THE REVOCATION OF YOUR MINING PERMIT.

Fuquay
WAKE • COUNTY • N O RT
c♦ear IFICATIONS SFEDtNC SCHEDULE
It h 0) Inche• 3.1
1.
Chisel compacted are...nd epreed lope. t Is.
Shoulders, Side ditches, Slopes (M... . )
deep ever .dv.ue ..lt conditions, if available.
Rlp the entire eyes to al% (6) Inche. depth.
Date
-
Type
Planting
Rate
1.
Rem.ve all lease rock, ,.to and other ob.trvcti.na Icaving
surface reasonably secoth and uniform.
Aug 15
- Nov I
Tall Fescue
300
lb../acre
A.
APP1, .grltultur.l time• fertilizer and .v,.,phoeph.ta
Nov 1 -
Mar 1
Tall Fescue a
300
lbs./acra
unlfeuly and .1, -ith sail (Se. &I-.),
until . w.11-Dulveslxed, (lrm, r...... bly
Abruzzi Nye
25
lbs.
tar ear
S.
Continue title'.
unite re aeedbad I. pnp..ed feu, co .ia inch., do. p.
M.r 1 -
n r 73
p
Tail fescu¢
700
lba
.lac ra
6.
Seal prep.r.d are.. with "-31 Fescue at . rate af,25o the.
of wed par .It..
'Apr 15
- Jun JO
Hulled common 6ermudagrass
25
lbs./acre
7.
Lightly Ater of ask. wed rota ,he top ... tech of ,be
July 1.-
Amg t5
Tall rescue and
120
lbs./sera
'.
prep.ted ...dbed.
Mulch lnmedfauly alter weal.' and anchor mulch (See 'slaw•).
••.growntep millet or
35
lb../acre
9.
In.",, .11 ,ended .ru..nd make n.u.s.ty repefn or
... Sor'hum_Sud.n hyb,id+.
JO
ibe.
Je<i¢
rn.Nings within the Planting ....on- if Pouibi.. It .."
.heuld ba over 60Y darted. reestablish following original
lies, fertlllut and semeling rates.
Slope, (3:1 to 2:1)
to.
Consult Coernatien Inspector on maintenance trestnt and
Her i -
June 1
Series* lespedexa (acaiffed) and
50
Ile
./.Cre
f.„ilis.tlo..(tor permanent cover is establish.d.r
11.
obtain soils tut .i. earth. after Planting and ftrtilixe
(Her 1
- Apr 15)
Add Tell Fescue
120
lbs./acre
.crordingly.
(Mar l
- June 30)
Or Add Weeping lovegrus
10
lb../acre
•
AD,I,: Agricultural Ltes.tena - 2 tone/.ere (I ton./.ere In el.y .oil.)
(Her 1
- June 30)
- Or Add Hulled common bermudagcass
25
lbs./ac,,
r.rtlli.., - 1,000 lb../acre - to-lo-lo
Jun 1
-Sep
... Tall Fescue and
120
lb+.leero
Supsrphos Vhat. - 500 lbs./acre - 202 stellate
••43rowotop millet or
35
lbs./ecro
Mulch - 2 eon./.ere - ame11 train straw
Anchor - Asphalt Imul.fen ! 300 Plions/.ere
•0•5orghuse-Sudan hybrids
JO
lbs./.cre
be only between the foll Ining d.te.:
Sept 1
- Kai I
Sericea lespe6eu (unhulled-
70
lba./acre
HOT,.
Fescue I. to planted
l
ndead)
September 15 - November 15
end .11 Fescue
aTall
50
lbs./cr¢
\
l 15
\ rehruar, 15 - April
(Nov 1
-Her I)
� Abruzzi Rye
25
lbs./ocLO
\
If ...alit 1. ant completed during the .We- daces,
\ be seeded .hall he .t.blll..d with allow
\ I -
I -I \
-
I \�
\ \ � ,
\\ \\ \\ \ / / \\ _
/ .\ \
\ \ \ \ \ \ // //' . \ ' 11
I \ \ I I _ I-
R - 4 0 1 -- CONSTRUCTION ENTRANCE lO
I / \ \ \ ' /1 J ; -. DRIVEWAY CONNECTION WILL
I I DIVERSION DITCH 5 - k--- y� 1 \ I CONFORM TO NCDOT STANDARDS
\ I C-f PI GAL-) / / I y®:- )
\ ` \ i / ''--\ l
\ 1 \ \ \ `\ /' / I
r% I
k.
�icb`:ne/oPSn annual ".I, eye, r.tll ch. /le.el.g •.•Tmporary - Reseed according to opttnum season for desired permanent ASPHALT PAVEMENTI\e�l __ \ /-'I
d.b` ... in .meet. ("Abrvul" Rp ! 110-350 iba./ace) vege[at ion. Do ,Io[ •live temporary Cover [o gyve owe[ l2" in height �\
Zo00' � , C. _ ��T �,
\ \ blfoS•.ea1•Sng• o[h•ttrisa fescue may be shaded out. I \
-_. _.- - -
' ' ) / 1--, \ � � \ / ENTRANCE SIGNS
�� /\. / ( I I - - _ - _ - - - - - - - - \ I - ' / / / ,' \ _ �. \ I y I SEE NOTE I, THIS SHEET
\ \ / I I 1 / ' ' ' - - --- i
/�� \ / I I I I ------t'---- / - -'.
/ / \ \ �, �_, I l \\ I II DIVERSION DITCHES ., DURING ROAD CONSTRUCTION , 1 \ I I
/ \\ y\ \\\ / I I I LINED CHANNELS UPON ROAD COMPLETION "e.) 2- LWA,_T I \ I I\
/ � / _ / 1 -- l - i \
/ I ' ' ❑ O \
I 1 \ \
/ / \ 1 I / I I 0 \
/ ' II I I /' I 1 - .' •Nroeow4s\ n \ ` \
/ �5 �_
I / `) :e �, � 1 1 \\ ,
I
C3�rn,ije w(j p wkw-ro BE ED�-� 1 1 \
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1 _-- /, _
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/ / / I \ 1 / / `- ` - - _ - L i _ ♦ _ - - - /i . '/ I N , 1 I i \ -
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/ \----- // /' • I \\\ I \\� /- `! ` - �/i'/,II; IIIt1II 1 \
/ \\ \ 11, 't j E. BURT' \
/ - '' E. BURT =-- - __;_ _„ ��/ );'1' I I I \ L 7 � \
,/ I /( , ,41� -----\ -1 ___ 11 ---L-------- _-1 , / '/j,, " �_ I , \ \—I, I, . I _� - � I . \ � 1 1
/ . _ - \\l _ ___ _'/1_---=-________-_/ / 1,��/ram t / -\ I
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SR 1123
t
N 0
1 5 1 \1
1152 HOLLY O
SPRINGS
f- -­
­_\_,'...
1115
r'__ �_ s ~
II i'')
\\6
� - I \
S P`r 1112 FUQUAY-r­ -1
VA
BUCKHOR I ,
."'`REEK 1123 t I
f
n2, 1I
/ . 1120 4 L- -
SITE
w.
yQR\fir
AUNTY
SCALE I"=2 MILES
o EDIMENT TRAP // / ' I ' \\ F'�C VICINITY MAP
p /' � \ll --- �� h (TYPICA _-_ �' / , _ J ( / 1 R/ �\
/I 11
FP YARD/ ___ _ _\� \ T- - -_--' / ----' _ ��
f. __ y - ` ' _ - - ', I ( -a= -� `-y _ `I \ \ " A- 1 I , I r , , ,' ✓ / - - - i ' / - - - -.,/-� i I_ - \ \ ` I \ �
\ / --�� `T ' '- - 1�\ \ III I //' -- - � P _ - - 11 I \`\, V \N\ 11'iI' , ' , �,� If , / / // ,/' _- - - -- '/ / /- - �' - - _ - - -- __J•yT_/1-( 1\\ -`\ \\ \ `_�� \---
/ tih r / //_ �`' \ I, I , 1 -.\ 1 1 ' ,' - '' �\�`\\ \\` �, , ' I �' , 11 J / /'/''' //� ---' �� c/" " ///__•- ( �\\ \ \ �
r — ,� y I I / , I ' -_ - - _ \ \ , N`\\ \ \\ '' ` \ _ \mil ', ,' '/�+.� armor __ � // ' _ _ _ - \, \ , ', I l 1 / ,' / / / ' / ' / i ' ' ' .- 2 _ ._ - _ A \ 7 \ \ I .. \ \ �_..
(P I ' II'/ _ - I\,'11, I --- _- ' ,'// --___ \\\\\ `,\ L• ,, 1 / J ' / / /' ti �­_ -
- Q UGE R.GGiG GHI EGK t?�f'7/i 1) 1 \I
y\ / i' i l / _ -_r , 1, - _ / - J'= \\ `, `; �- , ` I'll I / / ' / '( Il -1 /iT 75' OL• B �, 1
1.
P / ` \ , - �. ,I 1 , I --- / .icy -�,. \ ,\\.\ _, ,, \ , , , , , , .-�,, - - _ - '-, \ LEGEND
H`', I I t'11 \\`'` ' ( -\\\I I-\ ._ ', I I , , I / --- '/ t / _ - - . \`` ,\ 1 , \,`,\ — `o, I I I I f 1 / / / / / - - - � ` \\\ _1 1
01 /'I ' `\\\ \\\\\ ___ \\)', I I I / - - -_ - _ - - -- -- , \ \\\` I ) i �' , I ' I `II ) 'I I I 1 1 1 // ' /'/ / - ' - - --- \\ \\ 11 Y,-yt-X--X-X ailLl FL'�G
I \\\ \ \ \ \ 1, ` / - , S ILT EE11 rid ` I,I , 1 / I , I I I 1 I / / . - • \ \ \� Q TErIFIVAo y �LIH' ar( Tiz�S
\ \\ _ , I 1' --- \ \ \ \\ \ 1 1 , ��\� I t l I I I I I I 1 I I e I J \ \
\ \ \ \I / - - / �.- IN , \ \ I 1 I \ 1 I - - \
- / 1 , ' \' , \it ,- I ' ,' I ' c ✓. er 1 - / \ ` i , ` \ \ , A , 1 \ \ � I , I I I I 1 1 ( I _ - - - - - \ I _ .. - - --` r 1 I , / , I / / ' - - - _ _ _ - - _ _ _ \ I \ , \ I\, t'I , \ t \` •- I I ,' , I I� I 1 I i ' ' t, 1 I / 1 , -- \ \ 1� 1 � LIIJED GHWVI'i-IEI- ' •H 14AIUMBF.ZED
��,=------ ' i ; // 2k - - \\. \ \\'\\ \ 11\-1\I`\ ; l,� ' 'i i I I : ; E. BURT ' I I -- ---_ _ i i a�ouarE roe 55Low
,, ', , - - - - - - - " '','' / , ,' , ,' ' ' ,/ ��/Lr�l 1 �`' � , \` ``' , I 't ', ` ' ' i r' I ' I ; I' I ; I ' ; I % ! I `; `i\ - `\ \ \ `I `\ I i >��4 HOz� SEDIMFi4 T�vP t 2
/ Yam\ -- 0
', I r 11 ( \ , 1 , , , \ , '` \ \ , I I I / e (AT GUL✓EIeT iI-'LET9)
I I / I ( I\ PROPOSED ' 1I ' , \'I , :11' I',; , I I I I 1 I I 1 I \\1, \\ \ \ I �,_ tea•! D L\�R-T - 4pEG O
I . ' ` I -, 1 I I I I PRoFDSE GL1
I / , I. \ , 11 I 1 \ \ \ \
\ 1' I FRESH WATER \ i r, I / I I I
\ ' I 'I ,I 1 - \\ POND ' \ `\ , I' ' , `� ` \ 1 I I 'i 1 I I I I \ \\ \- \ \ 1 1'T�2 OLITLET V 1-164 TbN A14D
I ', r / I \ l .� \, ' I I \ ( I ( ( I ` t \ \ \ E2T F-IGl
�I 11 \\ I\ '. \ \, - - \ `) `, I , \ '` \ \, \ 1\ \\ \ ;\\\ \ i l\ \\1\ \ I 11 I \ {\ \\ \\ \ \ \ \\ - - GLILV hIDU IwWK-E
\ \ \ I \ , I \ , , , , , , - - \\, , \ \ \ \ \ , I \ - q% kt'-Ihf W.q 40i,- r e i Co. A,w
\� 1\ \\ , /, .___ -__ -__ ' \)/ I ' \ \\ \ I` ---`'.tII �'l.\\,. ♦ `I \\ I \ \ \ \ \ \ \ \ \\ \\ Tovo. G'r6 oow.o4,.o¢;(meAT.oq
� J - - _ - - - - __ - - - - - \ - ; ' , ' / I I 1 \ ' I ' I�' \ \ U6E axv- GHECK D� Q ) \ \ \ r-�_ -�- - i'IZOR7�ED Gd-rT-oU2
\ \ \ _ _\ I I \ ` , \ \ , I 1 } \ V \ \ \ \ 42
\\ \\ ' ' 1 I - - -- ,' '1 /.J,',' , % /' I ' ; I \\ \\,, ' I i I\\ I i,.�t�,\ ,\ A7 73' O. i :elQ..\ \`.. \ \ 11 I� 72cr.K GHErOK10e%j 2 1I \\ \\ \\\ 1,1 \\\\ �IrE DOJUWC�'t' LINE
, ♦ - \I ; �'' , ' ,', ' / SCRAP METAL 1 ' ' , ' \ . r\ 1 \ 1111 1 I i '\ \ \ \ \ \ \ \ \ \ 1 ` 11111111I111111111 PIT LIM ITS C./,Aw0(Jy F'I+
/ . \ A , I , l_ I 1 I 1 1 \ \ \ dc��
\\ I --- _---; / .- / I �� STOR GE 1 - I\` I I I \ \ I\ \ \ \ \\ \ \ \ \ \ \ \ \
�I\, /. ,, ,'�� ,, / - I _ `\�\� \ \ \ \\ \ \ \ \ \ \ \ \ 1 -j -� (r�(IwePer)ereesIou wuH/DIKE
" ` _ ' I '/ / , ,/ / , / I t\ _ - `\\ JIII , \\ \\ ,, I ' I -' _ .I \ \,`\,; , �.yl\ \ I\\\\\\, , \ \`/ \ \ \\ \I '1 \\ . \ \ I I /1
\ \' ' / ' ' / l \ i \ `' \ 1 1 ,,' \ I �\ \ \ \ \\ \ \ \ \ \ \ \ 1 I AhPH{e1T PA\I�D fLGYa.D
\t \ n '/ / / PERMANENT 1 \--_ , I I I I_ I 111 '' / 11 \\\`\\\\ \ \\ � / \ \\ \\ \ \ I \ 1 \ u / G2U�HIC-D STOWF_ r7w\/ED RED
/ , I I I SEDIMENT ) SEDIMENT --\ I ( fi \' \\\\ \ \ `. \ ` \`\\ \ \ \ \ I I
\ ` f ' I I I '\ \ BASIN i .- / STORAGE - - - \ I III ' / \\t` - \\\ \ \ \ `\ _ \\ \ . \\ \ \ \ \ \\\ / \1 \ I O E CEj°IL IJUHPEK IAJDIG411 D IIJ
( \` t 2.2 ACRES 8 \ +4 ACRES - _ �.IW 10 \ \ \ \ \ \ \
, I \ , , \( \ \ I I I` - 1 I I I 1 / I /I 3\T 95 0. \ . \ \ \ I \ \ \ \ \ \ \ I 1 I �UK•LE'f 1 Y 6 AreY
/ O (CLEAR AS,'• I , ,/ / I-- \\ II \ \ \\ \ )\ 1 I I ® 1zoUC ouT�aPpIHJG
\ �/ EMERGENCY' \ � \ _ - -.' 11 I ,/ / I, / { N\ \ -� I 1 \ ` \, _ \ \ Z
SPILLWAY �� _ .''� \ NECESSARY)\ I 11 / ,/ / / / I ,A. \ I - �� ) I I I I I \ \ \ / I
- - ✓- _� 1 I I \ \
/� - , , �, sr a \
I t / 1 \ I \ ,\/ ♦ _ - . t i - I t \._ - _ _ _ , I 1 1 I I , , I 11 I1 , , / •/ \(11 LuLV [_RI -f _ 10 1 I ]I I I I I \ \\ \—_\`\\\ I // \f I NOTES
" II'\ ! I\�Q�.,C/1\� CLEARIN�LIMITS - - - - '-' � " j ,' , .I I,, I ., ',' '/ w�. . \ / I II' _ � \ \ I
/ / , \ - _ _ _ - - I / DIVERSION DITCH�x7J,: _ - �T\ l/ // //� I \ � \ \ �� \ y
1 ` II•i I >^' — - - ^I --,'•f,1 - _-' '1,' ' 'I 1 t 1 I \ \ '• ,1 ,I) , ./ J`-/ I - = I'Z ) ( „\ � �'f I I 1 �I\ 9Plj' \1.__\ \\\ \ \ I Parking_ provided rill meet requirements of section t-a-28(A)(0)
I \ C\ _ 1_ -//• - - - -_ - ,E „. 5 / ,FUTURE J / /' I \ 11 "/ Y I3 / / / 1\ \ \\ \\ \\ \\ \ \
_- - - - - �I E— OFFICE - ' ' �' / \_- \ I ` \ All flood limit Infermmtlon obtained from the "Na[IOMl Flood
/� \f J\ _ 1(. �= - F ��e• • e\ _ \,�sr<c!_ \ v I/ //. // I \\ \\ \ '� '� \\ �� -// ` \ 1 Ia NorProth
Car Flood nincorBO pY and Pareas), KapComm Wake
1 I f( -'I rl �� �� ,/ `IU�I __�_ \ 1 ( 1 -\ \\ \ \-._-� I \\ ` \ County,I\ Number 370368 02501-A- (unincorporated cress), Coo4nl tY Panel
i1 - _ V
- �� _ \ \ \ I. \ \ \
I ( / -,-- -' / II �•rry ' v \ \ \ �-/'�'��'� \ � \ \ L. No permanent construction can occur rltnln Duffer yard with
/ / ) r ' / _ _ _ /' 5 ACRES (_ULNTt+*r/O / \ \ \ \\\\ \ \. 4 - - �(��\l \•,�"%~; -I � \�'- \ ----,--/- \ 5. Nonwooded areas within the Wake County 50' Buffer Yard shall
\ " I I ear _//-, STOCKPILE \ I UhE ZerK 41Efic pad }6 I I \ - \ ti I De unmor<d and encouraged to revert to native vegetatton.
• _ _ - , ( AREA - - \ v�T 51 GtG. _ \ \ \ \ 1 Addlttonally, to meet the Intermittent visual obstruction re-
\\ \ , 1 t I / / Q - r i _ ` 1 •• \ .�.� / I � _ - - - _ ` - \ ` qulrerelt, Gu ressoa aril le landll will be planted at the
I - - �` \\ \7,/, / \ = - I I ` \ , \ `-I \ \ \ � rate or 3 t -pl. p aaaa per tnear feat of nonvooded
` 1 I I r ,: r ' - ' ' ' I 1 ), ` \ \ \ \\ \ / \ - - - - - - \ \ N. I. \ \ \ \ buffer. CID�rorlmata ultimate eight . 5o r<•e)
\ \ \ I ,' �/r•- F--SEE NOTE 5 �' 17 , \ \\ \\ ' _ ---- _ \ \ \
\ \ \ \ , I I / Q , I / / I \ \\ W ELE - \ \ \ \ \ \ 6. Lined Channels along the entrance road will be unlined and
\ ` , , I 1 1 I _ - '�'''' ��D I \ ,` ��� 3846 ��. _-=- \ \ ` I n<C as Diversion ditches during construction, then be reshaped
(♦` \ ` t \ I, 1 I 1 I I I 'r4 \- J O I I \ \ ` ` N \ % W E . - -iY:_> - \ \ I I l \
EXISTING \ / and lined as .novas to details A and As as road construction
\ •.I \ 1 I / , \. / I 2 .I \ \\ .. 386./ - / - \ I / / / is completed.
\ \ \ \\ \' t' 1 I ' ' ' % ' II '/'' l _ `- \\ \� a\ '� ,\ \\\\\ \. \\ FARM POND �. ��i�—_-1`�'/i—�_i— \
a'V \ \` \ , 1 I I ' i' I ,' '' , , \ \ I ! \\ \ \\\\ \ �/ - ' \ ( / J - 7, Two below 'lade cattle croasinp w111 De located to conform
v \t-, 1 I :I ' I j. /^N - (- - e \ \ \- `\\ \' \\ \ / �i� _----�i /' _ I / / wlth.topograpby and continuing farm operation.
\G�� 1 I \ \, I 11 I 1 lv \ t \ \\- \ ' \ ._/ i 1�/ / 1 / /
I I v i , 1, 11 i I ' I L � ' Iq _ Inspection I 100 YR. ', 1,V \ \ \ ` \ \ \ I OY \J S \ \ \ \ \ / / //- / ' / temporary sediment traps and
N \ \ 8 Ins art n end mains shall of to
\ I I I I \ \ \\ 4 AREA- _ - wAKE COUNTY \ \\\\ � � // / - /// - %/ -' -/ J % temporary diversions .ball take place monthly and after each
' \ , /` ' ` \ Q \ \ ralmtall even[. Accumulated sediments and debris anau be
FLOOD I \ \ \ ' I r TYPE A CREENING: \ -( \ � removed and any necessary atone replacement made at these
LIMIT I ( I)) \ \ ` \ R - 11 �' \ \ \ \ \ I I I - - ! / / times. Structures shall be reshaped as necessary to maintain
S
I ----- -
\ / \ ' _ - - - _ - / , W . \ \ \ / ` -- - - / tb• de318n volume, Grohs-aectione and slope.
EXISTING TOPOGRAPHY \ \
\' i i )' / / I 'I �\ �- � --- __\-------- - - ',i 1 1 1tL LL FULFILLS OPACITY \ \ \� \ \ \ i � -- ---'- �/ S
/X . ;' I I I111 l I - - `'- ---------__ - �� `REQUIR'_MENT \ \ \ \ \.I / ' //i \\
\ (\ \ I / I 1 I I ` \I 1 \ \ - � -__._ , / / I '. \\ ,Ian \ \ \ \ \ / l\ / /- \�
' 1 r, / SUPPLEMENTAL PLANTING \ \ /
`\ \ I' /. I / \ ` ` I - _ _ I/ .I , N. - _ �o WILL BE DONE TO I � \) i /
I I i / t I SETTLING POND FO a - - - _ - - _ - \ • \ \
\ \ Z' ' \ PROVIDE INTERMITTENT \ \ J //� `I\
\\ I � II I i I (� SURGE PILE AND - _ - - ` ` \ - VISUAL OBSTRUCTIONS \ \ � /I E. BURT / \
I 1 I 1 \I PRIMARY CRUSHER . Muni Is 1�1+11 1111 11114un11111 N In IC I_ - SEE iNOTE 5 \ \ � ( / `\
00 YR. \N.
i ` 5 \ \\ /INLET - 5 % -SEDIMENT TRAP - \ \ o \
FLOOD I \\ \ \ 1 ---- I I PIPE .(TYPICAL)I 7 \ - - - - -- --?'' \\ \ If /___9z II o ,
LIM11
IT o z/s ,; 1' , I ------ -i SEE NOTE 5 (1- �� s
N � � I) I, I ; ' ± 8.5 ACRES--_ - --__-_ I\ . \ \-- (�
N IO PIT - 7
\"`'1CLARIFICATI \ __ v� " { '\ g�^.Zro�so°E ' (040.001 ' e -. \ \ I
\ a
.1�------ -- \ , - - , I \ _ _ --
- \\ ',�� `\`;,"`'POND` \I,`„ ,\. L \INITIAL PIT 0_PEN NG` ;_-\�'T\\\ -�� i —, I / / I' A
\ \ ` \I � -, _•--- 11% \ \ /,,r, \i \ _ - \\\ , � \ A 1 1 Il elul11mill �muni y .. I 4165 17
--- - /' 1 \\\ --�� './\ 0- _ _ I__ I EXISTING /// /i 0
\ \ \ I I\I \I / */ / - _ - - - - - - - `\� \ . \ . '.- 16 - �- - _4 �=s © L- E- P- (— t- d- S' ( -- -, - - _ - \ /
/ II I�n"alk gin ill Hingn11 1 �IIIIIIdp111R , \ i,,, \ \ t FARM POND ' D
\ I I , / / / ( - - - _ ` �•(•- - _ � \ l - . ' - � � - - - \ ^ \_\ _ , -_ - s � \ \ - \ 5011 �,/
\\ I N II / // / / I I 1/- Y-.-\``\\ / ,'. - ^�'. --: _-i_. --�._` - ``__-- -,is \ `,( \ _ -\I+_+ a /-,.. _/�
\ 1 � ' I I / / / / / I I I/' - `\ I,ti \\`` ``\\ 4 ( I , i-\ ---% --_-. j_ .i—�_ \, \ \� _�[�- I � /"( / /
'I _ / J ) I / Il I / / / 1 1 ' ,-- ,'�^-\ - - ` ,\ \ `` \ I 1 1 1 ,' ! !j - ` _ _ - --I-y-'\_� - - - _ - \\ _ _ _�<}1 �, (' rI I
N.
If %///iis \J e' ,\ `\\\\\;,I; ` ' I II I I' I I - �--I�.S I-•3�IaA-S J-/ _ \�\� -- -`- ., I.L. a J/ I
FT TUTOR -- - \ , ' 1 I Y - ___---- -- - - - - - - __
It I
I `/ y \ I I / r I,
'1 f 1 I� .I �i _
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\ \ \ _ _\ I I \ ` , \ \ , I 1 } \ V \ \ \ \ 42
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, ♦ - \I ; �'' , ' ,', ' / SCRAP METAL 1 ' ' , ' \ . r\ 1 \ 1111 1 I i '\ \ \ \ \ \ \ \ \ \ 1 ` 11111111I111111111 PIT LIM ITS C./,Aw0(Jy F'I+
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" ` _ ' I '/ / , ,/ / , / I t\ _ - `\\ JIII , \\ \\ ,, I ' I -' _ .I \ \,`\,; , �.yl\ \ I\\\\\\, , \ \`/ \ \ \\ \I '1 \\ . \ \ I I /1
\ \' ' / ' ' / l \ i \ `' \ 1 1 ,,' \ I �\ \ \ \ \\ \ \ \ \ \ \ \ 1 I AhPH{e1T PA\I�D fLGYa.D
\t \ n '/ / / PERMANENT 1 \--_ , I I I I_ I 111 '' / 11 \\\`\\\\ \ \\ � / \ \\ \\ \ \ I \ 1 \ u / G2U�HIC-D STOWF_ r7w\/ED RED
/ , I I I SEDIMENT ) SEDIMENT --\ I ( fi \' \\\\ \ \ `. \ ` \`\\ \ \ \ \ I I
\ ` f ' I I I '\ \ BASIN i .- / STORAGE - - - \ I III ' / \\t` - \\\ \ \ \ `\ _ \\ \ . \\ \ \ \ \ \\\ / \1 \ I O E CEj°IL IJUHPEK IAJDIG411 D IIJ
( \` t 2.2 ACRES 8 \ +4 ACRES - _ �.IW 10 \ \ \ \ \ \ \
, I \ , , \( \ \ I I I` - 1 I I I 1 / I /I 3\T 95 0. \ . \ \ \ I \ \ \ \ \ \ \ I 1 I �UK•LE'f 1 Y 6 AreY
/ O (CLEAR AS,'• I , ,/ / I-- \\ II \ \ \\ \ )\ 1 I I ® 1zoUC ouT�aPpIHJG
\ �/ EMERGENCY' \ � \ _ - -.' 11 I ,/ / I, / { N\ \ -� I 1 \ ` \, _ \ \ Z
SPILLWAY �� _ .''� \ NECESSARY)\ I 11 / ,/ / / / I ,A. \ I - �� ) I I I I I \ \ \ / I
- - ✓- _� 1 I I \ \
/� - , , �, sr a \
I t / 1 \ I \ ,\/ ♦ _ - . t i - I t \._ - _ _ _ , I 1 1 I I , , I 11 I1 , , / •/ \(11 LuLV [_RI -f _ 10 1 I ]I I I I I \ \\ \—_\`\\\ I // \f I NOTES
" II'\ ! I\�Q�.,C/1\� CLEARIN�LIMITS - - - - '-' � " j ,' , .I I,, I ., ',' '/ w�. . \ / I II' _ � \ \ I
/ / , \ - _ _ _ - - I / DIVERSION DITCH�x7J,: _ - �T\ l/ // //� I \ � \ \ �� \ y
1 ` II•i I >^' — - - ^I --,'•f,1 - _-' '1,' ' 'I 1 t 1 I \ \ '• ,1 ,I) , ./ J`-/ I - = I'Z ) ( „\ � �'f I I 1 �I\ 9Plj' \1.__\ \\\ \ \ I Parking_ provided rill meet requirements of section t-a-28(A)(0)
I \ C\ _ 1_ -//• - - - -_ - ,E „. 5 / ,FUTURE J / /' I \ 11 "/ Y I3 / / / 1\ \ \\ \\ \\ \\ \ \
_- - - - - �I E— OFFICE - ' ' �' / \_- \ I ` \ All flood limit Infermmtlon obtained from the "Na[IOMl Flood
/� \f J\ _ 1(. �= - F ��e• • e\ _ \,�sr<c!_ \ v I/ //. // I \\ \\ \ '� '� \\ �� -// ` \ 1 Ia NorProth
Car Flood nincorBO pY and Pareas), KapComm Wake
1 I f( -'I rl �� �� ,/ `IU�I __�_ \ 1 ( 1 -\ \\ \ \-._-� I \\ ` \ County,I\ Number 370368 02501-A- (unincorporated cress), Coo4nl tY Panel
i1 - _ V
- �� _ \ \ \ I. \ \ \
I ( / -,-- -' / II �•rry ' v \ \ \ �-/'�'��'� \ � \ \ L. No permanent construction can occur rltnln Duffer yard with
/ / ) r ' / _ _ _ /' 5 ACRES (_ULNTt+*r/O / \ \ \ \\\\ \ \. 4 - - �(��\l \•,�"%~; -I � \�'- \ ----,--/- \ 5. Nonwooded areas within the Wake County 50' Buffer Yard shall
\ " I I ear _//-, STOCKPILE \ I UhE ZerK 41Efic pad }6 I I \ - \ ti I De unmor<d and encouraged to revert to native vegetatton.
• _ _ - , ( AREA - - \ v�T 51 GtG. _ \ \ \ \ 1 Addlttonally, to meet the Intermittent visual obstruction re-
\\ \ , 1 t I / / Q - r i _ ` 1 •• \ .�.� / I � _ - - - _ ` - \ ` qulrerelt, Gu ressoa aril le landll will be planted at the
I - - �` \\ \7,/, / \ = - I I ` \ , \ `-I \ \ \ � rate or 3 t -pl. p aaaa per tnear feat of nonvooded
` 1 I I r ,: r ' - ' ' ' I 1 ), ` \ \ \ \\ \ / \ - - - - - - \ \ N. I. \ \ \ \ buffer. CID�rorlmata ultimate eight . 5o r<•e)
\ \ \ I ,' �/r•- F--SEE NOTE 5 �' 17 , \ \\ \\ ' _ ---- _ \ \ \
\ \ \ \ , I I / Q , I / / I \ \\ W ELE - \ \ \ \ \ \ 6. Lined Channels along the entrance road will be unlined and
\ ` , , I 1 1 I _ - '�'''' ��D I \ ,` ��� 3846 ��. _-=- \ \ ` I n<C as Diversion ditches during construction, then be reshaped
(♦` \ ` t \ I, 1 I 1 I I I 'r4 \- J O I I \ \ ` ` N \ % W E . - -iY:_> - \ \ I I l \
EXISTING \ / and lined as .novas to details A and As as road construction
\ •.I \ 1 I / , \. / I 2 .I \ \\ .. 386./ - / - \ I / / / is completed.
\ \ \ \\ \' t' 1 I ' ' ' % ' II '/'' l _ `- \\ \� a\ '� ,\ \\\\\ \. \\ FARM POND �. ��i�—_-1`�'/i—�_i— \
a'V \ \` \ , 1 I I ' i' I ,' '' , , \ \ I ! \\ \ \\\\ \ �/ - ' \ ( / J - 7, Two below 'lade cattle croasinp w111 De located to conform
v \t-, 1 I :I ' I j. /^N - (- - e \ \ \- `\\ \' \\ \ / �i� _----�i /' _ I / / wlth.topograpby and continuing farm operation.
\G�� 1 I \ \, I 11 I 1 lv \ t \ \\- \ ' \ ._/ i 1�/ / 1 / /
I I v i , 1, 11 i I ' I L � ' Iq _ Inspection I 100 YR. ', 1,V \ \ \ ` \ \ \ I OY \J S \ \ \ \ \ / / //- / ' / temporary sediment traps and
N \ \ 8 Ins art n end mains shall of to
\ I I I I \ \ \\ 4 AREA- _ - wAKE COUNTY \ \\\\ � � // / - /// - %/ -' -/ J % temporary diversions .ball take place monthly and after each
' \ , /` ' ` \ Q \ \ ralmtall even[. Accumulated sediments and debris anau be
FLOOD I \ \ \ ' I r TYPE A CREENING: \ -( \ � removed and any necessary atone replacement made at these
LIMIT I ( I)) \ \ ` \ R - 11 �' \ \ \ \ \ I I I - - ! / / times. Structures shall be reshaped as necessary to maintain
S
I ----- -
\ / \ ' _ - - - _ - / , W . \ \ \ / ` -- - - / tb• de318n volume, Grohs-aectione and slope.
EXISTING TOPOGRAPHY \ \
\' i i )' / / I 'I �\ �- � --- __\-------- - - ',i 1 1 1tL LL FULFILLS OPACITY \ \ \� \ \ \ i � -- ---'- �/ S
/X . ;' I I I111 l I - - `'- ---------__ - �� `REQUIR'_MENT \ \ \ \ \.I / ' //i \\
\ (\ \ I / I 1 I I ` \I 1 \ \ - � -__._ , / / I '. \\ ,Ian \ \ \ \ \ / l\ / /- \�
' 1 r, / SUPPLEMENTAL PLANTING \ \ /
`\ \ I' /. I / \ ` ` I - _ _ I/ .I , N. - _ �o WILL BE DONE TO I � \) i /
I I i / t I SETTLING POND FO a - - - _ - - _ - \ • \ \
\ \ Z' ' \ PROVIDE INTERMITTENT \ \ J //� `I\
\\ I � II I i I (� SURGE PILE AND - _ - - ` ` \ - VISUAL OBSTRUCTIONS \ \ � /I E. BURT / \
I 1 I 1 \I PRIMARY CRUSHER . Muni Is 1�1+11 1111 11114un11111 N In IC I_ - SEE iNOTE 5 \ \ � ( / `\
00 YR. \N.
i ` 5 \ \\ /INLET - 5 % -SEDIMENT TRAP - \ \ o \
FLOOD I \\ \ \ 1 ---- I I PIPE .(TYPICAL)I 7 \ - - - - -- --?'' \\ \ If /___9z II o ,
LIM11
IT o z/s ,; 1' , I ------ -i SEE NOTE 5 (1- �� s
N � � I) I, I ; ' ± 8.5 ACRES--_ - --__-_ I\ . \ \-- (�
N IO PIT - 7
\"`'1CLARIFICATI \ __ v� " { '\ g�^.Zro�so°E ' (040.001 ' e -. \ \ I
\ a
.1�------ -- \ , - - , I \ _ _ --
- \\ ',�� `\`;,"`'POND` \I,`„ ,\. L \INITIAL PIT 0_PEN NG` ;_-\�'T\\\ -�� i —, I / / I' A
\ \ ` \I � -, _•--- 11% \ \ /,,r, \i \ _ - \\\ , � \ A 1 1 Il elul11mill �muni y .. I 4165 17
--- - /' 1 \\\ --�� './\ 0- _ _ I__ I EXISTING /// /i 0
\ \ \ I I\I \I / */ / - _ - - - - - - - `\� \ . \ . '.- 16 - �- - _4 �=s © L- E- P- (— t- d- S' ( -- -, - - _ - \ /
/ II I�n"alk gin ill Hingn11 1 �IIIIIIdp111R , \ i,,, \ \ t FARM POND ' D
\ I I , / / / ( - - - _ ` �•(•- - _ � \ l - . ' - � � - - - \ ^ \_\ _ , -_ - s � \ \ - \ 5011 �,/
\\ I N II / // / / I I 1/- Y-.-\``\\ / ,'. - ^�'. --: _-i_. --�._` - ``__-- -,is \ `,( \ _ -\I+_+ a /-,.. _/�
\ 1 � ' I I / / / / / I I I/' - `\ I,ti \\`` ``\\ 4 ( I , i-\ ---% --_-. j_ .i—�_ \, \ \� _�[�- I � /"( / /
'I _ / J ) I / Il I / / / 1 1 ' ,-- ,'�^-\ - - ` ,\ \ `` \ I 1 1 1 ,' ! !j - ` _ _ - --I-y-'\_� - - - _ - \\ _ _ _�<}1 �, (' rI I
N.
If %///iis \J e' ,\ `\\\\\;,I; ` ' I II I I' I I - �--I�.S I-•3�IaA-S J-/ _ \�\� -- -`- ., I.L. a J/ I
FT TUTOR -- - \ , ' 1 I Y - ___---- -- - - - - - - __
It I
I `/ y \ I I / r I,
'1 f 1 I� .I �i _
I I / // /i- _\\ `J I I' /' ' ' 1 ' 1\1I11, 1\' ' ' ,' , I\ II j\D /// - _ ' _ - 'J"�' -400 -'
I / / 1 �j9 \ ` , I / / I I II I I k,, I I\\, , 1 1 ' _ l '
I 'C—\ / / / \ ! I / // �__ f I Mitt,\, ', I, r , , \ = I "i ='f _ SEE NOTE 5
\ / `\i ; III \', \ r,'' _ \,(PROJECTED) 10_YR- PIT EXPANSION = _ I a
/ - _ _ \' , Ul
,_ \ \ I I minll g lis(/l11 1 1111 lIIIIIn�I III�IIIgI II ll�lii
`\ ; I /-_-_--'' ,/ / I I I I rl';` \ \ \.\ �( \ ,11 I � \ / 1 5L,
/ . - \
\\ \ \ I L // __ - �� I \ ,\ I 1 , III 1 I, I _ ..a j/\\ ``\ ` %_�\ \ / \\ \ \ `\, \,
\ I I I )-. I / /ice- ---- I \t\ , \ \\III,\\1\ - ,1 "ran\\V` . \,II_ `� \�` ' ' Z�
\ 111 I to: / 1 - - - -- . - I, __ \ '` �y`I,,. - ---PIT EXPANSION AREA _ -1
I r I LLUJIl I , \`\I\\\___ -. I \\ y%id \'\ f} - I , \
I �l ti \ \ \ I --�-'\ , I I \--'---- '_ , 1 �'_� BURT
%
I , - I , I I I 1 J \ \ - _---__ _ \ , \ - - , i{ \ Yi 3e5; ? -9,11— —
J ( / /' \ `I I I r r 1 1 \ B / nnl-n/1111114� _ \` _. I \ \ \\ - k \
I /) ,I' ' // ` , I I I I J I ' \ , \ _ - I,,I\, '~\ \ '/ -I\\ \ \` --r.r
/ / j i / I1/I/ l' / ,' Y\ I 1 ! I I , It I II II 4\ I \ ` --\j'' / .. „♦ \ , \ ,,,,, )(f\�.\ ` t _ \` \ - -(- . I. \ \\
/ ,' l 1' ' i \ - _ _ .- / i.�►� 't;' OF R\ O'g, - .^�`c� - \ man l
I` \\\ I I ,'/ /'I"''I '/I / / t, --�S\� , ( -- t 'a-y \`l � 11< - _ �\i I; I� \\ J. C. ADCOCK
N. \� I �' r / / /, I , / \r \ I 1 _ � � .1i! - - 'I r f'. - \ I L - - \ \ /i'I I I S \
\\ _ '\ ' ' ' J / �' ' ' "' � ' \ - - - - - - � `I I I I \ ` \ 1 \ \\` ♦ I' I'03 \ \ _ •3ii ' � \
/ \
/ I �/' / I I I 1 I / , - , y, .� - \ \\ ` - - - `, , , r ,' J \ \ ,\ ' - \ I 3 \
N. \ 1 r Ir,,, ,/ I e 4'' \\\\\a,--_-�_-` -\ ,rl I ' \Yes \ ^I�t, wy �\\\__ '� ' \
\ \ ; 1'' /�_� , I 1 , I 1 , , . I ' `\ \ \\ 1 - - - , ` ' I ,' / I ` \ I - S-`9 \ ' I l 1 O
\ _ \ / \ 1 I 1 1 I r / /_ �p- - ` \\, \I, _ �\ ,I, l r , , I h \� 2. Hpp�•,'' k\ I I r \ \I- \
\ I I \ I ) 1 , I I I' 1 1 -'\� \ \ `I`I ,/// _ . \\ ', I/ I' / ,_ I / �� ♦ �T/ l-( , I \ I i`\ . -i7s
\\\ `I \ L- S I 1 1I liiI I l`t\ '/' - '11 PI'/ --- '' �\\�,`,'/ ,I' , T�\ 1 , Iv, I\ �� \\
. \ I `\ \ ' t \ I \ OO - \\ / ,' _ `` I `11. / , I 1 I ,__` `\\n\ I / / ( \\j- III / .
I I,` I , , I+I , , 1 I I I ' 1,\w II J/?T nary \\ 7
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' - -� 62 V. ,r/11' I ' I I IW =I I '
I / \- r / II _ - 1L / S
III I' /' D.R. STEPHENS ���\ \ \ ( ;' `^^ d) ; / Q/T \
-- I� p-\
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v , r\HAI IPI SFOi\ON MINE M A P
``
200 0 200
100 100 300
SCALE I = 200
5 CONTOUR INTERVAL (WITHIN PROPERTY
LINES AND AROUND ENTRANCE ROAD)
Sediment and Erosion Control Plan
- - - I II�j%` \ ` \\ l ' I, 1\\` ,' II I` \ �1'`AFi Sc Date /2 J,#AjuA2\( /Mt3
/ I •LJ , 1 I I , ()\ \ \ \ I I ; J y I� ,4 Fern 1988onrr tlsTewa.N9 l,wo •yea
I 11 N. lI I I I Q ` I I � I \\ / \ , II II i I \ '\- l 3 - _ 13�P5 3l / Z iAce G)LT ImV C.-
\ \ 7 I \ \ .1 =7
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/ - ` �
v , - - ' I I I L /� ! '', rLK V� 'c
I A \V I / ,AA``
'� "` MARTIN MARIETTA
V vlye, V A. -VA i I I I -.1 / l I // i' 't -
\ \ I/1/A L , I 1 I 1, ,
1 ^YYes` I I / (1
\ - \`` \\` `\\ \\\ Cp(f I 11 I I I I / / / /I / - l (( _
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LITTLE � LITTLE
LANDSCAPE AXCMI TECTUXEIPL.NNIND
PO. BOX III8eALEICM.N0XTMCp20U ie I26dl
919,921. 5"I
H
AGGREGATES
carry
•CAROL I NA

