NCG020596_COMPLETE FILE - HISTORICAL_20111208

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STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
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DOC TYPE
rA HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 8, 2011
To: Edward L. Mann. Sr., Public Works Director
Dare County
1018 Driftwood Drive
Manteo, NC 27954
Subject: Dare County Construction and Demolition Debris Landfill with On -Site Borrow Pit — Mining
Permit Expansion Modification Application
The Division of Land Resources Permit No: 28-24
The Division of Water Quality --
General Stormwater NPDES Permit No.: NCG020596
Pumping Operation and Monitoring Plan
Notice of O&M Plan Acceptance
Dear Mr. Mann:
The Division of Water Quality's (DWQ) Washington Regional Office (WaRO) requested additional information
regarding the Pumping Operation and Monitoring Plan (O&M Plan) that was received on October 4, 2011, The
revised O&M Plan was then received on October 27, 2011. The O&M Plan has been noted as complete (see the
attached).
Therefore, this letter serves as notification that the O&M Plan requirement has been satisfactorily accomplished.
Should there be any questions, please do not hesitate to contact me at [phone] or via email at
thom,edgerton o,ricdenr.clov.
Sincerely,
Thom Edgerton
Environmental Engineer
Cc: (By electronic files):
Mathew F. Colone, PG, CDM, Camp Dresser & McKee, Raleigh, NC
Judy Wehner, Assistant State Mining Specialist, CO — Division of Land Resources
Pat McClain, PE, Regional Engineer, Land Quality Section — WaRO
Gary Novak, LQS — WaRO
DWQ — WaRO — NCGO20596 File (copy)
Al Hodge, Regional Supervisor, DWQ — WaRO
Samir Dumpor, PE, DWQ -- WaRO Ct'S
Jennifer Jones, Environmental Engineer, CO — 5WPU a n e lit%`
North Carolina DMsion of water Quality tnternet: %ivw.ncwaternuliiv.orst SV IS- V
043 Washington Square Mall Phone: [phone] One
washingion, NC 27889 FAX: [phone] North Carolina
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Dare County C&D Landfill Borrow Pit
Operations and Maintenance Plan
The purpose of this Operations and Maintenance Plan (O&M Plan) is to provide the Dare
County C&D Landfill staff with a manual that will serve as a guide for efficient operation of
the C&D Landfill Borrow Pit and provide the ability to recognize any adverse impacts of
dewatering, should they occur. This O&M Plan is intended to address the following issues:
e Pump Maintenance and Recording,
■ Groundwater Monitoring,
■ Wetlands Monitoring,
■ 5tormwater and Mining Permit Requirements,
■ Operating Record and Recordkeeping Requirements.
Site Background
The site is located in a relatively remote area of mainland Dare County. The existing borrow
area is surrounded by wetlands and prior converted cropland currently utilized for
agriculture. The entire Dare County site is bounded on the east by U.S. Highway 264 and on
the other three sides by the Alligator River National Wildlife Refuge. The existing borrow area
has been in operation since 1995 to provide cover soil for the active C&D landfill. The existing
excavation started approximately 150 feet south of the canal adjacent to Cub Road, to
minimize the effects of groundwater flow changes on the C&D landfill groundwater
monitoring system, and has continued to be performed at an average of 18-20 feet below
ground surface extending south toward Grouse Road (See attached Sheet C-1).
Excavation is performed in increments as'necessary to supply base fill, daily cover, and cap
construction for the C&D landfill. Dewatering of the excavation occurs as necessary.
Excavated material is temporarily stockpiled in the stockpile area and, after adequate
drainage, is used at the C&D landfill site.
In accordance with the approved mining permit, as the final edges of the excavation pit are
completed, excavation equipment operators will ensure that the final below water table
surface slopes comply with the specifications outlined above. A free settling slope will be
maintained on the active face until final excavation is complete. Warning signs are placed at
the four corners of the excavation area.
In the mining area, land disturbing activities are accomplished such that all stormwater runoff
are directed into the mining pit. Drainage into the southern mining pit (Mining Excavation Pit
3) drains north where it is pumped into Mining Excavation Pit 2. Mining Excavation Pit 2
gravity drains into Mining Excavation Pit 1. All water discharged from Mining Pit 1 gravity
drains from the discharge of Mining Pit 1 and flows west along Cub Road. At the intersection
of Cub Road and Bear Road, drainage is directed north.and discharges from the property at
the intersection of Bear Road and Gadwell Road. Two surface drainage ditches drain the
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1-1

Dare County C&D Landfill sorrow Pit
Operation and Maintenance Plan
stockpile area. Sedimentation basins are constructed in each of the two ditches to treat
stormwater and soil drainage.
Based on pump curve data, it'is estimated that the maximum discharge rate for the
dewatering operation at the pit is approximately 1,200 gpm or 1.7 MGD. it is likely that
discharge rates are typically lower than 1,200 gpm and vary based on head. Withdrawn water
from the current excavation (Pit 3) is pumped to an adjacent pit and ultimately discharges to
a series of canals on site, as described above.
O&M Procedures
The following sections discuss 0&M procedures to be followed for the borrow pit activities at
the site. A spreadsheet to be used as a weekly general inspection checklist has been
generated based on the following activities. The weekly inspection checklist is provided as
Table 1. The weekly general inspection checklists will be maintained in a dedicated folder or
file and kept in the scale house.
In addition, as required in the Mining Permit, qualitative inspection and analytical discharge
monitoring will be conducted at the outfall from Mining Pit 1 to the canal. A Stormwater
Discharge Outfall (SDO) Qualitative Inspection Monitoring form is attached. The qualitative
inspection monitoring form is to be completed weekly and during any storm event greater
than 0.10 inches and will be kept on file in the scale house. If no discharge occurs during that
period, the Form should be filled out as "no flow."
Pump Maintenance and Recording
There is no meter present to monitor discharge rates from the borrow pit to the adjacent pit,
however, there is an hour meter at the pump. Pumping rates vary as head fluctuates, but the
pump is never turned off. In the event of interruption or variation from the typical pumping
rate and time, County staff shall record time that pump was not active and describe reason
for inactivity on the weekly inspection checklist.
Groundwater Monitoring
In order to monitor the effects of prolonged pumping of the surficial aquifer on the area
surrounding the borrow pit, 4 new monitoring wells have been installed (Well-1 through
Well-4). The wells were surveyed to State Plane coordinates and NAVD 88 elevation. Well
locations are shown on the attached Wetland Flag Location Map. Water levels in the wells
are to be measured from the top of the PVC casing quarterly. All water measurements shall
be recorded on the corresponding weekly inspection checklist.
Wetlands Monitoring
The wetland areas adjacent to the morrow pit have been flagged and mapped (see attached
Wetland flag location Map). These areas and the adjacent ditches are to be visually
inspected for signs of vegetative stress or abnormality and water level/flow within the ditches
on a weekly basis. All observations from the weekly wetland inspections shall be recorded on
the weekly inspection form.
1-2
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Dare County C&D Landfill Borrow Pit
Operation and Maintenance Plan
Stormwater Qualitative inspection Monitoring
Stormwater qualitative inspection monitoring shall be conducted at the outfall from Mining
Pit 1 weekly and during any storm event greater than 0.10 inches. Qualitative inspection
monitoring shall include descriptions and observations made at the outfall and include: Color;
odor; clarity; floating solids; suspended solids; foam; oil sheen; indications of sediment
deposition; indications of erosion; and any other obvious indication of stormwater pollution.
if no discharge occurs for that period, the form shall be filled out as "no flow," All weekly
qualitative inspections shall be recorded on the attached Stormwater Discharge Outfall
(WO) Qualitative Inspection Monitoring form and kept on file in the scale house. If obvious
indications of turbidity, erosion or sedimentation are observed, perform maintenance as
necessary.
Stormwater Analytical Monitoring
Stormwater analytical monitoring shall be conducted at the outfall from Mining Pit 1 semi-
annually during a representative storm event that causes discharge. Samples for Settleable
Solids and Total Suspended Solids shall be collected and sent to an offsite laboratory for
analysis. Field measurements of turbidity shall also be collected at the outfall during these
events. Total Rainfall, Event Duration, and Total Flow shall also be recorded on the
Stormwater Discharge Outfall (SDO) Qualitative Inspection Monitoring form. Semi-annual
analytical data and rainfall data will be recorded on a Discharge Monitoring Form and kept on
file in the scale house. However, if any parameter benchmark is exceeded for a semi-annual
event, a Stormwater Exceedence DMR form will be forwarded to the Regional DWQ office
within 30 days of receipt of the analytical data. Analytical results for the semi-annual events
will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQ
office by March 1 of the following year.
Semi-annual stormwater samples shall be collected between January 1—June 30 and July 1—
December 31, with a minimum of 60 days between samples.
Mine Dewatering Discharge Analytical Monitoring
In addition to the semi-annual stormwater monitoring, quarterly analytical sampling must be
conducted at the outfall to monitor general effluent quality from the dewatering activities.
Samples are to be collected and analyzed for pH, Settleable Solids, Total Suspended Solids,
and Turbidity. Total dewatering volume for the date'of sample collection must also be
recorded. Pump volume can be estimated from pump hour recordings from Table 1 and
pump curves.
Quarterly effluent analytical data will be recorded on a Discharge Monitoring Form and will.
be kept on file in the scale house. However, if any parameter limit is exceeded, or a violation
is found for any quarterly event, an Effluent Exceedence DMR form will be forwarded to the
Regional DWQ office within 30 days of receipt of the analytical data. Analytical results for the
quarterly.events will be compiled in.an Annual Discharge Monitoring Form for submittal to
the Central DWQ office by March 1 of the following year.
1-3
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Dare County CAD Landfill Borrow Pit
Operation and Maintenance Plan
Quarterly mine dewaterine samples shall be collected From the outfall as follows:
• Q1 between January 1 and March 31,
• Q2 between April 1 and June 30,
• Q3 between July land September 30,
• Q4 between October 1 and December 31.
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1-4
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Table 1
Dare County C&D Landfill Borrow Pit
Weekly Inspection Form
Date
General Weather Conditions
Landfill Representative
Borrow Pit Discharge Pump
(to be monitored weekly)
Pump Hours Comment:
Pump Running Y 1 N Comment:
Operational comments:
(has pump operation remained constant since
previous week and if not why)
Groundwater Monitoring Wells
(Elevations arerequired to be monitored quarterly)
Well
Tom - DoRtth to Wator From Top =
Mw-1
2.65 - _
MW-2
8.62 - _
MW-3
4.58 - _
MWA
5.36 - _
Wetlands and Surface Water Observations
(to be monitored weekly)
Stressed.Vegetation Y I N Comment:
WaterlFlow in Ditches Y I N Comment:
Other Comments/Observations:
GW Elevation

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forgrtittattecotrfllitigozettlrisform,please risir: htlpa/}�2o.enrstate.nc.us/sillPorms_D��ruincnrs.hnn#miscfurms
Permit No.:
Facility Name: —
County:
Inspector:
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches):
or Certificate of Coverage No.: NICIGI I I_I_I_1^I
Phone No.
Was this a Representative Storm Event? (See information below) ❑ Yes ❑ No
I'lease check your peruut ro t�erif• if Qrutlitative Mottitoritrg artist be pelf )r-nretl tirikiii,, a representciti;,c
storm event (requirements vary).
A "Representative Storm Event" is a storm event that measures greater than 0.1 inches of rainfall and that
is preceded by at least 72 hours (3 (lays) in which no storm event measuring greater than 0.1 inches has
occurred. A single storm event may contain up to 10 consecutive hours of no precipitation.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description:
Outfall No. Structure (pipe, ditch, etc.)
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.):
Page t of 2
S W U.1,42• t t 2603

4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear
and 5 is very cloudy:
1 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where I is no solids and 5 is the surface covered with floating solids:
1 2 3 4 5
b. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where I is no solids and 5 is extremely muddy:
1 2 3 4 5
7. , is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes No
9. is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition maybe
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
S WU-242- k 12608

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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 20, 2011
To: Edward L. MannrSi: Public Works Director
Dare County
1018-Driftwood Drive
"anted, NC 27954
Subject: Dare County Construction and Demolition Debris Landfill with On -Site Borrow Pit --
Mining Permit Expansion Modification Application
The Division of Land Resources Permit No: 28-24
The Division of Water Quality —
General Stormwater NPDES Permit No.: NCG020596
Pumping Operation and Monitoring Plan Required
Additional Information Request
Dear Mr. Mann:
The Division of Water Quality (DWQ) Washington Region Office (WaRO) has reviewed your request for
the subject Mining Permit Expansion Modification. The plan notes "All areas within the woods are
considered wetlands". The General Stormwater (SW) NPDES Permit, NCG020596, reissued and
effective on January 1, 2010, Part III, Section E, 1, notes; "Mine dewatering activities that have the
potential to drain wetlands or other surface waters must have secured and implemented a
Pumping Operation and Monitoring (O&M Plan) approved by the Division." Therefore, an O&M
Plan shall be submitted for DWQ — WaRO approval, as outlined in the SW Permit referenced above,
prior to July 1, 2011.
Please submit the O&M Plan to:
NCDENR — DWQ — WaRO -- SWP
Attn: Thom Edgerton, Environmental Engineer
943 Washington Square Mall
Washington, NC 27889
The DWQ-WaRO has no objection to the issuance of the proposed mine expansion request.
Following approval of the O&M Plan for the subject operation, a DWQ — WaRO written response will be
distributed.
North Carolina Division of Water Quality Internet: www.ncwaterauality,oro
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
FAX: [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper
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Naturvil-Y

Failure to submit the O&M Plan constitutes non-compliance with NCG020596, prompt attention to this
matter is encouraged.
Should there be any questions, please do not hesitate to contact me at [phone] or via email
thom.edgertonCcD_ncdenr.gov.
Sincerely,
Thom Edgerton
Environmental Engineer
Cc: (By electronic files) Judy Wehner, Assistant State Mining Specialist, CO — Division of Land Resources
Pat McClain, PE, Regional Engineer, Land Quality Section — WaRO
Gary Novak, LQS — WaRO
DWQ:F_rWaRO = NCG020596:File (copy)
Al Hodge, Regional Supervisor, DWQ — WaRO
Samir Dumpor, PE, DWQ — WaRO
Jennifer Jones, Environmental Engineer, CO — SWPU