o y: pruigs'' conrsic�ers su' g over quarr!yY
Iv
L 9!j
a a' '1: i air tea, ,`"1'X 4 . `➢.
yx �tf� -
xHOLLY SPRINGS aHolly� from tfierWake Cogntg Bo"ard of petitor, Nello L.'Teer,.Go` of?
Springs officials are considering Comm ssioners to open?ttie,guarry Durham. 1�
taking legate action over a pro= about'3ik-`miles outside Fuquay . "-•Teer was deniedtpermisAno to i
posed rock quarry they say might ,Vari�na..The site is also, close'to build a quazry abouta_ mile�away
enda1.ngei their streets. Ho117ftrmgs a. southwestern from Martin Maricdasisite'at.ihe F
They're concerned, about trucks Wake,town of aboufv700 people. same time, Martin Marietta's re-
from the quarry traveling Avent The Holly Springs Board of quest was approved. , Teer has,
Ferry Road through town to reach Commissioners authorized Ste- filed a petition in Wake Superior :j —
'N.C.�55, which is the town's Main phens last week to find the best Court asking thecw&to review :.q
Street That route includes a blind way to express its concern. lie the commissioners' decision. Ste-' _
intersection, Town Attorney Jim •.:said he was investigating whether L' phens said the town might become
IrStephens said. the town could file a lawsuit of its' a party to that petition or a file a j
Martin Marietta Aggregates of, own or should instead join action friend of life brief to the',
in Marietta's
'Raleigh got permission last month taken by Martcoin- petition.

7",
a
State of North Carolina
Department of Natural Resources and Community Development
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor July 17, 1987 Stephen G. Conrad
S. Thomas Rhodes, Secretary Director
Mr. Horace Willson
Manager - Environmental Services
Martin Marietta Aggregates
P. 0. Box 30013
Raleigh, North Carolina 27622-0013
RE: Fuquay Quarry
Wake County
Dear Mr. Willson:
The application for a mining permit for Fuquay Quarry in Wake County has
been found to meet the requirements of G.S. 74-51 of The Mining Act of 1971.
As we have received the required Blanket Bond to cover this application, I am
enclosing the mining permit.
The conditions of the mining permit were based primarily upon information
supplied in the application with conditions added as necessary to insure
compliance with The Mining Act of 1971. G. S. 74-65 states that the issuance
of a mining permit does not supercede local zoning regulations. The
responsibility of compliance with the applicable zoning regulations lies with
you.
Please review the permit and notify this office of any objection or
question concerning the terms of the permit.
Sincerely,
... AOE. Carroll, P.G4
Mining Specialist
Land Quality Section
TEC/cft
Enclosure
cc: Mr. John Holley
1':0 lim 27687, Raleigh, North Carolina 27611.7687 'Icicphonc 919 733-3833

DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
P E R M I T
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 Regulation 15 NCAC
5 B, and other applicable laws, rules and regulations
Permission is hereby granted to:
Martin Marietta Aggregates
Fuquay Quarry
Wake County - Permit No. 92-12
for the operation of a
Crushed -,Stone Quarry
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.

Page. [ 01 lu
In accordance with the application for this mining permit, which is hereby
approved by the Department of Natural. Resources and Community Development,
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.
Conditions
The permitted mining operation shall not violate standards of air quality,
surface water quality, or ground water quality promulgated by the Environmental
VManagement Commission.
This permit shall be effective from the date of its issuance until July 17, 1997
and 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:

Page 3 of 10
OPERATING CONDITIONS:
1. Wastewater and Quarry Dewatering
Any wastewater processing or mine dewatering shall be in accordance with
the requirements and regulations promulgated by the Water Quality Section,
Division of Environmental. Management.
2. Air Quality and Dust Control
AAny mining related process producing air contamination emissions including
fugitive dust shall be subject to the permit limitations and monitoring
requirements contained in the Air Quality Permit No. 6065 and any other
requirements and/or regulations promulgated by the Division of
Environmental Management.
/qV ` e, w+N e-
The access (plant entrance) road shall be paved westward from its junction
with SR 1119/f.or=a=minimum-distance-of-1700-fbet. During quarry operation,
water trucksorother means that may be necessary shall be utilized to
prevent dust from leaving the permitted area. .
3. Buffer Zones
A, Sufficient buffer shall be maintained between any affected land and any
adjoining waterway to prevent sedimentation of that waterway from erosion
of the affected land and to preserve the integrity of the natural
watercourse.
�• Sufficient buffer shall be maintained between any excavation and any
adjoining property line to prevent caving of that property and to allow
grading of the side slopes to the required angle. No mining related
activity shall be conducted within 50 feet of any adjoining property line.
Erosion and Sediment Control
Adequate mechanical barriers including but not limited to diversions,
earthen dikes, brush barriers, 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
adjacentsurface areas or into any .lake or natural watercourse in proximity
to the affected land.
The Sediment and Erosion ,Control Plan dated February 10, 1987 and revised
April 5, 1987�sha11 be followed. An erosion and sediment control pl.an(s)
c� shall be submitted to the Department for approval prior to any land
disturbing activities not indicated on the revised erosion control plan or
u7_U� mine maps submitted with the approved application for a mining permit.
d e Such areas include, but are not limited to, expansion outside of the
a initial pit area (± 8.5 acres), creek crossings, or expansion of overburden
N disposal areas.
) p.A suitable rip -rap dissipator shall be provided at the pipe outlet from the
� pit clarification pond. The receiving channel shall be armored for a
minimum distance of six (6) feet.
y

Page 4 of 10
5. Groundwater Protection
Groundwater observation wells shall be installed 30 days prior to
initiating any excavations of consolidated material (rock) in the initial
pit area to allow for the determination of pre-existing (static)
groundwater levels.
3'
The observation wells shall be drilled wells cased into consolidated rock
and grouted to the surface. The borehole shall be extended to the first
water bearing zone in the consolidated rock. The wells shall be secured
against unauthorized entry with a lockable cap. The depth, exact location,
and number of wells shall be as recommended by the Groundwater and Land
Quality Sections, Department of Natural Resources and Community
Development. `t'G.e, ve.ecsS" (ad.;+.ems. t"tl(5 SGaIt &
y P, e Ci aw 4wo �w �ca� b �0-. 41
The observation wells shall be monitored once-pc-r-we7k at the same day and
approximate time of day forts#3e��(6� consecutive months following the Me,d, 4 '' 4kn
installation of the wells. The static water levels shall berre�ced to
a datum point and a record of the water levels maintained. The weekly
precipitation and the volume of pit water discharge shall also be recorded. l
Copies of these records shall be provided to the Department on or about the
end of month. Static water level monitoring frequency may be increased or
decreased following the initial s-c= month period as deemed appropriate
by the Department. fzie%Lz�
r
6.
Graded Slopes and Fills
AThe
angle for graded slopes and fills shall be no greater than the angle
s
o
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 offsite damage because
+
of siltation, shall be planted or otherwise provided with groundcover,
devices or structures sufficient to restrain such erosion.
v
s
f
Overburden cut slopes along the perimeter of the pit shall be graded to a
minimum 2 horizontal to 1 vertical and shall be stabilized within 30 days
of completion.
7. Surface Drainage
The affected land shall bei.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.

Page 5 of 10
8. Blasting
The following blasting conditions shall be observed by the operator to
prevent hazard to persons and adjacent property from thrown rock or
vibrations:
A. In all blasting operations, except as hereinafter otherwise provided,
the maximum peak particle velocity of any component of ground motion
shall not exceed 1 inch per second at the immediate location of any
building regularly occupied by human beings such as dwelling house,
church, school, public building, or commercial or institutional
building. The operator shall monitor each blast during the first one
(1) year period with a seismograph.
B. Airblast overpressure shall not exceed 128 decibels linear (dBL) as
measured at the immediate location of any regularly occupied building
such as any dwelling house, church, school, public building, or
commercial or institutional building.
C. The operator shall take all reasonable precautions to insure that
flyrock is not thrown beyond areas where the access is temporarily or
permanently guarded by the operator. Should flyrock occur beyond the
guarded area, the operator shall report the incident to the Department
immediately and further use of explosive at the site shall be
immediately suspended until the following actions have been taken:
1. A thorough investigation as to the cause(s) of the incident shall
be conducted.
2. A satisfactory report detailing the investigation shall be
provided to the Department within 10 days of the incident. Said
report shall, at a minimum, document the cause(s) of the flyrock
incident along with technical and management actions that will be
taken to prevent further flyrock incidents.
The report shall meet with the approval of the Department before
blasting may resume at the site. Failure to take corrective measures
to prevent flyrock and repeated instances of flyrock shall be
considered a violation of this.permit.
:,:.
D. The operator shall maintain records on each individual blast
describing: the total number of holes; pattern of holes and delay of
intervals; depth and size of holes; type and total pounds of
explosives; maximum pounds per delay interval; amount of stemming and
burden for each hole; and blast location. Records shall be maintained
at the permittee's mine office and copies shall be provided to the
Department upon request.
E. The operator shall, when requested by the Department, give 24 hour
advance notice to the Land Quality Section prior to any blast during a
period for which notice is requested.

Page 6 of 10
9. High Wall Barrier
A physical barrier consisting of a fence or boulder barriers, etc., shall
be maintained at all times around the perimeter of any highwall.
10. Visual Screening
Existing trees that are outside of the clearing and grading limits as
indicated on the revised site plan dated April 5, 1987 shall be left uncut.
Berms shall be contructed as needed to provide additional visual screening
and noise barriers should the Department find that such structures are
warranted.
11. Plan Modification
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 applications for a
mining permit. Approval to implement such changes must be obtained from
the Department prior to on -site implementation of the revisions.
12.. Refuse Disposal
No on -site disposal of refuse or other solid waste that are 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 the Department of Human Resources, Division of
Health Services and the Department of Natural Resources, Land Quality
Section. The method of disposal shall be consistent with the approved
reclamation plan.
On -site disposal of refuse generated on -site and directly associated with
the mining activity is a permissable activity provided that the operator
notify the Land Quality Section in writing of his desire to do so.
Disposal of refuse shall be consistent with the approved reclamation plan.
13. Annual Reclamation Report
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.
14. Bonding
The security which was posted pursuant to N.C.G.S. 74-54 in the form of a
$25,000.00 Blanket Bond is sufficient to cover the operation as indicated
on 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.
14. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant
archaeological resources.

Page 7 of 10
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 By 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 allow the quarry excavation to fill with ground
water, barricade along thp.top of any highwall, and grade and revegetate
any areas in unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable
for the planned future use are as follows:
A. All areas of unconsolidated material such as overburden or waste piles
shall be graded to a 2 horizontal to 1 vertical. or flatter slope and
terraced as necessary to insure slope stability.
B. Any settling ponds or sediment basins shall either be backfilled and
stabilized or cleaned out and made into acceptable lakes.

Page 8 of 10
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 dumped at the mine site. Scrap metal, trash
or other such waste shall. be removed from the site and properly
disposed.
F. The affected land shall be graded to prevent the collection of noxious
or foul water.
3. Revegetation Plan:
Seeding Specifications:
1. Chisel compacted areas and spread topsoil three (3) inches deep
over adverse soil conditions, if available.
2. Rip the entire area to six (6) inches depth.
3. Remove all loose rock, roots and other obstructions leaving
surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly
and mix with soil (See Below*).
5. Continue tillage until a well -pulverized, firm, reasonably
uniform seedbed is prepared four to six inches deep.
6. Seed prepared areas with KY-31 Fescue at a rate of 250 lbs. of
seed per acre.
7. Lightly disc or rake seed into the top one inch of the prepared
seedbed.
8. Mulch immediately after seeding and anchor mulch (See Below*).
9. Inspect all seeded areas and make necessary repairs or
reseedings within the planting season, if possible. If stand
should be over 60% damaged, re-establish following original lime,
fertilizer and seeding rate.
10. Consult Conservation Inspector on maintenance treatment and
fertilization after permanent cover is established.

Page 9 of 10
11. Obtain soil test six months after planting and fertilize
accordingly.
*Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in
clay soils).
Fertilizer - 1,000 lbs./acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion at 300 gallons/acre
NOTE: Fescue is to be planted only between the following
dates:
Seeding Schedule:
DATE
Aug. 15 - Nov. 1
Nov. 1 - Mar. 1
Mar.
1
- Apr.
15
Apr.
15
- Jun.
30
July
1
- Aug.
15
September 15 - November 15
February 15 - April 15
If seeding is not completed during the above dates.
All areas to be seeded shall be stabilized with straw
mulch and/or an annual grain crop until the planting
dates are in effect. ("Abruzzi" Rye at 110-150
lbs./acre.)
Shoulders, Side Ditches, Slopes (MAX. 3:1)
TYPE PLANTING RATE
Ta1J Fescue 300 lbs./acre
Tall Fescue & Abruzzi Rye 25 lbs./acre
Tall Fescue 300 lbs./acre
Hulled Common Bermudagrass 25 lbs./acre
Tall Fescue and 120 lbs./acre
*** Browntop Millett or 35 lbs./acre
*** Sorghum - Sudan Hybrids 30 lbs./acre

I
Page 10 of. 10
Mar. 1 - Jun. 1
Mar. 1 - Apr. 15
Mar. 1 - Jun. 30
Mar. 1 - Jun. 30
Jun. 1 - Sept. 1
Slopes (3:1 to D':1)
50 lbs./acre
120 lbs./acre
10 lbs./acre
25 lbs./acre
120 lbs./acre
*** Browntop Millett or 35 lbs./acre
*** Sorghum - Sudan Hybrids 30 lbs./acre
Sept. 1 - Mar. 1 Sericea Lespedeza (Unhulled-Unscarified) 70 lbs./acre
and Tall Fescue 50 lbs./acre
Nov. 1 - Mar. 1 Add Abruzzi Rye 25 lbs./acre
***Temporary - Reseed according to optimum season for desired permanent
vegetation. Do not allow temporary cover to grow over 12" in
height before mowing, otherwise fescue may be shaded out.
Sericea Lespedeza (Scarified) and
Add Tall Fescue
Or Add Weeping Lovegrass
Or Add Hulled Common Bermudagrass
*** Tall Fescue and
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 miningof any mine segment under permit.
Final reclamation, including revegetation, shall be completed within two
years of completion or termination of mining.
11
Permit issued this1.7 4day of 19D
w�
By:
Stephen G. Conrad, Director
0' Division of Land Resources
By Authority of the Secretary
Of the Department of Natural Resources and Community Development

MARTIN MARIETTA AGGREGATES
Mr. Thomas E. Carroll, P.G.
Mining Specialist
Land Quality Section
Division of Land Resources
512 North Salisbury Street
Raleigh, NC 27611
Subject: Mining Permit #92-12
Fuquay Quarry
Amendment to Plans
Dear Mr. Carroll:
P O. BOX 30013
RALEIGH, N.C. 27622 0013
TELEPHONE [phone]
March 29, 1988 k E C EIVE D
MAR 2 9 1988
LAND QUAI.Iry SECTION
We have redesigned the entrance road at our Fuquay site to take advantage of
proposed improvements to truck routes in the Fuquay-Varina area.
Attached for your files are duplicate copies of a revised Mine Map and Erosion
Control Details. The only other change would be in the acres leased from Elmer
C. Burt. This would change from 215 acres to 225 acres.
We trust that the attached information is adequate and that it meets with your
approval. Please give me a call if there are any questions or the need for
additional information.
Sincerely,
n
Horace S. Willson
Manager
Environmental Services
HSW/oe
Attachment

APPLICATION FOR A MINING PERMIT RECEIVE®
MAR t 9 1988
LAND QUALITY SECTION
A. General Characteristics of Mine.
1. Total acreage at site for which permit is requested:
Acres owned Acres leased 225 Property owner if leased
2. Name of materials mined: - Granite
3. Mining method: Hydraulic Dredge Underground X
Shovel & Truck Dragline & Truck Self loading Scraper
Other Front end loaders may be uspri in pl ace_nf�hovel
4. a. Expected maximum depth of mine 1 7n'+ first 10 years
b. Expected average depth of mine 6n + first In years
5. Area of previous activity: (Identify these areas on your mine map.)
a. Area of previously affected land at present site that is inactive and has not been
reclaimed: x /a
(Note: Mine map should clearly indicate any disturbed areas not to be included
in this permit application. Explain why these areas should not be included.)
b. Acres previously reclaimed at present site
B. DETERMINATION OF AFFECTED ACREAGE AND BOND
1. Number of years for which permit is requested 10 (10 years maximum).
2. Total affected acreage to be disturbed during initial year of operation:
a. Area used for tailing ponds 2 acres
b. Area used for stockpiles 5 acres
c. Area used for waste piles 4 acres
d. Area used for processing plants and onsite haul roads 26 acres
e. Area of mine excavation, including areas being prepared for mining, actively
mined, and inactive but not reclaimed. _acres
T. TOTAL a•e 45 acres
3. ESTIMATE THE MAXIMUM AMOUNT OF LAND TO BE DISTURBED AND
UNRECLAIMED AT ANY ONE TIME DURING THE LIFE OF THE PERMIT.
65 acres

To 'From-
Subject�
_Naa.w.o,o
'MESSAGE
Q .~ vP �. sue, 1.
/ Date Z Signed
f
REPLY
t
Date Signed
WilsonJones
GRAYLINE FORM «4-W2 3 PART -
119M-PRINTED IN D S A, -.
. SENDER —DETACH AND RETAIN YELLOW COPY. SEND WHITE AND PINK COPIES WITH CARBON INTACT.