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Michael F. Easley, Governor
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June 12, 2006
Terry Wheeler
Dare County
PO Box 1000
Manteo, NC 27954
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E. Director
Division of Water Quality
Subject: Stormwater General Permit NCG020000
Operations and Maintenance Reminder
Dare Co. — C & D Landfill Borrow Pit
COC Number NCG020596
Dare County
Dear Permittee:
Our records indicate that you have been issued a Stormwater General Permit and a Certificate
of Coverage for your facility. These permits have specific conditions that must be met in order for you
to be in compliance with your permit. It is your responsibility, as the permit holder, to read and
comply with the conditions contained in the permit.
It is our responsibility, as the issuing authority, to make sure that the operation and
maintenance of your facility complies with the conditions contained in your permit. To assist you in
complying with these conditions, we are attaching a Technical Bulletin specific to your permit
requirements. We are currently in the process of developing our inspection schedule. Therefore, you
should have all of your records up to date as we may be contacting you in the near future to set up
an inspection of your facility.
If you have any questions, please do not hesitate to contact Samir Dumpor, Pat Durrett or
myself at [phone].
Sincerely
Al Hodge, Supervisor
Washington Regional Office
Surface Water Protection Unit
Encl.
CC: WaRO files
North Carolina Division of Water Quality Internet: h2o.enr Mte.nc.us
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] Nol ffi CCrofina
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Terry Wheeler
Dare County
PO Box 1000
Manteo, NC 27954
Dear Permittee:
Michael F. Easley, Governor
William G. Ross Jr., Secrelary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 7, 2005 13ECE0V " "`
FEB 2 12005
D1fYQ'tfVARO
Subject: NPDES Stormwater Permit Coverage Renewal
Dare Co - C & D Landfill Borrow Pit
COC Number NCG020596
Dare County
In response to your renewal application for continued coverage under general permit NCG020000 the Division of Water
Quality (DWQ) is forwarding herewith the reissued stormwater general permit. Please review the new permit to familiarize
yourself with the changes in the reissued permit. The general permit authorizes discharges of stormwater and some types of
wastewater. You must meet the provisions of the permit for the types of discharges present at your facility. This permit is
reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between the state of North Carolina and the U.S. Environmental Protection Agency, dated December 6, 1983.
The following information is included with your permit package:
+ A new Certificate of Coverage
• A copy of General Stormwater Permit NCG020000
• A copy of a Technical Bulletin for the general permit
Five copies of Discharge Monitoring Report (DMR) Forms - wastewater and stormwater
• Five copies of Qualitative Monitoring Report Form
Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require modification
or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal requirements to obtain other
permits which may be required by DENR or relieve the permittee from responsibility for compliance with any other applicable
federal, state, or local law, rule, standard, ordinance, order, judgment, or decree.
If you have any questions regarding this permit package please contact Jonathan Diggs of the Central Office Stormwater
Permitting Unit at [phone], ext.537.
Sincerely,
for Alan W. Klimek, P.E.
cc: Central Files
Stormwater & General Permits Unit Files
Washington Regional Office
Onr
No ihCarolina
A1ar111Y1111f
North Carolina Division o1' Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Intemet: h2o.enr.state.nc.uslsulstormwater.html 512 N. Salisbury St. Raleigh, NC 27604 17AX [phone] 1-977-623-6748
An Equal OpportunitylAffirmafive Action Employer — 50% Recycledil0% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020596
STORMWATER AND PROCESS WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
Dare County
is hereby authorized to discharge stormwater and to operate treatment systems and discharges associated
with mine dewatering wastewater and process wastewater from a facility located at
Dare Co - C & D Landfill Borrow Pit
US Hwy 264
Manteo
Dare County
to receiving waters designated as Sandy Ridge Gut (Sawyer Lake), a class C;Sw,ORW stream in the
Pasquotank River Basin in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, III, IV, V, and VI of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective February 7, 2005.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day February 7, 2005
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

o� w A TF9
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July 12, 2002
Mr. Edward L. Mann, Sr., Public Works Director
County of Dare
PO Box 1000
Manteo, NC 27954
Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P-E., Director
Division of Water Quality
JUL 2 6 2002
DWQ-WA,RO
Subject: General Permit No. NCG020000
Dare County Landfill On -Site Borrow Pit
COC NCG020596
Dare County
Dear Mr. Mann:
In accordance with your application for discharge permit received on April IG. 2002, we are forwarding herewith
the subject certificate of coverage to discharge under the subject state - NPDES general permit. This permit is issued
pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of Agreement between
North Carolina and the US Environmental Protection agency dated December C, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you,
you have the right to request an individual permit by submitting an individual permit application. Unless such demand is
made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the Division of Water
Quality. The Division of Water Quality may require modification or revocation and reissuance of the certificate of
coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by the Division
of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other
Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mack Wiggins at telephone number 919/733-
5083 ext. 542.
cc: CVV shirigtan-Regional Office
Central Files
Stormwater and General Permits Unit Files
Sincerely,
' )pI.INAl.V IED BY
wll.jy,m, C. MULLS
Alan W. Klimek, P.E.
NCI NR
Customer Service
1 800 623-7748
- Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]

Y-
U
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020596
STORMWATER, MINE DEWATERING, AND/OR OVERFLOW FROM
PROCESS WATER RECYCLE SYSTEMS DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
County of Dare
is hereby authorized to discharge stormwater from a facility located at
Dare County Construction I Demolition Landfill On -Site Borrow Pit
US Highway 264
west of Wanchese-across Croatan Sound
Dare County
to receiving waters designated as Sawyer Lake, class C SWP ORW waters, in the Pasquotank River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, 1I, I1I,
IV, V, VI and VII of General Permit No. NCGO20000 as attached.
This certificate of coverage shall become effective July 12, 2002,
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 12, 2002.
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Mr. Edward L. Mann, Sr
County of Dare
PO Box 1000
Manteo, NC 27954
Dear Mr. Mann:
, Public Works Director
Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
July 12, 2002
Subject: General Permit No. NCG020000
Dare County Landfill On -Site Borrow Pit
COC NCG020596
Dare County
In accordance with your application for discharge permit received on April 16, 2002, we are forwarding herewith
the subject certificate of coverage to discharge under the subject state - NPDES general permit. This permit is issued
pursuant to the requirements of North Carolina General Statute 143-2 l5 .1 and the Memorandum of Agreement between
North Carolina and the US Environmental Protection agency dated December b, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you,
you have the right to request an individual permit by submitting an individual permit application. Unless such demand is
made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the Division of Water
Quality. The Division of Water Quality may require modification or revocation and reissuance of the certificate of
coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by the Division
of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other
Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mack Wiggins at telephone number 919/733-
5083 ext. 542.
cc: Washington Regional Office
Central Files
St�ormwater_and General Permits Unit Files
Sinc I��,,,,,�...... »..
�►� i "�.�t�ti'`Cr1J 1� i
�t�1L�41-stir^.. ►►i�.�.S
Alan W. Klimek, P.E.
E�1�a►
Customer Service
1 800 623.7748
Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]

A
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020596
STORMWATER, MINE DEWATERING, AND/OR OVERFLOW FROM
PROCESS WATER RECYCLE SYSTEMS DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
County of Dare
is hereby authorized to discharge stormwater from a facility located at
Dare County Construction 1 Demolition Landfill On -Site Borrow Pit
US Highway 264
west of Wanchese-across Croatan Sound
Dare County
to receiving waters designated as Sawyer Lake, class C SWP ORW waters, in the Pasquotank River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, I1, 111,
IV, V, VI and VII of General Permit No. NCG020000 as attached.
This certificate of coverage, shall become effective July 12, 2002.
This Certificate of Coverage shall rerriain'in, effect, for the duration of the General Permit,
Signed this day July 12, 2002.
WILLIAM C. NI i Z
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

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Markers
Name: Discharge Site-NCG020596
Short Name: Dschrg
Coordinates: 035° 50' 06.6" N, 075° 49' 03.1" W
Comment: Dare County Construction/Demolition Landfill On -Site Borrow Pit, Subbasin
030151, Pasqotank River Basin, Dare County, Sawyer Lake, Class C-SWP ORW,
Quad D35SE

i
Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO, DWQ SPU. Send a copy to the pennittee.
0035MINING PERMIT APPLICATION REVIEW FORM
forthe
DIVISION OF WATER QUALITY
THIS SECTION TO BE FILLED OUT BY DLR:
Project Name: Dare county CID Pit DLR Permit # 28-24 County: Applicant's Email: nls
Applicant's Mailing Address:1018 Driftwood Dr., Manteo, NC 27954 Mine Physical Address: 'n/a
1
YES NO Date Commencing
Is this mine a new mine? I•" 2002
Have land disturbing activities
started? Date? r r 2002
Latitude: 35.2368 Longitude:-75.8152
Please return comments to (at DLR CO): Judy Wehner
Comments due by: 9121/12
SECTION BELOW TO BE FILLED OUT BY DWQ:
Is the RO concerned that the operation, as proposed, would violate standards of water quality? NIA
Comments:.50' Buffers are required between all land disturbing activities and Wetlands or other Waters of the
State. The O&M Plan will need to be updated to include the modification.
Watershed/Stream Name & Classification:_ UTs to Callaghan Creek SA HQW (likely > 1 Mi_of filtration)
DWQ Compliance Status of Mine: NIA
Does this mine (or previous owner) have DWQ back fees to pay? ff yes, amount:
Is this mine an active permit in BIMS? NCG020596
YES NO
NPDES permit required?
NPDES permit existing?
r '(Permit #NCG020596
r
If an NPDES permit is not required, is DWQ
still concerned about wetland degradation
by dewatering?
Should permittee contact DWQ RO
r RO Contact Name: Thom
immediately? (e.g. to schedule a site visit if
Edgerton [phone]
mine has already begun digging or is
Contact Reason: Update O&M
dewatering without DWQ permit)
Plan
401 Wetland Cert. required?
7
r
401 Wetland Cert. existing?
r Permit #
r
Does DWQ RO have enough information to
determine if a 401 certification is required?
Rev September 2010

Print this form to PDF Return PDF of this farm to DLR CO by email. cc DLR RO, DWQ SPU. Send a copy to the permittee.
YES NO
Are wetlands disturbed at this site?
Does DWQ RO suspect or know of nearby
r
r
wetlands to the site?
LF--- IJ D
Is a wetland delineation required prior to
lConsultant
r
DWQ issuing the permit?
`Onsite?
'r Offsite?
Stream Determination Needed?
r
Stream Determination Completed?
Does DWQ RO need a statement that no
wetlands/streams are disturbed
r
1✓
for this project from applicant?
Buffer Determination Needed?
r ,,�
J
Buffer Determination Completed?
r
r
Recycle system permit existing?*
]Permit #
r�
New Recycle System permit required?*
r
Enough information to determine?
Non -discharge permit existing?*
Permit #
r�
Does this applicant need to contact the
regional of Central DWQ Office to
r
r
determine if a State Stormwater Permit is
needed?
r Unknown.
Will wastewaters discharge to HOW waters
r
7Q10
Permittee
must
with a 70110=0? **
Flow:
determine.
'rJ Has Violation
�r , O&M Requirements
r HQW17010 Concerns
r� Pay back fees or renew
Does DWQ require DLR to hold the permit
(e.g. so DWQ can review it further or
DWQ permit
r 'Other.
Ell
because DWQ requires more information) .
Please describe the reason to
hold the permit:
RO contact:
L]Hold Until:
F' �No land disturbin
Mine must wait to dewater until an O&M plan is
r
activity is allowable within
50' of Wetland or other
approved?
Waters of the State and the
O&M Plan is to include Mod.
Rev September 2010

Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO, DWQ SPU. Send a copy to the permittee.
'The NPDES SW and WW Permit NCG020000 covers closed -loop recy_cte systems, designed to exclude all stormwater run-off from
the system and operate at or below two -feet of freeboard. These systems maybe permitted by a Non -discharge Recycl_e System
Permit from the Aquifer Protection Section (APS). OR may instead be permitted under NCG020000 to eliminate an additionsl permit, _
Recycle systems that do not meet those criteria are considered discharging systems, and are subiect to the NCGO20000,discham
permit.
""To obtain 7Q10 flows, permittess must contact the DWQ Stormwater Permitting Unit if DWQ does not have a Row estimate far a
specific stream, pemtittees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7Qf 0 flow. USGS will not determine a 7010 Row for tidally influenced water bodies.
"' If there is not enough information to give a complete answer, write in the space provided what you will need to answer this question
completely. If you reauire DLR to hold the permit until further notice. indicate that in the question below.
Reviewed by:
DWQ RO Surface Water: Thom Edgerton T- Regional Office: WaRO Date: 9/19/12
RO Aquifer Protection Section: Regional Office: Date:
SPU DWQ Central Office Reviewer (if applicable):
Rev September 2010

Dare County
Construction/Demolition
Landfill On -Site Borrow Pit
Mining Permit Modification
(Permit No. 28-24)
Dare County
Permit Modification
July 2012
RECEIVED
SEP - 6 2012
DW Mr\/\ !-';, `o
7o-.,
�0w I
/7�0,0 l
RECEIVED ►2t�-is-�z
NO z 7 1017
Mg au�,LffY 99C-T1QN
`1I 1870
%dim .
1�m
SEP - 6 2012
LAND QUALITY S:--C'FION
WASHING T QN RE-C.,IC)NAL OFFICE
Smith

79
V V A

NORTH CAROLINA
MINING PERMIT APPLICATION
State of North Carolina
Department of Environment
and Natural Resources
Division of Land Resources
Land Quality Section
t 6 2012
SEP -
LRt�ilC�llt'ct}i�tC�r a. rJrFICE
RECEIVE®
AUG 27 Z.012
L.ANQ QW41TY SECTION
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
Revised: Febnjary 24, 2012

NOTE:
It is recommended that you contact the appropriate
Regional Office (see Regional Office listing in the back of this
booklet) or the Raleigh Central Office for a
PRE -APPLICATION MEETING
to discuss your intentions and address any questions.

MINING PERMIT APPLICATION REVIEW
PROCESS FLOWCHART
BEGINNING OF PROCESS
Application received by Land Quality Section/
State Mining Specialist Applicant issues
i I FPublic Notice
Application assigned to
Assistant State Mining Specialist
I Assistant State Mining Specialist/Program Secretary I
routes application for review and comment
- U.S. Fish & Wildlife Service
- N. C. Geological Survey
- Wildlife Resources Commission
- Division of Water Resources
- Division of Archives & History
- Division of Parks & Recreation
- Others as appropriate
*All application review comments forwarded to
Assistant State Mining Specialist
Is application complete?
If "YES", Assistant State Mining
Specialist drafts the proposed
permit action
- Land Quality Section Regional Office
- Division of Air Quality
- Division of Water
Review Public Comments;
Public Hearing Possible '
%...................................
If "NO", Assistant State Mining
Specialist drafts a letter requesting
additional information from applicant
Additional information from
applicant received and routed
to/reviewed by Assistant State Mining
Specialist and. Land Quality Section
Regional Office
(go to *)

Application & proposed permit action
reviewed by State Mining Specialist
Is application &
proposed permit action
complete/acceptable??
If "Yes", the following permit actions
are issued by the State Mining Specialist:
- Draft Permits
- Permit Transfers/Name Changes
- Bond Substitutions/Cancellations
- Permit Releases
- Inactive Renewals
- High Airblast Remediation Plans
- Non -controversial New Permits
- Non -controversial Renewals
- Small, Non -controversial Modifications
END OF PROCESS
If "YES", application & proposed
permit action forwarded to and
reviewed by Division Director
Is application &
proposed permit action
complete/acceptable??
If "YES", the proposed permit action is
issued by the Division Director
END OF PROCESS
If "No", application & proposed
permit action returned to Assistant
State Mining Specialist for revision
(go to *)
For other permit actions, if "Yes",
application & proposed permit action
forwarded to and reviewed by Land
Quality Section Chief
Is application &
proposed permit action
complete/ acceptable??
If "NO", application & proposed permit
action returned to State Mining Specialist/
Assistant State Mining Specialist for revision
(go to *)
If "NO", application & proposed permit
action returned to Section Chief/State Mining
Specialist for revision
(go to *)

APPLICATION FOR A MINING PERMIT
NORTH CAROLINA.DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Dare County Constructio - emQlition Landfill On -Site Borrow Pit County Dare
River Basin Pas uatank
Latitude (decimal degrees to four places) 35.8394
Longitude (decimal degrees to -four places) 75.8133
2. Name of Applicant* Dare County
3. Permanent address for receipt of official mail** Public Works Office. County of Dare
1018 Driftwood Drive, Manteo, North Carolina, 27954
Telephone (2521^475-5888 Alternate No. ( )
4. Mine Office Address Same as AbQy
Telephone Same as Above
S. Mine Manager_ .ward Lt MM, Sr.
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 - Date Y 02 2_ 1
Print Name Edward L. Mann Sr.
Title Public Works Director
* This will be the name that the mining permit will be issued to and the_name that must be indicated on the
reclamation bond (securiW that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
* * * aignature of company officer required.
G.S. 74-51 provides that the Department shall rant or deny an application for a permit within 60 days of receipaof
a corneete application or,ifa publichearing isheldwithin 30 days followingthe hearing and thefilingof ny
supplemental in ation required by theDepartmentl questionsmustbe addressed and allrequired mps
provided before this application can be considered complete. Attach additional sheets as needed.
-1-

APPLICATION FOR A MINING PERMIT
NOTE: All of the following questions must be thoroughly answered regarding 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
1. Answer all of the following that apply:
❑ 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 ]cased:
❑ 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):
® 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.: 28-24 Total permitted acreage: 57.5
Does the modification involve acreage within the previously approved permitted boundary'?
7. Yes ❑ No Z. If yes, indicate the acreage to be covered by this modification (this is the acreage
drt�3 that the "major modification" fee will be based upon):
l0J Does the modification involve acreage outside the previously approved permitted boundary?
Yes ® No ❑. If yes, indicate the additional acreage to be covered by this
modification: 47.5 . (NOTE: you must complete all of Section F. of this application i'orm
entitled Notification of Adjoining Landowners).
Of this acreage to be added to the permit, will any portion of this acreage be affected (i.e.: disturbed,
ground cover removed) by the mining operation? Yes ® No ❑ (If no, a "minor modification"
fee of $100.00 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): 41.5
❑ 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. Namc of all materials mined: Fill and cover material primarily for on -site construction — silt and sand
3. Mining method:
HHydraulic Dredge
Dragline & Truck
Other (explain):
Front-end Loader & Truck ® Shovel & Truck
Self -loading Scraper
4. a. Expected maximum depth of mine (feet) 30
Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, cic.)
mean seal level
b. Expected average depth of mine (feet) 18-20
-2-

APPLICATION FOR A MINING PERMIT
5. Has any area(s) at this site been mined in the past? Yes ® No ❑
If yes, when and by whom was this activity conducted? 1995-Present by Dare County
6. Number of years for which the permit is requested (10 years maximum): 10
B. MAPS
Clearly mark and label the location of your mining operation on six (6) copies of a 7.5-minute quadrangle
and a county highway map. These maps, in addition to six (6) copies of all mine maps and reclamation
maps, must be submitted with each permit application.
7.5-minute quadrangles may be obtained from the N.C. Geological Survey:
Mailing Address:
Physical Address:
1612 Mail Service Center OR
512 North Salisbury Street, 5`h Floor
Raleigh, North Carolina 27699-1612
Raleigh, North Carolina 27604
[phone]
http://portal.ncdenr.org/web/lr/geological home
•
County highway maps may be obtained from the N.C.
Department of Transportation:
North Carolina Department of Transportation — Geographic Information Systems (GIS)
Mailing_ Address:
Physical Address:
.
NCDOT GIS Unit
NCDOT GIS Unit
1587 Mail Service Center
3401 Carl Sandburg Court
Raleigh, North Carolina 27699-1587
Raleigh, North Carolina 27610
[phone]
http://www.nedot.orLit/�is/
Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlarged
topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on the
maps along with their corresponding (approximate) acreage. As a reminder, mining permits can
only be issued for up to 10 years; thus, all mine and reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum requirements listed below) to clearly illustrate the following, at a
minimum:
a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located
including easements and rights -of -way.
b. Existing or proposed permit boundaries.
c. Initial and ultimate limits of clearing and grading.
d. Outline and width of all buffer zones (both undisturbed and uncxcavated).
c. Outline and acreage of all pits/excavations.
f. Outline and acreage ofall stockpile areas.
g. Outline and acreage of all temporary and/or permanent overburden disposal areas.
h. Location and acreage of all processing plants (processing plants may be described as to location and
distance from mine if sufficiently far removed).
i. Locations and names of all streams, rivers and lakes.
J. Outline and acreage of all settling and/or processing wastewater ponds.
k. Location and acreage of all planned and existing access roads and on -site haul roads.
1. Location of planned and existing on -site buildings.
in. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of 100-year floodplain limits and wetland boundaries.
o. Names of owners of record, both public and private, of all tracts of land that are adjoining the
mining permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the
lessor of the mine tract, names of owners of record of tracts adjoining these tracts, that are within
1,000 feet of the mining permit boundary, must be provided on the mine map.
-3-

APPLICATION FOR A MINING PERMIT
p. Names of owners of record, both public and private, of all tracts of land that are adjoining the
mining permit boundary which lie directly across and are contiguous to any highway, creek, stream,
river, or other watercourse, railroad track, or utility or other public right -of' -way. if an adjoining tract
is owned or leased by the applicant or is owned by the lessor of the mine tract, names of owners of
record of tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary, must
be provided on the mine map(s). NOTE: "Highway" means a road that has four lanes of travel or
less and is not designated as an Interstate Highway.
q. Map legend:
1. Name of applicant
2. Name of mine
3. North arrow
4. County
5. Scale
6. Symbols used and corresponding names
7. Date prepared and revised
8. Name and title of person preparing map
Map scales should meet the following guidelines:
PERMITTED ACREAGE
MAP SCALE
0-49 Acres
I inch = 50 feet
50-199 Acres
I inch = 100 feet
200+ Acres
I inch = 200 feet
(NOTE: Smaller scaled maps may be acceptable if they clearly illustrate the above items)
-4-

APPLICATION FOR A MINING PERMIT
A table/chart must be provided on the mine map that clearly lists the approximate acreage of tailingslsediment
ponds, stockpiles, wastcpiles, processing area/haul roads, mine excavation and any other major aspect of the
mining operation that is proposed to be affected/disturbed during the life of the mining permit. A table/chart
similar to the following will be acceptable:
CATEGORY
AFFECTED ACREAGE
Tailings/Sediment Ponds
NIA
Stockpiles
9.3
Wastepiles
N/A
Processing Area/Haul Roads
2.5
Mine Excavation
84
Other (Explain)
N/A
Total Disturbed Acreage
94.8
NOTE:
IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE -SPECIFIC
INFORMATION THAT IS PROVIDED IN THE ANSWERS TO THE FOLLOWING QUESTIONS IN
THIS APPLICATION FORM (PLEASE_ NOTE THE ITALICIZED QUESTIONS/STATEMENTS
THROUGHOUT THE FORM). THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE
WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON THE MINE MAPS.
-5-

APPLICATION FOR A MINING PERMIT
C. PROTECTION OF NATURAL RESOURCES
Describe in detail the sequence of events for the development and operation of the mine and reference the
sequence to the mine map(s). Attach additional sheets as needed.
The mine is located in a relatively remote area of Dare County as shown on Figures l and 2 with the site
currently consisting of three pits. Pits #1 and #2 were completed years ago and have filled in with water with
mining operations currently taking place in Pit #3. Pit #1 started approximately 150 feet south of the canal
adjacent to Cub Road in order to minimize the effects of groundwater flow changes on the Construction &
Demolition (C&D) landfill groundwater monitoring system. Mining is performed at an average depth of 18-
20 feet below mean sea level (msl) and extends south towards Grouse Road. A 25-foot buffer that is
approximately 300 feet from the County's property line exists along the eastern woods line. The southern
extent of the existing excavation has a 25-foot buffer from the woods line south of Grouse Road, and is
approximately 1,150 feet from the County's property line. The current permit boundaries and current
excavations are shown in Sheet C-l. A March 2010 survey of the mine is shown on Sheet C-2.
Dcwatering of Pit #3 occurs as necessary and as defined in Section 3.b. of this permit. Excavated material is
temporarily stockpiled in the stockpile area and after adequate drainage the soil is used for cover at the C&D
landfill site.
During excavation the uppermost organic layer is stripped and stockpiled separately at the C&D landfill site
for future use as final C&D landfill capping material to support grass cover. Due to the sandy nature of the
excavated material a free settling slope is maintained on active excavation surfaces. Upon completion of
excavation the final slopes for the outer slopes will be 3:1 (I-I;V) as shown on Sheet D-I. All other existing
slopes will be in accordance with the previous approved mining pert -nit. Upon completion of the excavation
for a major portion of the outer face all above water table areas are stabilized with vegetative cover in
accordance with the most recent Vegetation Plan, which was provided in the approved Erosion and
Sedimentation Control Plan for Phase 4 of the C&D landfill. A copy of the approved plan is included in
Appendix A.
In accordance with the previous approved mining permit as the final edges of the excavation pit arc
• completed excavation equipment operators will ensure that the final below water table surface slopes comply
with the specifications outlined above. A free settling slope will be maintained on the active face until final
® excavation is complete. Warning signs are placed at the four corners of the excavation area.
This permit modification is proposing to add an additional 47.5 acres as shown on Sheet C-3 to the
southwest of the current excavation to provide additional material for use at the C&D landfill. Mining will
progress in a similar fashion as the current excavation with mining performed in increments as necessary to
supply base fill, daily cover, and cap construction for the C&D landfill. The new pit will start 150 feet south
of the canal adjacent to Cub Road and 60 feet west of Pit #L Mining will progress northeast towards Grouse
Road at an average depth of 18-20 feet below msl. Mining activities will follow the sequence outlined above
for the existing excavation (Pit 43).
2. Describe specific erosion control measures to be installed prior to land disturbing activities and during
mining to prevent offsite sedimentation (inchrde specific plans fa -sediment acid et-osion control for mine
excavation(s), waste piles, access/mine roads crud process areas), and give a detailed sequence 01'
installation and schedule for maintenance of the measures. Locate and label all sediment and erasion
control measures on the mine inap(s) and provide typical crass-sectionslcoi7struction details al'eoch
measure. Engineering designs and calculations are required to justify the adequacy of any proposed
measures.
Land disturbing activities in the mining area are accomplished such that all stormwater runoff is directed into
cacti mining pit. Drainage into the southern mining pit (Pit #3) drains north where it is pumped into Pit #2.
Pit #2 gravity drains into Pit #I . For ultimate discharge from Pit # 1, see the discussion in Section 3.b. of this
permit. Once the new pit is started (Pit #4 on Sheet C-3) drainage will be pumped into Pit #2 where if will
gravity drain into Pit #I before ultimately discharging into the canal along Cub Road. This will be done to
minimize turbidity discharging into the canal along Cub Road.
-6-