•
✓w
..
1.
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I
I
1
I
I
Issued 19, January 1988
MARTLN MARIETTA AGGREGATES
w �',µ;
i � !I
Wake County, North Carolina
RECEIVED
MAR 2 9 1988
LAND QUALITY SECTION
PREPARED BY:
LITTLE & LITTLE
�AICNn£CTVX41 Ja N/NC
/.Q Af N4eAlL4'N,NOITNGAOUNA:]6l1:
SITE DATA - SC=ULES - SPECL' CATIONS - DETAILS
1

.1
I
11
1
[1
1
1
1
TABLE OF CONTENTS
SHEET TITLES PAGE
DETAIL NO,
Site Data, Notes, Construction Sequence.....................1
-
Seeding Schedule, Seeding Specifications ....................2
Temporary Construction Entrance .............................3
1
24' Roadway with Ditch (Asphalt Paved)......................4
2
24' Roadway with Ditch (Crushed Stone Paving)...............5
3
LinedChannel...............................................6
4
Diversion Dike/Ditch........................................7
5
SiltFence..................................................8
6
Temporary Sediment Traps....................................9
7
Sediment Basin with Riser...................................10
.8a
Emergency Spillway with Trapezoidal Channel.................11
8b
Anti -Seep Collar...........................................12
8c
Perforated Riser with Anti -Vortex Device and Trash Rack .... 13
8d
Permanent Sediment Basin...................................14
8e
Permanent Sediment Basin Calculations ......................15a,b
Outlet Protection and Culvert Schedule ....................16
9
Settling Pond and Pit Clarification Pond...................17
10
Settling Pond and Pit Clarification Pond Calculations ...... 18
SiteSoils.................................................19
Rock Check Dams...........................................20
Horseshoe Sediment Trap...................................21
I!i Lou kall Is,
1

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DATA
1
1
I
1
[1
I
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1
1
ACREAGE ....................................... 225 ACRES
ZONING........................................ R-40, R-80
TAX MAP NUMBERS ............................... 849,850,862,863
IMPERVIOUS AREA (roads and office) ............ 1.89 ACRES or 1%
NUMBER OF EMPLOYEES ........................... 15 EMPLOYEES
1. All signs shall comply with the Sign Ordinance Section 1-1-21
of the Wake County Ordinances.
2. Parking provided will meet requirements of Section 1-1-28(A)(4)
of the Wake County Zoning Ordinances.
3. All flood limit information obtained from the "National Flood
Insurance Program, Flood Boundary and Floodway Map, Wake
County, North Carolina (unincorporated areas), Community Panel
Number 370368 0250 "A".
4. No permanent construction can occur within buffer yard with
the exception of necessary road access.
5. Nonwooded areas within the Wake County 50' Buffer Yard shall
be unmoved and encouraged to revert to native vegetation.
Additionally, to meet the intermittent visual obstruction re-
quirement, Cuoressocy taris leylandii will be planted at the
rate of 3 10-ga1
. plants per 100 linear feet of nonwooded
buffer. (Approximate ultimate height = 50 feet)
6. Lined channels along the entrance road vlll be unlined and
act as Diversion ditches during construction, then be reshaped
and lined as shown in details 4 and 4a as road construction
is completed.
7. Two below grade cattle crossings will be located to conform
with topography and continuing farm operation_
CONSTRUCTION SEQUENCE '
1) Locate and flag clearing limits. Renew NCDOT driveway permit
if necessary.
2) Install all temporary sediment and erosion control devices and
the ditches along the entrance road that will function as di-
versions during road construction. Clear only the areas neces-
sary to permit temporary device installation.
3) Call the NCDNRCD, Division of Land Resources, Raleigh regional
office (733-2314) to notify the Regional Engineer that con-
struccion is about to begin.
4) Proceed with clearing and construction of entrance road, per-
manent sediment basin, pit clarification pond and plant area
filling as overburden removal provides sufficient fill material_
5) Maintain all sediment and erosion control devices throughout
the construction period.
6) Stabilize site as each area is brought to finish grade with
paving, vegetation, ditch linings, etc.
7) After each area is stabilized, remove temporary diversions,
silt fences, sediment basins, etc. Grade resultant bare areas
and seed, line or pave to stabilize. Any remaining permanent
erosion control devices (i.e., velocity dissipators) must be
in place.
NOTE: Proposed freshwater pond dam construction plans are to be
drawls up according to North Carolina Administrative Code,
Title 15, Subchapter 2K, Dam Safety, by others. The sed-
iment and erosion control devices shown in that dam area.may
may be upgraded to comply with the Code.
1

i'
SEEDING
SCHEDULE
t'
Shoulders, Side ditches, Slopes (Hax.3:1)
Dart
Type
planting
Race
Aug 15
- NOV I
Tall Fescue
300
lbs./acre
Nov I -
liar 1
Tall Fescue 6
Abruzzi Rye
300
25
lbs./acre
lbs./acre
liar l -
Apr 15
Tall Fescue
300
lbs./acre
Apr 15
- Jun 30
Hulled common Bermudagrass
25
lbs./acre
July 1
- Aug 15
Tall Fescue and
120
lbs./acre
***Browncop milldc or
35
lbs./acre
*A*Sorghum-Sudan hybrids
30
lbs./acre
Slopes (3:1 co 2:1)
Mar I -
June 1
Sericea lespedeza (scaified) and
50
lbs./acre
(mar 1
- Apr 15)
Add Tall Fescue
120
lbs./acre
(Mar 1
- June 30)
Or Add Weeping lovegrass
10
lbs./acre
(Mar 1
— June 30)
Or Add Hulled cocoon Bermudagrass
25
lbs./acre
Jun 1 -
Sep 1
***Tall Fescue and
120
lbs./acre
***Browncop millet or
35
lbs./acre
***Sorghum -Sudan hybrids
30
lbs./acre
Sepc 1
- liar 1
Sericea lespedeza (unhulled-
70
lbs./acre
unscarified)
and Tall Fescue
50
lbs./acre
'
(Nov 1
- liar 1)
Add Abruzzi Rye
25
lbs./acre
***Temoarary
- Reseed
according co optimum season for desired
permanent
vegetation. Do
not allow temporary cover to grow over
12" in
height
'
'before
mowing,
otherwise fescue may be shaded out.
SEEDING SPECIFICATIONS
1.
Chisel compacted areas and spread topsoil three (3) inches
'
deep over adverse soil conditions. if available.
2.
RLp the entire area to alx.(6) inches depth.
3.
Remove all loose rock, roots and ocher obstructions leaving
surface reasonably smooch and uniform.
<.
Apply agricultural lime, fertilizer and superphosphate
'
S.
uniformly end mix with soil (See Below*).
Continue tillage until a well -pulverized, firm, reasonably
uniform seedbed is prepared four to aix inches deep.
6.
Seed prepared areas with KY-31 Fescue at a race of 25G lbs.
7.
of seed per acre.
Ligh sly disc or rake seed into the cap one inch of the
'
prepared seedbed.
S.
Mulch loediacely after seeding and anchor mulch (See Below*),
9.
Inspect all seeded areas and make necessary repairs or
reseedings within the planting season, if -possible. If stand
should be over 6OZ damaged, reestablish following original
line, fertilizer and seeding races.
10.
Consult Conservation Inspector on maintenance treacmene and
fertilizacion after pervnene cover is established.
11.
Obtain sails test six months after planting and fertilize
'
accordingly.
• Apply: Agricultural Limestone - 2 tons/acre (3 cons/acre in clay soils)
Fertillzer - 1.000 lbs./acre - 10-10-10
Superphosphate - 500 lbs./acre - 20Z analysis
Mulch - 2 cons/acre - small grain straw
'
Anchor - Asphalt Emulsion a 300 gallons/acre
NOTE:
Fescue is co be planted only between the following daces:
September 15 - November 15
February 15 - April 15
'
If seeding is noc completed during the above dates,
all areas co be seeded shall be stabilized wLth sera.
mulch and/or en annual grain crop until the planting
1
daces are in effect. ("Abruzzi" Rye a 110-150 lbs./ae.)
i

m m m m m m m r m = � � m e m m� M.
'My
�:5� A I•
: TFMPORARY CONSTRUCTION ENTRANCE.
NO SCALE
W

21'-o'
e'-o'GRAssEo 4 1�UI.0Er- I w-o•'
-1/2"1 1'
'c1�lh?INI� CjPTDE � ��O%2'
I vz" BIT ctt ✓- -A4F- ce_ [OUVIIE 1 -r,,m Or 11Oz
3" Brf_ 6t11�-,EW-069- cOUPhE 'I'{P0 "13"—
PKIPIE ZOA'f A'f THE P-&-M OP -OS �AL./ZO.YD=
0" Ab& (SveGrtAvE. WtIPAO"reD fo 957. &AsHTO D
12'-O"
5 UKwEY Drf�Ft'
bzAo& POmff L
1.0CePfH-
24' ROADWAY WITH DITCH (ASPHALT PAVED)
NO SCALE

21'-0' f)2AV9L e5ugsy6e,
0'-0 "!a Ra!-fiED
!� Su�rEY pr%N.
b* Ezao� Poirrf d"
0
504FAM 60�JrA6T[�p1-09590—
AASF{"(O 17�N51TY
s"Miry. CKu5HI�° 5T0Nr� rAYIN4
24' ROADWAY WITH DITCH (CRUSHED STONE PAVING)
NO SCALE

I
1
1
1
1
1
1
1
1
1
l�
3
Permanent
Lined Channel Schedule
Channel
Drainage
0.25
Depth of
C-L
Max.
Construction Dimension
x To W
Side Slope
z
Area
(C.F.S.
Flow
Slope
VelocityHI.
Llninq
# 1
1.95
Ac.
5.5
0.82
FL
1.5 %
2.8
F.P.S.
V x 6
3:1
Grass with
excelsior mat
z 2
6.IS
0.9
0.46
1.0 %
1.4
V x 6'
3:1
Grass
Ac.
FL
F.P.S.
# 3
0.31
1.2
0.45
2.0 %
2
1' x 6
3:1
Grass
Ac.
FL
F.P.S.
#4
0.75
0.
0.4
2.0%
2
1'x6'
3:1
rass
Ac.
FL
F.P.S.
# 5
0.56
2.3
0.58
2.0 %
2.5
1' x 6'
3:1
Grass with
Ac.
FL
F.P.S.
excelsior mat
# 6
0.3
1.1
0.35
4.0%
2.8
V x 6'
3:1
Grass with
(
Ac.
FL
F.P.S.
excelsior mat
At
2.42
8.0
0.87
2.5%
3.5
1' x 6'
3:1
rass wiln
Ac.
FL
F.P.S.
excelsior mat
#8
1.02
3.9
0.55
6.0%
4.3
1'x6'
.31
6' iprap
Ac.
FL
F.P.S.
12' thick
tt 9
8.61
26.6
1.3
4.0%
6
1.5' x 9'
3:1
6' Riprap
Ac.
FL
F.P.S.
12-thick
# 1 0
1.26
4.9
0.5
16.0%
6.7
V x 6'
3:1
6- Kama
Ac.
Ft.
F.P.S.
12' thick
# 1 1
4.58
15.2
0.92
6.01S
6
V x 6'
3:1
6- Riprap
Ac.
FL
F.P.S.
12'thick
412
0.18
0.9
J.J.
6.0 %
2.7
1' x 6'
3:1
Grass with
Ac.
FL
F.P.S.
excelsior mat
#13
10.02
32.4
1.5
2.0%
4.9
1.5'x 9'
3:1
6' Ramp
Ac.
FL
F.P.S.
12" thick
#1 4
0.93
3.5
0.65
%
2.8
V x 6'
3:1
Grass with
I Ac.
FL
12.0
F.P.S.
excelsior mat
# 7 5
3.14
9.3
0.62
20.0 %
8.4
1' x 67
3:1
12- Riprap
At.
FL
F.P.S.
IS' thick wl
#16
0.18
0.9
0.4
2.0%
2.0
Vx6'
3:1
6'957 stone
Ac.
FL
1 F.P.S.
Gross
#1 7
2.15
6.8
0.73
4.5 %
4.4
V x 6'
3:1
6' Riprap
Ac.
FL
F.P.S.
12' thick
# 1 8
0.5
1.7
0.5
2.0%
2.3
T x 6'
3:1
Grass
Ac.
Ft
F.P.S.
# 1 9
0.31
0.9
0.4
2.0%
2.0
1' x 6'
3:1
Grass
Am.
FL
F.P.S.
420
0.15
0.35
4
I'x
I rass
II0.8
Au
FL
FP.
.S
ote: flannels ors scetl Dy tannings Guation. Monolog's
'N' eouals 0.035 for unmowed crass and 6'•12' stone.
\V L SE.E.
U,o
WATER LEJEL.
FREEScnF-A C��-I2:')
= N,qX. CEP H of F1O.J- Q���pp
67 rit1.LSCE t�+�PPEI-xMFSfLE
lU r-coMPP-TE+p r..1J&IPAm
-WP RAP C444PI L- L-Ik4
L6EE 6GHE L.E FoR 6T�JE PIA.4 nl�. T14C.ICFIE55)
IF 6Tok PA>S, PgPVIPE (iEOTEx'(It-E
1JODER PF X aR h10, 4" of 457 \VASt{Fn sq-C Je 6F17DIF�G.
>TOF F- 5E1)011,Vq (OF, &F�TEXf0.-E WPE.' i
NOTES: 1) See Lined Channel Schedule above for sizing and lining type of each numbered
ditch.
2) Where lining is llsted.as Tall grass, velocity is low enough that normal seeding
according to Seeding Specifications on page 2 of this booklet will provide a
stable lining. Where Tall grass d Lining is listed, velocity is high enough to
require that excelsior matting be used to stabilize the ditch while seeding is
establishing turf. Place matting according to manufacturer's instructions
(American Excelsior regular at or equal is specified).
LINED CHANNEL
NO SCALE

PLACE MATERIAL r-ZGM EXCAVA71ON CH
DOWHHIL1_ SIDE Or FLOW
rLOW-m r
hqx .� r 3j
3'-0'l I ;_O,j
HO-fE: pIVCK"r f i OWI�fG �Es OF FILL 5L0�'E WNEN�VEK
DIVERSION DIKE/ DITC
NO SCALE
2-On
5EEP DIKE WITH APiKorjCIATT
V�GE�ATIOH M�X II r-VIA ELY
POLL WIf 6 CO Z G

[1
A
1
1
1
T�J�.I � EIJD �s,.fai-�I�J i�i of �GFt
ICZ2' NiloLl
or FaJGE to FdOF7 -i
wHcuEUE2 FLOW It;'
1
WCT- �ePc! JDIcu��To Fl tom,
4
i
1
0 � ICb'�iE�iG�
4 fro
1
A l l �/I
�eu�r 1JE'r
W-6EI6 MZ? lCZ- 54-, WL
kwµ TO 7-fF3�i �Ei
'
EaaGKFILL - TP}-'IP U,,tiIL F1zu1
U�DI°jt,IZP/_D SAIL -
1
[1
i
1
1
i
1
t pEtl L� Wrrr 67 p 15 GELAI�%r= HI P,6,r l
CJ NIPr'FEUCE. CrHlt -e TY"r�r--` / 0;z�1, r>v
i-�i �� l�.>;D -T "f0 Pf"1�2J✓.�l- PJ(
SILT FENCE
NO SCALE
1

r0. Or .[Pu <.,.r
SOEf Or'ir�ln.r -�L '
r fit/ A..-.
i rE000 aIVPw: xo,E
IS Ws.co
.\.� ixo„<.r ssoP.cF xo,c ttos.E .. _c.rwrrl
_ _ - �[cv[t OrIII m IIIP r _[OA_EE_U _Eo --E1l
wsOgJclg1-_-u lbn'
SCugPTM1. yFl µ'.u�-°'- 1
J
Jill
..N. P<IIV-
PP1µ
n[..Pu, WHEN THIS LCV(1 f�
qu�,u
n PE..c..co SECTION THRU BASIN a FILTER NO SCALE
GRAVEL a RIP -RAP FILTER BASIN DETAIL
TEMPORARY SEDIMENT TRAP SCHEDULE
Trap
Disturbed
Sediment
Trap Size'
#
Area - Ac.
Vol:/Yr: Cu.Ft
L x W x D
1
2.50
4538
42' x 20'x 4'
2
2.73
4955
42' x 20'x 4'
3
0.50
908
16' x 10' x 4'
4
0.50
908
16'x 10'x4'
5
2.18
3957
34' x 20' x 4'
5
2.25
4084
34' x 20'x 4'
7
2.52
4574
42' x 20'x 4'
8
2.18
3957
34' x 20'x 4'
9
2.69
4882
42' x 20'x 4'
10
0.54
980
16'x10'x4'
11
0.30
545
10' x 10' x 4'
12
0.78
1416
24' x 10' x 4'
13
0.18
327
10'xi0'x 4'
14
0.76
1379
24' x 10' x 4'
is..
9.26
16807
50' x 20'x 4'
16
2.43
4411
42' x 20x 4'
17
2.91
5282
42' x 20X 4'
18
1.75
3176
35'x15'x4'
_1.9_
2 0
1.68
0.55
3049
35' x 15' x 4-
18,
998
21
0.20
363
10'x10'x4'
22
022
399
10'x 10'x4'
23
0.17
309
10'x10'x4'
24
0.13
236
10'x10'x4'
25
0.11
200
10'x10'x 4'
26
0.30
545
10'x10'x4'
27
0.34
617
10' x 10' x 4'
28
0.19
345
10'x10'x4'
29
0.95
1724
20'x15'x4'
30
1.12
2033
24'x15'x4'
' Based on two deanoutsi3ervear
'- Based on six cleanouts per year: Drainage
to this trap will fall into the initial pit. Trap
position will be moved as pit deepens and
haul road is formed.
31
0.80
1457
24 ' x 10'. x 4'
32
1 0.21
383
10'x19x4'
dxv.JnT£ AS NEcZIS+e(
�� fPofEC 52F/4E /
PERSPECTIVE VIEW
NO SCALE
ROCK FILTER BERM DIMENSIONS
Trap
, Top Width
8ottom,Width
Width
Rock Berm
Rock/Berm
10'
10'
15,
12'
9'
20'
16,
IT
enter of rock filter berm shall be 6 in.
lower than outer edges.
`TEMPORARY SEDIMENT TRAP
NO SCALE REVISED 2/4/88: add #31,#32

aNl•vogTiev OrJlc-r— (+eAV
CCs{sr 6P-'vU FlLrPe (2"
A'g-oVolf '5(r0"e (30,avF1
of-gi- E , 50 $)DFT')
Caa--�(g fdhE (18°,L1a0't 7e)
SEDIMENT BASIN WITH RISER
NO SCALE
1LPof C61X
4«P RIB PFoRatials- %x" oAn.
anyLeo 170 y
'JrlLL111 Ebh{
L I�N I )
aM-sKer CaLLa�s
age oVrp.n.0C
.gode LJJIJ!
hlj. rHIC 60 t IZe

ma.GGoqm --mm m m= m m� m
PA- .. - 312 A
1N
TRAPEZOIDAL CHANNEL
PROFILE
�
WnTE1Z t.�VI;L -M?.x. 312.4
zo, oiz M
EMERGENCY SPILLWAY
m
oeem cr rLo v
FoK loo '1W t)T*/-
21PPAP CHbJJrJ- Wdjk j I
dam= (o 11016 udid(I . 12
U05f- O� /140, 4' cf #51 WMijr-o EER.1u01
CQHT 0L s�cTloN
<5t51=T9Arr-z01vAL, cNaryN��
DE�"AIL 10)
�EXI"r S�C(101�
S,
y
EMERGENCY SPILLWAY with TRAPEZOIDAL CHANNEL

I ANTI -SEEP COLLAR
I
1 NO SCALE
1
1
1
I
1
1
1
Install collar with
corrugations vertical
Continuous Weld
-I--
U all
ELEVATION OP UNASSEMBLED COLLAR
Collar to be of same gauge as
the pipe with which it is used.
1" x 2" slotted holes
for 3/8" dia. holes.
2" milt
µ- ti?]d both skies,
ICorruyated metal
sheac welded to
canter of band
SIX71011 11-11
NOTES FOR COLLARS:
3.
Unassembled collars shall he m.i rkeJ by
1. All materials to
be In accordance with
painting or taFginR to Identify mat•'hing
construction and
construction material
pairs.
specifications.
4.
The lap between the two half sections
2. When specified on
the plans, coating
and between the pipe and connecting banal
of collars shall
be in accordance with
shall be caulked with Asphalt mastic at
construction and
construction material
time of installation.
specifications.
5.
Each collar shall he furnished of tit two
1/2" diameter rods vith standard tank
lugs for ennnectinq cullArs cc pipe.
DETAILS OF CORRUGATED
METAL
ANTI -SEEP COLLAR
Size and spacing of slotted
openings shall be the same as
shown for CM collar
Use rods and lugs to
clamp bands securely
n W.„ i to pipe
Hand of
helical pipe
Metal collar to be
welded to canter of
helical pipe band
\We11
I 1/8'x1 1/8'exile" angles to collar
or bend A 'Jet angle 1 1/8" wide as
\short In drawing
lVs r� NOTE. FOR BANDS ANU COLLARS:
Modlficacluns of the details
drown may be used providing
equal watertightness is
fmaintained and derailed
drawings are submitted and
approved by the Engineer
prior to delivery.
Rod and lugs II
Sheet laccal Collar shall !xn cue co fit
corrugations of helical band, and
woldod with a continuous Wald.
ISCMETRIC VIEW
E: For details of fabrication dimensions, minimum gages,
slotted holes and notes see detail above
PARTIAL ELLVATION
Ref: Engr. Field Manual
DETAILS OF HELICAL PIPE ANTI -SEEP COLLAR
NOTE: Two other types of anti -seep collars are:
1. Corrugated metal, similar to upper detail, except shop
welded to a short (4 ft.) section of the pipe and con-
nected with connecting bands to the pipe.
2. Concrete, six incites thick formed around the pipe with
/3 rebar stated 15" horizontally and vertically.
' Source: USDA-SCS

1
I
L
i
1
1
Pressure'R,ellef
Holes �"
Did.
' 16 x 12" J >`y`
y.. Support Bar
bar Spacer :. :•:'::::t;�,
P � ��`�' (16 Re bar mii
(typical)
1 jRiser
Diameter
t� Diameter
vrvy Section A -A
1
1
1
Isometric
y,.o per�ira�'S Wow^-'
on 36" section of 1"
e iron as stiffener
Top'is 14 gage cor-
rugated metal or 1/8"
steel plate. Pressure
relief holes may be
omitted. if ends of cor-
rugations are left fully
open when the top is
attached. U'M
Cylinder is I�yage
corrugated metal" pipe
or fabricated from 1/8"
steel plate.
Notes:
1. The cylinder must be
firmly fastened to the
top of the riser.
Z. Support bars are
welded to the top of the
riser or attached by
straps bolted to top
of riser
3 � 30„ nu. SGs.CP ,�-
p�r�v.G.� wJ4_ 3/9
e,-/.'N".fS�tt.-E®
•c440
3 /`wbtf m CCw�c% ,GnZr�
�ERFOR TATA ERI ER with ANTI —VORTEX
JEVICE and TRASH RACK
NO SCALE
1
/b
-19]
L.

m
m m m m
PEPMAIVENT SEDIMENT BASIN -PLAN VIEW 8E
1 It, x2O \
h o e o
ou-f eilk�I� _
\ \ [a01.
c
° �
0 0a n 5
00 \ m
oa
- -
� v=
77/
n�_ _------------_
t I Llr�1E2 l E�� . h 14X. 310.0
6.1
j'
� 1

;I
15(a)
'
PERMANENT SEDIMENT BASIN
CALCULATIONS
PREDICTED
Q
= CiA
A
= 27.71
Acres
'
C
=r13.341(.75)
+
r14.37\(.25) = .36 + .13 =
.49
\27.71 J
`27.71)
'
i
= t.o.c.
= (A)
700' @ 5% over bare earth =
13.30
min.
(B)
125' @ 50% over ave. grass
= 7.25
min.
(C)
50' @ 20% through woods =
7.75
min.
(D)
500' in channel (-18' drop)
= 3.60
min.
I
1
I
1
I
1
1
I
31.90 min.
DESIGN STORM
AVE. i
AVE. Q
cfs
PEAK i (@ t.o.c.)
PEAK Q
efs
10 yr. - 1 hr.
2.5"/hour
34
3.75"/hour
51
25 yr. - 1 hr.
3.0"/hour
41
4.50"/hour
61
100 yr. - 1 hr.
3.75"/hour
51
5.30"/hour
72 **
EXISTING FLOW TO POINT AT OUTLET OF PROPOSED SEDD ENT BASIN:
A = 21.56 Acres
C = (.3 open/cult.)(.88A) + (.25 open/grass or woods)(20.68A) = .252
i10 = 4.2 in/hr toc = 940' @ 100V through woods = 22.5 min
(peak i10) +560, @ 15' drop, in channel = 4.25 min.
26.75 minmin.
Q = (21.56)(4.2)(.252) = 22.82 cfs
use 23 cfs
Q10 Storage volume req'd = 50,400 ft.3 @ release rate = 23 efs
Sediment volume/yr = (16.6 acres)(1815 cu.ft.) = 30,129 ft.3
Total minimum storage required = 80,500 ft.3 w/yearly cleanout
Total minimum storage provided = + 85,000 ft.3
Velocity at pipe outlet = 7.8 fps (full) (Manning's)
Velocity in emergency spillway chan. = Vc Se = 5.0 5.5 = 6.26 fps
Sc 2.6
Rock Linings sized according to NY DOT "Bank and Channel Lining
Procedures", 1971.
I

II
I
1 REQUIRED STORAGE (PEAK VOLUME FOR 10 YR. 1 HR. STORM ASSUMING
23 cfs RELEASE RATE THROUGH 1° SPILLWAY)
1
1
i
1
C'
.1
1
11
i
1
.1
1
1
15(b)
1
DURATION
(minutes)
RAINFALL
INTENSITY
(in./hr.)
RUNOFF RATE
IN DEVID
CONDITION
Q = CiA (cfs)
C = .49
A = 27.71
i = 2
RUNOFF
VOLUME (ft.3)
Q1 Q3 60
RELEASE FLOW
VOLUME (ft.3)
23cfs• 10.6
b
STORAGE
VOLUME
REQUIRED
(ft.3)
©-(3)
5
7.8
106
8
7.0
95
10
6.5
88
15
5.7
77
20
4.9
67
30
4.0
54
40
3.4
46
50
2.9
39
117,000
69,000
48,000
60
2.75
37
I 133,200
82,800
50 400*
90
2.2
30
162,000
124 200
37,800
120
1.6
22
158,400
165,600
(-7 200)
1

16
1
1
1
t
1
1
1
O' 0 6 9
R
Au- -�JelzizAcs F
S1at!✓iL128.70 2E -
COHF?O cD To 95°10
yANC•A2;7 �roC-
{'1 i r-IiHUM ,
LE
E�;D �cGToIJ
fro 6Jo 66�-(od
I4RiES- FOB ' G (OUG ? IJD �FCJt
)n, FOG L71 -' u,10{ V-
rarrrr �
q Film Sr�E IC77�
=a
MMA Fucuay
Quarry Entrance Road Culvert Sizing
Drain-
Head-
Velocity
Outlet
CULVERT
age
25 Yr.
Size-
water
Minimum
Maximum
Range
Protection
#
Area
Peak O
C.M.P.
Depth
Slope
Slope
(F.P.S.)
See Detail)
# 1
18.3
54.3
36" Helical
5
1.0%
1.3%
. 7.7 .
6" Riprap, 12" thick
Ac.
C.F.S.
FuIlPaved
Ft.
9.2
18'L x 9'W
# 2
1.63
6.4
15"
2.2
1.5%
3.0%
5.2
6" Riprap, 12" thick
Ac.
C.F.S.
Helical
Ft.
6.3
61 x 4'W
# 3
11.03
36.6
30"
4.5
1.5%
2.0%
7.5
6" Riprap, 12" thick
Ac.
C.F.S.
Helical
Ft.
9.0
15'L x 8'W
# 4
54.01
168.7
48" Helical
12
1.5%
2.0%
13.5
24" Riprap,30" thick,
Ac.
C.F.S.
FuIlPaved
Ft.
16.0
+6" #57 stone lining
# 5
0.93
3.5
15"
1.1
0.5%
1.0%
2.9
40'L x 15W
Ac.
C.F.S.
Helical
Ft.
3.4
Same as #2 above
# 6
0.18
0.9
12"
0.6
0.5%
1.0%
<1.0
6" Riprap, 12" thick
Ac.
C.F.S.
Helical
Ft.
5'L x 3'W
Notes: 1. Outlets sized by "Bank and Channel Lining Procedures",
New York Dept. of Transportation, 1971.
2. All inverts are to be set in the field within the given slope range,
as close to minimum sloe as field conditions permit.

17
\ \`3ZQ
\\ \\ 6OX14 r �,
- _
SETTLING POND FOR PRIMARY CRUSHER
(TO BE PLACED DURING PLANT CONSTRUCTION)
Exl j t71iGHa _
11?12AIN5 TO SILT FENCE
FSfrnIME,'�T \\��------- \�
>3ASIt�
\ 1210
PIT
\ N
3
\\ \\ CLARIFICATION
\ POND
SEDIMENT -
TRAP
10' X 40'
OLITZ
/ I I
SETTLING POND AND s
IT CLARIFICATION POND 10
v SCALE I"=50' _@

Q
PIT CLARIFICATION POND
Approximate size 210' x 40'
Water level Elev. 328
Bottom Elev. 317
' Total Volume ± 50,000 ft.3
SMALL SETTLING POND FOR SURGE PILE + PRIMARY CRUSHER
Area drained 1.88 Ac.
at }"/ac. - requires 3,417 ft.3 sed/year.
Assume 2500 ft.3 storage (clean -out 2/year) with 3t sed
depth + 1' water,
Size at 60' x 14' x 4'
RELEASE CHANNEL FOR ABOVE SET.
POND
Tall grass lined ditch
n
0.05
Max slope
2.5%
M = side slope
3:1
X-C Area
3.68 ft.2
'
H
1.11 ft.
Hyd R
0.525
Velocity
3.07 FPS
'
Q
11.3*
*DISCHARGE
Area
1.88 Ac.
'
C
0.75
110
7.8 (Tc< 5 min)
Q = CIA
11.00 CFS
1
I
1
storage

1, CAROUNA — SHEET NUMBER 95 S� I S
1 _ M UIL M CI /O,- Sh✓„l 29/ 19
109
82 i AG9r c� : ai�• .4
CeC2 �• d'r�% Cp %, , a. Ce
IYr�D,CQZ
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Ui J Ce M I tfV ,w`y s�l:�•L'y, T eau t'�J err
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`''Y'1-° \y. F 'Y..rr�•� L' `,3�•�'--}n/iir�77` \r��n,, C4'a2�Ct 's,'�jyf•,� �' ��' / �eb Q �., .��� 7;� '.
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r � .�Cc ttj, Y /r .r•1 .I l r� ��9�ti'L�ti',�t `X.� _ -7< �•e p1^e > `C.Wo ',^r,'� r Z
r f ' �:.F� _ .`ypja9 ,,yy 1 S> I•..F f Y ?!•�T r `�- t� -s``�— '-c. AcMA n
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4
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Naa2 ��, Wo7 f 11 I
C.
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rf
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oD I
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\.• c,a� t c}f id{ f r ,•rea � ,•:ac
AC2' t \
Wl��
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ANC' , > j? n ` � �'•"„• -F _ _ r / �-
-.o AJD,
II
it i� r
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' ' \�A
I�92 11 A 9 I t✓ �;�
A.9 gc,�;

091
FILL SLGPe
L•t I'L:%. IV:.LI FhI L
6••run.=1lllll }t =1111 c1111_
l� ` _utl= z.• n:n. —III ^III z,i H�•�.
IIIIIIll -- -- — =11j— — —
FILL
EMI=11irt'a
aotTorI or- e-, l lAl-{ N E � I.
`✓E v c o 5YAl31LIZ�fJ A < (�cG FLAN)
�� C> DIK <11T1i Ar? oF�JA(>✓ V�Ia�TATON MIX
IN(M�bWY>✓L�f �oU.01•lli`I� GvM��-(�:_!c(bNi=�L pl1_N)
ROCK CHECK DAM

ji.
CLASS I RIP RAP (SEE SECTION Tf)RU BA'SIN ll LW) PL•P•GE 6i L'T r6WCE AT
�. TOE OF FILL hLOpE ^boo lE
'�I�,'\ �••., \ I ' / GUL�/ER7 ChEC DE'f• !a F.INV
S
L PIPE RIP RAP HEADWALL
_•— i �/ FILTER BERN '.. ••, ••,,, � /
/ /�/ /� / / •%' ;'}` 5 WASHED STONE. I' THICK. 3' HIGH MIN.
�SEOIMENI. TORAGE AREA—
PERSPECTIVE VIEW
NO SCALE
< I(CUT.F
XS TO DC DISTURBED
ILL CD.E TC.)
\ PE OW 2
HOTC. OIVCNSIONS AR
NINIVUN ACCEPTABI
UNLESS OTNCRWISC
NOTED.
IHT STORAGE 2011E PIPE INVERT
STOIUGE ZONE %RIP IW HEADWALL
1-1eI
1-CLASS S RIP RA/
dN 0 WASHED STONC
VA[. SCOIVCNT DEPTH (CLEAN OUT POINT)
SECTION THRU BASIN, FILTER AND CULVERT PIPE
NO SCALE
.GRAVEL & RIP RAP FILTER BERM BASIN DETAIL
aRouxD TO PROTECT EXISTING PIPE INVERTS
THAT DRAIN 10 ACRES OR LESS
TFMPnRARY HORSESHOE TRAP SCHEDULE
Trap
#
Disturbed
Area - Ac.
Sediment
Vol./Yr.-CLI.Ft.
Trap Size•
Are x W x D
1
2
0.34
0.85
1 617
154.3
1 40'x4'x4'
50'x8'x4'
Based on two cieanouts per year
PREPARED.BYI WAKE COUNTY COMMUNITY DEVELOPMENT SERVICES
P.O. BOX650 RALEIGH N.C. 27602 PHONE [phone]
E SEDIMENT
REVISED 2/4/88: omit
#3, add silt fence