APPLICATION FOR A MINING PERMIT
Two surface drainage ditches drain the stockpile area. Sedimentation basins are constructed in each of the
two ditches flanking the sides of the stockpile area to treat stormwater and soil drainage. Disturbed areas that
are subject to future disturbance will receive temporary seeding if the area remains exposed for more than 30
days. Additional details are shown on Sheet D-1. Completed cut and fall slope areas will be seeded and
grassed in accordance with the Vegetation Plan within the Approved Erosion and Sedimcntation Plan
provided in Appendix A.
3. a. Will the operation involve washing the material mined, recycling process water, or other waste water
handling? Ycs ❑ No X. If yes, briefly describe all such processes including any chemicals to be
used.
b. Will the operation involve discharging fresh or wastewater from the mine or plant as a point discharge to
the waters of the State? Yes ® No ❑. 1 f ties, briefly describe the nature of the discharge and locate
all proposed discharge points (along with their method of stabilization) on your mine map(.).
All water discharged from Pit #1 gravity drains from Pit #1 and flows west along Cub Road. At the
intersection of Cub Road and Bear Road drainage is directed north and discharges from the property at the
intersection of Bear Road and Gadwell Road. For more information see Sheet C-lA for the current mine
dewatering plan and Sheet C-3A for the proposed dewatering plan. As stated in Section 2, Pit #1 is the only
point discharge location regardless of where mining operations are taking place.
c. Will any part of the proposed mine excavation(s) extend below the water table? Yes ® No D.
If yes, do you intend to dewatcr the excavation(s)? Yes ® No F.
If yes, what impact, if any, will mine dewatering have on neighboring wells?
Mine dewatering is not anticipated to have an impact on neighboring wells.
Estimated maximum withdrawal rate in gallons per day: 1.7 million gallons day_.
Locate all existing wells on the mine maps) that lie within 500 feet of the proposed excavation area.
Provide data to support any conclusions or statements made, including any monitoring well data, well
construction data and current water withdrawal rates. Indicate whether the proposed mine locale is
served by a public water system or private wells.
There are no water supply wells that lie within 500 feet of the proposed permitted mining area. All
groundwater monitoring wells for the C&D landfill are located on the north side of Cub Road approximately
450 feet from the proposed excavation area. The wells are sampled semiannually and copies of the past two
groundwater reports for the C&D landfill are located in Appendix B.
d. If you answered yes to any of the above questions, provide evidence that you have applied for or
obtained the appropriate water quality pemiit(s) {i.c., non -discharge, NPDES, Stormwater, ctc.) from the
Division of Water Quality, Water Quality Section. In addition, the applicant is required to register water
use with the Division of Water Resources if the operation withdraws more than 10,000 gallons per day
and needs a capacity use permit from the Division of Water Resources if the operation lies in a capacity
use area and withdraws more than 100,000 gallons per day.
A general Stormwater NPDES permit for mining operations has been approved by the N.C. Division of
Q Water Quality (Appendix C) and water withdrawal has been registered with the Division of Water
® Resources (Appendix D). The pump operates at 1,200 gallons per minute (gpm) with a maximum daily
discharge of 1.7 million gallons per day (MGD). The pump is only operated as needed and day to day
® operations will operate well below the 1.7 MGD threshold.
4. a. Will the operation involve crushing or any other air contaminant emissions'? Yes ❑ No ®.
Q -7-

APPLICATION FOR A MINING PERMIT
If yes, indicate evidence that you have applied for or obtained an air quality permit issued by the
Division of Air Quality or local governing body.
b. How will dust from stockpiles, haul roads, etc., be controlled?
Dust is generated from the operation of heavy equipment, waste and stockpile hauling vehicles tracking mud
onto the site, and by wind erosion of unvegetated earth. A water truck is used for dust control on all
roadways. Dust conditions are mitigated as necessary at the landfill and borrow pit by dampening of interior
. access roads, cleaning of paved public roadways at the site entrance, and stabilizing completed areas with
vegetation per the existing Construction Plan for the site.
a. A buffer will be required between any mining activity and any mining permit boundary or right-of-
way. It may be an unexcavatcd buffer (no excavation, but roadways, berms and erosion &
sedimentation control measures may be installed within it), an undisturbed buffer (no disturbance
within the buffer whatsoever), or a combination of the two, depending upon the site conditions.
Note that all buffers must be located within the mining permit boundaries.
How wide a buffer will be maintained between any mining activity and any mining permit boundary
or right-of-way at this site`? A minimum buffer of 25 feet is recommended, a]though a wider buffer
may be needed depending on site conditions. Show all buffer locations and widths on the mine
map(s).
As shown on Sheets C-1 and C-3, a 25-foot buffer is maintained between the existing borrow pit and the
tree line on the cast side of Pits #1, #2, and #3. A 25-foot buffer is maintained between the southeastern edge
of Pit #3 and the woods line south of Grouse Road. The southeastern pit sideslopc of Pit #3 has been
completed and will not move any closer towards Grouse Road. The eastern edge of Pit #4 will maintain a 50-
foot buffer between the edge of the pit and the wetlands that extend 550 feet from the canal along Grouse
Road and run parallel to the haul road. A 15-foot buffer will be maintained on each side of the 30-foot wide
haul road (60 feet total) that will separate the current active area (Pit #3) and the proposed mining area (Pit
#4). A 25-foot buffer will be maintained between Pit #4 and the drainage ditch that marks the western edge
of the proposed permit boundary. A 150-foot buffer will be maintained between the north sides of Pits #1
and #4 and the centerline of the canal along Cub Road.
b. A minimum 50 foot wide undisturbed buffer will be required between any land disturbing activities
within the mining permit boundaries and any natural watercourses and wetlands unless smaller
undisturbed buffers can be justified. Depending on site conditions, a buffer wider than 50 feet may
be needed.
I -low wide an undisturbed buffer will be maintained between any land disturbing activities within the
mining permit boundaries and any natural watercourses and wetlands at this site`? Show all bqf fer
locations and widths on the mine map(s).
As explained in Section 5a, a 15046ot buffer will be maintained between Pits #1 and 94 and the centerline of
the canal along Cub Road to the north, and a 50-foot buffer between mining activities and the limit of the
wetlands as shown on Sheets C-1 and C-3.
6. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries
® during mining. Minimum 2 horizontal to I vertical slopes or flatter for clayey material and
minimum 3 horizontal to l vertical slopes or flatter for sandy material are generally required, unless
technical justification can be provided to allow steeper slopes.
Due to the sandy nature of the excavated material a free settling slope is maintained on all active excavation
© surfaces. Upon completion of excavation the final slopes for the outer slopes will be 3:1 (I+V). All other
existing slopes will be in accordance with the previous approved mining permit. After completion of
® excavation for a major portion of an area the final outer face above the water table will be stabilized with

APPLICATION FOR A MINING PERMIT
vegetative cover.
b. Provide a cross-section on the mine map(,) Jbr all fill slopes (berms, wastepiles, overburden
disposal areas, etc.), clearly indicating the intendedside slope gradient, installation ofany benches
and/or slope drains (vvith .supporting design information) if needed, and the method of final
Stabilization.
Not Applicable.
c. In excavation(s) ofunconsolidated (non -rock) materials, specify the angle of all cut slopes including
specifications for benching and sloping. Cross-sections,for all cut .slopes must be provided on the
mine map(s).
Upon completion of excavation the final slopes for the outer slopes will be 3:1 (14:V). All other existing
slopes will be in accordance with the previous approved mining permit.
d. In hardrock excavations, specify proposed bench widths and heights in feet. Provide cross -sections
of the mine excavation clearly noting the angles of the cut slopes, widths of'all safety benches and
mine benches, and the expected maximum depth of the excavation
Not Applicable.
7. Describe other methods to betaken during mining to prevent physical hazard to any neighboring dwelling
house, public road, public, commercial or industrial building from any mine excavation. Locate all such
structures on the mine map if they are ►t,ithin 300 feet of'any proposed excavation.
There arc no dwellings, houses, public roads, or public, commercial, or industrial buildings located within
300 feet of the existing and proposed excavation areas.
8. Describe what kind of barricade will be used to prevent inadvertent public access along any high wall area
0 and when it will be implemented. Vegetated earthen berms, appropriate fencing and adequate boulder
barriers may be acceptable high wall barricades. A construction detail/cross-section and location of each
type cif barricade to he used must he indicated on the mine map(s).
The site is located in a relatively remote area of mainland Darc County. The site is bounded on the east by
® U.S. Highway 264 and on the other three sides by the Alligator River National Wildlife Refuge. Access to
the area is limited to Link Road and Cub Road. A gate is installed on Link Road at the western end of the
S bridge and is locked with a padlock when not in service. A similar gate is installed at the Cub Road entrance.
. A gate attendant house is located immediately inside the gate on the southern edge of Cub Road, The
entrance is manned by a gate attendant at all times when the facility is open.
O Access from the western side of the C&D landfill is unlikely since all adjacent property is in the Wildlife
Refuge and the nearest public access to the Refuge (other than Link Road) is approximately 5 miles away.
• However, a swinging padlocked gate at the western end of Link Road controls access to the western portions
of the site. The gate belongs to the U.S. Fish and Wildlife Service and is locked at all times when not in use
to prevent unauthorized access to the Refuge.
A 0.75-inch steel cable attached to two 4-inch diameter steel posts cemented into the ground controls access
. to the waste disposal area via Cub Road and the excavation service road. The steel cable is padlocked when
not in use. The cable posts arc installed at the bridge over the canal adjacent to Cub Road to prevent vehicles
from bypassing the cable restriction.
The excavation access road to the borrow pit area is chained off when not in use. Moveable construction
® barricades or other warning barriers are installed parallel to the active face unless it is known that the below
0 -9-

APPLICATION FOR A MINING PERMIT
water slope is no greater than 2:1.
9. Are acid producing minerals or soils present? Yes ❑ No E.
If yes, how will acid water pollution from the excavation, stockpiles and waste areas be controlled?
Although surface water in the area is generally acidic, the acidity is due to the decomposition of surface
organic material. The Albermarlc-Pamlico peninsula usually has a stratified groundwater regime. Subsurface
aquifers that are separated from the uppermost groundwater layer by relatively impervious materials are
alkaline due to limestone deposits. Any excavations that penetrate the subsurface aquifers can potentially fill
with non -acidic water. pl-1 readings taken from the existing borrow pit excavation indicate that the pond
resulting from the proposed excavation area will be neutral to alkaline.
10. a. Describe specific plans (including a schedule of implementation) for screening the operation from
public view such as maintaining or planting trees, bushes or other vegetation, building berms or
other measures. Show the location of all visual screening on the mine map(s) and provide cross -
sections through all proposed berms or proposed spacing, sizes and species,for tree plantings.
As stated previously, the site is located in a relatively remote area of Dare County. The site is currently
shielded on the cast, north, and south by a barrier of natural trees and undergrowth that is on average a
minimum of 270 feet thick. These natural tree barriers are on the existing C&D landfill site owned by Dare
County and are maintained by the County as a site barrier for the entire C&D landfill property. Beyond the
tree barrier the site is buffered and shielded by the Alligator River National Wildlife Refuge on the north,
west, and south. Public view of the site is limited along U.S. Highway 264 by the eastern tree line sight
barrier except at the Link Road access point.
b. Could the operation have a significantly adverse effect on the purposes of a publicly owned park,
forest or recreation area? If so, how will such effects (i.e., noise, visibility, etc.) be mitigated'?
The existing borrow area has been in operation since 1995 to meet the C&D landfill soil material
requirements. Proposed borrow operations are identical to those employed since that time. Consequently, no
significant adverse effect on the purposes of a publicly owned park, forest, or recreational area is expected
from the proposed borrow pit expansion. In addition to current landfill operations, the site also supports the
Dare County Shooting Range and model aircraft flight area. Cleared areas not currently in use for landfill
activities are under cultivation along with portions of the U.S. Fish and Wildlife property. Since these same
operations have been ongoing since 1995 no adverse effects are anticipated from continuation of the same
operations. Current mitigation measures are described below.
A water truck mitigates dust on all site roads. The borrow pit operation is buffered from the remainder of the
site by the landfill operation and agricultural activities. These activities have been underway since 1995 and
are similar to those proposed for future site use.
Litter control will be provided by:
- Maintaining the smallest usable working face.
- Deploying litter fences and potable lifter screens as necessary.
- Requiring all waste hauling vehicles entering the site to have in place adequate covers for containment.
- Routinely policing the site and U.S. Highway 264 in the vicinity of the site.
11. Will explosives be used? Yes ❑ No N.
If yes, specify the types of explosivc(s) and describe what precautions) will be used to prevent physical
hazard to persons or neighboring property from flying rocks or excessive air blasts or ground vibrations.
Depending on the mine's location to nearby structures, more detailed technical information may be
required on the blasting program (such as a third -party blasting study). Locate the nearest offsite occupied
structure(s) to the proposed exCavatlon(4) on the mine map and indicate its approximate distance to the
proposed excavation.
- 10-

APPLICATION FOR A MINING PERMIT
Not Applicable.
12. Will fuel tanks, solvents, or other chemical reagents be stored on -site? Yes ❑ No M.
If yes, describe these materials, how they will be stored and method of containment in case of vpill. Indicate
the 10Calti0n(4) of all storage facilities on the mine rnap(s).
Not Applicable.
D. RECLAMATION PLAN
Describe your intended plan for the final reclamation and subsequent use of all affected lands and indicate
the sequence and general methods to be used in reclaiming this land. This must include the method of
reclamation of settling ponds and/or sediment control basins and the method of restoration or establishment
of any permanent drainage channels to a condition minimizing erosion, siltation and other pollution. This
information must be illustrated on a reclamation map and must correspond directly with the h?1hrmation
provided on the mine map(v). In addition, design information, including typical cross -sections, of'anv
permanent channels to be constructed as part of the reclamation plan and the location(,$) of all permanent
channels must be indicated on the reclamation map.
After closure of the facility, all uses of the property will be limited to activities that will pose no threat to the
integrity of the grass cover, cap, monitoring systems, or any other components necessary for the protection of
human health or the environment. Unless approved by the Solid Waste Section use of the closed landfill and
related mining pits will be limited to recreational and agricultural purposes.
The ponds resulting from excavation of the soil materials may be developed into recreational lakes with a
parking area and boat access. Because of the high water table at the site the excavations will produce an open
ponds approximately 18-20 feet deep. The ponds created can be stocked with indigenous species offish and
create a productive freshwater environment unique to mainland Dare County.
2. Is an excavated or impounded body of water to be left as a part of the reclamation? Yes ® No ❑.
If yes, illustrate the location of the body(s) of water on the reclamation map and provide a scaled
cross-section(S) through the proposed body(s) of water. The minimum water depth must be at least 4 feet,
measured from the normal low water table elevation, unless information is provided to indicate that a more
shallow water body will be productive and beneficial at this site.
Will the body(s) of water be stocked with fish? Yes ® No ❑
If yes, specify species.
The created ponds will be approximately 18-20 feet deep and can be stocked with indigenous species of fish.
3. Describe provisions for safety to persons and to adjoining property in all completed excavations in rock
including what kind of permanent barricade will be left. Acceptable permanent barricades are appropriate
fencing, large boulders placed end -to -end, etc. Construction details and locations of all permanent
barricades must be shown 017 the reclamation map.
Since access to the site will be through the landfill area, access will be controlled in the same manner as the
approved landfill site.

0
0
0
0 APPLICATION FOR A MINING PERMIT
0 4. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or other such on -site mine
0 waste areas, including specifications for benching and sloping. Final cross -sections and locations for
such areas must be provided on the reclamation map.
Topsoil that is stripped off the borrow pit excavation areas is stockpiled and will be used for final cover at
the on -site C&D landfill to support vegetative cover as required and as previously approved by the North
Carolina Solid Waste Section. Any material taken from the excavations will be used at the landfill for cover
O and fill material or for off -site fill in limited quantities. No spoil banks or mine waste piles are expected to
remain after borrow pit operations have ceased. It is expected that all excavated material will be used at the
on -site C&D landfill site and associated facilities.
a. Describe reclamation of processing facilities, stockpile areas, and on -site roadways.
No processing facilities are present, but the stockpile area and haul road will be revegetated at grade
according to plans and procedures previously approved by the North Carolina Solid Waste Section for the
C&D landfill.
b. Will any on -site roadways be left as part of the reclamation? Yes ❑ No Z.
If 'es, identify such roadways on the reclamation map and provide details on permanent road and ditch
lire Stabilization.
The roadway between the existing and proposed excavation areas will be revegated at grade.
Describe 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.)
No off -site generated waste shall he disposed of on the mine site without prior written approval
from the NC Department of Environment and Natural Resources, Land Quality Section and either
the Division of Waste Management (DWM) or local governing body. If a disposal permit has been
issued by DWM for the site, a copy of said permit must be attached to this application. All
temporary and permanent refuse disposal areas must be clearly delineated on the mine rnap(v) and
reclamation map, along with a list of items to he disposed in said areas.
No scrap metal, junk machinery, cables, or other waste products of mining is anticipated. The mined soil will
be utilized for landfill cover on the C&D landfill or offsitc.
7. Describe your plan for revegetation or other surface treatment of'the affected areas. This plan must include
recommendations for year-round seeding, including the time of seeding and the amount and type of seed,
fertilizer, lime and mulch per acre. The recommendations must include general seeding instructions for
both permanent and temporary revegetation. Revegetation utilizing only tree plantings is not acceptable.
Recommendations can be sought from:
a. Authorized representatives of the local Soil and Water Conservation District;
b. Authorized representatives of the Division of Forest Resources, Department of Environment and
Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Extension Service, specialists
and research faculty with the Colleges of Agriculture and Life Sciences and Forest Resources at
North Carolina State University;
d. North Carolina licensed landscape architects;
e. Private consulting foresters ref -erred by the Division of Forest Resources, Department of
Environment and Natural Resources;
f. N.C. Erosion and Sedimentation Control Planning and Design Manual;
g. N.C. Surface Mining Manual: A Guide for Permitting, Operation and Reclamation;
h. Others as may be approved by the Department.
-12-

APPLICATION FOR A MINING PERMIT
Revegetation of the affected areas of the borrow pit mining area, which is a portion of the County's overall
C&D landfill operation, will be accomplished in accordance with the previously approved Erosion and
Sedimentation Control Plan approved by the NC Division of Land Quality. A copy of the Vegetation Plan is
included within the Approved Erosion and Sedimentation Plan provided in Appendix A.
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
Thefollowing bond calculation worksheet is lobe used to establish an appropriate bond (based upon a range
of'$500 to $5,000 per affected acre) for each permitted mine site based upon the acreage approved by the
Department to be of fectedda{ring the life of the miniylgpermlt. Please insert t{le air{�xirtaate acreage,r�r each
aspect ofthe minim operation. that you h7tend to affect during the life ofthi.s mining hermit (in addition. please
with this avvlication
oil costly:
AFFECTED
RECLAMATION
RECLAMATION
CATEGORY
ACREAGE
COSTIACRE*
COST
Tailings/Sediment Ponds:
0
Ac.
X
$ 500
/Ac.
— $ o
Stockpiles:
8.3
Ac.
X
$ 1,800
/Ac.
_ $ 14,940
Wastepiles:
0
Ac.
X
$ 2,000
/Ac.
_ $ 0
Processing Area/l-laul Roads:
2.5
Ac.
X
$ 1,800
/Ac.
_ $ 4,500
Mine Excavation:
84
Ac.
X
$ 500
/Ac.
_ $ 42,000
Other (Unexcavated Buffers):
10.2
Ac.
X
$ 0
/Ac.
_ $ 0
TOTAL AFFECTED AC.:
94.8
Ac.
(TOTAL PERMITTED AC.: 105 Ac.)
Temoorary & Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL AFFECTED AC. above into the following two categories: a) affected acres that drain into
proposed/existing excavation and/or b) affected acres that will be graded for positive drainage where measures will
be needed to prevent offsite sedimentation and sedimentation to onsite watercourses and wetlands.
a) Internal Drainage 86.5 Ac.
b) Positive Drainage 8.3 Ac. X $1,500.00 = $ _ _12,450.00
SUBTOTAL COST: $ 73,890.00 _
Inflation Factor:
0.02 X SUBTOTAL COST: $ 1,477.80 X Permit Life (1 to 10 years): 10
INFLATION COST: $ 14,778.00
TOTAL COST = SUBTOTAL COST + INFLATION COST = $_ _ 88,668.00
Total Reclamation Bond Cost: $ 88,600.00
(round down to the nearest $100.00)

APPLICATION FOR A MINING PERMIT
F. NOTIFICATION OF ADJOINING LANDOWNERS
The "Notice" form, or a facsimile thereof, attached to this application must be sent certified or registered mail,
return receipt requested, to:
(1) . the chief administrative officer of each county and municipality in which any part of the permitted
area is located as indicated on the mine map(s);
(2) all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor
of the mine tract, all owners of record of tracts adjoining these tracts must be notified (that are
within 1,000 feet of the mining permit boundary) as indicated on the mine map(s); and
(3) all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway, creek, stream, river,
or other watercourse, railroad track, or utility or other public right-of-way. If an adjoining tract is
owned or leased by the applicant or is owned by the lessor of the mine tract, all owners of record of
tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit
boundary) as indicated on the mine map(s). "Highway" means a road that has four lanes of travel
or less and is not designated as an Interstate Highway.
The only exception to the above method of giving notice is if another means of notice is approved in advance
by the Director, Division of Land Resources.
A copy of a tax map (or other alternative acceptable to the Department) must be mailed with the completed
"Notice" form (the proposed overall permit boundaries and the names and locations of all owners of
record of lands adjoining said boundaries must be clearly denoted on the tax map).
The "Affidavit of Notification" attached to this application must be completed, notarized and submitted to the
Department, with the remainder of the completed application form, before the application will be considered
complete.
THIS SECTION MUST BE COMPLETED FOR ALL APPLICATIONS FOR NEW MINING PERMITS
AND ALL MODIFICATIONS OF A MINING PERMIT TO ADD LAND TO THE PERMITTED AREA, AS
REQUIRED BY NCGS 74-50(b1).
SEE THE NEXT TWO PAGES FOR THE "NOTICE" FORM AND THE "AFFIDAVIT OF
NOTIFICATION"
"Prior to submitting the previous mine permit modification in 2010 Mr. W. Michael Brinchck of CDM
Smith spoke with Ms. Ashley Rogers of NCDENR Division of Land Resources on May 10, 2010. Based on
this telephone conversation it is understood that if no new adjoining property owners exist since the time of
the original application, no additional Notices need to be provided except notification to the Chief
Administration Officer of Dare County. No new adjoining property owners have been added since the
original approved mining permit. In addition,. Dare County is the owner of the property, and the appropriate
Dare County officials have been notified of this permit modification.
- l4-

APPLICATION FOR A MINING PERMIT
G. 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 administration of the Mining Act of 1971 pursuant to G.S. 74-56.
We further grant to the Department or its appointed representatives the right to mare whatever entries on the
land as maybe 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 G.S.
74-59.
LANDOWNER:
Signature: Not Auulicablc
Print Name: same. a§applicant
(Title, if applicable)
Company aarng as Appliout
(If applka e
Address:. _ same as aUnlicaat
Telephone: (254 4
Date Signed:
APPLICANT:
Signature:0
Print Name: E!jWard L, ManM Sr.
Title: Dare County Public irk§ Dirgctor
Company:. Dare County
Mine Name: Dare County Construction2mg1ition Y aste
Landfill On -Site Borrow Pit
Telephone: [phone]
Date Signed: V
� 4
*Signature must be the same as the individual who signed Page 1 of this application.
ann reclamation maps, aria the approunate processing tee (see next page -tor tee seneaule) :1n the torm a cnecx
or mone or er.payable to the North Carolina pa ntent of Environment and Natura'1 Resources must be
sent to the Land ual'l 'Sec i n Central Qffice at the address listed on the front cover of this application
form.
Inquiries regarding the status of. the review of this application should be directed to the Mining Program staff at
[phone].
-15-

APPLICATION FOR A MINING PERMIT
MINING FEE SCHEDULE
A nonrefundable permit application processing fee when filing for a new mining permit, a major permit modification or a renewal permit is
required as follows:
New Permit Applications
Pen -nit Modifications
Permit Renewals
Transfers/Minor Modifications*
0-25 acres
$3,750.00
$750.00
$750.00
$100.00
26+acres
$5,000.00
$1,000.00
$1,000.00
$100.00
* A nonrefundable $100.00 permit application processing fee is required for minor permit modifications. Minor permit modifications include ownership transfers, name
changes, bond substitutions and permit renewals where the mine is inactive and fully stabilized. A minor permit modification also includes lands added to a permitted area,
outside of the minimum permit buffer zone requirements, where no plans for mining related disturbance of the added lands have been approved. All other changes are
considered major permit modifications.
Acres for new permits and renewal permits means the lolal acreage at the site. Acres for major modification of permits means that area of land affected by the mudificution
within the permitted mine area, or any additional land that is to be disturbed and added to an existing permitted area, or both.
- 16-

APPLICATION FOR A MINING PERMIT
There are seven Land Quality Section (LQS) Regional Offices. Use the map below to locate the Regional Office
serving your county.
Asheville Regional Office
• Counties: Avery, Buncombe, Burke, Caldwell, Cherokee, Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk, Rutherford, Swain, Transylvania, Yancey
• Address: 2090 U.S. Highway 70, Swannanoa, NC 28778
• Voice:828.296.4500
• FAX:[phone]
Fayetteville Regional Office
• Counties: Anson, Bladen, Cumberland, Harnett, Hoke, Montgomery, Moore, Richmond, Robeson, Sampson,
Scotland
• Address: 225 Green Street, (Systcl Building), Suite 714, Fayetteville, NC 28301-5094
• Voice:910.433.3300
• FAX:910,486,0707
Mooresville Regional Office
• Counties: Alexander, Cabarrus, Catawba, Cleveland, Gaston, Iredeil, Lincoln, Mecklenburg, Rowan, Stanly,
Union
• Address: 610 East Center Ave., Suite 301, Mooresville, NC 28115
• Voice:704.663.1699
• FAX:[phone]
Raleigh Regional Office
• Counties: Chatham, Durham, Edgecombe, Franklin, Granville, Halifax, Johnston, Lee, Nash, Northampton,
Orange, Person, Vance, Wake, Warren, Wilson
• Address: 1628 Mail Service Center, Raleigh, NC 27699-1628 or 3800 Barrett Drive, Raleigh, NC 27609
• Voice:919.791.4200
• FAX:[phone]
Washington Regional Office
• Counties: Beaufort, Bertie, Camden, Chowan, Craven, Currituck, Dare, Gates, Greene, Hertford, Hyde, Jones,
Lenoir, Martin, Pamlico, Pasquotank, Perquimans, Pitt, Tyrrell, Washington, Wayne
• Address: 943 Washington Square Mall, Washington, NC 27889
• Voice:252.946.6481
• FAX:[phone]
- 17-

APPLICATION FOR A MINING PERMIT
LAND QUALITY REGIONAL OFFICES (continued)
Wilmington Regional Office
• Counties: Brunswick, Carteret, Columbus, Duplin, New Hanover, Onslow, Pender
• Address: 127 Cardinal Drive Extension, Wilmington, NC 28405
Voice: 910.796.7215
• FAX:[phone]
Winston-Salem Regional Office
• Counties: Alamance, Alleghany, Ashe, Caswell, Davidson, Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
• Address: 585 Waughtown Street, Winston-Salem, NC 27107
• Voice:336.771.5000
• FAX: 336.771,4631
-18-