Srr0Im0 SPECIFICATIONS SEEDING SCIIEDU LE
1. Chi..l caor,cred treat end spread Inp.cil three (3) inches Shoulder.. Side ditches Slopes (Max.l:l)
deep over .dverte ..it condition., if available.
7.
3.
tip the entire area to six (6) inches depth.
ituev, all loose rack, ,.is and other obstructions leaving
Date
Type
Plan[Snt
Race
,urf.c. ,a ... rail, A. th and unit°^.
Aug 15
- Nov 1
Tall Fescue
300
the
A.
Apply agricultural time. fertilizer and superphosphate
oniforaly and .is with ..it (Se. My..).
Nov 1
- Mar I
Tall Fescue 6
300
ibs./acre
S.
Continue tillage until a veil-pwlv.rised, fire, r,uonably
Abruzzi Rye
25
lbs./acre
uniform seedbed is prepared four to six inches deep.
6.
Seed prepared area, with KT-31 Fee.. at ..,.,a o1,250 lbs.
Mar I
- Apr 15
Tall Fescue
300
lbs./acra
of .sad per acts.
Apr 15
- Jun 30
Nulled common Bermudagra.s
25
lbs./acre
7.
Lightly disc or take aced into the top one inch of the
prrp.ted slashed.
July I
- Aug 15
Tall rescue and
120
Ibe./acra
S.
Nulch immediately after seeding and anchor mulch (Se. below•).
***Browntop millet or
35
lbs./acre
9.
Inspect all seeded areas and make necessary repair, or
••*Sorghum -Sudan hybr Sds
30
lbs./acra
.... .ding. within the ,lancing ....on, if possible. If stand
should be ...r 60t damaged, reestablish following original
If.. fertilizer and ...ding rate..
Slopes (3:1 to 2:I)
10.
,mewl, Conservation Inspector an maintenance treatment and
fortification after Permanent ewer is established.
Mar I -
June t
Sericee lespedeca (.enified) and
50
lbs./ocra
Il.
obtain &oil• tut .ix sonth..ft., plon,iag and ferrilite
(Mar i
- Apr 15)
Add Tell Fescue
120
Ibe./acre
sccordingly.
(Mar I
- June 30)
Or Add Weeping low.
10
lbs./acra
a
Apply: Agricultural Limestone - 1 cons/acre (3 cona/acre in clay soil&)
(Mar l
-June 70)
It Berass
0r Add Hulled co®en Bermudaq ra ss
25
lbs./acro
Fertiliser - 1, 000 lbs./.cr. - 10-10.10
Muperyho2t.r. - 500 lbs./acra - 2.i ansly,la
Jun l
-Sep i
`'*Tall Fescue and
135
- ] conaltxis - small grain •,taw
MulchAnchor
***growntop millet or
35
lb../acro
Ibe./acre
Mchor - ",halt WLion ! 300 pllon.hcr.
*e"Sorghum-Sudan by Er Sds
30
lbs./acre
NoTP\ .cue is to be pla^l.d only between ins. following d.te,1
Sept I
- Her 1
Sericee leapedera (unhuiled-
70
lbs./acre
S, caber 15 - November 15
unecarifled)
\
February 13 - Aprfl 15
And Tell Fescue
50
lba./acre
\
(Now 1
-Mar 1)
Add Abruzxt Rya
25
lbs./acra
If ...2i0g is no, completed during the .We. data.,
\ .11 atom. co be .."ad .hall be .ubilirad with .tr•w
, - - \\
I ,\
\ i^w\ \ \ \ % / 1 \
\ I X , \ \ \ / // } \
I \ \ \ / / \ \ . 1-
\ \ \ / I /I-`\\ - '
' R - at0 I \ - - CONSTRUCTION ENTRANCEGI )
I I \ \ \ /I I I \ DRIVEWAY CONNECTION WILL
I I DIVERSION DITCH 5 - 4-- --* CONFORM TO NCDOT STANDARDS
I \ /
\ I \ \ \I\// // . ,\ J
\mulch and/or oval grain crop until tha planting \ 1 / '
^ ***Temporary - Reseed according to optimum season for desired permanent ASPHALT PAVEMENT O /' ` d.b` are In a ¢. C'Abrueal" Ay, ! I10-150 ibs. hc.) Y 1 \ \
vegetation. 1)o not allow temporary cover to grow over 12" in height _ _ � ( 1
\ _ brfero. mowing, ochatvise fescue. may be shaded out. \ _ '1 �LV�IZr 01
\� \�\ // // ; I ___ 1 // / / I ,,-_,I\`- / \ ENTRANCE S11 N5
�/ \\ / I / 11 /,-- --_- I -'/// / / I \\- - \ I 'I I SEE NOTE I, THIS SHEET
/ \ / 1 I ! \�� --�--- // //
/ � I 1 I I ' -- It I I
\ I \ I I
/ / I, \ y / i \\ I 1 DIVERSION DITCHES t DURING ROAD CONSTRUCTION I \, \ I
// \\\ / �\ \\� , i i II LINED CHANNELS UPON ROAD COMPLETION frYP) 2 _�-W,ingL \I I \ II \\
/ 11- \\ \ \ I I I I �- \ \ l
/ / - � \ \ \I I I / � 11 - - , ,` o PAZr1 \ \\ \
I / _� \ � / I / I \ / ,i-roGAGe\ I I \ \
/ v - I 1 I (J -- _ VUILRb\\ l A v
I // \ - )- 7�\ I I \\ ' / / 4 x 1 \ \\
I / / /\ / \ I \ . ($� eotj, fIN_1 D Bpkis to P - a 15C, \ \ 1 \ \
/ I1� \ � 1 - \ 1 ',N / \ ,,\ \ . 3 \ \ \
I / / I \\ \ \\ \. - ---- -- / \\\\ � i \ \ \ \
I \ � \ `3 \.'' - ' / \ \ \ \
/ Q / J1 - I \ ) /
/ I 1 ' R - 8 0 I I \ \ � \ \ . J I ''e`j` % I / / / 11 (� \\ \I \
/ I I./ 1 I - \\ r� I ''\ `\ \\ II1, - '-\�111 ( .( I \ \\
/ /:/ I / ) \\ I / \ \ III;`=-'n If I l I 5 \ \
/' // / I \\\ --\ /y-\ I\\� �'i' \\\ \\ ` - --'/ IJ,1\I IN �1�1 III I ` \\
/ \\ // / / I \ �� / -\\ �I< - `\ \- �_ - i // /IfI I 1 , I 1 \ \
/ / \ \- I / \\ _'/ i / , 11111 I I 1 \
/ __ ' --- -- / I II I I E. BURT , \
E. BURT ------ ' "' -- \ �, \
// -. JJ - \ / .l� -\ -- / i' __l__- ' / I� //�' i ;1-0
\\r1\r \ \' 1 \i \\
/ - -� -- � \ /' _-, ----- -- // / // _\ \\ 14, \ A, I 1\\ I II \
- - \ _ _ _ _ _ / / /
/ - - - / \ / i 2 1 / \
jcu
O ' \\ / __ \ \ and- -'- EDIMENT TRAP-r (J/' .:' --- w l J 2 1 \ \
z oo- 11 \� -- \ 1 /m (TYPICA -- �, /'�' -- I _-- _ -- I \(,F�`
-.� - / / ', I - - -- '1J 21I'll \- I / / /'/. / _-_ �I / // - ---/ ! , --� I \ \ \ \ W �
l ` ,/ / -*C? _BUF�ERYARD' —L\X\ � 1i t%' I= /' ,--- -'// - - --' i \
'/yf• ' � - 'I \\'\, 1 II' - I , mullI I `` '` 1 �II I I /' , •/,' / ' - ' - - -- �( -\ -\ \ \ \� �-
l l ,'' _ _ \•! I \I I I._/, ,' ..L_-_-_/ _ - -- \♦ \\ I ' I` I
C I /, / /' - c/-' ( \ \ \ \
o \`` I r - / ���,,.��.��-���� /- - _ " \ \I .1 \ \' \ I / / / / / i f�i l -1- r� ULiE 2L!',K. GI-FEGK G+o•F'19 1 \ \
I � ' S I\,`\'\ ; /-- -��; _,' I. `' ' _ - �/ �._ l ) t./ \ ; \ \\., _ ), \ I tI I , / , / ,/ ,' � i'l. -1 /4'T 7�i' oG. ®� I, - \ _ \\ LEGEND
2'' /. `\``\\\`\` \\\- -'�i1 I I' /r , 11------ - �� \�I
11,\ 4 II`\ \ ` 1 I I / / / ' /' / /' - -_-' _ _-___-\ \ !^`\
/ i \\ \\\ �`�` - -\) I I I I / -- ,' ` l \ �' , 1/,'//"� , I I I / ' / ' % _ _ _ �� \ 1 1/ / \ \` \\ \\\ _-I I 1 / _ _ \ \\I I 1 „/' 'II I t `` ) \I I I , / I/ / / / -'- - \ I
\. \\ \ \ . \ ; , / ,' ) - - - �D S ILT EENL1NG .I I ,I I I ( 1 > I 1 I ' / . - _ - - - -- - - \ \ I K-x-x-x-x GiILT � t
t ` ` ` \ \ - 1/ -& \ , \ \ \ \ \ I ' I 1 1 I ' `I I I ( ! 1 / I / _ - - '
----' I 1 \, I /' ,' l I �✓� /�'_--___--___ \ 1 \ \ \` \� `�%I III , 11 ! 1 I I I I , 1 , IZ 1 //.-__--__-___-_- \\ \\. \� y TENIF 1'i2'� _171i"i
_% , ; / ) / / , , 'I' / \ \ \ \\ 1 II\\ `I I / I I I I I 1 I I It ( I C I ' I
/�.- ,' J I , I ,' / I / / ) / �I \ \ \ I ., ,\'� 1�`, f1 I i1 I I I I 1 1 \ I I / \ I
% -- - / / / ' )I _ - IN \ \` \\ I' 11 I! I I I I ( I : 1 ( LIMED GF{fWUEI ' F-Llf ISIJUMBE2ED
/,' \ \ \\`I\,`;! ;'i1 I'l,C I I , E. BURT ; _� --- D-1—..�a�e�NolE�.Low
I' I \
3 • / 1I , , ,' I / I I 11 / I \ \ I 1 I 1 i I \ I \ \ I , I\ I III 1 I I I l J I r1 \ x � \ 1 \ 1 1 �JtJ4 r cor �DIWE� I TIYP -
J I \ W AT crew Ki IVL T15
\ PROPOSED I \ I; .' I I I' I I I I I I I 1 N, \ ( e c)
I I I I I - -,\ I i `FRESH WATER ( ` I, ',1 II? ,'I, �' I I I I I / ' 1 \ � \ \ \ I O
\I I ', \ 1 � I I I I.-- \ \ I \ I r', ` 1 I ' \ I I I' 1 I I r\ \ I �� PaoFboED G-!L\/I;RT - SEC q
1 \ I I ' I \I I- \ _ - ` _ I. -\ \ \ \I I POND / I , , . \ \ \ \ ` ` I \ 1 1 1 I I I I I \ , \ \ \ \ \ 1 F� OUTLET PWrEr_TLw1 AND
IN
2 \ `, \\ \ \ / I ' - - - 1 - - - `') I \I I \I I , , , ', \ \ \ \ \ 1\ `\\`—\;'\\`I .`�\\ 1 \ - \ \ \ \\ \. I 1 \\ III
\\ \ \ \ \\ / _ _ _ GIiL`/EQT h17iI N(a
\\`t \\ \\ 11 ___------ _--- - `\\-I , l I I I I \ I \ \\ \ \ \ I, - .f.,\; `1 .\`. \.♦ `.\ \ \ \ \ \ \ \ \ \ \ `425 ! pLJC'�eG. ,C>LV-(14* CO. /a,E210.1.
\\;\\ 1 I ' _ -' _ _ - ,• //) , i,', ///' I, 'I ' \ I I\ \\.` , II I, I\',\ -i Ill/I \`� , \\\I.ia RXW CwK nw-, I I \ )\\ \\ \. \ \ \ \\ \\- 425 stteeT5 O(.S(s.o4, .Os j(.A7 .04)
_ _ ® 4L I, \ \ \ -pttOR�ED CGv-rrou2
\ I I �,•,'/ /, I \ II \, 1 \1�. \' __-1 I \ uhr -7IV BECK b4t•'l��O 11 ,JAT� F0uwD&,e, LINE
/ \'-' ) I \
I i \ - - / i / / I I I. J / I I 1 II \ l \ \\ Il -7 I ® \ \ ',
/ \` rrl\ -- --\ / // ,', / SCRAP METAL �� -',�\ t )/I 1 I 1 \ \ \ \ \\ \ \
\ �� \ . 1r I ,' . , - ; - ' , I / i STORAGE I I - -,ill I \ \ \ \ \ I \
1 r \\ <I I -- '/ - / �' l-'/ / \ - I ' '_ _ _ \ d\ \I \ \ \\ \\ \ \� \ \ , 111111111111111111 hIT
•` ', ; / ' / \ I \ I 1 \ \ \ \ \ \ \ \ \ \ \ LIMITS C/ zouy vlta�,es�
/ / \ / \ I I I ' \ I l iw \ \ 'I \ \ \ \ \ IN \ \ I \ \ 1 I >
I \ \ \� \\ , / / ' // / I I - _ \ / \ \ \ , _ \ \,•\ o \ \ \ \ \ �./ \ \ 1 I \ I\ \ ( I 1 --'i (TEt'IF�F1"�'� DI\A�2,61p{-I DITCH�DIKE
\ \ .\\ _ _ ,'/-) ,' 1 ,%/ I I /' PERMANENT I \- -, ' \ _. \ 1i , I \N\\\\� \1\`N\\\�\ \\\ \ \ \ \\ \ \ /
�\ I SEDIMENT ) SEDIMENT I - - - r ,' /� ,I ( . , \� \ \ - - / \ \ \ N, \ \ , AhP1{r°i_T PA\vED Qa6
IP
- < I I , 1 I \ - - - / I \ ' � III , I , / \ \, \\ \\ \ \\ \ `, � \ \ ,\ \ \ I \ G2U511ED STDUE PavgD RlYkD
I I \ - 1 ' , I , , I BASIN STORAGE - - - - \ I I I I / \ \\\ \ \ \ \ 1 1 /
- I .1\ .( \` I I , Y _ - \ _ _ - \ \ I \ \ \ `\ \ \ \ \ \ E CEj41L 1IUNt'�R IUDICAjED lV 51
\� \ + 2.2 ACRES ® +4 ACRES - I / I; ' / 1'\ u6EY1H�CKtK \ \ \\ \ \ \ i I / O
\_\' EMERGENCY' \\ I 11 (CLEAR AS` I I , , ,� .� , AT-7W 0-c II -\ 10 \ �I. I \ \\I, \\\ \\\\ \ \\ / TASLFiEQ1LiS� sP6GIFILhT10U
' SPILLWAY \ \I_ _ _ -''i I NECESSARY)\ \ 1 Y
i / \ J , ' \ }-- I ' \ ,/ , I/// / _ �N - \\\\\-\\ \ �\ \ \\ 11 I \ \ \\ _ \� I I l DFYAL ViYJI'..ItT FOC �..IJ�
I I I �\ 8 _ - `� -�i,"\ , ' \ - - _ - - - - - - - - \ ` 1 , ' I I 1 1, I , ✓' - / / ' � -� a'L)i cuw�RT'P4 _ \ - - 1 \ I I I I \ \ ` \ \ � <\ I / \I I � Izocv_ oi_mzLJPI�IP.lerS
'(' CLEARING LIMITS -- - - - --'' %' I / // Wes. - - \ I�1 1 I I 1 \ \\ I ' I
/ , I / -Lk! \ l I l I I 1 \ \ _ _ -� / J Cores
II � _----- - '�;' !/ l JI r DIVERSION DITCH _ _ _ 3jr \ I I,-\ IiT / / / / 11 , l \ \ \�- -�\ I-J\\ // 1 I
F I. All al n shall comply with the Sign Ordinance Section I-
\ I - 1 �- _ _ _ I I \ , • - - , 1/- / / / , \ \ \ � 2 I 'of Slim' Wake Count Ordinances.
' 11 \-21
\ \\-�-' `�•ja�/jam 1117'- \�-''i - -_ - ,'','/ , I 1 \I. I� \ ' // I - :E \ II /-\ - /.� / -/' / 1 �\ qZr \` 11 \ I I Y
\ V - - \_--_- -- ' {t--E-- r ` ,FUTURES , L 11' -- �.g ' / 1 I \\ \ -� \ \ \ 2. Parking provided will meet requirements of Section i-i-2g(g)(b)
\ _/ - ` -�-� -. - - _ _1 (` ,' '' \ I / i / 3 / / \ \ \ \ \ of the Wake County Zoning Ordinances.
1 , ' \.,.�'\ - - - - I � OFFICE \ I / Jkl \ \ \ \ \ \ ) 1 \
I /, /( , ),_ • _ _- _ SE>O`' �"- YYY ,'. F\� - -- GUL\/�itl 5 ,I / / / \ \----`\\ - \` / \ 3, All Flood limit inrormation obtained from the *National Flood
,
-ZEDW
/ / ) ', , _ _ 7 ,a •'�� v� 'A \ I / I/ \\\ \ \ -- \\ram /- '-�� � , \ Insurance Program, Flood Boundary and Floodway Map, Wake
l -T
\ i , ,' ' - / „ , • , / - - _-.__� _1 __ I -\ \ - —�_ II County, 7032E Carolina (unincorporated areas), Community Panel
/ 1 , / , / - _ _ _._1_ _ 'r, Cumber
\ I .' / 1, ,, i /� I , I A _!.._A_-\"'-lt-' -\. I_. I `_. I \ --_ _ _ \ 37036g °250 •A".
I I, I I , / ' . - - � ±5 ACRES (_- " _vp`'I 1.- _ \ \\� \\ \ ; \ ,,", --` - N\1_ _ \. \ b. No permanent construction can occur within buffer yard with
1:I a! �' - - \ - � -� ` -� Z _ _ . - \ the exception of 'necessary road access.
\ " I ,' � / / STOCKPILE - \ \N`,�\ \ \ � _ �- --_ \1
- \ - - - - - - - \ - 5. Nonwooded areas within the Wake Count
f \ , \ , 1 ' - : rr \ \ \ \ ` 2«� 41���T(<m \ \ <� I-- be unmoved and encouraged to revert to native vegetation,
1 ' - AREA - - 15 I1 _ ` y zo, Buffer Cure shall
\ - \ \ ar 751 ao.d \ \\ ,_ \� - 8 g
\ 1 \ \ \ 1 , 1, rt - _ , ' / \ • -- - _ _ _ _ \ ` \ \ Additionally, to meet the Intermittent visual obstruction re-
, \ \ \ ` 1 1 J , I ) - - \ \� - \\ \ \ /' \ 7 - - - ` - ` \ xulremen C, Cu tessoc aria le landli will De lasted at the
\ \ \ \ I I \ ' I �r F-'S£E NOTE 5 - ' , 1 1 - �' _- _ l \ \\ \,// / \ - _ - _ _ _ \ \ \ \ \ \ \ \ ` rate of 3 10-ga p enca per 1 ,near tact of nonvoodea
�\ \\ ` \\ \ \\'\\ f 1 1 11 i ' /�'' '/ O ' / �/_ / / - \II, \ \\\\ / W ELE \ -- -.- -\\ \I\ \ \\ \\ ,\ I, \ \I \\ hotter. (AcOroxlmatm ultlmce sties, = 50 feet)
\\, \ \ \ •\ \ \ `1 ( I 1 I , / / _ M`�' 4-: / I g _ Yl QO I I I \ \ I, \ ` - \\- l 3846 \. \ \ \ \ 1 \ 6. Lined channels along the entrance road will be unlined and
,(\ \ \ I ' , t ' y I /� , \ L •1 \ \ \ EXISTING 1 WE .,r_) ��`} ", \ 1 I \ act as Diversion ditches during construction, then be reshaped
\Y \ `\ \ \ , 1 I I r / .p ' / r- , ' I ) / - _ \ \I, •\ II \ \ �- \ \ 386./_ - - -_ i i / and lined as shown In dotal is b and as as road construction
G I \ \ I I I I I I I I I y ,� J - \ I \\\ \\ FARM POND ' i i'- - --- \ I /I / - la completed.
r I j - \ \J \. \ \ - \ \ 1 i- - \ 1 \
\�1 I \ I \ 1 I y , 1 1 I I 1 r - I - - '18 \ \ \ \� y \ \ \ / ` %, ___-_/ - - - \ 7. Two below grade cattle crossings will be located to conform
"\ I ✓100 YR. 1 II \ Ill I \ \\ ` 1 I y - _ \ �� rS \ \ \ \ \ \ J / j j / i_ /' - - -- / // \ with topography and continuing farm oceratlon.
I \ I FLOOD 1 / ` \ \ \I \ \ L N j AREA- \ ` < WAKE COUNTY \ \ \ \ \ % / / // -- - '/ ,` __ ) / / a b. Inspection and maintenance of temporary sediment traps and
I I / / f I/\ \ \ \ - -- - ` Q \ \ I, \ \ / / / - / / i
\ \ _ _ \ _ - - - - / / \ temporary diversions shall take place monthly and after each
I LIMIT \ 9 _-\ _--' \ I9 ', } TYPE A SCREENING: \ \ \ / / / /� / - �f / rainfall event. Accost fated ,edimev t, ,tad debt is shall bo
I ,' / / l') I I , ` \ \ f\ - - _ _ _ / 1 \ `` \ \ \ \ / / / /// // - / removed and any necessary stone replacement made at these
` a / I j / / 1 I \ e\ \-- I ' , ' \ \ I w EXISTING TOPOGRAPHY \ \ \ / / I / - / / / Clmes. Structures shall be reshaped ns necessary to anal nta in
1 I the deal n volume, cans-,ectl one and slo
/ ' / I i I\ 1 I�\\\ _ `�` - - -- --- -- - - -' I I / I I� \\FULFILLS OPACITY \ \ \SIN \ \\ / II ------ ,` S'P \ Pa.
\\ \ ' i \ ` \ --- \ - „I ',' /' 1\ M REQUIREMENT \ \ \\ \`/ / l - //
\ 11 / I I/- `\ \\ 1 1 ,--,\ .- - / ,I' \� � I \`SUPPLEMENTAL PLANTING\\ r`\\ \/ \\ /'� 11 /� \\
I, I j SETTLING POND FOR - - _ /' ' / I' I _ - -\ WILL BE DONE TO 1
\ 1
\ \ I � 'I I I I I �� SURGE PILE AND ' - -_ � - - - ' I, , ' I - - \\ i \ � \ - - VISOUVALEOBSTRU CTIONST \ \ r/ // E. BURT
I \\' `\ I 1 , \ \ PRIMARY CRUSHER - - _ - - -
\ \\ \ H --- 1j "I Ip�ll III IIIIIIIIxI011llll-- H 11i 14- - . SEE 'NOTE 9 \ I, ( /
1500 YR. \ `� \ \ \ \ \ . - ' i \ ik- = ' X, / / ' - - _ , -7 \ \ I -
FLOOD I - \ \\ \ I INLET-♦ � - 4-''E' -- - - - - III
_� FLOOD \ \ \ \ - - - - -\ \ � PIPE - 15 ; - SECIMENT TRAP � - - - �\ _ - \ \ \ �\ � \ ' - I
LIMIT o e . \ ---- -- ---- \ \.
/5 .�,,. -(TYPICAL) \ m -�'.
--/ ra ` \� `I /' I ------ - - -i"' \ \ SEE NOTE 5 y (_ ✓,__---924
/ ---�_ i as�—__ \`1O c ICATio ;` , --f-- 8.5 ACRES_ --____ 7\' `\ \ - _ ; —\
k {
` \ \\ PDND` - / ,I I` \\ \ \ \ \ � "I '. = \ .se6\e, 1la) 5o''E� �`+, . —� '\ \\
___--- ,`/�- \`.y ,_; - I\ � \`\INITIAL PIT OPEN NG-_---- = '\ -\ �— / / 1,
\ I\ ` / Op- -_- - \ ,J, 1`' I \\ �\ \ `�C "11_111 �_-' - _4\\ Ip 1111 IHIIIIII 111�110111111 a 4 65 --// /
\ 1 / /;' /' '- - - - - - \ l 16 - Ems: ��-- = > — n�4-- F-` e- , ( Am _ - \ EXISTING / /
\ I1 i/ / i / ,' --- _ �\-' =_ H IIkIIH11H1HH11J11111111k11111H1 1 �IIII�II�(Illlfl ` `�; ----�\ f - \-- -- \ FARM POND / /
l \a II� 'I/' / ' l I /' �- -\\I\ / ,/ - - - -- a - _ - -- \- -- -_- _m 1\ t\ _- ICI /
5" b?A �1-'��O S "tun &1n�
SR 1123
/ / / _ _ _ _ _ ` L_�I.
1 / S�II I / / I I I \` \\\ \ I I 1 ♦'--\\__�' --"_� _ _ \\ fir- 1
I / -` I/ , / / / / I ' / I �_ `.�``\\\I /I,1I 'i'-_ `4 _ -_I_� - ---__- __, ___-_ -____ \\`\ --` -_- 0. /'/K / / \ I /f
I I I / �/ 1 1 1 / / 1 ' , I \\ \ `�`- \ I\:\ 1 1 , 1 1 ,♦ y__ \- __ - --__ _ _ m ``\ -\ .\ - y / \ 1 /
/ ' I,� \ / 1 , _ `�\ ` ` I I L _ _vim_ --__ _ _ m asse _ \\ \� _GLv 1 / \ /
1v I \ - - - - - - - - - I r I \ \\ _6
lr�
FT TUTOR j,,-- i I I'l,'' 1 ' / 1 — 11.5_ ACRES - - -___ --lll'l�'L p 1 ;
,' , v vA I vt 1' )I'll, Z I - - / I
C7 e
E] --
VICINITY MAP
1\
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MINE MAP
``
200 0 200
100 100 300
SCALE I = 200
5 CONTOUR INTERVAL (WITHIN PROPERTY
LINES AND AROUND ENTRANCE ROAD)
Sediment and Erosion Control Plan
LWw., -. -_ - - (
4 ram MA OMIT lJL.T.l,* , Ayn ,wn LITTLE � LITTLE
ram-�va S/ 4gy jAPv 6iLTp=} W_,F_
",V05GPEA ACHITECTUREIPLANNINC
GO BOX 1448 AALEIGH NOetHCANLIAA 27601
9191921.560
MARTIN MARIETTA AGGREGATES
Fuqu.qvQuarry
WAKE -COUNTY - N ORTH-CAROL I NA
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1152 HOLLY O
SPRINGS
/ 1115
S Fib 1112 FUOUAYIs-- -�
VARINA
IIIO
BUCKHOPN I
REEK 1123 i I
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1
/122 -^I t
\\ 1120 4 `-
TT f' r SITE
�qkF
NQR�0
IV
SCALE I"= 2 MILES
---- �` __ -- M VICINITY MAP
�0 SEDIMENT TRAP
(TYPICAL)--'
R'w \ \
/ V / \ / \ \ \ / \\
mam
.016
I t o BUFFER YARD
'_---;1,.\
r - �-- , LEGEND
PROPOSEDVo
- - - /'-
\ 1 ` \I I ( \� -'III 1 --- \ . -, + ); ' ,I 1 f) FRESH 'WATER 1 _ - _ _ � 0 TEMPORARY SEDIMENT BASINS
POND
DITCH LINE
SILT FENCING' . I , l`_ , I ( / 1
E. BURT LAKE EDGE
It
FLOOD LIMIT
\ ` I I
t `♦\ `\/' `, ', I I ;1/ \ \ I i111 �iiiiiiii." EXPANSION LIMITS
,
-�� � � LIMIT OF SITE PLAN
PLEASE SEE SHEETS 2 AND 3 FOR ENTRANCE ROAD ALIGNMENT GRADING
DRAINAGE AND SEDIMENT 5 EROSION CONTROL PLANS,
it 1���,.111 „ \�' \ X SILT FENCE
It
DIVERSION DITCH
I \ - - ' _ - \ / / / SCRAP METAL I \ I ' ' l 1 \ \
\\STORAGE
\ \ RIP RAP
1 '
` \�, '- /'' // / \ I " \ \ FLARED END SECTIONO9
',' /� ,' \ - SEDIMENT, �/ \ ; `-' E, It O SEE DETAIL NUMBER INDICATED
\ f\ \\ -''/\ '' ''j/' 1 / \--- ---STORAGE I ' I `-
\ 1 +4ACRES'\ , `'---\ \ I I I I IW, / I �, \ `
_ \ < I 1 I 1 PERMANENT _ _ _ _ I I \\`', \ \ ` OO 1 ROCK OUTCROPPINGS
\ - r - \ ` I j ,' _ \ \ \ END ASPHALT PAVEMENT 2 3
1 SEDIMENT _ - ' ' --- - \
\ \� \ BASINI` _, 1 1"r\\ \\ \� \\\ \ BEGIN CRUSHED STONE
\ \ \/ EMERGENCY ± 2.2 ACRES \ - -` I / / - r \ \ -'1 \ PAVEMENT
\ SPILLWAY / i ` '
\ • .� �_ _ - --(_CLEAR AS \\
\\ ( I ® ` NECESSARY) ; I ✓,' ;'/''/' r ' \ \\`` \ \ I I
\ -- ---, / `'\ III f1
--CLEARING LIMITS, - - "'' ' i ' ' 1/ ll �,,-, ', / _--1\ \\ ` '-, -'" / I 1 ', 11 \ ` `._ -__ ``, tic /
DIVERSION DITCH 5 I-- r 1 I - , ,v�(�
it
O' -T�. \ \�\\--�\\ t I - /'/ ' ' CONSTRUCTION ENTRANCE lO
I ' `. \. r\ --\ \ DRIVEWAY CONNECTION WILL
r d oa -� - - - -- �-- - _= - E -� Qs.�\,' ,_� \` I \\ /,f\ `\ ` \ \ CONFORM TO NCDOT STANDARDS
FUTURE
9 '.
A ACRES'
CRES
1 `1' \
STOCKPILE - \\ / \ __-_\ \ \ - �- x_ I, t /
AREA _ __ ' x,J.' \ \ \\ - (-' �\
/YJJ 'E-SEE NOTE-O" // - �' < / �- `__ \ \\\� \ ��. A`.WL,
i\1 1 1VL...' ©_ ,t'. / / t \�\� \\ / W.ELE 1y4I I }y/ 7,!`.,` iI\384.6I _
\\\ E. BURT \\`, O\I �� / '' y' ^ ', c / " 1, /' i' j J '. _\ \. (\\ i \\ \\\.�\\\\\\\'\ EXiS IPOND Y �864 �_\�'''' ENTRANSEE NOTECE SIS SHEET
\ \ \
100 YR. \' \ 1 y --_, ,--_ ` \ \ Ld AKE COUNTY `\ \ //' / DIVERSION DITCHES 5 DURING ROAD CONSTRUC-
11 FLOOD j `\ \\\\ \ PLANT AREA _ --\ \ �wI TYPE A SCRLE€N1vG:\ \\ \ \\ '� /
\ LINED CHANNELS UPON ROAD COMPLETION
LIMIT �\ \ \ , \ w \ /
� EXISTING TOPOGRAPHY
500 YR. LFILLS OPAC11 X \ \ \ I
FLOOD ' 1 I \ - - - R - _ - - - / I \ REabIIRE MENT
LIMIT ( I\ ` \\ as_--' "_ i \ 1\ 'SUPPLtMENTAL PLAt7TINO
\/dil L BE --DONE TO \
50
-RE300DE INTERMITTEI4T ` � \`
R
SETTLING POND FOR _ _ -
\ \ I I'SURGE PILE AND -� ;','. \ - _ \\\ \ �\\ VISUAL OBSTRUC\TLON�
1 \ I I PRIMARY CRUSHER10
E DOTE 5 BEdQyK/ \ \ \
INLET.._
,PIPE
±8.5 ACRES
10^PIT _ \ `I\\ \ \\ \\ \� ��... \\
, CLARIFICATIO J \\ E �NOTE`5 BELCIW a !r. \
?O/ND"'< 4 ; \ INITIAL PIT OPENING, -- — ` \
Itll ,
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\ o_ _- I .♦. �� 1 1 T-,�---_— �— EXIST416.5
ING
S4165
TING
`-*�°y�ls�y`�ri� i�i iii�/�ii i i�riiiiiiiiili \ _ - - FAR PO //
Jill
FT TUTOR
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I / I\ ' I 1 \�1 I i -_- , ILL I /1
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E. BURT \ w\ V� �_: \
)-Z ' ' I'1' ``1 �' 1 w (PROJECTED,, IOYR. PIT EXPANSION/
w / / I . I 1' , iiriiii i�iiitiiiiiiiiiri 1 I
--- I / tL l' / I I ' i' .41 \ \ SEE NOTE 5 BELOW
j ``
\ \ mi_ - /' ` I 1 ` \ \ 11� 1`I _.\,', �\ `` \ �� \ //' \ \ �\ \ 1 \\ WELE.
-- ) % -�——-----It ► 'I\�:� z'�; ;:'`; PIT- EXPANSION AREA;
sod _ \
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If
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BELOW
\ SEE NOTE
A J. C. ADCOCK; \ I
11 1\ ,. `t1. �- \ \ 111IIf ,',' - _ \ , II'I / i I I 1 //-� \ \_-_-` \ / /
It u
111I-
Ease Sam
�r —
D.R.STEPHENS
R 40--
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--- , / A.C. HOBBY
\�\\ ` YGRO \\\ / Ile
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If V
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\\ J H.0 0 CONNELL i
I -�l. All signs shall comply With the sign ordinance
" I �� , ' Section 1-1-21 of the Wake County Ordinances. -
r I
Parking provided will meet requirements of Section
-1 1-1-28(A)(4) of the Wake County Zoning Ordinances.
\J / \ all flood limit information obtained from the
/ \ "National Flood insurance Program, Flood Boundary
d
I / I and Floodway Map, Wake County, North Carolina
(unincorporated areas), Community Panel Number
3/0368 0250 "A"
No permanent construction can occur within buffer yard
\ / 1 with the exception of necessary road access.
OI 5. N.puroded areas within the Wake County 50' Buffer Yard
hq�F COV\It t \ shall be unmoved and encouraged to revert to native vegetation.
/ r/�� I ' Additionally, to meet the intermittent visual obstructi, :,
r \\ 11 \- / requirement, Cupressocyparis,levlandif will be planted at the
T ^\ \ rate of 3 10-gal. plants per 100 linear feet of nonwooded
buffer. (Approximate ultimate height - 50 feet)
ANT \ \
)' \ It
\
\ I /
200 0 200
100 100 300
SCALE 1 = 200
5 CONTOUR INTERVAL (WITHIN PROPERTY LINESAND AROUND ENTRANCE ROAD)
-II
r-
., Renew NCDDT driveway
permit if necessary.
-; Install all temporary sediment and erosion control devices and
the ditches along the entrance road chat will function as di-
versions during road construction. Clear only the areas neces-
sary to permit temporary device Installation.
'J Call the NCDNRCD, Division of Land Resources, Raleigh regional
office (733-2316) to notify the Regional Engineer that con-
Scruction is about to begin.
-1 Proceed with clearing and construction of entrance road, per-
manent sediment basin, pit clarification pond and plant area
filling as overburden removal provides suffic feet fill material.
5) Maintain all sediment and erosion control devices throughout
the construction period.
6) Stabilize site as each area Ss brought to finish grade with
paving, vegetation, ditch linings, etc.
After each area is stabilized, remove tempo rary, diversions,
silt fences, sediment basins, etc. Grade resultant bare area,,
and seed, line or pave to stabilize. Any remaining permanent
erosion control devices (I.... velocity dissipators) muse be
in place.
-1TE: Proposed freshwater pond dam construction plans are to be
drawn up according to North Carolina Administrative Code,
Title 15, Subchapcor 2K, Dam Safes. by others. The sed-
iment and erosion control devices shown in that dam area m
may be upgraded to comply with the Code.
Seem Ml: >
I
v.. Srol spread topsoil three (3) inches
lders, Side ditches, Slopes
d I - it .,Winona, If available.
'
Rip Elie eu[jte, to six (6) inches depth
1.
Remo,. all loose rock, r eta and .,her obE,n E,icnS leaving
Oair'
'1')'Le
planting Hate
Iodate reasonably smooth and uniform.
Aug l5
- Nor
Tnil Fe:acue
J00
]ba./ecru
4.
Apply agricultural lime, fertilizer and suPerpbosphate
ntfonmly and mix with soil (See gel ow•).
Nov 1
- Mar I
Tall Fescue A
300
lbs./ace
1.
on trout tillage our" a well -pulverized, firm, reasonably
Abruzzi Rye
25
lbs./our
uniform seedbed is prepared four to six inches deep-
E.
Seed prepared areas with KY-31 Fescue at a rate of,230 lbs.
Mar I
- Apr 15
Tall Fescue
300
lbs./au•
of need per acre.
Apr IS
- Jun 30
Hulled common Be rmudagrass
25
Lbs./ace
7.
Lightly disco rake seed into the cop one inch of the
prepared seedbed.
July I
- Aug 15
Tall Fescac and
120
lbs./acre
S.
Mulch immediately after seedin and anchor mulch (See gale.-).
millet or
-A-Scr,hu
35
lbs./ecrc
1.Inspect
all seeded ar as and make necessary' repair. or
e
-
'•*orghumSudan hybrids
30
lbs./act.
resaedinga within the p laming s aeon, if po.sible. If stand
should be ov11 602 damaged, r estz Slash following original
I far. fertilizer and seeding races.
Slopes (3:1 to 2:1)
10.
Censvlr Conservation lnspector an maintenance treatment and
fertiltz art.. after pe rune.[ cover is established.
Mar I
- June I
Sericea lespedeza (scai£ied) and
50
Ibs./acre
ll.
Obtain soils teat ais months after planting and fertilize
(Mar L
- Apr I$)
Add Tall Fescue
120
lbs./au.
accord ingly-
(Far I
- June 30)
Or Add Weeping ese
l0
lbs
./acre
a
Apply: Agricultural Limestone - 2 cons/acre (3 cons/acre in clay so111)
(Mar i
- Jyne 30)
(Ir Add Nulled common Bermodag rass
25
lbs./act
Fercllirer - 1,000 lbs./acre - 10-10-30
Superphosphate - 500 lbs./acre - 20% analysis
Jun I
- Se, I
1--Ta11 Fescue and
120
165./act.
Mulch - 2 tons/acre - small grain at...
•aa Browntop millet or
35
lbs./aan
Anchor - Asphalt Emulsion @ 300 gallons/acre
-a ASprghum-Sudan hybrids
30
lbs./acre
IIOTf: Fescue Is to be planted only between the following datea:
Sept I
- Mar I
Scricea lespedeza (unhulled-
20
lbs./ac
r.
Se D [ember 15 - November 15
unscarified)
February 15 - April 15
and Tall Fescue
50
lbs./act•'
(Nov 1
- Mar I)
Add Abruzzi Rye
25
lbs./acre
the above dates,
tf seeding is not completed dire
stabilized
all areas to be sbe seeded shall with stray
mulch and/or an annual grain crop until the planting
110-150 Ibs./ac.)
***Temporary K P
- Reseed according too optimum season for desired
permanent
dates are in effect. ("Abruzzi" Rye @
vegetation. Do
not allow temporary cover to grow over
12" in
height
before mowing,
ocher,,ise fescue may be shaded out.
,,WAR 12 1967
Sheet MARTIN MARIETTA AGGREGATES Date. 'S Ma/a?
MINE MAP LITTLE � LITTLE S MareL, /997-reyi!5Pd
1
Sediment and Erosion Control Plan
FuquAv LANDSCAPE ARCHITECTURE/PLANNING
of Three P.O. BOX 1446 RAL E/GH,NORTH CAROL/NA 17602
WAKE NORTH•CAROLI NA 9191821-5645
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Sheet ENTRANCE ROAD:
2 Plan and Profile, Grading,
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LA,VDSCAPE ARCHITECT URE,' PL: LV.V/.\'G
PO. BOX 1448 RALEIGII.,VORTH C,-f ROLI.\}4 2-602
91918215645
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Sheet ENTRANCE ROAD:
3 Plan and Profile, Grading,
of Three Sediment and Erosion Control Plan
LITTLE & LITTLE
LAND.SCAPEARCHITECTUREi PLA,Vh2,VG
PO. BOX 14 i8 RALE/GH. NORTH CAROLINA 27 02
9191821-5645
Date ,; r
3/ Mee h �198- - rnvlaed
C