APPLICATION FOR A MINING PERMIT
SCHEDULE OF RECLAMATION COSTS
(Based upon range of $500 - $5,000 per affected acre)
COMMODITY CODES: SG = Sand and/or Gravel, GS = Gemstone, Borrow = Borrow/fill dirt, CS = Crushed Stone,
DS = Dimension Stone, FS = Feldspar, MI = Mica, LI = Lithium, PF = Pyrophyllite, OL = Olivine,
KY = Kyanite/Sil limanite/Andalusite, PH = Phosphate, CL = Clay/Shale, PE = Peat, AU = Gold, TI = Titanium, and OT
= Other
Type
T/S Ponds
S. iles
W. iles
P.area/H.R.
Mine Excay.
SG, GS,
$5001ac.(L)
$1800/ac.
$20001ac.
$1800/ac.
$500/ac.(L)
Borrow
1500(FI)
$2000(PD)
CS, DS,
500(L)
1800
2000
2000
500(L)
FS, MI,
1500(FI)
2500(PD)
LI, PF, OL, KY
PH
1000(L)
2500
5000
5000
2000(L)
2500(FI)
5000(PD)
CL
I000(L)
2500
5000
5000
2000(L)
2500(FI)
3700(PD)
PC, AU,
1000(L)
2500
3000
3500
2000(L)
TI, OT
2500(FI)
5000(PD)
(L) = reclamation to a lake and revegetating sideslopes
(FI) = reclamation by filling in and revegetating
(PD) = reclamation by grading for positive drainage & revegetating
AS PER NCAC 15A 5B.0003, IF YOU DISAGREE WITH THE BOND AMOUNT DETERMINED BY THE
BOND CALCULATION WORKSHEET, YOU MAY SUBMIT AN ESTIMATE OF RECLAMATION COSTS
FROM A THIRD PARTY CONTRACTOR. SAID ESTIMATE MUST BE PROVIDED WITHIN 30 DAYS TO
THE FOLLOWING ADDRESS: Mining; Program, Land Quality Section, 1612 Mail Service Center, Raleigh,
North Carolina 27699-1612
ALL ESTIMATES MUST INCLUDE THE FOLLOWING. AS A MINIMUM:
• FINAL GRADING COSTS PER ACRE
• LIME AND FERTILIZER COSTS PER ACRE
• YEAR-ROUND SEEDING MIXTURE COSTS PER ACRE (FROM APPROVED REVEGETATION
PLAN IN APPLICATION/PERMIT DOCUMENT)
• MULCH AND ANCHORING COSTS PER ACRE
• ANY OTHER RECLAMATION COSTS NECESSARY TO COMPLY WITH THE APPROVED
RECLAMATION PLAN FOR THE SITE IN QUESTION
YOU WILL BE NOTIFIED AS SOON AS POSSIBLE OF THE DIRECTOR'S FINAL BOND DETERMINATION.
-19-

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CDM = =? p
Smith .,...,. Figure 1 - Dare County, North Carolina �fi,�

DARE COUNTY - CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL
INDEX OF DRAWINGS
SHEET NO. TITLE
COVER
COVER SHEET
C-1
SITE MAP
C-1A
DEWATERING MAP
C-2
MINING MAPI2010 EXISTING CONDITIONS
C,3
PROPOSED EXPANSION AREA
C-3A
PROPOSED DEWATERING PLAN
D-1
MISCELLANEOUS OETAILS
DARE COUNTY, NORTH CAROLINA
•iGtidyfy,y'al�T
MINING PERMIT APPLICATION MODIFICATION
JULY 2012
K r71 Devil Hills
Nags Head
1 P - 6 2012
S�
LA_ l3 [a�latI y �tC tON
OFFICE
,r As I; C �Gh ?,EGIO :at
LOCATION PLAN
(NOT TO SCALE)
5400 Glenwood Ave - Suite 300
Raleigh, NC 27612
Tel: [phone]

�o•�•••••••aee•®•••oee••s•eee•••••eeo®•®••®••

MINING OPERATIONS
SUMMARY
CATEGORY I
AFFFECTED ACERAGE
TAILINGS/SEDIMENT POND I
N/A
STOCKPILES I
8.3
PROCESSING AREAS/HAUL I
RAOOS
2.5
MINE EXCAVATION
✓34
OTHER (EXPLAIN) I
N/A
TOTAL DISTURBED ACERAGE I
94.8
/ \ PROPERTY OF
/ US DEPT OF THE INTERIOR
VS FISH AND WILDLIFE SERVICE
ATTN: MIKE BRYANT
' y \ PO BOX 1969
MANTEO. NC 27954
to
7 \ � tirys
/
/ 6
PROPERTY OF
US DEPT OF THE INTERIOR / ENTRAVQ
US FISH AND WILDLIFE SERVICE /
ATTN: MIKE BRYANT
PO BOX 1969 /
MANTEO. INC 27954
/
W
O
Q4
SURFACE W,
BUFFER (15
0
JURi
�W
/ae
/
/
/
/
/ 1
jr ICT10NAL� � \
/WATER '
r WATERS
1
r �\
EXISTING CATE ACROSS LINK ' \
ROAD ONLY ALLOWS ACCESS FOR I
FlSH & WILDLIFE SERVICE PERSONNEL
FYL� •`
BEAR ROAD
'& IAN0F11I AUFFFR RFOUIRFMFNTS-
I. MINIMUM 200-FOOT BUFFER BETWEEN THE C&D LANDFILL AND ALL
PROPERTY LINES FOR MONITORING PURPOSES.
2. MINIMUM 500-FOOT BUFFER BETWEEN THE C&D LANDFILL AND
EXISTING RESIDENTIAL STRUCTURES AND WELLS.
3. �@Q-FQQ7 BUFFER BETWEEN THE C&D LANDFILL AND ANY
AHE, POND OR OTHER WATERS OF THE STATE AS
DEFINED IN G.S. 143-212.
NOTFS:
1. PROPERTY SURVEYINFORMATION FROM SOUTHERN SURVEYING. KITTY
HAWK, NO SEPTEMBER 1987, FILE # P-151 RECORDED IN DEED
BOOK NO. 530 PAGE NO. 753.
2. MAP DERIVED FROM SITE MAPS PRODUCED BY APPLIED WATER
TECHNOLOGY, 4037 STONE SUMMIT LANE, RALEIGH, NO 27603. FOR
CELL NO. 2 EXPANSION DATED MARCH 1998 AND MARCH 2O02.
3. REFER TO SHEET C-2 FOR SURVEYED LIMITS OF MINE EXCAVATION.
4, CANAL WAS PREVIOUSLY ABANDONED BY CONSTRUCTION OF BORROW
ACCESS ROAD AND HAS BEEN DRAINED BY MINING ACTMTIES,
5. THE CONTRACTOR SHALL NOT ENTER INTO OR OTHERWISE DISTURB
ANY AREA WITHIN THE WOQOS LINE. TTHE WOODS LINE MARKS THE
b�
b
I_ _ 300,
150 0 300
LEGEND
--- C&❑ LANDFILL LIMITS
CANAL
DITCH
PROPERTY U14L
-FIC-
I
I I
DES a ED sr: R. STOUT
®�FILE'PROJECT
DARE COUNTY
NO 17352-56960
OPa NN 01: A kEISPFENMNG
NORTH 4+AROL.INA
TH
FILE NAME: C-1.01YG
S-LE: C-T, 91.- M, BRINCEK
�����
SHEET NO.
CPoss CH�'D 0Y: M, BRINCEN
CONSTRUCTION & DEMOLITION DEBRIS LANDFILL
SITE MAP
_
I
M. RK
APPcOrED RINf.F
swa �n aoe A .. ar goo
HCZM12
BORROW AREA EXPANSION - MINING PERMIT
-�
CHKO
�
NO.
GATE 11R 11
I —.. REMARKS
D+SE:
PERMIT SFT

•
. Q
Q
' � Q
•
•
0
• o
0
o
f •
•
e
o
o
•
•
v
0

MINING OPERATIONS SUMMARY
CATEGORY
gEFFECTED ACERAGE
TAILINGS/SEDIMENT POND
N/A
STOCKPILE9
$. }
PROCESSING AREAS/HAUL
RA.ODS
I 2.5
(MINE EXCAVATION
84
OTHER (EXPLAIN) J
N/A
TOTAL DISTURBED ACERACE
94,8
I
PROPERTY OF
US DEPT OF THE INTERIOR
U$ FISH AND WILDLIFE SERVICE
ATTN: MIKE BRYANT
/
PO BOX 1959
MANTEO. NC 27954
/
1
2�
.k-
If F
PROPERTY OF
US DEPT OF THE INTERIOR
US FISH AND WILDLIFE SERVICE
\ A�YN; BRYANT
PO
BOX BOx 1469
MANTEO, NC 27954
\ \ \ llllRa01
t4 \\
b
\
DARE CO. SHOOTING RANGE
SURFACE WATER
�= BUFFER (150')
1� CW-7 \ \
IT I
III \ Gw-e 4tio \
/ 1
b 1 \ �w
JURISDICTIONAL-
/ WATERS
e
SITE DISCHARGE
GEAR ROAD y FLOW
EXISTING GATE ACROSS LINK ROAD
ONLY ALLOWS ACCESS FOR
FISH &
WIMLIFE SERVICE PERSONNEL
C&D LANDEILL_BUEEFR BEOUIRfMENTS:
I. MINIMUM 2O0--FOOT BUFFER BETWEEN SHE L&D LANDFILL AND ALL
PROPERTY LINES FOR MONITORING PURPOSES,
2. MINIMUM 500-FOOT BUFFER BETWEEN THE C&D LANDFILL AND
EXISTING RESIDENTIAL STRUCTURES AND WELLS.
3. MINIMUM 50-FOOT BUFFER BETWEEN THE C&D LANDFILL AND ANY
SIP EAM. RNER, LAKE, POND OR OTHER WATERS OF THE STATE AS
DEFINED IN G.S. 143-212.
NOTES:
1. PUMP OPERATES AT 1.200 GALLONS PER MINUTE WITH A DAILY
MAXIUMUM DISCHARGE Of 1.7 MGD. PUMP 15 ONLY OPERATED AS
NEEDED-
"% b
1. 300
150 •r�0 300
LEGEND
----- C&C LANDFILL LIMITS
CANAL
DfTCH
PROPERTY LINE
ROAD
GATE
APPROXIMATE GROUND CONTOUR
- - _ WOODS LINE
'CW-p MONITORING WELL
-- PROPOSED BORROW PIT EXPANSION AREA
CI ¢ 1 EXISTING SEDIMENTATION BASIN
' §4 PROPOSED SEDIMENTATION BASIN
--------- LIMITS OF WETLANDS
TO STUMPY POINT
MAINTAIN 25' BUFFER
BETWEEN TRFE LINE AND
=MJSOF
_=-GEROW PIT
AND$ } I
(50' BUFFER MA AIMED) I'
I
:f
� I
" I
PROPERTY OF --'�
US DEPT OF THE INTERIOR
US FISH AND WILDLIFE SERVICE
TF II AN: MIKE BRYANT
_ PD BOX 1969
MANTEO, NC 27954
10.
I�
'b SAP - 6 2012 ►w
UTY SAi lU _ 1
1r4p S",1, 2011FE5$
SEAL
0213425 -r'
GiNt
'o -_� _.-.-.-._ -.-.- .- -._._�
+L ONLY GATE ACROSS CUB ROAD / — I 1
ONLYUALLOWS ACCESS FOR FISH AND /// y
W7L_ SERVCE PERSONNEL. —
.________.--...__—_ _—______ _ ---___ -----� —_
DESIGNED er. P. 5Ta%T
cl
DARE COUNTY
PROJECT NO. 17952-56960
L7 -�T, e,_ A "'EI ''L"�"—'6
SMEU CHK'D 91: M. BRINCEK
(:FOSS C} D B,_- M. BRINCEK
—Ro ED 0, ML ORtucIEK
e�,
y��
Smith C Y ■
Smith
��
41115'1''Oo_
NORTH CAROLINA
CONSTRUCTION & DEMOLITION DEBRIS LANDFILL
BORROW AREA EXPANSION -MINING PERMIT
-
- CURRENT DEWATERING PLAN
I
rn� NkME: C-1A.rnvc
SHEET NO
-I
Rom'
NO.
DATE OftwN
CMKD
RFMARNS
J51L
JASE, 20T2
-
Tr
—
PERMIT qFl

1"-150'
75 0 150
t r
S w��
•- -'Y
�
of i.A A._�
� — _.._ — ��+.-
� �^.�.. • _.
""�
�'
� l
- _ - - -� 'A• �.a .� _. �. _ _. _..-
- -F- - .____ - ._. - - _. - -- - __ - __.ter--
_
JI
EMIT
MINING EXCAVATION
PIT I
MINING EXCAVATION
r PIT 1 2
Q, JT
C
L OF WETLANDS
'�•�
fJ
r
b+'
J 0 •'
� r
i�
MINING EXCAVATION I
PIT # 3 (ACTIVE)
Af ? k
ZUMIT
OF WETLANDS
,yam""
ial •
I
•
al I
T
P
LIMIT OF WETLANDS JI
P f
7 r
D
CSEp..-.
�.r3 (D'nu %*
111-Y SECT401
Orr
-nay R•ECat�r�P��
SEAL
078426
DESIGN P —®�
DARE COUNTY
PROJECT N0, 17952-56960
oRnxn ar. A WEISREENwNc
s�E1- c- ft M e6mr.FR
C-oss c-.•o 6+: M, eRINCEK
awRprE= 2r; M BRINGER
ryl;E_ JUL 2012
e-
Smith
�� Jrm
,,,,,,�„.-cV012
T+")32"11-
NORTH CAROLINA
CONSTRUCTION Ef DEMOLITION DEBRIS LANDFILL
BORROW AREA EXPANSION - MINING PERMIT
MINING MAP
EXISTING CONDITIONS (MARCH 2O10)
FILE NnME' C-2.Dwc
SHEET NO.
C-2
�'
I pATE
DRWN
CHHD
REVAP�
PERMIT AFT