DEPARTMENT OF NATURAL RESOURCSES 6 COMMUNITY DEVELOPMENT
LAND RESOURCES DIVISION
LAND QUALITY SECTION
TELEPHONE LOG
Sheet
Date A30
—T County W , I /
e—
Call received Call placed t/
1. Project: cI*&- �-Uriod-ci Q
2. Conversation with: e-✓a-Qe 3. Content of conversation:
-'� �&vL�Y'T1�//+1n.C?7t- c9--V,i Q�^'L(¢-✓ /� Cc�,rtl�(� -�7T�y� '�G�I+�Cd/��/(C�n..���/
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CS o 6(4r par G-U°C CNli o� to � v4ACt,0s oL, C_ WeA-(t,�
yto i�41hl u �d.
Filled by: /

CreVised 373/87�
FUQUAY QUARRY
MARTIN MARIETTA
AGGREGATES
PREPARED BY:
LITTLE & LITTLE
LANOSU PE A RCHIT EOOR £I PLANNING
P.O. BOX IIIB RALEIGH. NORTH UROLINA 17602
91918I1-5645
SITE DATA • SCHEDULES- SPECIFICATIONS • DETAILS
i

TABLE OF CONTENTS
SHEET TITLES PAGE
Site Data, Notes, Construction Sequence.....................1
Seeding Schedule, Seeding Specifications ....................2
Temporary Construction Entrance .............................3
24' Roadway with Ditch (Asphalt Paved)......................4
24' Roadway with Ditch (Crushed Stone Paving)...............5
Lined Channel...............................................6
Diversion Dike/Ditch........................................7
SiltFence..................................................8
Temporary Sediment Traps....................................9
Sediment Basin with Riser..................................'10
Emergency Spillway with Trapezoidal Channel................11
Anti -Seep Collar...........................................12
Perforated Riser with Anti -Vortex Device and Trash Rack .... 13
Permanent Sediment Basin...................................14
Permanent Sediment Basin Calculations ...................... 15a,b
Flared End Section.........................................16
Settling Pond and Pit Clarification Pond...................17
Settling Pond and Pit Clarification Pond Calculations ...... 18
Site Soils.................................................19
DETAIL NO.
1
2
3
4
5
6
7
8a
8b
8c
8d
8e
9
10
Rock Check Dams...........................................20 11

L
SITE DATA
1. ACREAGE ....................................... 215 ACRES
ZONING ........................................ R-40, R-80
TAX MAP NUMBERS ............................... 849,850,862 .
IMPERVIOUS AREA (roads and office) ............ 1.89 ACRES or 17.
NUMBER OF EMPLOYEES ........................... 15 EMPLOYEES
PEAK TRAFFIC VOLUME .................................. 50 trucks/day
NOTE:
1. All signs shall comply with the sign ordinance
Section 1-1-21 of the !Jake County Ordinances.
2. Parking provided will meet requirements of Section
1-1-28(A)(4) of the [Jake County Zoning Ordinances.
3. All flood limit information obtained from the
"National Flood Insurance Program, Flood Boundary
and Floodway Map, Wake County, North Carolina
(unincorporated areas), Community Panel Number
370368 0250 "A"
4. No permanent construction can occur within buffer yard
with the exception of necessary road access.
5. Nonwooded areas within the Wake County 50' Buffer Yard
shall be unmoved and encouraged to revert to native vegetation.
Additionally, to meet the intermittent visual obstruction
requirement. Cupressocyparis leylandii will be planted at the -
rate of 3 10-gal. plants per 100 linear feet of nonwooded
buffer. (Approximate ultimate height - 50 feet)
CONSTRUCTION SEQUENCE
1 ., - ..-. - -- _ _ _ Renew NCDOT driveway
,1 permit if necessary.
2) Install all temporary sediment and erosion control devices and
the ditches along the entrance road that will function as di-
versions during road construction. Clear only the areas neces-
sary to permit temporary device installation.
3) Call the NCDNRCD, Division of Land Resources, Raleigh regional
office (733-2314) to notify the Regional Engineer chat con-
struction is about to begin.
4) Proceed with clearing and construction of entrance road, per-
manent sediment basin, pit clarification pond and plant area
filling as overburden removal provides sufficient fill material.
5) Maintain all sediment and erosion control devices throughout
the construction period.
6) Stabilize site as each area is brought to finish grade with
paving, vegetation, ditch linings, etc.
7) After each area is stabilized, remove temporary diversions,
silt fences, sediment basins, etc. Grade resultant bare areas
and seed, line or pave to stabilize. Any remaining permanent
erosion control devices (i.e_, velocity dissipacors) must be
in place.
NOTE: Proposed freshwater pond dam construction plans are to be
drawn up according to North Carolina Administrative Code,
Title 15, Subchapter 2K, Dam Safety, by others. The sed-
iment and erosion control devices shown in that dam area may
may be upgraded to comply with the Code.

SEEDING SCHEDULE
Shoulders. Side ditches, Slopes (Max.3:1)
D DaceType plan bRare
ls.
Aug 15 - Nov i Tall Fescue 300 h/aere
Nov l - Mar l Tall Fescue S 300 lbs./acre
Abruzzi Rye 25 lbs./acre
Mar 1 - Apr 15 Tall Fescue 300 lbs./acre
Apr 15 - Jun 30 Hulled comvon�Bermudagrass 25 lbs./acre
July 1 - Aug 15 Tall Fescue and 120 lbs./acre
*•*Browncop millec or 35 lbs./acre
*•*Sorghum -Sudan hybrids 30 lbs./acre
Slopes (3:1 to 2:1)
Mar 1 - June I Sericea lespedeza (scaiffed) and 50 lbs./acre
(Mar 1 - Apr 15) Add Tall Fescue 120 lbs./acre
(Mar 1 - June 30) Or Add Weeping lovegrass 10 lbs./acre
(Mar L - June 30) Or Add Hulled common Bermudagrass 25 lbs./acre
Jun 1 - Sep 1 ***Tall Fescue and 120 lbs./acre
***Browncop millet or 35 lbs./acre
***Sorghum -Sudan hybrids 30 lbs./acre
Sept 1 - Mar 1 Sericea lespedeza (unhulled- 70 lbs./acre
unscarified)
and Tall Fescue 50 lbs./acre
(Nov 1 - Mar 1) Add Abruzzi Rye 25 lbs./acre
***Temporary - Reseed according to optimum season for desired permanenc
vegetation. Do not allow temporary cover to grow over 12" in height
before moving, otherwise fescue may be shaded out.
SEEDING SPECIFICATIONS
1.
Chisel compacted areas and spread topsoil three (3) inches
deep over adverse soil condlcions, if available.
2.
Rip the entire area to six.(6) inches depth.
3.
Remove all loose rock, roots and ocher obstructions leaving
surface reasonably smooch and uniform.
<.
Apply agricultural lime, fertilizer and superphosphate
uniformly and mix with soil (See Below•).
S.
Continue tillage until a well -pulverized, firm, reasonably
uniform seedbed is prepared four co six inches deep.
6.
Seed prepared areas with KY-31 Fescue at a race of 250 lbs.
of geed per acre.
7.
Lightly disc or rake seed into the top one inch of the
prepared seedbed.
S.
Mulch imedistaly after seeding and anchor mulch (See Below*).
9.
Inspect all seeded areas and sake necessary repairs or
res<edings ulthin the planting season. if' possible. If stand
should be over 601 damaged, reestablish following original
lion, fertilizer and seeding rates.
10.
Comsulc Conservation Inspector on maintenance treatment and
fertilization after permanent cover is established.
11.
Obtain soils test six maths after planting and fertilize
accordingly'.
+
Apply: Agricultural LSnescone - 2 cons/acre (3 cons/acre in clay soils)
Fertilizer - 1.000 lb../acre - 10-10-10
Superphosphate - 500 lbs./acre - 20Z analysis
Mulch - 2 cons/acre - smll grain straw
Anchor - Asphalt Emulsion @ 300 gallons/acre
NOTE: Fescue is co be planted only between the following daces:
September IS - Nmvembcr 15
February IS - April 15
If seeding is nat completed during the above dates,
all areas to be seeded *hall be stabilized vich straw
ouleh and/or an annual grain crop until the planting
dates are in effect. ("Abruzzi" Rya @ 110-150 lbs./ac.)

A,5-rrl D44 & 617 E 0 1
CI"z"- 5yi° GIAtlr-lrA)
izawrt� - PE�I0D16,Tor
21;�INI1 i4rilt 2°
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
i

21'-0' TjzAVEL SURs,�
0'-o'GPus�Ev
g-o"Gevsen �-�Ii.oEe- iz_m, IZ,_o„ �tcl-li-oE� 9'-0„
a. C,zno� Poirrf e"
z�IhTiMG tge.*oe
PMM/
tq-_ �zrPLe� [Aie,5E, VM "e"
taIG. Bit -OFF- eE OUChn7e ..aKIMP COAT Al-1HE VA-"M OF ,OS AAl-.0" Abe,(sUBGrzAdE [�'oHPAe-'o 2 95y" AASIT
24' ROADWAY WITH DITCH (ASPHALT PAVED)
NO SCALE
a

exiSYir+G C-��,*oe
5UIUrAGr- COI-JrACTEW
.AAshTo neNsiTY
a"MIN Gkli1,5 L`17
24' ROADWAY WITH DITCH (CRUSHED STONE PAVING)
NO SCALE

V-SECTION
CHANNEL
,ere
Ilfl
InNn
a_C
NIOP
010
MCNNINO
V-SECTION CHANIIEL
DRAINED
p
I SLOPE - S I
AREA
HEIGH?
I SLOPE -M-1
VELOCITY
I LINING I
'N'
1
a
C naa
Llnln
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1
a
Ones
Linin
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I
Sto
Stone
1 I 0.12).0
S 0.30 O.ee 11.0
\\/ L SEE
7.0 1.0 3.0 1.00 Tall 0.09
tuna
).0 1.0 7.0 1.9 7"eia. 0.01
atone
EL
\YA-rER CQ lo)
LINED CHANNEL
NO SCALE
I
DRAINED Q
I SLOPE - I
AREA IHEIGHTI
SLOPE 'M'
VELOCITY ILIHING
'N..
i
2.3
.51
1.
.77
3•
2.
Tall
D. ,
A.6
2.9
2.60
Onm
12A
1.
.2
13'
. e
Stone
1
.1
t
Stone
I.
all
cnaa
1.
2.1
a 1
Cr...
1.II
1
3.
1.60
Tall
0.0,
Gran
jl
I
3.
t.
Tal
.2
Gram
1
1.
2.0
all
0.
c naa
F(ZEEFpAW C 1 jO-M!
H F-\/- Q,
S'�o�, LSEE c,WPE.L `_ Ul
.�-�'MPALTE� s�J�RApE
-AP RAP G++AI E:-
LSEE . � Hr- LE FOK 6-rJ E PIA• • 1110. Tor-"ESS)
Ir 6Tok PLAT> all
IPRo/IpE GgErrrEx-ri-E
(JIJpGR1-I CJ .oR NP, 4" of O57 Wv Co %OOF- 13EoPiI r_l
STot F_ F�.Epoi06, (oR &F�)TE:XTjLE LjI w)
NOTES: 1) See "V" Channel schedule above and on sheets 2 and 3 of the plans for
sizing and lining type of each numbered ditch cross-section.
2) Where lining of ditch is listed as Tall grass, velocity is low enough
to allow normal seeding according to seeding specifications on page 2
of this booklet or sheet 1 of the drawings. Where Tall grass 6 Lining
is listed, velocity is high enough to require that excelsior matting
be used to stabilize ditch while seeding Is establishing turf. Place
matting according to manufacturer's instructions (American Excelsior).

rLA66 MATERIAL. F•KO EXCAVA71ON QH
POWriHILL SIDE OF NOW
rLOW —j
117,
o z
,r
m
NOTE: DIVER FLOW Ar Cr-ST OF FILL SLOPE WNE itwe-r
FILLIt�(a c AsEs
DIVERSION DIKE / DITCH
NO SCALE
•5EEv DIKE WITFF{{ ArrKorrlArf-.
VtG,r--rA ION M(X I MMr-DIAf� ELY
FOLLWII�E� COj�ST�CrIO
J

ruz�! E4JD ---f�MEIJI72�:, of C-, lH
� 1�f`JijDLEC� Icv' -!:,9t-rloL!
of P."U"
--44 f FLOW It:'
WOi FLePCIJDIUJ��iO FEIJGE•7
4 i.l oG
0
u ��o
pnl.E
5uaFOzr oc-r
Icb' hEcrlcr`1
rIL.TM r,,!,0eIG - M12aF1 o2.24�L-
rX , worH
WFL 10 '2-1FFzer Lv-r
16+02 LPL Lw To �
(F;nr�-Maznv)
- rA�P y.triL Frz�
oa-r,l pe✓l)" lw-orKA v 'h ca,%A %x HIPAFI
E! t /IR#EIJ(E. of Ez TYFr--5 / 0;2.&QD-j
-rb f'PI'QO✓Al Pr(
SILT FENCE
NO SCALE

9
iar or MEAN
a..Ar Av-A.r ur
sues a. sriL..r
— _ Lir 1yfyyr a A_or�ravlN.ajsA— ,
\ i na00 arWGf ia2 •a s.fo
I —_—__—
S[aNE.i arMAGr Za.0 (tar�L M.asw C.rrlJTTI
ur-
N.
nNw LEVEL ar aEa'Nf.T COLLECT"
o
a Lf.. ns1...1. T.La LEVEL a AEKNEa SECTION THRU BASIN a FILTER NO SCALE
GRAVEL d RIP -RAP FILTER BASIN DETAIL
TRAP
NUMBER
ACRES
DISTURBED
REQUIRED YEARLY
SEDIMENT STORAGE
TRAP SIZE*
L W D
1
2.50
4538 c. .
80'x20'x4'
2
2.73
4955
80'x20'x4'
3
0.495
898
30'x10'x4'
4
0.495
898
30'x10'x4'
5
2.18
3957
70'x20'x4'
6
2.25
4084
70'x20'x4'
7
2.52
4574
80'x20'x4'
8
2.18
3957
70'x20'x4'
9
2.69
4882
80'x20'x4'
10
1.28
2323
50'xl5'x4'
11
0.55
998
50'xl5'x4'
12
1.19
2160
50'x15'x4'
13
1.06
1924
50'xl5'x4'
14
0.76
1379
50'xl5'x4'
15
9.26
16,807
50'x2O'x4'
16
2.43
4411
50'xl5'x4'
17
2.91
5282
50'x2O'x4'
18
1.75
3176
35'xl5'x4'
19
1.68
3049
35'xl5'x4'
PERSPECTIVE VIEW
NO SCALE
i
ROCK FILTER BERM DIMENSIONS:
Trap W TOp
width Bottom width
rock berm rock berm
10, 8' 6'
:* 15' 12' 9'
20' 16' 12'
* Based on two cleanouts/year.
** Based on six cleanouts/year (drainage to this
trap will fall into initial pit; trap position
will be moved as pit deepens and haul road is
formed).
Center of rock filter berm shall
be 6" lower than outer edges.
TEMPORARY SEDIMENT TRAP
NO SCALE

elNh,4,ffv orAcE (4eA?0, )—
Ccm-E C-eveL. FILfI�g(2'OW)
,%L� hroRoCieoo,coor•rS)—
\J6f" 1.Ev*6L
(9ro"e-So,56oK8)
I rbp CEO �ti
(LEY.=313.5
• � v'1 RI'kF 1`I •'W II�^S�IZ'O�A,-1.
gg ti' 30 11" O � • µo rIz u�ru.Y�
411:t rf5 f&6f-5 7e)
SEDIMENT BASIN WITH RISER
NO SCALE
xtri-seer eou4s
tee oeralL an
,rrile*4e,0,61 IS"

W OF a,r -
��.
vb�� sJP�ac�
IN
TRAPEZOIDAL CHANNEL
PROFILE
IrF, 1-t-v6L -MAx. 312A
EMERGENCY SPILLWAY
oem GF Flo",/
Fo� 100,14 'Jf*ti
�P u-lbJdrJ, udlk�
dam= !o "t�Ib, udid(l1( 11 4695-
SU�Qt,DE : IF d5,>8w fomdE 4Eawv11 - ��10EE-
u�JEf:O� /N�l, {'rf �67 W6-{EO
z o' C
L
Co -( OL 5
'7C y
(59f rAPEZOIDAL CF{AtyNEL
Dr -TAIL 10)
Exl"r 5r-C(l of
y
EMERGENCY SPILLWAY with TRAPEZOIDAL CHANNEL

12
ANTI -SEEP COLLAR
NO SCALE
Install collar with
corrugations vertical
Continuous Wel&
~�
ah of Prow
2—� iM wisp Ap• A .) Spare 1
/land
Continuous
WeJd
a
ELEVATION UP U.V.4SSEVBL£D COLLAR
Collar to be of same gauge as
the pipe with which it is used.
Ii" x 2" slotted holes
for 3/8" dia. holes.
2
2" min
Weld both sides
Corrugated riecal
sheet welded to
center of band
SEc.71011 8-B
Nu'rES FOR COLLARS:
].
Unassembled collars shall.be m.,rked by
1. All materials to
be In accordance with
painting or cagCing to identify mat••hing
construction and
construction material
pairs.
specifications.
4.
The lap between the cwn half sections
2. When specified on
the plans, coating
and between the pipe and connectiug b:u,d
of collars shall
be In accordance with
shall be caulked with Asphalt mastic at
construction and
construction material
time of installation.
specifications.
5.
Each collar shall be furnished with two
1/2" diameter rods with standard tank
lugs for cnnnectln.g collars to pipe.
DETAILS OF CORRUGATED
METAL
ANTI -SEEP COLLAR
Size and spacing of slotted
openings shall be the same as
shown for CM collar
Use rods and lugs to
clamp bands securely
1 12 w.a. I to pipe
Band of
helical pipe
Vold l 1/8"r1 1/8"xl/B" angles to collar
or bend a
900 angle 1 1/8" wide as
shown
in drawing
\y r eb
NOTE FOR BANDS AND COLLARS:
Modlficacluns of the dutalla
shown may be used providing
'vy
equal watertightness is
f\�
maintained said derailed
drawings are submitted and
approved by [he Engineer
prior to delivery.
Rod and lugs 11
Sheet metal [pilot shall !xe cut to fit
corrugations of helical band, an
welded d
metalrntbe weldad with a cc,,tinuous weld.
slde ded to
center
r o!
helical pipe band ISOMETRIC VIEW
.. For details of fabrication dimensions, minimum gages,
slotted holes, and nptes, see decall above.
DETAILS OF HELICAL PIPE ANTI -SEEP COLLAR
NOTE: Two other types of anti-aeep collars are:
1. Corrugated metal, similar to upper decall, except shop
welded to a short (4 ft.) section of the pipe and con -
PARTIAL ELEVATION netted with connecting bands to the pipe.
2. Concrete, six Inches thick formed around the pipe with
Ref: Engr. Field Manual 13 rebar spaced 15" horizontally and vertically.
Source: USDA-SCS

13
Pressure'Relief
Holes is' Dia.
U
A A
Tackweld
all aroum
/6 x 12"
Spacer ba
(typical)
Riser I 11
Diameter =�$
Section A -A
ipport Bar S
16 Rebar min
Isometric
Top'is 14 gage cor-
rugated metal or 1/B'
steel plate. Pressure
relief holes may be
omitted, .if ends of cor-
rugations are left fully
open when the top is
attached.
Cylinder is ill aage
corrugated meta pipe
or fabricated from 1/8"
steel plate.
Notes:
1. The cylinder must be
firmly fastened to the
top of the riser.
2. Support bars are
welded to the top of the
riser or attached by
straps bolted to top
of riser
3. The 18" riser shall be
perforated with 3/8 inch
dia. holes in each 'out-
side valley' of the pipe,
spaced 3 inches on center,
horizontally.
PERFORATED. RISER_ with ANTI —VORTEX
DEVICE and TRASH RACK
NO SCALE

PERMANENT SEDIMENT BASIN -PLAN VIEW sE
I ' IhEGTl01.1 - rtrE✓.ill.0 \ `\ `�
O ° p° 6 \ \
00 b p 1
n�poa
V 0° D c 1
ODtv
O
cr1P i . _ - --- -------------------
W
t�of ur--
/E{�o✓Ep
1 �� 1�7 FbF1P-1�+1'EP�
H

15(a)
PERMANENT SEDIMENT BASIN CALCULATIONS
PREDICTED
Q = CiA
A = 27.71 Acres
C =0 3.3 1(•75) +/14.37)(.25)
= .36 + .13 =
•49
`27.71/
`27.71
f
i = t.o.c. = (A)
700' @
5% over bare earth =
13.30 min.
(B)
125' @
50% over ave. grass
= 7.25 min.
(C)
50' @
20% through woods =
7.75 min.
(D)
500' in
channel (-18' drop)
= 3.60 min.
31.90 min.
DESIGN STORM
AVE. i
AVE. Q
cfs
PEAK i (@ t.o.c.)
PEAK Q
cfs
10 yr. - 1 hr.
2.5"/hour
34
3.75"/hour
51
25 yr. - 1 hr.
3.0"/hour
41
4.50"/hour
61
100 yr. - 1 hr
r3.75"/hour
51
5.30"/hour
72 **
EXISTING FLOW TO POINT AT OUTLET OF PROPOSED SEDIMENT BASIN:
A = 21.56 Acres
C = (.3 open/cult.)(.88A) + (.25 open/grass or woods)(20.68A) = .252
i10 = 4.2 in/hr toc = 940' @ 10% through woods = 22.5 min
(peak i10) +560' @ 15' drop, in channel = 4.25 min.
2 .75 min.
Q = (21.56)(4.2)(.252) = 22.82 cfs
use 23 cfs
Q10 Storage volume req'd = 50,400 ft.3 @ release rate = 23 cfs
Sediment volume/yr = (16.6 acres)(1815 cu.ft.) = 30,129 ft.3
Total minimum storage required = 80,500 ft.3 w/yearly cleanout
Total minimum storage provided = + 85,000 ft.3
Velocity at pipe outlet = 7.8 fps (full) (Manning's)
Velocity in emergency spillway chan. = Vc Se = 5.0 5.5 = 6.26 fps
Sc 2.
Rock Linings sized according to NY DOT "Bank and Channel Lining
Procedures", 1971.
a

15(b)
REQUIRED STORAGE (PEAK VOLUME FOR 10 YR. 1 HR. STORM ASSUMING
23 cfs RELEASE RATE THROUGH 10 SPILLWAY)
1
DURATION
(minutes)
RAINFALL
INTENSITY
(in./hr.)
RUNOFF RATE
IN DEV'D
CONDITION
Q = CiA (cfs)
C = .49
A = 27.71
i = 2
RUNOFF
VOLUME (ft.3)
D.03 • 60
RELEASE FLOW
VOLUME (ft.3)
23efs • Q1 6C
STORAGE
VOLUME
REQUIRED
(ft.3)
5
7.8
106
8
7.0
95
10
6.5
88
15
5.7
77
20
4.9
67
30
4.0
54
40
3.4
46
50
2.9
39
117,000
69,000
48,000
60
2.75
1 37
133,200
82,800
1 50 400
90
2.2
30
1 162,000 j
124,200
1 37,800
120
1.6
22
1158,400
1 165,600
1 (-7 200)

FL 450 ajo .5r"pA
ES - �E c
IS-
AU. I L�
sTwLIr,TuaE ro ea —
Co H P?crEo -ro 9 5 °lo
I-q-
ANDA42D PecCTop_
t-1iuiMUM,
NOTE: See sheets 2 and 3 for Apron Sizes
and sizes of stone at each apron.
FLARED END SECTION
NO SCALE
16
7

\ \�` 60X14 x
\ X'3 SETTLING POND FOR PRIMARY CRUSHER
DIY I�ITGN�
(TO BE PLACED DURING PLANT CONSTRUCTION)
PIZAINS TO SILT FENCE \ \ \
P�2MAtiI�NT \ � �
PIT)
335
�blv�sloN
PIT - �ry�.� \\\`` /'= 32.16
\ \ CLARIFICATION
\ POND
41
I /
SEDIMENT"
3 j ( TRAP
10' X 40
�, \\\ `\ I�IVEI2SION •�,�> � / /' / ice' % ' I / I I
OUT
SETTLING POND AND
PIT CLARIFICATION POND 10
SCALE I"=50' __(o:

of:=
PIT CLARIFICATION POND
Approximate size
Water level
Bottom
Total Volume
210' x 40'
Elev. 328
Elev. 317
+ 5o,000 ft.3
SMALL SETTLING POND FOR SURGE PILE + PRIMARY CRUSHER
Area drained 1.88 Ac.
at }"/ac. - requires 3,417 ft.3 sed/year.
Assume 2500 ft.3 storage (clean -out 2/year) with 3' sed. storage
depth + 1' water
Size at 60, x 14' x 4'
RELEASE CHANNEL FOR ABOVE SET. POND
Tall grass lined ditch
n
0.05
Max slope
2.5%
M = side slope
3:1
X-C Area
3.68 ft.2
H
1.11 ft.
Hyd R
0.525
Velocity
3.07 FPS
Q
11.3*
*DISCHARGE
Area 1.88 Ac.
C 0.75
110 7.8 (To< 5 min)
Q = CIA 11.00 CFS

So1� 5
CAROLINA — SHEET NUMBER 95 19
' (Join; ;h.r:r 87
_ Uf
1f r �ME � WEUCh1FiF� �:��N17'� l.iY�i"I `• •,ADB I:
eeez
2. 'iD°�U/�P—IiDEC� \ i.� f �,; ;•'o fe82 Cee2
Cr82
L0+4M / (.,, -- IGr/O `�i_OrE`� Ce ,a.. PYN � �: :"..`✓. 1
• � rnez'
G e-T G15
�a4A1Q�f 1-0,4,H %—IO%v ECzODUD •tr, -i.- " 'r' i/-"C.yx rr, �'�. r �z
~ I `i .2 \ '`4V l^-Z.}/
�, ���IDZ• �j�rt�� G�r*t�1DY i..C`PN ;�^ ' �``� -T�,`^ ''�.;
�GoMYAc"-i-EO EJ')2+W^+K.HE/�Z: AI.L 1M?E2v. O'er
NEi*21_Y 1,0. 76,kL-
ci�•,. _'fin� /_—�. 1 \ NaB2
Co . frM�c 2„
i ';i. ,yI i"1 ro \ ARCZ' Cu OrC2
CT
Ce
. �'' `• .: CAF. r ui< CgC - wa ARB
� C¢CZ• c � - .CcO� .s +1^ V ` wa0\ wac
WdC
m .\ Was
I
I , 2 NL �}ai - 14irm a Wo
i2, �l 1 `. ✓ F i w �l 7 PD WBA
C¢82 C¢C'2•, 1, G�..i� < WgA 4P� wac I� wqA, �.
WaC� - Wae .
\ A¢02^/
II \ AeB2 /Me AD ON 4QC A¢B2 `A¢CZ; \`cAODA,c2
Ae82/
_. __ A,B.ou~;., sheer

20
c
0
FILL SLOPIr
z.i rus.WAcie6l
c
E
soT.ral l oFGHfW NFL
VV 1 L�1 `�HoLL Pie -(O STABILIZt;b Ai�p< (gam p1.p.N)
�� t7 I71Kr% WIT4 of 7C'oF�,JA-l-E5 V�g-TATION MIX
IMMrbIA-t;fL-f FOU OW11 ICq Gvl Imo,?�UcfloN Cat% FLAN)
,) t T 2 or 3 Foe 6r1Ez�K CAM-a�Tlo�lh.
ROCK CHECK DAM

FUQUAY QUARRY
�sFor
MARTIN MARIETTA
AGGREGATES
PREPARED BY:
LITTLE & LITTLE
LANOSUP£ A RC/LLT£CTORELPLANNLNG
P.O. BOX 1118 RAL£IC9, NOR T/L U ROLLNA 17642
919/8I1-3643
SITE DATA- SCHEDULES- SPECIFICATIONS -DETAILS

TABLE OF CONTENTS
SHEET TITLES PAGE
Site Data, Notes, Construction Sequence.....................1
Seeding Schedule, Seeding Specifications ....................2
Temporary Construction Entrance .............................3
24' Roadway with Ditch (Asphalt Paved)......................4
24' Roadway with Ditch (Crushed Stone Paving)...............5
Lined Channel...............................................6
Diversion Dike/Ditch........................................7
SiltFence...................................................8
Temporary Sediment Traps....................................9
Sediment Basin with Riser..................................'10
Emergency Spillway with Trapezoidal Channel................11
Anti -Seep Collar...........................................12
Perforated Riser with Anti -Vortex Device and Trash Rack ....
13
Permanent Sediment Basin...................................14
Permanent Sediment Basin Calculations ......................15
Flared End Section.........................................16
Settling Pond and Pit Clarification Pond...................17
Settling Pond and Pit Clarification Pond Calculations ......
18
Site Soils.................................................19

I
SITE DATA
ACREAGE ....................................... 215 ACRES
ZONING ........................................ R-40, R-80
TAX MAP NUMBERS ..............................I 849,850,862
IMPERVIOUS AREA (roads and office) ............ 1.89 ACRES or 1%
NUMBER OF EMPLOYEES ...........................15 EMPLOYEES
NOTE:
1. All signs shall comply with the sign ordinance
Section 1-1-21 of the Wake County Ordinances.
2. Parking provided will meet requirements of Section
1-1-28(A)(4) of the Wake County Zoning Ordinances.
3. All flood limit information obtained from the
"National Flood Insurance Program, Flood Boundary
and Floodway Map, Wake County, North Carolina
(unincorporated areas), Community Panel Number
370368 0250 "A"
4. No permanent construction can occur within buffer yard
with the exception of necessary road access.
5. Nonwooded areas within the Wake County 50' Buffer Yard
shall be allowed to revert to a natural state. Seedling
trees shall be planted as necessary to thicken screen.
CONSTRUCTION
1) Obtain grading permit from Wake County. Renew NCDOT driveway
permit if necessary.
2) Install all temporary sediment and erosion control devices and
the ditches along the entrance road that will function as di-
versions during road construction. Clear only the areas neces-
sary to permit temporary device installation.
3) Call the NCDNRCD, Division of Land Resources, Raleigh regional
office (733-2314) to notify the Regional Engineer that con-
struction is about to begin.
4) Proceed with clearing and construction of entrance road, per-
manent sediment basin, pit clarification pond and plant area
filling as overburden removal provides sufficient fill material.
5) Maintain all sediment and erosion control devices throughout
the construction period.
6) Stabilize site as each area is brought to finish grade with
paving, vegetation, ditch linings, etc.
7) After each area is stabilized, remove temporary diversions,
silt fences, sediment basins, etc. Grade resultant bare areas
and seed, line or pave to stabilize. Any remaining permanent
erosion control devices (i.e., velocity dissipators) must be
in place.
NOTE: Proposed freshwater pond dam construction plans are to be
drawn up according to North Carolina Administrative Code,
Title 15, Subchapter 2K, Dam Safety, by others. The sed-
iment and erosion control devices shown in that dam area may
may be upgraded to comply with the Code.