MINING OPERATIONS SUMMARY
CATEGORY
AFFFECTED ACERAGE
TAILINGS/SEDIMENT POND
N/A
STOCKPILES
I 8.3
PROCESSING AREAS/HAUL
RAODS
I 2.5
MINE EXCAVATION
I 8a
OTHER (EXPLAIN)
N/A
TOTAL DISTURBED ACERAGE
I 94.8
I
1
PROPERTY OF
US DEPT OF THE INTERIOR
US FISH AND WILDLIFE SERVICE /
AF7N' MIKE BRYANT
PO BOX 1969I '
MANNO 27954
Ckn IANDFIIl BUFFER RFOUIP.FMFNTS:
1- MINIMUM 200-FOOT BUFFER BETWEEN THE C&D EANDTILL AND ALL
PROPERTY ONES FOR MONITORING PURPOSES.
2. MINIMUM 500-FOOT BUFFER BETWEEN THE C&D LANDFILL AND
/ 1 EXISTING RESIDENTIAL STRUCTURES AND WELLS.
\ 3. MINIMUM 50-FOOT BUFFER BETWEEN THE C&D LANDFILL AND ANY
STREAM, RIVER, LAKE, POND OR OTHER WATERS OF THE STATE AS
DEFINED IN G5. 143-212. w
PROPERTY OF \\1\
;~ US DEPT OF THE INTERIOR NOTES:
/ US USH AND ATTN: MIKE WILDLIFE SERVICE
BRYANT
! \-�
1
PO BOX 1969 7- PROPERTY SURVEY INFORMATION FROM SOUTHERN SURVEYING. K[TTY \ NO 4795a HAWK, NO SEPTEMBER 1987, FILE � P-151 RECORDED IN DEED
MA DO
ROOK NO. 530 PAGE NO. 753.
If \ \
2. MAP DERIVED FROM SITE MAPS PRODUCED By APPLIED WATER I ' �•
TECHNOLOGY, 4037 STONE SUMMIT LANE, RALEIGH, INC 27603. FOR
CELL NO. 2 EXPANSION DATED MARCH 199E AND MARCH 2O02.
3. REFER TO SHEET C-2 FOR SURVEYED LIMITS OF MINE EXCAVATION.
LEGEND
4 CANAL ACCESSWAS ROADR AND USLy ABANDONED BY HAS BEEN DRAINED BY MINING ACIOF IVIITES BORROW C&❑ LANDFILL LIMITS _
CANAL
5. THE CONTRACTOR SHALL NOT ENTER INTO OR OTHERWISE DISTURB — DITCH
ANY AREA WITHIN THE WOODS LINE. THE WOODS LINE MARKS THE — — PROPERTY LINE
BEGINNING OF SECTION 404 JURISDICTION WETLANDS. ALL AREAS —
' WITHIN THE WOODS ARE CONSIDERED WETLANDS. GATE
I 'RFF\4 SITE/MAIN }— APPROXIMATE GROUND CONTOUR -
f F \ \ ENTRANCE - WOODS UNE
/ J \ \ AT CUB ROAD OCW-2 MONITORING WELL
PROPERTY LINE
SUFFEPROP TY LINE
0') -� \ - - - PROPOSED BORROW PIT EXPANSION AREA
EXISTING SEDIMENTATION BASIN
\ aR ; � \ \ A,(I J'+ PROPOSED SEDIMENTATION BASIN
6F eR� \
1
© PERMIT MODIFICATION AREA
PERMIT BOUNDARY
DJ\J GW-r 7,S �•~.� !! \---.--.- OMITS OF WETLANDS
EA7oZ4NCE ROAD \ DARE CO. SHOOTING RANGE \\
TO STUMPY POINT
%2 1
Q2 1�\\�
2 1 /
Q
Z, SURFACE WATER
JZ BUFFER (150') 1
O' 1 . 1
/ r
1,
I \
BUFFER 70 REMAIN
UN EXCAVATED
�\ \
EXISTING BORROW
ACCESS ROAI? AND GATE
\ ry A, SCALE 11)USEJJ�I)�
GWcT2 \ Lllj
O0
� F
t 1 1
w-1 J \ 4- \
0��
8' TOP WIDTH 18.5'
BASE WIDTH 3.5'
HIGH AVG.
0 -
w TREE LINE-p.EgRESE T� — — — — ` _
/ EDGE OF CArIAL ALONG — — I .
/THE T_SIDE OF THE
BOAR PIT MAINTAIN 25' BUFFER
I BETWEEN TREE LINE
,�___ AND BORROW PIT
-(� (BUFFER TO REMAIN
UNExCAVATFD)
EXCAVATION I ��
M
AINTAIN BUFFER MAINTAIN 25' BUFFER BETWEEN
EDGE OF /I - TREE LINE AND BORROW PIT
BORROWIP1T "I') (BUFFER TO REMAIN UNEXCAVATED)
O RE N -';��PREVIOUSLY ABANDONED CANAL
T£D) (SEE NOTE 4)
?��, / hI i
DETW I➢f 50 BUF " TREE LINE REPRESENTS
"ACCESS ROAD /B01?AOW P�1�ANDF I t EDGE OF WETLANDS
%/�� WETLANDS I ,.YyRIi } ALONG THE SOUTH ENO
BUFFER/ OF THE BORROW PIT
AINAGE"// I LIMITS OF WETLANDS i
IORROW,PIT I o
/"��/`��UNEXCAVATEO}E�// / I Tj TII w
JJJ O
\ TJ 1 PROPERTY OF
_ 1 r US DEPT OF THE INTERIOR
\ US FISH AND WILDS! SERVICE
—PERMIT BOUNDARY 1 ((
Y21t1 I ATTN: MIKE BRYANT
— . — — — — — — J P O BOX 19 69
O J J II — — ' — ' — — — — - — ' — ' j— — — - MANTEO, NC 27954
/ \ ; ��'S �+� \ \� I \ ! I r _nINSTALL STONE CHECK I I
/ �1 ry r 1! 1! SOLID wAS7E DAMS IN THE LOWER 500•,FEET 1
JURISDICTIONAL \ / ��, 'Fq \1 ! /l I TRA,VSFER STATION F THE CHANNEL PER SHEET 0-1 I ( w
/ WATERS I (ASf ! \ :9711, J —
—. —.—.—.—.—._ . —— xx
w9N-15f k { L L
1_ �J- \ �C
300' BUFFER
J I _
BETWEEN WASTE \ - _.-. -.-._ -. -.
\� EXISTING GATE ACROSS LINK - \ QLACEMENT AND 25 \ \ U
ROAD ONLY ALLOWS ACCESS FOR J \ AGRICULTURAL
FISH & WILDLIFE SERVICE PERSONNEL \ \ LAND -UxSE \ BURFFERE (250') I / I W C.qq
ATER
PROPER LINE _-�J~
\ \ \ BUFFER (960') . 5 �� : •T 4 �� y . -rr
SEAT~
\`�,v ICI 02842fi p E I
- JURtS01CT10NAL
WATERS — — -- _ - — —,I— ----- — - - -� — �r 4 £ ?•c,
EXISTING GATE ACROSS CUB ROAD
`ONLY/ALLOWS ACCESS FOR FISH AND
FLOW — IN UE SERVICE PERSONNEL.— — — — — — IfjIJ 1
\ 1 --- _ _ —— — — _ _—/ L-�
BEAR ROAD J
I GN-11
I
\
LACTIVE MINE
05 (SEE NOTE 4)
MINING EXCAVATION
PIT 1 3 (ACTIVE)
DESA'1' 1E0
P. STOUT
M
®�
DARE COUNTY
PROJECT NO. 17952-56960
(
DOAyY1f a.:
A. WaSPI N1,C
a.
NORTH CAROLINA
nLc N E_- C-3-DWG
S-EEI CM1A'D '�:
M- PRINCE N
S ih
SHEET NO
C4'a of:
M. HRINCEK
`r
CONSTRUCTION & DEMOLITION DEBRIS LANDFILL
PROPOSED MINE MAP
APPRD�,EO Rr.
M. RPINCFK
R,I, M12'
BORROW AREA EXPANSION - MINING PERMIT
C-3
REV
DATE
DRWN
CHKD
REMARKS
DATE:
Jl)l 2]12
TW. 1919)3]A16o0

MINING OPERATIONS
SUMMARY
CATEGORY I
AFFFECTED ACERAGE
TAILINGS/SEDIMENT POND I
N/A
STOCKPILES I
8.3
PROCESSING AREAS/HAUL
RAODS
2.5
MINE EXCAVATION I
84 I
(OTHER (EXPLAIN) I
N/A
(
{TOTAL DISTURBED ACERAGE I
94.8
/ \
PROPERTY OF
US DEPT OF THE INTERIOR
US FISH AND WILDLIFE SERVICE
N: MIKE BRYANT
ATT
/ y ` PO BD% 1964
MANTEO, NC 2795A
/ \ \ l0
/ 1 PROPERTY LINE
VBIUFFE
(1,550')
PROPERTY OF \ !-g
US DEPT OF THE INTERIOR ENTRANCE RCAp DARE CO. SHOOTING RANGE
US FISH AND WILDLIFE SERVICE
ATTN: MIKE BRYANT
O BOX 1969 / \
MANPTEO NC 27954 1 ,
SITE/MAIN
\ ENTRANCE
\ \ AT CUB ROAD
f \ GRAVITY FLOW
BY EXISTING CULVERT
I f % \
Z, SURFACE WATER ; \ e
o= BUFFER (150)
GW-7
If
c 1 9 coo \ ,o F\yy \
1s� G
I C \
/ JURISDICTIONAL--
C&D ! ANDFILL BUFFER REQUIREMENTS
1. MINIMUM 200-FOOT BUFFER BETWEEN THE C&D LANDFILL AND ALL
PROPERTY LINES FOR MONITORING PURPOSES.
MINIMUM 500-FCOT BUFFER BETWEEN THE C&D LANDFILL AND
EXISTING RESIDENTIAL STRUCTURES AND WELLS.
3. MINIMUM 50-FOOT BUFFER BETWEEN THE C&D LANDFILL .AND ANY
STREAM, RIVER, LAKE, POND OR OTHER WATERS OF THE STATE AS
DEFINED IN G.S. 143-212.
PI
1. 93 WILL NO LONGER BE PUMPED UPON COMPLETION OF MINING
ACTI MES AND WILL ULITMATELY FILL WITH WATER. ONCE FILLED WATER WILL
GRAVITY DRAIN INTO PIT J2.
2. PUMP WILL OPERATE AT 1,200 GALLONS PER MINUTE AS NEEDED WITH A DAILY
MAXIMUM OF 1,7 MOD. WATER WILL BE PUMPED FROM PIT #4 INTO PIT #2.
b�
b
I— -- --300
150 0 300
LEGEND
-- C&D LANDFILL LIMITS
CANAL
DITCH
PROPERTY LINE
ROAD
CATE
APPROXIMATE GROUND CONTOUR
WOODS LINE
0GY✓_2 MONITORING WELL
r - PROPOSED BORROW PIT EXPANSION AREA
ll i!I EXISTING SEDIMENTATION BASIN
#4 PROPOSED SEDIMENTATION BASIN
PERMIT MODIFICATION AREA
\- \
\\-------- LIMITS OF WETLANDS
TO STUMPY POINT
r MAINTAIN 25' BUFFER `
BETWEEN TREE LINE AND I
BOR(2OW PIT
f) RAVITY 1 LOW I AVITY FLOW-
-J�
�s I
MINING EXCAVATION '� I
PIT # 1 /
MINING EXCAVATION MINING EXCAVATION( I
PIT ff 2 PIT (SEE NOTE I)
rl
i PUMP
� � I
/PROPOSED MINING --.�j jr}}
/FXCA�vATKiN / IeI'SS55rw
s a PROPERTY OF
STOCKPLLE R ``, I US DEPT OF THE INTERIOR
// 8:37ACRE ) /�j/ J}if US FISHWII-DLIFE
SERVICE
ATTN: MIKE 13RYANT
' r PO Box 1969
MANTEO. NC 27954
SOLID WASTE
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DARE COUNTY
PRUJECT NO. 17952-56560
FILE NAME:
eHL er:-�•.
a w NNING
NORTH CAROLINA
C-3A.DWG
Sn EE-S C'0 'r.r
M. M. BRBRINCEK
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SHEET NO.
M 6RINCEK
CONSTRUCTION & DEMOLITION DEBRIS LANDFILL
FUTURE DEWATERING PLAN
CIOSS «.'a ,r
—QED 6„
M 9RINCEK
5100°"
Ralr� NC n812
BORROW AREA EXPANSION — MINING PERMIT
REV'
CHKO
TO: N79j 32S3500
NO-
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(AWN I I REMARKS
DATE:
JUL012
P—FRMIT SF-1