SEEDING
SCHEDULE
Shoulders,
Side ditches, Slopes (Mnx.3:1)
Date
Type
Planting
Rate
Aug 15
- Nov I
Tall Fescue
300
lbs./acre
Nov 1 -
Mar 1
Tall Fescue S
300
lbs./acre
Abruzzi Rye
25
lbs./acre
Mar 1 -
Apr 15
Tall Fescue
300
lbs./acre
Apr 15 -
Jun 30
Hulled common Bermudagrass
25
lbs./acre
July 1 -
Aug 15
Tall Fescue and
120
lbs./acre
***Browntop millet or
35
lbs./acre
***Sorghum -Sudan hybrids
30
lbs./acre
Slopes (3:1 to 2:1)
Mar 1 -
June I
Sericea lespedeza (scaified) and
50
lbs./acre
(Mar 1 -.Apr
15)
Add Tall Fescue
120
lbs./acre
(Mar 1 _
June 30)
Or Add Weeping lovegrass
10
lbs./acre
(Mar 1-
June 30)
Or Add Hulled common Bermudagrass
25
lbs./acre
Jun l -
Sep 1
***Tall Fescue and
120
lbs./acre
***Browntop millet or
35
lbs./acre
***Sorghum -Sudan hybrids
30
lbs./acre
Sept l -
Mar i
Sericea lespedeza (unhulled-
70
lbs./acre
unscarified)
and Tall Fescue
50
lbs./acre
(Nov 1 -
Mar 1)
Add Abruzzi Rye
25
lbs./acre
***Temporary - Reseed according to optimum season for desired pemanent
vegetation. Do not allow temporary cover to grow over 12" in height
before moving, otherwise fescue may be shaded out.
SEEDING SPECIFICATIONS.
1. Chisel compacted areas and spread topsoil three (3) inches
deep over adverse soil conditions, if available.
2. Rip the entire area to six.(6) inches depth.
3. Remove all loos. rock, roots and other obstructions leaving
surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate
uniformly and mix with soil (See Below*).
5. Continue tillage until a well -pulverized, firm, reasonably
uniform seedbed is prepared four to six inches deep.
6. Seed prepared areas with KY-31 Fescue at a rate of 250 lbs.
of seed per acre.
7. Lightly disc or rake seed into the top one inch of the
prepared seedbed.
8. Mulch immediately after seeding and anchor mulch (See Below*).
9. Inspect all seeded areas and make necessary repairs or
reseedings within the planting season, if' possible. If stand
should be over 6OZ damaged, reestablish following original
Lime, fertilizer and seeding rates.
10. Consult Conservation Inspector on maintenance areatmenc and
fertilization after permanent cover is established.
11. Obtain soils test six months after planting and fertilize
accordingly.
* Apply: Agricultural Limestone - 2 tons/acre (3 cons/acre in clay soils)
Fertilizer - 1.000 lbs./acre - 10-10-10
Superphosphate - 500 lbs./acre - 20Z analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion @ 300 gallons/acre
NOTE: Fescue is to be planted only between the following dates:
September 15 - November 15
February 15 - April 15
If seeding is not completed during the above daces,
all areas to be seeded shall be stabilized with straw
mulch and/or an annual grain crop until the planting
dates are in effect. ("Abruzzi" Rye @ 110-150 lbs./ac.)

hIZ�=A:,-Frl D41i651ZE�'I
(l"z"- Sy:" PlAflf-MP-)
rtaY M-611�WIF-E- PE�lonlll- Top
I�K�`�ING1 WgjFt zo,bTOHr--
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
w

E�rI511*+G GeToe
21'�0' �AvEL �x1Rip(�
0'-o'GvPMfiED
8'-o„G2s.�e5Ea sH�1tAE� Iz,_m., 12'-0" �-�-IGLI�OF 'L
IV?." 61T_ cc}-. 5149rpcE!, LGUehE , -rYPE''E"G-
3" 6rf- 66"�. 6ir-VF-F- GOUC1,E rfpF_
PPME &OPTAT7HE PPPP>.TT-- 05.05GjA ./hQ.YD•-
0" nbo OU E%aa.dE cOHPA&"r-P 12 957. AA14I1-0 M G
SURvE'(
,S zaDE Polrif e
V
VAZIE6-SEe Cti,�7
AT DETAIL M
orf:-F�
VA¢iEs-
$u cgxr
UeT.0
24' ROADWAY WITH DITCH (ASPHALT PAVED)
NO SCALE

21'-a'
b'
../I, I/471'
sUPGrAnE CM-JrA6TEV TO 9590 —
aAs�1To n�NsiTY
8" M1N. CrUSH�t� 5 rON� f AVIN4
n
6-0161gAer EeD YARIEl,'Sic
G44;zr pET.
S u RvEY ��L�
E�2PD� Pa[ rf Lbo
24' ROADWAY WITH DITCH (CRUSHED STONE PAVING)
NO SCALE

V-SECTION CHANNEL 1•-SECTION CHANNEL
AREA (AC) LONG %-C SIDE 010 ukuulun Sack fart r.,
I DRAINED 501f1
0
SLOPE - S
I AREA
HEIGHT
SLOPE 'H
VELOCITY
LINING
'N'
10.7
2.
3.52
0.99
3•6
Ta
0.05
CraLintS
2
:.>e
Ic.O
5.
0
11n
a,
te.00
I
Gra
I. In
Io
3
c.,2
1c.00
0.
2.1
0.
j,
Sj•
,
9.00Stone
.
2
2.1
2
2
Ta
T.
o.05
10
0
Gra of
1.27
0
a
0.03
Grua
o
I i...
1
.9
3•
__
'2o
Stone
\\/ C `--F-E C-4,4
WATER 6(--;2io)
LINED CHANNEL
NO SCALE
I
DRAINED 601
Q
SLOPE - S
AREA
I HEIGHT
SLOPE 'N'
VELOCITY I
LINING I
I
i
2.33
1.57
3•
1.
.7
3.
2. tlo
Tall
0,05
2.60
bra..
8.20
S:a ne
.21
0.60
0.11
0.21
2.5
0.60
StoneC3>
0.00
Tat
Gra 55
I ..>
11
1.2
.tl
0.
Z. 10
Tal ITr_
.OS
1.25
Orra55
.
.
Tll
0,
Oaa Sa2.0o
I
I0
Ta
..0
0.80
Gra Se
1
1.
.2
2.00
Tall
.20
Gr A.S
FREEF_,L-IA17,P C (,I,II-li' )
bTop.M, (.SEE
s�!?�fzAPE
- W KAP (4+A� 1 C►- 141 I -
6(.Hrz_ LE FoR 61-Ope DIA. � MIO. THY"ESS)
I F GTofJ6 PIA i 8� I MOVIPE &JEOTExTlI-E
dIJp1-:p,141F-K oR h11�, 4" of 57 ��A644CO SToF1E �E�DI�IG'
ST�fJE F3EPDItJ�i CoR ��TEXTIL,E L.1�1E{Z�
NaTr,: 5M "v"6HANNrJ,
FOR5IZE5 A D LIHINGS USr-p IN EAG
ANNn 1�}ATT NG No-�sNn rotz ��ss 6
r

I LAGS I-14'(EI21AL. rIZOM EZAVA710N Old
POWHHILL 51PE. Or rLOW
SLOW --->
EM
j OTE( : V[VCf-r rLOW AT cf2t-5T OF FILL 5LOrE� WNENEVEjZ
J=ILut 6 6PA5e5
DIVERSION DIKE/ DITC
NO SCALE
SEEM plKi✓ WI'�HH AP��ZOPjzIAT�
V � ,A'LliVN rlix I �jPIA ELY
�FOLL wlf C0�5T rIL7
u
z-O

-rU;z-� eud of F�4fH
Pf�lJ-ij(3LED IG22' '�E�TIoLI
Or- ftUCt�- j0 Fi fZ)fZH U.
�vf wHE1JE�/E� FLOW Ih
4-�Or F�C'F�I.IDIUJ��TO FBI-k-E.7
"L'7 oG cMi
0
9-a,L l -tiro
lr
�al� ut3cr
5upvjar IJh
FIuTM�� MIP�FI o� 21c114i
flXv' l->It7fli
piJD �2PLED 'r0 �tE
��E'1t�LeDi
rA4--IP uriL r+cz-1
uiJ�I�uze�D AIL
It-1D 15 GEI-l�- HIP-,6f�I
afHl�-e 7YI�h
N�'K D� u',ED GT TO ��o✓P1- �
SILT FENCE
NO SCALE

9
I0. 0/ bENY C.nN, x r-1.I UI
SOES OT IS......
_ _ _ _ — [f[r ,fj CyyllOry_OC-A IOAyw�j[9— � 1'/N(COO MO Wx.
\� -1 [1000 SION.GC IMC - •1 w.5xC0 1 Y(Nl
�( I
0' ` 1 �u01 1
Irl—7----- ----i SENMENT 3Tp r SONG(TOUC 041w CMA Tlj
$C OIUCN T'0(IIN
/ PIIs lllly JYI� Y4p 1 Nv
I]'YI N. I• w 1
Y N.
�i+vY l(Y(C OI T]S i f0-
c:esINNYIw nLEVEL IS ACAaNco SECTION TMRU BASIN a FILTER NO SCALE
GRAVEL B RIP -RAP FILTER BASIN DETAIL
TRAP
NUMBER
ACRES
DISTURBED
REQUIRED YEARLY
SEDIMENT STORAGE
TRAP SIZE*
L W D
1
2.50
4538 c. .
80'x20'x4'
2
2.73
4955
80'x2O'x4'
3
0.495
898
30'x10'x4'
4
0.495
898
30'x10'x4'
5
2.18
3957
70'x2O'x4'
6
2.25
4084
70'x2O'x4'
7
2.52
4574
80'x20'x4'
8
2.18
3957
707x20Tx4'
9
2.69
4882
80'x20'x4'
10
1.28
2323
50'x15'x4'
11
0.55
998
50'x15'x4'
12
1.19
2160
50'x15'x4'
13
1.06
1924
50'x15'x4'
14
0.76
1379
50'x15'x4'
15
9.26
16,807
50'x2O'x4'
16
2.43
4411
50'x15'x4'
17
2.91
5282
50'x2O'x4'
18
1.75
3176
35'x15'x4'
19
1.68
3049
35'x15'x4'
* Based on two cleanouts/year.
** Based on six cleanouts/year (drainage to this
trap will fall into initial pit; trap position
will be moved as pit deepens and haul road is
formed).
PERSPECTIVE VIEW
NO SCALE
TEMPORARY SEDIMENT TRAP
NO SCALE

CcnR64- CiVbeL FILtEAi2'
' W�1(-6fopb,�E(30,xopl
WbfER I.EJt,I*
eak*TE (18"46,0'X 7z')
SEDIMENT BASIN W1THRISER
NO SCALE
C&'y Ica , 19= 1,41)
__1 av,-313.
i
C.i`P RIB
g/II
7��
I
P�bt'b'flods- %z" o,An.
e" o, c, �EZTlcnu,y
11" p,C 1+0grILONTALL`
ILLir) ��i{�J
�-9CCP COLLL{ZS
bEE DE YaI.. 8�
ti(odz6 LIJIJ(
/. J. THIC466,5 z Is.,
0

�? cr 06,1.- vv> Q sJPFec
I�
3
TRAPEZOIDAL CHANNEL
PROFILE
Tt✓IZ L�V!%L -Max. 312.4
ih
11 pI i
2o'oR M
1,1:Vfr
EMERGENCY SPILLWAY
FdR I oo � �(oP✓ti
dam= (o °olb, Utide,1j 1c!?169512'/N�,
tbf�: jr d6,>8w FV�MdE Ur n,C 00069-
U05r-off //4d, 4'e;r �'57 EERak
C0 Tr- OL 5'=C 'oN
(51;I APEZOIRAL. CHANNEL
MTAIL 10)
r—Ex1T 5r-eTlo1
EMERGENCY SPILLWAY with TRAPEZOIDAL CHANNEL r
OD

12
ANTI -SEEP COLLAR
NO SCALE
Install collar with
corrugations vertical
Continuous Weld
Un of Pipe
ELEVATION Or UNASSEMBLED COLLAR
Collar to be of same gauge as
the pipe with which it is used.
l" x 2" slotted holes
for 3/8" dia. holes.
Weld both sides
Corrugated metal
sheet welded to
center of band
SECTION b-ll
NOTES FOR COLLARS:
3.
Unassembled collars shall.he m.u'ked by
1. All materials to
be In accordance with
painting or cagf(nR to Identify mat•'hlnR
construction and
construction material
pairs.
specifications.
4.
The lap between the two hill( sections
2. When specified on
the plans, coating
and between the pipe and connecting b:uu1
of collars shall
be in accordance with
shall be caulked with asphalt mastic at
construction and
construction material
time of installation.
specifications.
5.
Each collar shall he furnished with two
1/2" diameter rods with standard tank
lugs for connectink collars to pipe.
DETAILS OF CORRUGATED
METAL
ANTI -SEEP COLLAR
Size and spacing of slotted
openings shall be the same as
shown for CM collar
Use rods and lugs to
clamp bands securely
12 u,a. I to pipe
Hand of
helical pipe
Weld 1 1/8"xi I/8"x1/8" angles to collar
or bend a 900 angle 1 1/8" wide as
\ shown in drawing
xy r NOTE. FOR BANDS AND COLLARS:
Modifications of the 'decalla
�v
shown may be used providing
` equal wntercightness Is
maintained and detailed
.` drawings are submitted and
approved by the Engineer
prior to delivery.
i Sheet metal collar shall l.e cut to fit
corrugations of Helical Land, and
welded to center of
Metal collar tbe weldod with a continuous weld.
helical pipe band ISOMETRIC VIEW
E: For details of fabrication dimensions, minimum gages,
slotted holes, and nptes, see detail above.
DETAILS OF HELICAL PIPE ANTI -SEEP COLLAR
NOTE: TWO ocher types of and -seep collars are:
1. Corrugated metal, similar to upper detail, except shop
Welded to a short (4 ft.) section of the pipe and con -
PARTIAL ELLVATION netted With connecting bands to the pipe.
2. Concrete, six inches thick formed around the pipe With
Ref: Engr. Field Manual 13 rebar spaced 15" horizontally and vertically.
Rod ar
m
Source: USDA-SCS

13
Tackweld
all aroun
16 x 12"
Spacer ba
(typical)
Diameter
Section A -A
Pressure'Relief
Holes h" Dia.
pport Bar 5
'6 Rebar mir
Isometric
on 36" section of 1"
e iron as stiffener
Top is 14 gage cor-
rugated metal or 1/8"
steel plate. Pressure
relief holes may be
omitted, if ends of cor-
rugations are left fully
open when the top is
attached.
Cylinder is 14 age
corrugated metal pipe
or fabricated from 1/8"
steel plate.
Rotes:
1. The cylinder must be
firmly fastened to the
top of the riser.
2. Support bars are
welded to the top of the
riser or attached by
straps bolted to top
of riser
PERFORATED RISER with ANTI —VORTEX
DEVICE and TRASH RACK
NO SCALE

PERMA
NENT SEDIMENT BASIN -PLAN VIEW 8E
I ,
\\ °:�) {Jiff \�
°O O
/ ---—
-—--------— ——— — — —— — — — — ——
I
f � '
o f
m _ _
I=50'

15(a)
PERMANENT SEDIMENT BASIN CALCULATIONS'
PREDTCTRD
Q = CiA
A = 27.71 Acres
C=(13.3)(.75) +r14.37�(.25) _ .36 + .13 = .49
l`27.71 ``27.71
i = t.o.c. _ (A)
700'
@ 5% over bare earth =
13.30 min.
(B)
125'
@ 50% over ave. grass =
7.25 min.
(C)
50'
@ 20% through woods =
7.75 min.
(D)
500'
in channel (-18' drop) =
3.60 min.
31.90 min.
DESIGN STORM
AVE. i
AVE. Q
cfs
PEAK i (@ t.o.c.)
PEAK Q
cfs
10 yr. - 1 hr.
2.5"/hour
34
3.75"/hour
51
25 yr. - 1 hr.
3.0"/hour
41
4.50"/hour
61
100 yr. - 1 hr.
3.75"/hour
51
5.30"/hour
72 **
EXISTING FLOW TO POINT AT OUTLET OF PROPOSED SEDIMENT BASIN:
A = 21.56 Acres
C = (.3 open/cult.)(.88A) + (.25 open/grass or woods)(20.68A) _ .252
i10 = 4.2 in/hr toc = 940, @ 10% through woods = 22.5 min
(peak i10) +560, @ 15' drop, in channel = 4.25 min.
2 .75 min.
Q = (21.56)(4.2)(.252) = 22.82 cfs
use 23 efs
Q10 Storage volume req'd = 50,400 ft.3 @ release rate = 23 cfs
Sediment volume/yr = (16.6 acres)(1815 cu.ft.) = 30,129 ft.3 ,
Total minimum storage required = 80,500 ft.3 w/yearly cleanout
Total minimum storage provided = + 85,000 ft.3
Velocity at pipe outlet = 7.8 fps (full) (Manning's)
Velocity in emergency spillway Chan. = V. Se = 5.0 5.5 = 6.26 fps
Sc 2.6
Rock Linings sized according to NY DOT "Bank and Channel Lining
Procedures", 1971.

15(b)
REQUIRED STORAGE (PEAK VOLUME FOR 10 YR. 1 HR. STORM ASSUMING
23 efs RELEASE RATE THROUGH 10 SPILLWAY)
1
DURATION
(minutes)
RAINFALL
INTENSITY
(in./hr.)
RUNOFF RATE
IN DEV'D
CONDITION
Q = CiA (cfs)
C = .49
A = 27.71
i = 2
RUNOFF
VOLUME (ft.3)
1Q•03 • 60
RELEASE FLOW
VOLUME (ft.3)
23cfs - 1Q ' 6C
STORAGE
VOLUME
REQUIRED
(ft.3)
0-0=�
5
7.8
106
8
7.0
95
10
6.5
88
15
5.7
77
20
4.9
67
30
4.0
54
40
3.4
46
EOOO
50
2.9
39
117,000
69,000
48
60
2.75
37
133,200
82 800
50 400*
90
2.2
30
162,000
124,200
37 800
120
1.6
22
158.400
165,600

16
AL-1-
S-rzik-TU2E ro e
CoHPbaer> To 96°Jo I7
7 -- Iou PrEP ZIP-P-AP
5_ (,PEE
� f i� 0" G'1' 10" sTOQE P P SNAI L B�
•'• -
Al LEAST 30% OFTriETarAL
\�E��'�T of THE WP-[ZtP51-WL.L
AE WgYlcA�AL IbEGCS \ICTHir�(
ft r ti I bs . 5A,
FLARED END SECTION
Nu OUAALt

17
j\
� I \
6OX14 x
— x
SETTLING POND FOR PRIMARY CRUSHEF
XIY C71TG� (TO BE PLACED DURING PLANT CONSTRUCTION:
RgAINy TO SILT FENCE
—�
PIT �� ���132.6
\ \ CLARIFICATION
\ PONDS �\
r1l,
SEDIMENT,TRAP
10'X40'r
OUT
X'IZo/{1Cq 2I' WiG1EAFiZOIJ
I rt'a
SETTLING POND AND
PIT CLARIFICATION POND
SCALE 1"=50'

18
PIT CLARIFICATION POND
Approximate size
Water level
Bottom
Total Volume
210' x 40'
Elev. 328
Elev. 317
+ 5o,000 ft.3
Maximum flow in and out (pumped & piped) = 2.2cfs
(1000 gal/min)
SMALL SETTLING POND FOR SURGE PILE + PRIMARY CRUSHER
Area drained 1.88 Ac.
at }"/ac. - requires 3,417 ft.3 sed/year.
Assume 2500 ft.3 storage (clean -out 2/year) with 3' sed. storage
depth + 1' water
Size at 60' x 14' x 4'
RELEASE CHANNEL FOR ABOVE SET. POND
Tall grass lined ditch
n
0.05
Max slope
2.5%
M = side slope
3:1
X-C Area
3.68 ft.2
H
1.11 ft.
Hyd R
0.525
Velocity
3.07 FPS
Q
11.3*
*DISCHARGE
Area 1.88 Ac.
C 0.75
I10 7.8 (Tc 5 min)
Q = CIA 11.00 CFS

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._.
3 %1p/y
el��121W
COUNTY OF VW/L]KE
RGLEIGH. NORTH CDR OLIND
CC MUNITY DEVELOPMENT SERVICES
Land Use and Permits Division
Phone [phone]
March 4, 1967
Martin Marietta Aggregates
P. 0. Box 30013
Raleigh, N. C. 27622
Dear Sirs:
This letter is in reference to the notice received by the Wake County
Manager's Office pertaining to your application for a 'Mining Permit' which
was submitted to the State of North Carolina. The proposed mine site will
be located three and one-half (3'k) miles west of Fuquay Varina, off SR 1119.
The staff of the Wake County CcmTu ity Development Services Department will
review both the site plan and application materials in relation to the Wake
County Zoning Ordinance. If there are any conflicts, or possible future
zoning violations, either myself, or a representative from this department
will contact your office concerning these findings.
Again, I would like to run through the agenda that is set-up for this
project. On Wednesday, March 18, 1987, the Wake County Planning Board will
consider the petition. On Monday, March 23, 1987, the Wake County Board of
Commissioners will call for a public hearing. Then, on Tuesday, April 21,
1987, the Wake County Board of Commissioners will hold the public hearing.
If you have any questions concerning the review process, or the agenda,
please contact me at this office.
Sincerely,
Timothy W.
Clark
Zoning Administrator
1WC:la
P..t Offico 60x 550. Re;69h. North Caroline 27602

1
1\
LITTLE & LITTLE
9 March 1987
Mr. Horace Willson
Martin Marietta Aggregates
PC Box 30013
Raleigh, NC 27622-0013
RE: Fuquay Quarry Special Use Permit/8553-A
Dear Horace:
As we discussed last week, the plans for Fuquay Quarry have
been revised as a result of our February 25th meeting with
the Wake County Planning and Zoning staff. A list of speci-
fic revisions is attached, as are copies of revised plans
and booklets for distribution to State and your offices.
There are other Wake County requirements that Martin Marietta
Aggregates must address. They are:
1) Supply a copy of the lease agreement (between MMA
and Mr. Burt) to Wake County Zoning as soon as it
is available.
2) To obtain sewer and well permits; begin at Wake Co.
Zoning with property description in hand.
3) Contact Wake County building inspections before
placing any trailer or permanent structures.
Please forward this information to the appropriate departments.
I look forward to seeing you at the Wake County Planning
Board meeting on Wednesday, 18 March.
Sincerely,
Wendy Moses SLA
LITTLE & L LE
WM/nlw
Enc.
1.: 1Nl ),AGIP@:IR(,71/'IYi C'17 /11Er !'/,: I,A;A`/A'G Ku.Nu.Cl,ii.4/LI/.lilC;/l.A'U /'7'//C:I@U/./,A':1 f-I�II� ')l'I h'1/.56.i5,

FUQUAY QUARRY REVISIONS
THROUGH 3 MARCH 1987
LITTLE & LITTLE
1) Omit part of Step 1 of construction sequence (no grading
permit necessary).
2) Show sediment trap #14 on mine map.
3) Show diversions to sediment traps 15, 16, 17, 18.
4) Revise rock filter berm minimum top and bottom widths in
temporary sediment traps, detail #7.
5) Specify planting to meet Wake County Type A buffer
screening requirements.
6) Show zoning boundaries on Sheet 1.
7) Rock check dams and turnouts along entrance road - see
Sheet 2 and detail 11.
8) 18" RCP at entrance off.SR 1119• No water routed onto
site from roadside ditches.
Cross references have been added. Please note the revised
table of contents in the Site Data booklet.

State of North Carolina
Department of Natural Resources and Community Development
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor April 22, 1987 Stephen G. Conrad
S. Thomas Rhodes, Secretary Director
Mr. Horace Willson
Manager - Environmental Services
Martin Marietta Aggregates
P. 0. Box 30013
Raleigh, N. C. 27622-0013
RE: Proposed Fuquay Quarry
Wake County
Dear Mr. Willson:
This office has completed our initial review of your firm's application for
a mining permit and the revised Sediment and Erosion Control (SEC) Plan for the
above referenced site. The following deficiencies were noted in the SEC Plan:
1. Temporary control measures along the southside of the access road
from station 0 + 00 to 11 + 00 are not adequate. Flow should be
diverted along the road to sediment trap #12 to the extent possible.
Silt fencing may be appropriate for a short segment near the entrance.
If you choose not to divert the runoff as suggested, appropriately
designed stone check dams or other acceptable alternates must be
provided at each turnout outlet. Furthermore, as much of the proposed
area as possible that is to be protected by silt fence should be
diverted to the first turnout.
2. The proposed rock check dams are not necessary.
3. Sediment trap #14 must be moved below the culvert outlet. An
additional horseshoe shaped filter (see the enclosed detail) is
recommended at the inlet to protect the culvert.
4. The proposed permanent grass -lined roadside and site ditches must be
evaluated for the necessity of temporary (jute or other) linings.
Most appear to need a temporary liner to ensure that grass can be
established.
5. V-Section Channel #3 must be re -designed. The proposed 23" diameter
stone is not practical for a V-shaped swale. It is suggested that a
turnout be added before this steep section is reached, therefore
reducing the design capacity for the steeper channel.
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Willson
April 22, 1987
Page 2
6. The minimum spillway width for the proposed sediment traps should be
10 feet.
7. Supporting data is necessary for the pipe outlet from the pit
clarification pond.
Furthermore, Mr. Bob Edwards of your firm stated that the Wake County
Planning Board, in their approval, placed additional conditions/restrictions on
the proposed quarry. In an effort to avoid contradictions between State and
local authorities, please indicate any such conditions on your site map.
In order to complete our review, please submit two copies of the requested
information to this office. Should you have any questions on this matter you
may contact Mr. John Holley at [phone] or me at [phone].
Sincerely,
xVV'-'-,Lx
Thomas E. Carroll, P. C.
Acting Mining Specialist
TEC/cft
cc: Mr. John Holley

NORTH CAROLINA DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT
Date
19—
From: 7?�-'`
Remarks: I l —,4" y'L" ""
OIL
ACTION
❑ Note and
file
❑ Note, Initial and forward
❑ Note and
return to me
❑ Your comment , pies..
Note and
aea re. about thla
❑ For your Information
For Your
approval
O Prepare reply for my aiynatura
Par or
ctmmenarice
❑ Prepare Information for me to reply
❑ Per your
requeu
0 Plaan mower, with copy to me

IMPORTANT
To
Date Time
WHILE YOU WERE OUT
M
of
Phone
AREA CODE
NUMBER EXTENSION
Message
Signed
TELEPHONED
PLEASE CALL
CALLED TO SEE YOU
WILL CALL AGAIN
WANTS TO SEE YOU
URGENT
RETURNED YOUR CALL
N. C. Dept. of Natural Resources and Community Development % \J

h Times, Tuesday, May 19, 1987
Commissioners reject quarry bid
Condnueii from page IA
sioners. Several board members
'said they , received phone calls
from both sides, both at the
courthouse'and at their homes or
businesses.
"I've gotten. more calls on this
than anything I can remember in
a long time," Commissioner Lar-
ry B. Zieverink said.
Zieverink joined with Commis-
sioners M. Edmund Aycock, Rob-
ert B. Heater, Merrie R. Hedrick
and G. Herbert Stout in voting
�� gninal—/hn -original-motion . to
pprovc Mnitin—Marietta's; re-
quest. Commissioner J. Stewart
Adcock voted for, the request and
Vernon Malone
W8S 9bsent. Then
" a vote to den
the request
y
Adcock, ofFsedunanimously
.
uquay-Varina
he was not ,,said
tF wa�eled any
VAUI L from his fellow
J Fur{uay residents because he sup-
ported the quarry. Not only did'
nearby residents oppose the quar-
ry, but Fuquay's elected officials
and its Chamber of Commerce
said they had reservations.
Town officials were 'concerned
because Martin Marietta original-
ly planned to route about 27 trucks
loaded with granite through down-
town Fuquay-Varina each day.
Marietta officials said at Mon-
day's meeting they were working
with N.C. Department of Trans-
portation officials to reroute the
trucks so; they would bypass the
town.

to save ministry
was spurred by news accounts of
a $92 million diversion of PTL
Funds.
PTL, which stands -for Praise
The Lord or People That Love, is
$66.7 million in debt and can't
account for $92 million in missing
funds, .its officers said Friday.
The Raleigh Times, Tuesday, May
Jim Bakker

_ � . ' < ..mart � •� � a `; k �� �°` 4t � � �', S? 4y/ ?. d r � <,� � �'�� � � .�� C,} q .''.4 �9 F�r''ta.. ,..
t P� i•4, iti f. M1.• J: ..d2 !: Y` �j L- C ♦ i ♦ ' ♦ 'y.
west of Fuquay-Varina. The vote
By GE. YANDLE was greeted with applause by the
Times staff writer nearly 75 people who attended the
a
The' �e Boa-Y. rt'n:'' mis-
sioners nday I(irded'%U "n a
stone -crushing' company's request
-to. operate a rock quarry near
Fuquay-Varina, prompting com-
pany officials to say they may file
an appeal in District Court.
The commissioners refused to
let Martin Marietta Aggregates of
Raleigh open a 215-acre quarry
located a mile north of the Har-
nett County line and 35: miles
meeting to oppose the quarry
John F. Long, governmental.
director for Martin Marietta, said
in an interview the company will
now have "to look at our options,"
which he said includes a possible
appeal.
"We'll just have to take that
undet;,consideration," Long said.
"We felt we had answered all of
the objetions of the neighbor-
hood. We..felt we could operate a
quarry and be a good neighbor as
well."
But residents living near —the
proposed'quarry disagreed. k
Two real estate appraisers and
a Wake resident who lives next to
the quarry on Duraleigh Road
said the noise, extra traffic and
sight of a quarry causes land
values around it to drop.
Former Ally. Gen. Rufus L.
Edmisten represented the south-
ern Wake residents opposed to the
quarry, and said his group is
prepared to continue its fight if
Martin Marietta takes the issue to
court.
"I will assure you, the will be
�dployed and represented if there
is 4 case," Edmisten said in an
interview. "But I don't think they
hate much of a legal leg to stand
on. It's a very simple test that the
commissioners, gave the quarry
and they found the facts showed
Martin Marietta should not oper-
ate the quarry.".
The board denied the request
because it "will substantially- in-
jure .the value of adjoining or
abutting property and because it
will constitute a substantial haz-
ard to a neighboring public road,"
the board's decision stated.
Commissioners serve as fact -
finders in quarry requests. The
board must determine if quarry
officials meet certain require-
ments and if they do, they must
approve the request. To deny the
petition, the board must find the
quarry will have a detrimental
effect on nearby residents or the
environment.
The quarry proposal sparked,
intense lobbying of the commis -
See COMMISSIONERS, page 4A .

an hour Monday without reaching
a decision. They were to resume
today.
New charge sought
against publisher
WASHINGTON (AP) — Federal
prosecutors, in an appeals court
hearing, argued there is no time
limit for prosecuting conservative
Michigan publisher John McGoff
for not registering as an agent of
the South African government.
"The failure to file a
registration statement is a
continuing offense, and it
continues until a registration
statement is filed," said Robert
Sharp, trial attorney for the
Justice Department, in oral
arguments Monday before the
U.S. Circuit Court of Appeals for
umor. (iienn
R. Brindel, 43,
survived Sun-
day's missile at-
tack on the guid-
°sF _ ed-missile frig-
4��, RR ate by an Iraqi
d war plane in
x what officials
said was a apse
Brindel of mis±,"ken
identity., ';
"My heart aches for him," Brin-
del's mother, Miriam Brindel of
Pittsburgh, said Monday.
Brindel, a Pittsburgh native,
was commissioned in 1965 after
graduating from Penn State Uni-
versity. He served as a weapons
officer on the USS Garrett County
from October 1965 to March 1967.
Among Brindel's honors are the
Bronze Star, Meritorious Service
Medal and the Vietnamese Cross
Naval Operations and as project
manager at the Naval Seas Sys-
tem Command.
Brindel lives in Norfolk, Va.,
with his wife, Donna, and their
nI
son, Jason. A man who answered
the phone at the Brindel's home in
Norfolk said Mrs. Brindel hadn't
heard from her husband since the
incident and had no comment.
Justice's Reynolds given added duties
WASHINGTON (AP) —William
Bradford Reynolds, who has head -
to the White House as assistant to
the president for domestic affairs.
the'1six-ship✓M3'1.dCe East t,
force that patrols the Persia
Gulf, said that Navy officials hop(
to tow the ship Here Tuesday.
Zakhem -said the death to]
remains at 28, but two sailors ma}
still be missing He said crew
members remain aboard the shif
trying to keep' it seaworthy and
prev joKires.
ino„)
rewmeno6s,e
are aboard+''Bernsen's flagship,
the USS LaSalle, which is due to
arrive here Tuesday to,transfer
them to planes that will return
them to Mayport, Fla., the Stark's
home port.
When he visited two badly
burned sailors, Zakhem said, "I
didn't want to tax them, but they
said, 'I'm OK.' I just touched their
foreheads to let them know that
we're there and that we love/
we're concerned and thai
going to rlQ= 11v

DIVISION OF LAND RESOURCES
April 8, 1987
MEMORANDUM
TO: Tom Carro7,l
FROM: John Holle
SUBJECT: Preliminary RKviewComments
Proposed Fuquay Quarry
Wake County
GENERAL
The application appears complete and based on a site visit
by Gerry weathers on 3-5-87, appears consistent with the
site conditions.
S & E
1-� The proposed entrance culvert outlet needs to be
evaluated and provided with a dissipator as necessary.
�T„,
2'. Temporary control, along the south side of the access
road from + Sta 0 + 00 to 11 + 00 As not adequate.
Flow should be diverted along the road to sediment trap
#12 to the extent possible. Silt fencing may be
appropriate for a short segment near the entrance. If
they choose not to divert the runoff as suggested,
appropriately designed stone check dams or other
acceptable alternates must be provided at each turnout
outlet and as much as possible of the proposed area to
be protected by silt fence must be diverted to the
first turnout.
L .3. The proposed rock check dams are not necessary.
,4. Sediment trap #14 must be moved below the culvert
outlet. An additional horseshoe shaped filter (see the
enclosed detail) is recommended at the inlet to protect
the culvert.
5'. The proposed permanent grass -lined roadside and site
ditches must be evaluated for the necessity of
temporary (jute or other) linings. Most appear to need
a temporary liner to ensure that grass may be
established.

N
6. V-section channel #3 must be re -designed. 23" dia.
stone is not practical for a v-shaped swale. I suggest
that a turnout be added before this steep section is
reached, therefore reducing the design capacity for the
steeper channel.
7. The minimum spillway width for the proposed sediment
traps should be 10 feet.
8. Supporting data is necessary for the pipe outlet from
the pit clarification pond.
with an appropriately revised plan, the S & E should be
adequate for this operation.
If there are questions, please advise.
JLH,Jr./jeb

kLAI YJ 9,,*. r., no
board DacKs: proposai I �o�,Y
or quarry
By TODD ACKERMAN
t - • Stitt Writer
;Despite opposition by area rest -
dents, the Wake County Planning
Board Wednesday recommended
approval of a stone -crushing com-'
pany's request to operate a quar-
ry near Fuquay-Varina.
The board voted 5-3 to send the
request to the Wake County Board
of Commissioners, which. will 're=
view it at a public hearing Tues-
day.
•Martin Marietta Aggregates is
proposing to use.a site 31/2 miles
west of Fuquay-Varina and a mile'
north of the Harnett County line to
mine 'granite, which is used .for
construction material. Much of
the material would go toward
asphalt for roads.
But residents of the Wilbon-Pin-
ey.Grove area near the site said
near Fuquay X-A ina
the quarry would hurtheu' neigh-
of the land use committee, which
borhood 1,
recommended approval, said reg-
t'We are concerned. about what
ulations.ensured that the opera -
`is becoming` of this cior_ner - of
tion would not affect the area.. -
Wake," resident Nancy, L Linder
"It'd be nice;to stay the way.we
said. "We already have the nucle-
are forever, -but given : today's
ar plant and we can live with that.
growth that's not realistic;'.' she
But we're beginning to feel like,a
said[ "The county and state have
dumping ground. It's not fair'to
adequate rules to protect citizens
put everything like that here' .
and the company met all the
Ms. Linder said she would sub:
conditions 'we required. We think
mit a petition opposing the project
it should be approved"
to commissioners. She -estimated
In, order to operate, Martin
that 200 Fuquay-Varina residents
Marietta would have to:
had signed it. 1
E. Coordinate truck routes with
Once the mining.is under way,
county staff. .
up to 60 trucks a day would:use
+ a Cover trucks to make sure
roads near'the site:
materials don''tfall out: '
■ Petition; the Department -of
Board member Foster .L1
Transportation.to restrict trucks
McCullough argued that the quar-
from traveling .on Burt' Road,
ry "would not improve the quality
K.herb' most of theiproject's oppo-
of life in Fuquay=Varina:"
nents live. - '
But Anne S:. Edmondson, head
If Wake commissioners'approve
115
S.n
1119
the project,
would need
State. -Land
the' enviror
division of
Natural Re:
ty Developn
,.. WAKECO
I
lvea
eNarged
i 55
Fuquay
Varna
32 4011
WAKE CO.
ARNETT W. i
Martin 11xietta still
permisi'd from the
Resoures office and
mentalrrianagement
the Apartment of
ourceand Communi-
ed that be,
necessary to
operation, it
few years be
oen speculat-
of the time
e for such an
be at least a
rtin Marietta

-:WAKE FORE,' — Mrs. Alice.
Cli11i
With. AIDS and :13 additional 'pa-
today at St. Marks United Method-
; ,Wall Soule,..Wednesday....tients
who. are .infected with, the;,
1st Church, 4801 Six Forks Road.
Graveside servwe 5 p.m. Satur-
:'AIDS virus but do not have AIDS.
• .ASSOCIATION... FOR;, CHIL-
da'y; Wake Fore4. Cemetery: .
"They're noGall new patients,"'.:
DREN. -AND' ADULTS WITH.
Surviving: daeghter, Ms. Alice"
saidDouglas B..Vinsel;.executive, 'LEARNING
.
DISABILITIES,
+-Virginia Soule o Route•3, Wake"'
vice president of the Wake County'
,'
Wake County Chapter;: will meet`
Forest; sons, Donald oRedford
"'Hospital'System. "Thesepatients
at .7:30 p.m. today at Hudson
Soule and William CuRis Soule-'
are'chronicallyill." ': '.:
Memorial Presbyterian
Church,
Jr., both of Wake Forest; .broth-
" :-: " '-'.
4921 Six Forks
Road. Speaker:
ers, W.H. Wall Jr =and; George
Harold Wall, both d Wake Forest;
"' '
Hotel pro�notu�g'
Mary. -Anne Tharin; learhing disa-
bility'consultanf with the Depart-
t. Fa grandc the-li) - :
Family at the-tvm 7 9
J`
f ;.
'-
ment of Education.
Friday. e, P.M. �
- Arrangements by Bright Funer- rendezvous room
al Home.
were, iil)
S iV6t0,
1q
Wilmington
rol Home t
-
::Roper
I Home Plymouth
.....................Vampton,
Va. .
it Horne.
......••
`�,
Salter Path
Church.
T .
••
\hern
.k
�'• Aberdeen
Pines .
:' mebluff
yne,5outhern Pine, _
CLEARWATER, Fla. (AP) —
The newest tourist attraction in
Florida is a $138-a-night hotel
room, the site of television -evan-
gelist, Jim Bakker's once -secret
rendezvous.
It hag captured thii1magmation
of many ;Americans who want to
book it, and of a local radio`show
that is offering listeners a chance
for free weekend'staythere;:.
Room 538 at the Sheraton: Sand
Key differs little from the other
389 at the hotel, but it hasn't been
the game.since Bakker admitted
he had an afternoon tryst more
SELF-HELP FOR HARD OF
HEARING PERSONS, Wake
Chapter, will meet' at 7:30 p.m.
today at Glen Eden Pilot Club-
house, 1500 Glen ,Eden Drive..
Speaker: Jim Sewell, sign lan-
guage instructor at NCSU. ;
- AMERICAN ASSOCIATION OF
RETIRED PERSONS, . Chapter
3689, will meet at ll.a m..today.at
Don Murray's Barbecue, 2751.
North Blvd. Speaker N.C. Insur-
. ante Commissioner James E.
Long. , .' , ,
THE BEST ISYETTO BE
CLUB wW meet at 16 a.m. Friday
at the Powell Drive Community -
Center, 740 Powell Drive. Pro-
gram: Show and Tell.
President Truman appointed,
him labor statistics commissioner
in,1946'during a time when'unions
were attacking the bureau for.
what they considered systematic
understating of the consumer
price index to which wage in-
creases during World War II had
been pegged.
Prisoner escap Ies
in southern Wake
Garner and Raleigh police were
searching southern Wake County
Wednesday night for a prisoner
who escaped from New Hanover
County sheriff's deputies who had
stopped for dinner at the Golden
Corral Family Steak House on
U.S. 70.
Five prisoners were being taken
to Central Prison in Raleigh when
the -escape occurred. Officers
used police dogs to search for
Steven C. Taylor, 21, who was
serving 30 years for armed rob-
bery.
The deputies said they had
stopped to eat about 9 p.m: and
left the prisoners in a locked`van.

a
- North Carolina Department of Cultural Resources
James G. Martin, Governor Division of Archives and History
Patric Dorsey, Secretary William S. Price, Jr., Director
March 17, 1987
9r
M>40ra14DUM ApR
1319
TO: Thomas E. Carroll -/ski 8%
Land Quality Section �
Division of Land Resources, DICWD YS(('T/O�
FROM: David Brook, Deputy State
historic Preservation Officer
SUBJECT. Application for Mining Permit
Martin Marietta Aggregates, Fuquay Quarry, .
Wake County, LR 87-7933.87-8041
Thank you for giving us the opportunity to review and comwenr on the
above project pursuant to Chapter 74, Article 7 of the Borth Carolina
General Statutes.
Because of the location and topographic situation of the proposed
project area, it is unlikely that any archaeological sites which may be
eligible for inclusion in the National Register of Historic Places will
be affected by the proposed borrowing. We therefore recommend that no
archaeological investigation be conducted in connection with this
project.
Thank you for your cooperation and consideration. If you have questions
concerning the above comments, please contact Ms. Renee Gledhill -Earley,
Environmental Review Coordinator, at 919/733-4763.
DB:slw
109 EastJones Street • Raleigh, North Carolina 27611
[phone]

State of North Carolina
Department of Natural Resources and Community Development
Division of Lind Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor Stephen G. Conrad
S. Thomas Rhodes, Secretary March 4, 1987 Director
Acie Hobby
134 Bay Drive
Cary, North Carolina 27511
RE: Martin Marietta Aggregates
Proposed Fuquay Quarry
Wake County
Dear Mr./Mrs. Hobby:
Thank you for your letter of March 1, 1987 expressing your concerns
regarding Martin Marietta Aggregates application for a mining permit for the
operation of a crushed stone quarry in southern Wake County. .
The concerns you expressed certainly deserve evaluation. Before making a
decision to grant or deny the permit is made, these concerns as well as my
others within the jurisdiction of N. C. General Statue 74-51 of. the Mining Act
of 1971 will be carefully considered.
The Groundwater Section of the Division of Environmental. Management is
currently evaluating what impact, if any, the proposed operation will have on
ground water. Similarly, the applicant has applied for a National Pollution
Discharge Elimination System (NPDES) permit with the Water Quality Section of
Division of Environmental Management. A NPDES permit has specific guidelines on
the characteristics any discharge so that it will not be degrading to the
receiving waters. The mining permit, if granted, would specifically site the
operators responsibility to comply with those water quality standards. If you
need specific information of the standards, you are encouraged to contact the
Water Quality Section in the Raleigh Regional Office at [phone].
Blasting standards utilized by this Department are based upon extensive
studies conducted by the United States Bureau of Mines (USBM). Through these
studies conducted over several years, they (USBM) established that blasting
could be conducted safely if peak particle velocities (a measure of ground
motion) did not exceed 2 inches/second. Our Department currently utilizes half
of that or a 1 inch/second upper limit.
1'0. Box 27687, Raleigh, North Carolina 27611-7687 telephone [phone]
An Equal Oppommiry A(firmanve Action Employer

Mr./Mrs. Hobby
March 2, 3987
Page 2
The comments you made pertaining to air quality are being reviewed by our
Department. A separate air quality permit will have to be issued for this site.
Again, mining permits reference the obligation of an operator to comply with
standards of air quality. If you need additional information, please contact
the Air Quality Section at [phone].
The truck traffic and associated offsite safety aspects are not within our i�
Department jurisdiction. Trafco fic ncerns should be directed to the highway 601
Patrol to making a decision%of gra t or deny the permit.
Again, thank you for your input. Please advise at [phone] if. I can
be of further assistance.
Sincerely,
JOM�C�~~�
s E. Carroll, P.
Acting Mining Specialist
Land Quality Section
TEC/cft
cc: Mr. John Holley

Acie Hobby
134 Bay Drive
Cary, NC 27511
March 1, 1987
Land Quality Section
Division of Land Resources
N.C. Dept. of Natural Resources
and Community Development
P.O. Box 27687
Raleigh, NC 27611
Dear Sir
In response to Martin Marietta Aggregates request for
a mining permit on 215 acres located 3 1/2 miles west
of Fuquay located near SR 1119 in Wake County, I have
great concerns about a quarry which requires blasting
and creates dust in a populated community.
I own an adjoining 130 acre farm, and I question if my
property can be adequately protected from the prolonged
effects of the quarry.
Sincerely, /
Acie Hobby

North Carolina Department of Cultural Resources
James G. Martin, Governor
Patric Dorsey, Secretary
March 17, 1987
MEMORANDUM
TO:
FROM:
Thomas E. Carroll
Land Quality Section
Division of Land Resources, DNR.CD
David Brook, Deputy StateN/\)//r(/(�-J`
Historic Preservation Officer
Division of Archives and History
William S. Price, Jr., Director
MAR 18 196(
LAND QUALITY SECTION
SUBJECT: Application for Mining Permit
Martin Marietta Aggregates, Fuquay Quarry,
Wake County, ER 87-7933
Thank you for giving us the opportunity to review and comment on the
above project pursuant to Chapter 74, Article 7 of the North Carolina
General Statutes.
Because of the location and topographic situation of the proposed
project area, it is unlikely that any archaeological sites which may be
eligible for inclusion in the National Register of Historic Places will
be affected by the proposed borrowing. We therefore recommend that no
archaeological investigation be conducted in connection with this
project.
Thank you for your cooperation and consideration. If you have questions
concerning the above comments, please contact Ms. Renee Gledhill -Earley,
Environmental Review Coordinator, at 919/733-4763.
DB:slw
109 East Jones Street • Raleigh, North Carolina 27611
[phone] ,

DI,PARTMENT OF NATURAL P.ESOUR.CSES & COADTNITY DEVELOPMENT
LAND RESOURCES DIVTSION
LAND CUALT.T.Y SECTION
T1q.EPH0NE LOG
Sheet
Date
County C
Call received X Call placed_
1. Project: m�/�/: Lam` Z:COPNi
2. Conversation with: u 5,,��'�lQC4A.i__ C'
�,�jlyeD
3. Content of conversation: .Fi,,4e'/
, (JCo� &-Q_
Filled by: �cu'40e

IMPORTANT
WHILE
of Q
Phone CJ /
AREA CODE NUMBER EXTENSION
TELEPHONED
PLEASE CALL
CALLED TO SEE YOU
WILL CALL AGAIN
WANTS TO SEE YOU
URGENT
RETURNED YOUR CALL
1E.
Signed
N. C. Dept. of Natural Resources and Community Developmedt

Ll
NORTH CAROLINA DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT
Date
To:
From:
Remarks:
❑ Note and file
❑ Note and return to me
❑ Note and a. me about this
❑ For your approval
❑ Per our comet eation
❑ Par you, raaueat
19_
❑ Note, Initial and forward
O Your rommenta, please
❑ For your Information
❑ Prepare reply for my signature
❑ Prepare Information for me to reply
0 Plane enawe, with copy to ma

DEPARTMENT OF NATURAL P.F.SOURCSES & COWiLINITY DEVELOPMENT
LAND RESOURCES DIVTSLON
LAND CPALTTY SECTION
91ELFPHONE LOG
Project: /Ae-,, . tl
Z. Conversat:ton with:
9. Content of conversa
Sheet
Date 3 3O
County
Call received % Call placed
Filled by:

I
® North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27611, 919-733-3391
Charles R. Fullwood, Executive Director
April 2, 1987
L M7c
EVl
MEMORANDUM ApR J ��C
qu
TO: Tom Carrollu�tL�)'}
Land Quality, DNRCD SECTION
FROM: Don Baker, Program Manager(
Habitat Conservation
SUBJECT: Martin Marietta Mine Near Fuquay,
Wake County
We find no cause for objection to the subject project
so long as adequate silt and sediment control measures are
implemented and maintained, and reclamation plans are
implemented in a timely manner. Our primary concern is that
Buckhorn Creek is not negatively impacted by the project.
DB/lp
Enclosure

State of North Carolina
��c�„� ural Resources and Community Development
Division of Land Resources
U� (tip alisbury Street Y Raleigh, North Carolina 27611
Stephen G. Conrad
April 1, 1987
b ' Director
MFMnuAmnum
TO: Don Baker, Wildlife Resources
FROM: Tom Carroll, Land Quality Section
SUBJECT: Martin Marietta Mining Permit Application
Proposed Fuquay Quarry - Wake County
Please find enclosed a copy of the above referenced permit application and
detailed site plan. We are currently reviewing the proposal and would
appreciate receiving any comments you or your staff has on the matter.
Please return your written comments to me by April loth so that we may
complete our review within statutory requirements. Thank you for your continued
cooperation.
TEC/cft
Enclosures APR ) iCR7
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmanve Action Employer

PAGE.
MARTIN MAR:I:ETTA PERMITTED
LIST MINE::: -.NAME:
1 HURL INGTON QUARRY
2 CAIiiARRUS
3 HICKORY QUARRY
4 S':I:LER CITY QUARRY
5 KINGS MOUNTAIN QUARRY
6 NEW BERN CLARKS QUARRY
7 NEW IlERN QUARRY
0 T'HOMASVILLE QUARRY
9 BE:SSEMER CITY QUARRY
10 .JAMEST OWN QUARRY
11 POMONA QUARRY
12 HIC ONE: QUARRY
13 WEL.DON QUARRY
14 WE nnai ni inr: r,v
15 S'TATES'VILL-E QUARRY
16 DENSON QUARRY
17 LEMON SPRINGS QUARRY
10 DENVER QUARRY
19 ARROWCIOD QUARRY
20 CHARLOTTE QUARRY
21 MATTHEWS QUARRY
2.2 MALLARD CREEK
23 VASS QUARRY
24 CASTLE HAYNE QUARRY
25 CASTLE HAYNE MINE,.
26 BE::I-GRADE QUARRY
27 ROCKY POINT QUARRY
2S FOUNTAIN QUARRY
29 ASHEBORO QUARRY
30 I-II:)F MAN ,SAND PIT
31 REi:I.D.SV:I:LL.E QUARRY
32 KANNAPOLI:S QUARRY
33 WOODLE:AF QUARRY
34 BAKERS QUARRY
3:5 GARNER QUARRY
36 RAL.EIC. H-•DURHAM QUARRY
:37 LAKE TRO JAN QUARRY
MINES :I:N`NORTH' CAROI...:I:NA•
COUNTY PERMIT
ALAMA
1-2
CABAR
13-25
CATAW
10-1
CHATH
1 9- 2
CL..EVE:.
2.3--2
CRAVE
25--12
CRAVE
25-2
DAV:LD
2 9 -3
GA.STO
36-12
GUII...F
41-4
GU I.I...1=
41
GU'I.LF
41--6
HAL.IF
42-8
IRE.DE.:
49- 1
JOHNS
51 --1 0
L..I:1.'
53-1
MECKL
60-1
MECKL
60-2
MECKL
60--4
MECKL.
60••-9
M(:)(:IRE
63--9
NEW H
65-1
NEW H
65--3
CINSLO
67•- 1
PE:NDE
69-6
PITT
74 -2
RANDCI
76 -2
R:CCHM
77--3
ROCK 1
79-6
ROWAN
80--1
ROWAN
80•-2
UNION
90--2
WAKE
92- 1
WAKE:
92--11
WAKE::
92.-9

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l L t' 10V

MARTIN MARIETTA AGGREGATES
Mr. Thomas E. Carroll
Acting Mining Specialist
Division of Land Resources
P. 0. Box 27687
Raleigh, North Carolina 27611-7687
Subject: Application For A Mining Permit
Fuquay Quarry Site
Wake County
Dear Mr. Carroll:
P O. BOX 30013
RALEIGH, N.C. 27622 0013
TELEPHONE [phone]
February 20, 1987
FEB 2 0 1987
_NINE Yun>_iI'i )tGI10N
Attached for your review is an original and one copy of a completed mining
permit application covering our proposed quarry site located off SR 1119
1.5 miles north of Highway #42.
Also included is a detailed erosion and sedimentation plan developed by
Little & Little.
We trust that the attached information
your approval. Please give me a call
for additional information.
HSW/oe
Attachments
is adequate and that it meets with
if there are any questions or the need
Sincerely,
Y �.
Horace S. Willson
Manager
Environmental Services

APPLICATION FOR
NORTH CAROLINA MINING
In 1971, the North Carolina General Assembly created
the North Carolina Mining act, General Statutes 74-50.
After July 1, 1972, no operator shall engage in mining
without having first obtained from the Department an
operating permit which covers the affected land and
which has not been terminated, been revoked, been
suspended for the period in question, or otherwise
become invalid.
State of North Carolina
Department of Natural Resources
and Community Development
Division of Land Resources
Land Quality Section
P.O. Box 27687
Raleigh, North Carolina 27611
[phone]

APPLICATION FOR A MINING PERMIT
1. Name of Mine Fuquay Quarry County wake
2. Name of company Martin Marietta Aggregates
3. Home Office Address 2710 wycliff Road
Raleigh, North Caroling 97607
4. Permanent address for receipt of official mail P • 0. sox 30013
Raleigh NC 27622 'Telephone [phone]
5. Mine Office Address S.R. 1119, approximately 1.5 miles north of Hwy. #42
Telephone
6. Mine Manager Martin Marietta Aggregates manager to be named at later date.
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.
"Signature
Title President
Date February 20, 1987
'The Land Quality Section should
be notified of change in permanent
address or telephone number.
"Signature of company officer required.

APPLICATION FOR A MINING PERMIT
A. General Characteristics of Mine.
Total acreage at site for which permit is requested:
Acres owned Acres leased ?IS Property owner if leased
2. Name of materials mined: Granite
3. Mining method: Hydraulic Dredge Underground X
Shovel & Truck Dragline & Truck Self -loading Scraper
Other Front end loaders may he used in pinra of ch90B1
4. a. Expected maximum depth of mine 1 ?nl+ first In years
b. Expected average depth of mine 60 + first, In 37ears '
5. Area of previous activity: (Identify these areas on your mine map.)
a. Area of previously affected land at present site that is inactive and has not been
reclaimed: N/A
(Note: Mine map should clearly indicate any disturbed areas not to be included
in this permit application. Explain why these areas should not be included.)
b. Acres previously reclaimed at present site
B. DETERMINATION OF AFFECTED ACREAGE AND BOND
1. Number of years for which permit is requested In (10 years maximum).
2. Total affected acreage to be disturbed during initial year of operation:
a. Area used for tailing ponds 2 acres
b. Area used for stockpiles 5 acres
c. Area used for waste piles 4 acres
d. Area used for processing plants and onsite haul roads 26 acres
e. Area of mine excavation, including areas being prepared for mining, actively
mined, and inactive but not reclaimed. 8 acres
f TOTAL a•e 45 acres
3. ESTIMATE THE MAXIMUM AMOUNT OF LAND TO BE DISTURBED AND
UNRECLAIMED AT ANY ONE TIME DURING THE LIFE OF THE PERMIT.
65 acres

APPLICATION FOR A MINING PERMIT
I
3:. Gerierally describe the sequence of land disturbing activities and reference the se-
quence to the mine map(s).
Please refer to construction sequence noted on Sheet 1 of the attached
mine map.

APPLICATION FOR A MINING PERMIT
1
q. Check acreage to be bonded': Total affected acreage fiqure from 82;:OR53(page
2) whichever is larger equals acreage to be bonded. (See 15 NCAC 513.0003 for bond
amounts.)
0 - 4.99 acres
5 - 9.99 acres
10 - 24.99 acres
x. 25t - acres
$. Will your company file a blanket bond covering all of its mining operations in North
Carolina?
Yes x No
C. PROTECTION OF NATURAL RESOURCES
Does the operation involve washing the material, dewatering the mine or other
waste water handlingldischarge from your mine or plant?
If yes, provide evidence that you have applied for or have obtained a water quality
permit from the Division of Environmental Management
See attached letter addressed to DNRCD, Water Quality Section
2. a. Will the operation involve crushing or any other air contaminant emission?
Yes x No
If yes, indicate evidence that you have applied for or have obtained an air quality
permit issued by the Division of Environmental Management
See attached letter addressed to DNRCD. Air
b. How will fugitive dust from stockpiles, haul roads, etc. be controlled?
Water truck equipped with spray systems for roads, pit muckpiles
and plant stockpiles.
'In lieu of the surety bond required by this section, the operator may file with the
Department a cash deposit, negotiable securities, a mortgage of real property accep-
table to the Department, or an assignment of a savings account in a North Carolina
bank on an assignment form prescribed by the Department.

APPLICATION FOR A MINING PERMIT
4. a. How wide a buffer will be maintained between any mining process and any ad-
joining property or highway right-of-way?
The pit excavation will eventually come to within 100' of the
east property line. All other processes are well within the
property boundary.
b. Describe other methods being taken during mining to prevent physical hazard
to any neighboring dwelling house, public road, public, commercial or in-
dustrial building from any mine excavation.
This operation will conform to the standard safety practices as
set forth by the U. S. Bureau of Mines and the N. C. Department
of Labor.
Blasting is addressed under item 9.
c. Describe what kind of barricade will be used to prevent inadvertent public entry
along any high wall area.
Fencing will be provided along high wall areas that have been
mined out and considered dangerous. In other areas, the slope
of the overburden will be cut to 2:1 with a 10' ledge on top
of the rock.

APPLICATION FOR A MINING PERMIT
5. Describe erosion and sediment control measures to be taken before and during
mining to prevent offsite sedimentation, (include specific plans for erosion control
for mine excavation, waste piles, and process areas), and give a sequence of in-
stallation. Location(s) of erosion and sediment control measures must also be in-
dicated on mine map. Engineering designs and calculations shall be required when
needed to justify the adequacy of proposed measures.
The erosion and sediment control drawings address this issue in
detail. Drainage calculations and pipe sizing, etc. are included.
6. Describe methods to prevent landslide or slope instability adjacent to adjoining
properties during mining.
The mining activity will come no closer than 100' to an adjoining
property line.
7. Are acid producing minerals or soils present? If so, describe how acid water pollu-
tion will be prevented.
N/A

APPLICATION FOR A MINING PERMIT
8. Describe plans for screening operations from public view such as maintaining or
planting trees, bushes or other vegetation, building berms or other measures. The
location of visual screening should be shown on the mine map.
Existing natural screening and topographic relief will provide
adequate screening from the entire operation.
9. If explosives will be used, describe what precaution will be used to prevent
physical hazard to persons or neighboring property by flying rocks or excessive air
blasts or ground vibrations. Locate the nearest offsite structures on the mine map.
Blasting will be conducted by and under the direction of experienced
and licensed personnel. Blasts will be monitored by seismograph to
assure that vibration levels are well within guidelines set by the
State. Adjacent property is buffered by trees and topographic relief.

APPLICATION FOR A MINING PERMIT
10. What is the depth to the ground water table? If the mine excavation extends below
the water table, how will mine dewatering impact neighboring wells? Locate any
wells on the mine map that are located within 500 feet of the permit area if the
mine excavation will extend below the ground water table.
Studies at granite operations have shown that the area of influence
is within 500' of the pit wall. The nearest neighboring well is
over 1,200' from the final pit limit located in the southwest corner.
The depth of the groundwater table averages approximately 20'. This
is based on observations made during the exploratory drilling phase.
11. What precautions will be taken during mining operations to prevent significant
adverse effects on wildlife, or freshwater, estuarine or marine fisheries?
All natural vegetation will be retained prior to pit or plant expansion.
Approximately 60% oftheproperty will be left in its existing state based
on current pit limits.
Pit rainwater and groundwater will be the only discharge from this
operation. This discharge will be covered by our NPDES permit.

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
1. a. Describe your intended plan for the reclamation and subsequent use of all affected
lands and indicate the general methods to be used in reclaiming this land:
Reclamation of disturbed areas will be an ongoing part of the operating
plan. At such time as the decision is made to terminate operations at
this site, a final reclamation plan will be submitted to the Division of
Land Resources which will cover the final reclamation of the disturbed
areas by clearing, grading and planting of grasses and trees. The ex-
cavation itself will be allowed to fill with groundwater and could be
used for water storage, recreational or other uses.
b. If an excavated or impounded body of water is to be left as a part of the reclama-
tion, estimate the average depth of water. Will the water body be stocked with fish?
If so, specify species.
The pit and supply pond will remain as permanent water uses. The average
depth of water in the pit will be determined by the ultimate depth of the
pit at the time operations are terminated. The stocking of fish will be
left to the discretion of the landowner, Mr. Elmer C. Burt. The average
depth of the supply pond will be 13.85' at Elev. 335'.

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
2. In excavation of unconsolidated materials, indicate the grade of regraded slopes.
A surface gradient will be established such that no slope will be greater
than the angle which can be retained by vegetative cover or other adequate
erosion control measures.
3. Describe provisions for safety to persons, and to adjoining property in all completed ex-
cavations in rock including what kind of permanent barricade will be left.
A perimeter fence will be placed around all excavations upon completion
of our mining operation.
4. Indicate method of reclamation of overburden, refuse, spoil banks or other such mine
waste areas, including specifications for benching and sloping.
Spoil banks will be graded and revegetated with appropriate grasses or trees
native to the area. Residual overburden not required for the development of
the site will be utilized in area construction. Refuse will be handled in
accordance with existing State and County requirements.
5. State what precautions will be taken in reclamation to insure that the reclaimed site is
not detrimental to animal or fish life.
The pit area will fill with water which will provide an excellent supply of
clear water. The remaining area will be vegetated with a suitable cover
which will provide food and,protection for wildlife.

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
6. Describe reclamation of processing facilities, stockpile areas, and onsite roadways.
All structures and buildings will be removed from the site with the exception
of any buildings that have been approved by the County to remain for use by
the landowner. All stockpiles will be sold off prior to closing. Areas
occupied by materials of this type will be covered with soil to a depth to
adequately support a permanent vegetative cover. onsite roadways not needed
for future development of the site will be graded and vegetated.
7. State the method of reclamation of settling ponds and/or sediment control basins.
Upon the cessation of the quarrying operation, the settling ponds and sediment
control basins will be filled, graded and covered with vegetation.
8. State the method of control of contaminants and disposal of scrap metal, junk
machinery, cables, or other such waste products of mining. (Note definition of refuse in
The Mining Act of 1971)
These items will be landfilled on the property in the area located north of
the sediment storage area. This area will be well isolated from view.
Waste oil will be stored in a tank for periodic pickup by a certified waste
oil hauler.

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
9. Indicate the method of restoration or establishment of any drainage channels to a con-
dition minimizing erosion, siltation and other pollution. Give design details of any per-
manent channels to be constructed.
Please refer to the design details in the attached booklet, specifically
details #4 and #10.
10. Describe provisions for prevention of noxious, odious or foul water collecting or remain-
ing in mined areas.
The pit area will fill with water. The overflow from this pond will follow
the existing natural drainage to Buckhorn Creek. All other areas will be
sloped and graded to prevent ponding.
11. What is the proposed final restored grade in unconsolidated materials?
3:1 will be the average grade. Some areas may vary depending on best use
at the time. All areas will be graded and vegetated to provide a suitable
landscape for the area.

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
12. Describe your plan for revegetation or other surface treatment of the affected areas.
This plan must include recommendations for time of seeding and the amount and type
of seed, fertilizer, lime and mulch per acre and general seeding instructions for perma-
nent revegetation and temporary revegetation if necessary. Revegetation utilizing pine
seedlings only is not acceptable NOTE: Revegetation Plan must be approved and signed by
one of the following:
(a) Authorized representatives of the local Soil and Water Conservation District having
jurisdiction over lands in question;
(b) Authorized representatives of the Division of Forest Resources, Department of
Natural Resources and Community Development;
(c) County Agricultural Extension chairmen or Research and Extension personnel head-
quartered at North Carolina State University in the School of Agriculture and Life
Sciences;
(d) North Carolina licensed landscape architects;
(e) Private consulting foresters referred by the Division of Forest Resources, Depart-
ment of Natural Resources and Community Development;
(f) Others as may be approved by the Department.
LIME - RATE OF APPLICATION: 2 tons/acre (3 tons/acre in clays)
FERTILIZER - TYPE AND RATE OF APPLICATION: 1000 lbs/acre 10-10-10
SEED - TYPES(S) AND RATE OF APPLICATION: See Seeding Schedule on Mine Map
SEEDING SCHEDULE: (Sheet 1 of 3) or on Page 2 of attached Site Data
booklet.
MULCH - TYPE AND RATE OF APPLICATION: 2 tons/acre small grain straw
anchored with asphalt emulsion @ 300 gal/acre.
OTHER VEGETATIVE COVERS: Virginia or loblolly pines will be planted as
desired to improve area screening
Revegetation and/or reforestation plan approved by:
Signature
Title L dscape Architect (NC #323)
Agency Little & Little
Date 16 February 1987

APPLICATION FOR A MINING PERMIT
RECLAMATION PLAN
13. Provide a schedule of reclamation that indicates the sequence of reclamation and ap-
proximate time frame. These should be labeled on the mine map.
(Add sheets if necessary)
The affected land as outlined in this permit and shown on the attached
map is expected to be in use beyond the maximum permissible permit period.
In the past, it has been our policy to establish ground cover of grasses
and/or trees on earth berms, dikes, and dams as soon as practical after
contruction and on spoils piles.no longer_inuuse.
14. NOTIFICATION OF ADJOINING LANDOWNERS
The "NOTICE" form or a facsimile thereof attached to this application should be sent
certified or registered mail to the adjoining landowners indicated on the mine map
unless another means of. notice is approved in advance.
The completed "Affidavit of Notification" attached to this application must be submit-
ted before the application is considered complete.

APPLICATION FOR A MINING PERMIT
LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right of entry and
travel upon our lands or operation during regular business hours for the purpose of making
necessary field inspections or investigations as may be reasonably required in the administra-
tion of this Act, so long as the Department or its appointed representatives are accompanied
by an gent or representative of our Company.
We further grant to the Department or its appointed representatives the right to make whatever
entries on the land as may be reasonably necessary and to take whatever actions as may be
reasonably necessary in order to carry out reclamation which the operator has failed to complete
in the event a bond forfeiture is ordered pursuant to Section 14.
*Signed %Ll/an Y hE
Title President 4
Mine
Fuquay Quarry
Company Martin Marietta Aggregates
`Signature should be the same as the officer who signed the application for a permit.
Return to:
Land Quality Section
Appropriate Regional Office
(see attached list of Regional Offices)

APPLICATION FOR A MINING PERMIT
15. MAPS
1. Two copies of the county highway maps and two copies of mine maps should be
submitted with each permit application.
County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh, North Carolina 27602
Mark clearly the location of your mining operation on the county highway maps.
2. Mine maps should be accurate drawings, aerial photographs or enlarged topographic
maps of the mine area and of a scale sufficient to clearly show the following:
a. Property lines or affected area of mining
b. Outline of pits
c. Outline of stockpile areas
d. Outline of overburden disposal areas
e. Location of processing plants (processing plants may be described as to location
and distance from mine if sufficiently far removed)
f. Location and name of streams and lakes
g. Outline of settling ponds
h. Location of access roads
i. Map legend:
I. Name of Company
2. Name of Mine
3. North arrow
4. County
5. Scale
6. Date prepared
7. Name and title of person preparing map
j. Names of owners of record, both public and private, of all adjoining land
THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE WITHOUT ITEMS 2 a•j
BEING ADEQUATELY ADDRESSED.
The mine maps should be correlated with the reclamation plan. The approximate
areas to be mined during the life of the permit should be clearly marked.
If reclamation is to be accomplished concurrently with mining, then show segments
that are to be mined and reclaimed during each year of the permit.
Add drawings showing typical sections or cross sections and layout of proposed
reclamation where such drawings will assist in describing your reclamation.

APPLICATION FOR A MINING PERMIT
AFFIDAVIT OF NOTIFICATION
Horace S. Willson , an applicant, or an agent, or employee
of an applicant, for a Mining Permit from the N.C. Department of Natural Resources and Com-
munity Development, being first duly sworn, do hereby attest that the following are known owners,
both private and public, of the land adjoining the proposed mining site and that notice of the
pending application has been caused to be mailed, by certified or registered mail, to said owners
at their address shown below, such notice being given on a form provided by the Department:
(Name) (Address)
See attached list
(Attach additional list if necessary)
I do also attest that the following is the chief administrative officer of the county or municipali-
ty in which the proposed mining site is located and that notice of the pending application has
been caused to be mailed, by certified or registered mail, to said office at the following address:
(Name) (Address)
Richard Stevens, County Manager P. 0. Box 550, Raleigh, NC 27602
The above attestation was made by me while under oath to provide proof satisfactory to the
Department that a reasonable effort has been made to notify the owners of record of the adjoin-
ing land and the chief administrative officer of the county or municipality.in compliance with
N.C.G.S. 74-50 and 15 N.C.A.C. 5B .0004(d). I understand that it is the responsibility of the appli-
cant to retain the receipts of mailing showing that the above notices were caused to be mailed
and to provide them to the Department upon request.
If person executing Affidavit is an agent or employee of an applicant, provide the following
information: (Name of applicant) Horace Willson ; title of person executing
Affidavit) Manaoar, Fnvirnnmontnl Cervices.
Robert W. Edwards
State of North Carolina, di
personally appeared before
was made by him.
a Notary F
hereby certify
me this day and
ublic of the County of—
that
under oath acknowledged that the above Affidavit
Witness my hand and notarial seal, this
2 7-4
1977.
Notary
My Commission expires: aj"t e I / ;F Ja

APPLICATION FOR A MINING PERMIT
NOTICE
Pursuant to provisions G.S. 74-50 of The Mining Act of 1971, notice is hereby given
that Martin Marietta Aggregates has applied
(Company Name)
on February 20, 1987 to the Land Quality Section, Division of Land Resources, North,
(Date)
Carolina Department of Natural Resources and Community Development, P.O. Box 27687, Raleigh,
North Carolina 27611 for a surface mining permit to commence mining of
Granite on 219 acres located 31, west of Fuquav-Varina
(Mineral, Ore) (Number) (Miles) (Direction) (Nearest Town)
near road SR 1119 in wake
(Road) (Name of County)
In accordance with G.S. 74.50, the mine operator is required to make a reasonable effort to
notify all owners of record of land adjoining the proposed site, and to notify the chief administrative
officer of the county or municipality in which the site is located. The property owner may file
written comment(s) within ten (10) days following receipt of this notice to the Department.at the
above address. Should the Department determine that a significant public interest exists, a public
hearing will be held in accordance with the Department of Natural Resources and Community
Development, Mining, Mineral Resources Regulation Subchapter 5B, .0011.
February 20, 1987
(Date Mailed to Addressee)
Martin Marietta Aggregates
(Address of Applicant)
P. 0. Box 30013, Raleigh, NC 27622

ADJOINING PROPERTY TO PROPOSED FUQUAY QUARRY
849-3 Fletcher T. Tutor
Route 1, Box 236
Holly Springs, NC 27540
862-4 Donald Ray Stephens
Route 1, Box 234E
Holly Springs, NC 27540
862-6 Homie Cecil O'Connell
Route 1
Holly Springs, NC 27540
863-1 John C. Adcock
503 S. Spring Avenue
Fuquay-Varina, NC 27526
863-3 Thomas J. Seagroves
Box 85
Holly Springs, NC 27540
863-5 A. C. Hobby
Route 1
Fuquay-Varina, NC 27526
Richard Stevens
County Manager
Wake County
P. 0. Box 550
Raleigh, NC 27602

North Carolina Department of Environment, Health, and Natural Resources, rT
Division of Land Resources, land Quality Section
MINE INSPECTION REPORT U rgg
(PERMIII'ED MINE)
1. MINE NAME f0a, A;9p 2. MINING PERMIT# 9A -1-1 �
3. OPERATOR -"''fbi74c<t w,4z StW 4. COUNTYidMwE
5. ADDRESS ArN 3--r Zaoi3 PO4r%4 de Y' 'L 6. PERMIT EXPIRATION DATE 7-17-97
7. Person(s) contacted at site —
8. Was mine operating at time of inspection? ❑ Yes No 9. Pictures? ❑ Yes ❑ No
10. Date last inspected: / yii 5fA 11. Any mining since last inspection? QYes �$`] No
12. Is the mine in compliance with the Operating Conditions of the Permit? Yes ❑ No
If no, explain:
13. Is the mine in compliance with the Reclamation Conditions of the Permit? IWyes ❑ No
If no, explain:
14. Did any of the above deficiencies result in offsite damage? []Yes A No If yes, describe the type
and severity of the damage:
15. Corrective measures needed -and/or -taken:
16. Other recommendations and comments:crwri4zc2-° 7r. ytrArjoyl4l S�1ii/��7' cr«7nx_
.�1E2tirsJr`5
17. Is the Annual Reclamation Report +/- map accurate? Yes El No (Explain) ❑Not Reviewed
18. Follow-up inspection needed? ❑ Yes I' 'No Proposed date_/_/
19. No. of additional pages of Inspection Report_. 20. Copy of Report sent to operator _7j' / a /,7,/
(date)
INSPECTEDBY: iM DATE _/ / T
Phone No: (9l9 ) 57/ 47cO TT
White copy to file Yellow copy to operator Pink copy to Mining Specialist
9/91
N

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MESSAGE
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/Y�i �� �'V "'✓P.�(%(I/(0. �iu.,..%fn7e� p;,r[�i�� ��5 T([l,� /Signed
Wilson Jones Company
anAvuXE Ponu, L.. ]� . T 1 879
0 419•PPIXiEU IN U.9.A
SENDER —DETACH AND; RETAIN YELLOW, COPY, SEND WHITE AND PINK COPIES WITH CARBON INTACT.

NORTH CAROLINA DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT
Date /i 1/ .2- ii% ) 7 19_
To: /G --. 1 �c�.:cFro d
From: `-� �2c
Remarks:
❑ Note and file
❑ Note and return to me
Not. and sae me about this
for your approval
❑ Per our conversation
0 Par your repast
Note, Initial and forward
Your commence, pleeae
❑ For Yaur Informaion
❑ Prepare reply for my signature
❑ Prepare Information for me to reply
Please .newer, wish copy to ma

IMPORTANT
DaA i
I
Message
Signed
N. C. Dept. of Natural Resources and Community Development

By LAURA J. TOLER
Staff writer
A stone company's plan to route
trucks from its proposed new
granite quarry in southern Wake
County along a Harnett County
road is kicking up dust in the rural
community of Duncan.
More than 400 Duncan residents
signed a petition to the Harnett
County Commissioners Tuesday
against letting Martin Marietta
Aggregates use Secondary Road
1406, also called Betts Pond Road.
The quarry is proposed for 215
acres in southern Wake County
near the Harnett Countyline, 31A
miles west of Fuquay-Varina.
Last month, Martin Marietta
filed suit in Wake Superior Court,
appealing the Wake Board of
Commissioners' denial in May of
a special -use permit for the quar-
ry-
, awaiting the suit's out-
come, the company has asked the
state Department of Transporta-
tion.for cost estimates on upgrad-
ing several roads, including S.R.
1406, to handle quarry trucks.
DOT has not answered.
The vehicles would carry 60
loads daily of about 18 tons of rock
each from the site, said John F.
Long, Martin Marietta's director
of governmental affairs.
Duncan residents object, saying
the trucks would threaten.chil-
dren's safety, cause health prob-
lems and lower property values.
The Harnett commissioners unan-
imously adopted a resolution sup-
porting about 150 residents who
crowded into their meeting Tues-
day, voicing opposition to quarry
trucks on S.R. 1406.
However, board chairman
Lloyd G. Stewart of Lillington said
Thursday, "We don't have any
authority to keep them off the
road."
When the 50 or more families
that live on S.R. 1406 heard about
Martin Marietta's interest in the
road, they raised some of the
same questions Wake residents
had voiced in May concerning the
proposed quarry.
Residents fear for the safety of
children who live along the 'road,
and the quarry and truck dust
would worsen some citizens' re-
spiratory ailments; said Brenda.
G. Lett of the recently formed
Duncan Community Citizens
Against Martin -Marietta. Ap-
praisers say' property Values will
drop if the quarry is built, she
said.
It's something nobody wants
for a neighbor', and it's going to
stop our growth down here,"
Betty S. Bissette, who lives on
S.R. 1406, said Thursday.
Martin Marietta, which oper-
ates 150 quarries in 12 southeast-
ern and Midwestern states, ar-
gues that the quarry would make
a good neighbor.
"We're the largest aggregate -
producing company in America,
and we have our reputation on the
line,'," Long said. "We're not going
to go into a neighborhood and
destroy the neighborhood."
The quarry would pay taxes,
buy supplies and hire at -least 25
people locally, as well as provid-
ing a nearby source of materials
for area builders, he said.

UNC Chancellor Christopher C. Fordham III speaks ,at
council meeting Friday
the controversy about Crum be-
cause it was a personnel matter,
and a "two-sided dialogue" on the
matter was impossible.
He added, "There is nothing to
prevent the constant publication
A the information provided by
unidentified sources, even when it
Is clearly inaccurate, not neces-
sarily by those who obtain it, but
in the final account.
Robert C. Eubanks, chairman
A the UNC-CH Board of Trustees,
>aid after the meeting that he did
iot know how the football contro-
✓ersy would be resolved, but
tssumed the decision would be
arum's.
"I've read the decision is Dick's
frtlfs
payout of. $300,0o0 for Crum an
��^
an unspecified amount for .his o_
assistant coaches.
The university would be bbligal
ed for Crum's base salary; ;which„
is $87,300 annually. -
He is estimated to earn an+
additional $100,000 a year feom,a`
television show, a football camp,
and other coaching perks:Sources 1
have said the remainder'of any,
settlement, should Crum '.leave
before his contract was up; would:
be raised by members 'of 46e
Educational Foundation; orRamsx
Club.
Eubanks said he was unaware
of any negotiations for a, seftle--
ment. y
"I'm on the board of the Rrhipa_

DEPARTMENT OF NATURAL RESOURCSES S COPIMUNITY DEVELOPMENT
LAND RESOURCES DIVISION
LAND QUALITY SECTION
TELEPHONE LOG
Sheet Date ?A
County
Call received Call placed X
1. Project: 1 f-v1 `6'"d'�))+��;Cg-il-410VA-41 /
2. Conversation with: (
3. Content of conversation: ;-� Z�/ " OCA . q C ye GY
7�
6S.
Filled by:

MEMO.
TO:�l l LL
DATE:
SUBJECT:
C 6C, 6 (le CQ- OLL� ( ew�� — 6/�el 0-(-� 0-� � ( L T t e__s
e
,. STAlf.
{ North Carolina Department of Natural
�. Resources &Community Development

TO
AT
SUBJECT!/Ii nLw�f"I•..�t MCGi✓i PG._.r.
Y/!Ul
1 (�1�4 T d'� Y'rt'' i��—P NG LCP _
DATE /2•/O %
s-F
DUPLICATE SIGNED
I
RED�FORM 4S 469 SEND PARTS 1 AND 3 WITH CARBON INTACT. -
rarruimses�n'ev PART 3 WILL BE RETURNED WITH REPLY.
DETACH AND FILE FOR FOLLOW-UP

r,
DEPARTMENT OF NATURAL RESOURCSES & COMMUNITY DEVELOPMENT
LAND RESOURCES DIVISION
LAND QUALITY SECTION
TELEPHONE LOG -
Conversation with:
Content of conversation
IN
Sheet
Date
Countyyv wR
Call received Call placed_
Filled by:

..H STA1tqu
State of North Carolina
Department of Natural Resources and Community Development
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
lames G. Martin, Governor Stephen G. Conrad
S. Thomas Rhodes, April 1, J 987
Secrerary Director
MEMORANDUM
TO: Don Baker, Wildlife Resources
FROM: Tom Carroll, Land Quality Section *'/
SUBJECT: Martin Marietta Mining Permit Application
Proposed Fuquay Quarry - Wake County
Please find enclosed a copy of the above referenced permit application and
detailed site plan. We are currently reviewing the proposal and would
appreciate receiving any comments you or your staff has on the matter.
Please return your written comments to me by April loth so that we may
complete our review within statutory requirements. Thank you for your continued
cooperation.
TEC/cft
Enclosures
P.O. Box 27687, Raleigh, North Carolina 27611-7697 lclephone 919-733-3833
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Natural Resources and Community Development I
Division of Land Resources
512 North Salisbury Street • Raleigh, North Carolina 27611
lames C. Martin, Governor April 1, 1987 Stephen C. Conrad
S. Thomas Rhodes, Secretary Director
MEMORANDUM
TO: David Brooks, Division Archives & History
FROM: Tom Carroll, Land Quality Section
SUBJECT: Martin Marietta Mining Permit Application
Proposed Fuquay Quarry - Wake County
Please find enclosed a copy of the above referenced permit application and
detailed site plan. We are currently reviewing the proposal and would
appreciate receiving any comments you or your staff has on the matter.
Please return your written comments to me by April loth so that we may
complete our review within statutory requirements. Thank you for your continued
cooperation.
TEC/cft
Enclosures
RO. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
IAn Equal Opportunity Affirmative Action Employer

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LEGEND
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ENTRANCE ROAD
Plan and Profile, Grading,
Sediment and Erosion Control Plan
MARTIN MARIETTA AGGREGATES
Fuquay
WAKE -COUNTY • NORTH•CAROLI NA
LITTLE & LITTLE
LANDSCAPE ARCHITECTURE/PLANNING
P O. BOX 1448 RALFIGH, NORTH CA ROUVA 27602
9191821-5645

DIVISION OF LAND RESOURCES
June 8, 1987
TO: Tom Carroll,
Mining Specialist
FROM: John L. Holley, Jr.,
Regional Engineer
SUBJECT: Review Comments
Proposed Fuquay Quarry
Revisions
Wake County
The revisions have been discussed with the designer and
have been determined to be adequate with the following
stipulation:
A suitable rip -rap dissipator must be provided at the
pipe outlet from the pit clarification pond. Based on
the submitted data, class "B" rip -rap should be used
and the receiving channel must be armored for a minimum
distance of of 6' from the point of entry.
If there are any questions, please advise.
JLH,Jr./jeb

LITTLE & LITTLE
P.O. Box 1448
RALEIGH, NORTH CAROLINA 27602.
[phone]
TO Mr. Thomas E. Carroll, PG .
Division of Land Resources, NCDNRCD
512 North Salisbury Street
Raleigh NC 27611
[LIEUTEa of VEMS900UURL
I
JOB NO.
0
WE ARE SENDING YOU )ff Attached ❑ Under separate coWM the following items:
CTION
❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications
R Copy of letter ❑ Change order AR Addenda
COPIES
DATE
NO.
DESCRIPTION
1
12 May 19878pp.
Letter from Howard Partner to Thomas E. Carroll with enclosures
2
varies
1-3
Martin Marietta Aggregates Fuquay Quarry: Mine Map and Entrance
Road plans including Sediment and Erosion Control Plan
THESE ARE TRANSMITTED as checked below:
A For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 19
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO Horace Willson
SIGNED:
FY 243 ®1- GNm. Yea 9101. If enclosures OfO not as noted. kindly notify us at once.

_ ._�j?i S� 1',
�'�{'
AlJii�!HJ ���� ..
�f�:� • r'4' .
o
L�

LITTLE & LITTLE
12 May 1987
Mr. Thomas E. Carroll, PG
Division of Land Resources
NC Dept. of Natural Resources and
Community Development
512 North Salisbury Street
Raleigh, NC 27611
Dear Mr. Carroll:
RECEIVED
MAY 2 01987
LAND QUALITY SECTION
The enclosed addendum addresses the deficiencies noted in
your office's initial review of our plan. We have also en-
closed a memorandum addressing bare channel velocities, prior
to establishment of vegetation and protective lining re-
quirements.
Please do not hesitate to contact our office with any
additional questions and comments.
Si cerel
ward Partner, ASLA
LITTLE & LITTLE
HP/nlw
Enc.
cc: John Holley, Division of Land Quality, Raleigh Reg. Office
Horace Willson, Martin Marietta Aggregates
/.ANOSCAPL•'A RG///%"/iCTURL•yP/.ANN/NG RO. BOX 1448RALE/G//,NORTH CAROLINA 27602 9/9/821-5645

LITTLE & LITTLE
12 May 1987
ADDENDUM NUMBER ONE
Fuquay Quarry
Martin Marietta Aggregates
Wake County, North Carolina
The following additions and/or changes shall be part of the
Site Data/Schedules/Specifications/Details Document for the
above referenced project.
1.
Table
of
Contents
2.
Detail
4
- Lined Channel
3.
Detail
4A
- Excelsior Matting Stabilization
4.
Detail
7
- Temporary Sediment Trap
5.
Detail
10
- Settling Pond and Pit Clarification Pond
LAA2).SCA/'LiARC71/7EC7"URR/PLANA'ING 110.BOX 144H RALG7GH.NORT11 CAROLIA'A 27602 979I827-5645

LITTLE & LITTLE
PROJECT NAME: FV QUA l R0'T FR y _ PROJECT No. '2� �E sQ FILE No.
CONVERSATION XVMi:
BY: A F DATE: s-%- S /7
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LlAWCAPE ARCJi/TECTUWFL4NNING P.O. BOX 1448 RALHGH, NORTH C ROLINA 27602 9191821-5645

TABLE OF CONTENTS
SHEET TITLES PAGE
Sice Daca, Noces, Construction Sequence.....................1
Seeding Schedule, Seeding Specifications ....................2
Temporary Construction Entrance .............................3
24` Roadway with Ditch (Asphalt Paved)......................4
24` Roadway with Ditch (Crushed Scone Paving)...............5
LinedChannel...............................................6
Excelsior Matting Stabilization.............................5L6A
Diversion Dike/Ditch........................................7
SiltFence..................................................8
Temporary Sediment Traps....................................9
Sediment Basin with Riser...................................10
Emergency Spillway with Trapezoidal Channel..;.............11
Anti -Seep Collar...........................................12
Perforated Riser with Anti -Vortex Device and Trash Rack .... 13
Permanent Sediment Basin...................................14
Permanent Sediment Basin Calculations ......................15a,b
Flared End Section.........................................16
Settling Pond and Pic Clarification Pond...................17
Settling Pond and Pic Clarification Pond Calculations ...... 18
Site Soils.................................................19
Rock Check Dams...........................................20
DETAIL NO.
1
2
3
4'
4A
5
6
7
8a
8b
8c
8d
Be
9
10
11
revised 5/12/87

AREA (AC)LONG X-C SIDE O10 MANNING
1 DR.T 1E aMa 1 e . I. 1.
I
4.86
10.70
2.81
3.52
0.99
3.6:1
3.0VV•
Tall Gras
O. OS
10.50
.6:1
8.32
8.00
18.00
S.OS
4.49
0.95
5:1
,4.0
Tall Grua
0.05
0.40 30
1.4
5.61
0.57
0.44
3:1
2.5
iell Ono
0.01
1.
0.12
0.6
5.0%
0.3D
0.31
3:1
1.9
Tall Or
0.05
0.30
0.9
14.0%
0.30
0.31
3:1
3.1
Tall Gfaea
0.04
l'� JNS7nt l _caJwr�c.p l�r-LINcQ _aN_c Hf NNE 5 623,4:5_,?5
CR R-'fo pr✓'fAil� ¢=-A- CI.LG147
\V CAE c,t+A4F_L 11 Jt E)
WATER LCVF_l, LO j0)
10 1 AREA (AC)AOId LONG I-C I SIDE G10 MANNING
GRAINED 0 I SLOPE - S I eAP. 1 u110.11 u- run vn ... I ....... .
7
2.40
57
._._0
1'
..___7
•7
___. .. ..
3•
....,,....
2.
Tall
Tall fi05
.
4.
4.67
2.
2.20
Graaa
4. 3
8.20
t.
.2
1
Stone
0.60
Stoney
.
a
0. 0
Gras.
e 1 A.`
1.2
0....
2.00
Crua
0.80
Tell
Grass
n 1
Grass
DRAM
FREEf�4(uP C (00-I12' )
= f-1QX. i, L!S E Cop Fl P� 411 ] ,I E
S ro�j �, (SEE
- fff RAP C +Al 1}lC►- ►-i f � 14 �
S(-NEPU LE For, �Tt��E pik. �. f �l�J.-rpr,u�lE;s)
I E 6Tok Pl4 > 811 A MovipE &,EpTEx-ra_E
�I1pGRl-IfI�K .(TMII�. 4i1 OF 57 UAD_i4Eta _,TOf E �EopjI� .
ICE f?, f010(C .CofZ 6,�0'f1=xTILE LIfJER�
NOTES: 1) See "V" Channel schedule above and on sheets 2 and 3 of the plans for
sizing and lining type of each numbered ditch cross-section.
2) Where Lining of ditch is listed as Tall grass, velocity is low enough
to allow normal seeding according to seeding specifications on page 2
of this booklet or sheet i of the drawings. Where Tall grass 6 Lining
is listed, velocity is high enough to require that excelsior matting
be used to stabilize ditch while seeding is establishing turf. Place
matting according to manufacturer's instructions (American Excelsior).
LINED CHANNEL
NO SCALE 4
revised 5/12/87

6A
Exo�St o fZ �-iAT'r l fJ �t S-fA�i L I Z�'r to E-� �oR
G�ss L1�1Et� pt�G+-E-ES
T
4OT- I \ ( td �X
Apply 'Curlex Blankets' lengthwise, parallel to the centerline of each
ditch, centering the first blanket strip over the ditch centerline, as
shown in this detail. Apply additional blankets to extend up the side -
slopes so as to cover at least the Q1n Cross Section of each designated
section, as shown in the "V" Channel Schedule. Follow manufacturer's
instructions for application, and staple placement intervals. Use size
8" x 2" x 8" staples in place of standard 6" x 1" x 6" staples.
revised 5/12/87

P
TOr Or CC.Y
CAN
A N1r 11 • Vr
.4 01111L.-f
LQ•1.LrYlr ro>L Orf IaA11.L$i lI_ _T
�. i n000 :mN.cc xo.c •s ..s.Co
_1c_
isciv.N'Nr sroll.cf iollc(rare aLsw ur.cnl _ ,;
i I 1.3 YAl. scq Nr'ocn. :I N r11� •1i1
/ of _ u'I*- I� s mac ue� I •I•
IS YIY i
v LCYCL Cr scatucmr ChL1C,C0-
CLEAN S.uN NNew Tors LCYCL Is C,..C. SECTION TNRU BASIN a FILTER NO SCALE
GRAVEL a RIP -RAP FILTER BASIN DETAIL
TRAP
NUMBER
ACRES
DISTURBED
REQUIRED YEARLY
SEDIMENT STORAGE
TRAP SIZE*
L W D
1
2.50
4538 c. .
80'x20'x4'
2
2.73
4955
80'x20'x4'
3
0.495
898
30'x10'x4'
4
0.495
898
30'x10'x4'
5
2.18
3957
70'x20'x4'
6
2.25
4084
70'x20'x4'
7
2.52
4574
80'x20'x4'
8
2.18
3957
70'x2O'x4'
9
2.69
4882
80'x2O'x4'
10
1.28
2323
50',x15'x4'
11
0.55
998
50'x15'x4'
12
1.19
2160
50'x15'x4'
13
1.06
1924
50'x15'x4'
14
0.76
1379
50'x15'x4'
15
9.26
16,807
50',x2O'x4'
16
2.43
4411
50',x15'x4'
17
2.91
5282
50'x2O'x4'
18
1.75
3176
35'x15'x4'
19
1.68
1 3049
35'x15'x4'
I*
* Based on two cleanouts/year.
** Based on six cleanouts/year (drainage to this
trap will fall into initial pit; trap position
will be moved as pit deepens and haul road is
formed).
PERSPECTIVE VIEW
No SCALE
i
,NIL
ROCK FILTER BERM DIMENSIONS:
Trap W Top width Bottom width
rock berm rock berm
10, 10' 6'
15' 12' 9'
20'
16'
12'
Center of rock filter berm shall
be 6" lower than outer edges.
TEMPORARY SEDIMENT TRAP
NO SCALE
revised 5/12/87

17
\\ / x�x SETTLING POND FOR PRIMARY CRUSHER
(TO BE PLACED DURING PLANT CONSTRUCTION)
DIY eITcH•T _
112AIN5 TO SILT FENCE
t'E(�MAtiIENT
'345
_PIT)
\ �333
PIT
\\ \\ CLARIFICATION
\ POND '
i
SEDIMENT -TRAP
DIVERSION
I I
/\ OUT
/ I
O
F w I I
SETTLING POND AND g N s
PIT CLARIFICATION POND n
SCALE I"=50'
revised 5/12/87