CARRT RIP RAP UP y2 MIN
SIDES OF SPILLWAY 1 ' - -I~M
I 1Nj
_ _ _ _ I _TOP ELEVATION OF STORMWATER
APPROx, 2' : --- FLOW i _
- I`Ti y57 W45HED
, j I1...�-SEE NOTE
I
` 4 � SE0IMENT STORAGE ZONE
}1
MIN
I~ I
SECTION THRU BASIN & ALTER
//-- CARRY RIP RAP UP
/ SIDES OF 5PILLWAY�
/ C
I �10 /sy NONWOVEN
•JI GEOTEx7ILE F1LiER FABRIC
p I \-1(57 WASHED
STONE
WIR L IN� ES'
SECTION THRU FILTER
GRAVEL & RIPRAP FILTER BASIN
(NOT TO SCALE)
8' "A.
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■■■■■■■■�■.L�
awn
8,
■Ia
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NOTES.
I. END OF SILT FENCE SHOULD BE TURNED
UPHILL SEE NCDENH PRACTICC
STANDARDS d, SPECIFICATIONS SEDIMENT
FENCE SET FOR COND91ONS WHERE
PRACTICE APPLIES; PLANNING
CDNSIDERATIONS h DESIGN CRNERIA.
(HOWEVER FLOW SHALL NOT RUN
PARALLEL 1YTDI THE TOE OF THE
FENCE)-
2. FOR REPAIR OF SILT FENCE FAILURES"
USE Na. 57 wASHED STONE. IN EACH
CASE THE SILT FENCE IS TO BE
PROPERLY ENTRENCHED & THE STONE
SMALL BE AT A MINIMuM OF 16' ABOVE
GRADE AT THE OIRECNON OF FLOW &
BETWEEN Flo - 45 DEGREES.
MIN. 12-1/2 CA
INTERMEDIATE
WIRES
BADE
STEEL POST
WOVEN WIRE FABRIC 16 ALWAYS REQUIRED
" SILT FENCE CEOTEXFILE FABRIC
3
�FILL SLOPE
GRADE
iF E CpyEq
WKIER
ANCHR$r
OR SBy Ag
DIRECTED BY ENGINEER.
�nv
SILT FENCE DETAIL
(NOT TO SCALE)
4
30'
CUSS I RIP RAP
TOP OF DITCH
MAX 1 APPROX. 2'
`10 /sy NONWOVEN
GEOSExTILE FILTER FABRIC
CLASS 1 RIPRAP OUTLET
PROTECTION 1.5' TRICK
EASIN I A B 1 C I D I E
I 3' V 25' 119' 1170'
2 3' I' 25' 19'�170'
5 I3' 1''126' 18'�125'I
5 3' 1' I26' 18.1125]
NOTE:
PROVLDE TREATED 6,6 POST PLACED 50'
'ROM FILTER BERM. MARK POST WITH
WHITE STRIPE 2' FROM BOTTOM OF BASIN
FC TO SIGNIFY CLEANOUT DEPTH.
ON,
�s
SEDIMENT -
PT /
PERSPECTIVE VIEW
I[ EL. 2,D Ex CLPT RAMP UP T01
EL. 4.0 O 5% SLOPE TO EDGE I
I OF WASTE AND CUB ROAD
T
_2% SLOPE Ij, 2% SLOPE
VARIES
1
SEE GRADING PLAN
EXISTING GRADE I REMOVEVEGETaTxIN AND
TOPSOIL TO DEPTH OF
L
4' TD II BELOW EXISTING GRADE AND REPLACE
EXISTING GRADE
WITH COMPACTED FILL.
HAUL
ROAD TYPICAL CROSS SECTION
(NOT TO SCALE)
%15TiNC GRADE
-t (GRWSE ROAD)
w20.
3
PROPOSED PERMIT MODIFICAITON CROSS-SECTION
SECTION 1
NOT TO SCALE C-2
F_XIST1Nc GRACE TT ExIST7NG GRADE
G APPROXIMATE WATER SURFACE _ 4 _ _ _ �� \ �1
2 15 -20 _
1
1 !1
EXISTING PIT EXCAVATION AND POND TYPICAL CROSS SECTION
SECTION 2
NOT TO SCALE C-2
FILTER
12" WASHED
STONE
SECTION
STONE CHECK DAM
DETAIL A
NOV TO SCALE
EROSION CONTROL
STONE
2
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DESIGTIEO 6F: P- STOUT®®
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DARE COUNTY
PROJECT NO. 17952-569(i0
TWAIN sr- _ A. wusPFENI
SHEET C«..'D FY: M. BRWI
CROSS CH.'D RY M. BRINCEK
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RrryZBi]
NORTH CAROLOLIN
CONSTRUCTION & DEMOLITION DEBRIS LANDFILL
BORROW AREA EXPANSION - MINING PERMIT
MISCELLANEOUS DETAILS
FILE RCME: D-;.DWG
I
I
SHEET NO -
-1
RE1.
N0. DATE
ORWN
CHKO REMARKS
GATE: JUL 2612
TK (e19) W13$sxoo

m

Appendix A

Appendix A
Approved Erosion & Sedimentation Control Plan

Dare County
Dare County Construction and Demolition Landfill Phase No. 4
EROSION AND SEDIMENTATION
CONTROL PLAN
rzj3r laoa5
CDM PN:17952-56960
Prepared by
CDM
5400 Glenwood Avenue, Suite 300
Raleigh, North Carolina 27612
Firm Licensure: F-0412

Contents
Section 1 Narrative
1.1 Project Description....................................................................................................1-1
1.2 Site Description ............... ................ .......................................................................... 1--1
1.3 Soils..:..........................................................................................................................1-1
Section 2 Planned Erosion and Sedimentation Control Practices
2.1 Surface Roughening - Practice 6.03........................................................................2-1
2.2 GraveI Construction Entrance - Not Applicable..................................................2-1
2.3 Temporary Seeding - Practice 6.10.........................................................................2-1
2.4 Permanent Seeding - Practice 6.11.........................................................................2-1
2.5 Mulching - Practice 6.14.......................... ................................................................ 2-1
2.6 Filter Basins................................................................................................................2-1
2.7 Silt Fence - Practice 6.62.................................................................... 2-2
Section 3 Construction Schedule
Section 4 Maintenance Plan
Section 5 Vegetative Plan
5.1 Temporary Seeding ................................................. ................................................... 5-1
5.2 Permanent Seeding............................................................... ..................................... 55-1
Section 6 Construction Specifications and Details
Appendix A USGS Topographic Map
Appendix B Soil Survey Map
Appendix CDesign Drawings and Detail Sheets
Appendix D Financial Responsibility/Ownership Form and Property Deed
Appendix E Calculations
Appendix F NPDES Form
c i

Section 1
Narrative
1.1 Site Description
The Dare County Construction and Demolition Debris Landfill is located in Dare
County, North Carolina, west of US Highway 264 between Link Road and Cub Road.
The intent of this permit is to obtain a sedimentation and erosion control plan and
permit for the proposed Cell 4 Construction and Demolition Debris Landfill (C&D)
expansion. This expansion will consist of an 11.3 acre soil lined cell that will receive
construction and demolition debris. The proposed expansion is identical to the
previously approved cell number 3 expansion that is currently in operation.
The approximate site location is shown on the USGS map provided in Appendix A.
A site map of the facility is also included on Sheet C-1 (See Appendix C).
Topography within the site boundaries is characterized by flat areas at or near mean
sea level.
1.2 Soils
The Dare County Soil Survey was used to evaluate the upper subsurface soils within
the proposed site boundaries. The information for the Dare County Soil Survey,
North Carolina was obtained from the National Resource Conservation Service
(NRCS) and is attached in Appendix B.
1.3 Project Description
The area of disturbance is 18 acres and includes access roads; canal crossings; filter
basins for stormwater management; and silt fence around the perimeter of the
proposed cell for added erosion and sedimentation control.
The proposed Erosion and Sedimentation Control Measures are identified on C-3 and
details are presented on Sheets D-1 and D-2 (See Appendix C). Supporting
calculations are provided in the attached Appendix E.
The Financial Responsibility/Ownership Form for the project, including a copy of the
Property Deed is provided in Appendix D.
1-1
Sea 1 • NICMWr W.

Section 2
Planned Erosion and Sedimentation
Control Practices
The location of the erosion and sedimentation control features described below are
shown on the design drawings and details contained in Appendix C. In addition, the
North Carolina Erosion and Sediment Control PIanning and Design Manual is
referred to in the project specifications. Calculations supporting the design are in
Appendix D. The contractor shall be responsible for installing all erosion control
devices prior to beginning any land disturbing activities and'shall maintain all control
devices until construction is completed and all disturbed areas are stabilized.
2.1 Surface Roughening - Practice 6.03
Any disturbed areas will be lightly roughened by disking just prior to vegetating. All
construction slopes 3:1 or steeper will also be roughened. Surface stabilization will be
accomplished with vegetation and mulch as specified in the vegetation plan.
2.2 Gravel Construction Entrance - Not Applicable
A temporary gravel construction entrance/exit will be not be required, because all
construction and landfill operation traffic will enter/exit by the proposed entrance
road located off Link Road (Gravel Road) or the haul road located off Cub Road
(Gravel Road).
2.3 Temporary Seeding - Practice 6.10
Temporary seeding will be provided as described in Section 5.1 of the Vegetative
Plan.
2.4 Permanent Seeding - Practice 6.11
Permanent seeding will be provided as described in Section 5.2 of the Vegetative
2.5 Mulching - Practice 6.14
Mulching will accompany both permanent and temporary seeding at a minimum and
will be completed immediately following seeding.
2.6 Silt Fence - Practice 6.62
Silt fence will be installed as shown on Sheet C-3, until permanent vegetation is
established. A silt fence detail has been provided on Sheet D-1.
2.7 Filter Basin
Filter basins will be installed at the low points of each existing drainage channel
Iocated on the east and west sides of the proposed Cell no. 4. These filter basins will
be the primary treatment device used to capture and treat sediment laiden runoff..
2-1
Sect 2 • ESCdoc

Section 3
Construction Schedule
Erosion and sedimentation control will be completed to address the Dare County
Construction and Demolition Debris Landfill Cell No. 4 Expansion construction.
1. Obtain erosion and sediment control permit approval and other applicable
permits.
2. Hold preconstruction conference with NCDENR Land Quality Section at least one
week prior to starting construction.
3. Notify permitting agency at (252)-946-6481 that approved the erosion and
sediment control plan of the date that construction will begin.
4. Flag the limits of construction.
5. Clear the minimum amount of area necessary to install all silt fence as shown on
the construction drawings.
6. Install erosion and sedimentation control measures as shown on the construction
drawings.
8. Inspect all erosion and sediment control practices weekly and after each
significant (1/2 inch or greater) rainfall event. Clean out sediment from silt fence
when the depth of sediment reaches half of the allotted depth. Needed repairs
will be made immediately.
9. Permanent ground cover shall be established within 15 working days or 90
calendar days after final grade is reached, whichever is shorter.
10. After site is stabilized, remove all temporary erosion control measures.
Cm 3-1

Section 4
Inspection and Maintenance Flan
Maintenance of the erosion and sedimentation control structures shall be performed
throughout the final construction and during site stabilization. The maintenance
activities will consist of the following:
1. All erosion and sediment control practices will be checked for stability and
opera Lion following every runoff -producing rainfall but at a minimum once
per week and fill out NPDES form NCG010000 (Appendix F). Any needed
repairs will be made immediately to maintain all practices as designed.
2. ' Sediment will be removed from behind the sediment fence when it reaches a
height of 0.5 feet up the fence. The sediment fence will be repaired as
necessary to provide adequate storage volume for the next rain event,
I Sediment will be removed from filter basins and channels when it reaches 1/2
the design depth and upon completion of the work. Following cleaning
activities all disturbed areas will be stabilized.
4. All seeded areas will be fertilized, re -seeded as necessary, and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover.
4-1
6"t 4 - Malntalac
0

Section 5
Vegetative Plan
5.1 Temporary Seeding
Ground cover shall be established on exposed slopes within 21 calendar days
following completion of any phase of grading. Temporary seeding shall be
performed in accordance with the requirements of the North Carolina Erosion and
Sediment Control Planning and Design Manual and as shown on the drawings.
5.2 Permanent Seeding
Areas to be stabilized with permanent vegetation must be seeded or planted within 15
working days or 90 calendar days after final grade is reached, unless temporary
stabilization is applied. Permanent seeding shall be performed in accordance with the
requirements of the North Carolina Erosion and Sediment Control Planning and
Design Manual and as shown on the drawings.
Apply temporary erosion control matting over mulched areas on sloped surfaces
greater than 4:1.
5-1
sed 5 • Vefj'd c

Section 6
Construction Specifications and Details
The erosion and sedimentation control measures will be constructed in accordance
with the erosion and sedimentation control details in the Project Plans and
Specifications and the North Carolina Erosion and Sedimentation Control Planning and
Design Manual. These Specifications and Details are attached as follows:
Details
6.03 -- Surface Roughening
6.10 - Temporary Seeding
6.11 - Permanent Seeding
6.14 - Mulching
6.62. - Sediment Fence
saw 0 •9pm.duc
6-1

Practice Standards and Specifications
Definition Roughening a bare soil surface with horizontal grooves running across the
slope, stair stepping, or tracking with construction equipment.
Purpose 'fo aid the establishment of vegetative cover from seed, to reduce runoff
velocity and increase infiltration, and to reduce erosion and provide for
sediment trapping.
Conditions Where All construction slopes require surface roughening to facilitate stabilization
Practice Applies with vegetation, particularly slopes steeper than 3,1.
Planning Rough slope surfaces are preferred because they aid the establishment of
vegetation, improve water infiltration, and decrease runuff velocity. Graded
Considerations areas with smooth, hard surfaces may be initially attractive, but such surfaces
increase the potential for erosion. A rough, loose soil surface gives a mulching
effect that protects lime, fertilizer, and seed. Nicks in the surface are cooler
and provide more favorable moisture conditions than hard, smooth surfaces;
this aids seed germination.
Figure 6.03a Bulldozer treads
create grooves perpondicular to the
slope. The slope face should not be
back -bladed during the final grading
operation (source: Va SWCC).
'there are different methods for achieving a roughened soil surface on a slope,
and the selection of an appropriate method depends upon the type of slope.
Roughening methods include stair -step grading, grooving (Figure 6.03a), and
tracking. factors to be considered in choosing a method are slope steepness,
mowing requirements, and whether the slope is formed by cutting or filling.
r
6.03.1

0
0
Design Criteria No formal design is required.
Construction CUT SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED
Specifications stair -step grade or groove cut slopes with a gradient steeper than 3:1 (Figures
p 6.03b and 6.03c).
Use stair -step grading on any erodible material soft enough to be ripped with
a bulldozer. Slopes consisting of soft rock with some subsoil are particularly
suited to stair -step grading.
Make the vertical cut distance less than the horizontal distance, and slightly
slope the horizontal position of the "step" in toward the vertical wall.
Do not make individual vertical cuts more than 2 feet in soft materials or more
than 3 feet in rocky materials.
Grooving uses machinery to create a series of ridges and depressions that run
across the slope (on the contour),
Groove using any appropriate implement that can be safely operated on the
slope, such as disks, tillers, spring harrows, or the teeth on a front-end loader
bucket. Do not make such grooves less than 3 inches deep nor more than 15
inches apart.
FILL SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED
Place fill slopes with a gradient steeper than 3:1 in lifts not to exceed 9 inches,
and make sure each lift is properly compacted. Ensure that the face of the
slope consists of loose, uncompacted fill 4 to 6 inches deep. Use grooving, as
described above, to roughen the face of the slopes, if necessary.
Do not blade or scrape the final slope face,
CUTS, FILLS, AND GRADED AREAS THAT WILL BE MOWED
Make mowed slopes no steeper than 3:1.
Roughen these areas to shallow grooves by normal tilling, disking, harrowing,
or use of cultipacker-seeder. Make the final pass of any such tillage implement
on the contour,
Make grooves, formed by such implements, close together (less than 10
inches) and not less than 1 inch deep.
Excessive roughness is undesirable where mowing is planned.
ROUGHENING WITH TRACICED MACIUNFRV
Limit roughening with tracked machinery to sandy soils to avoid undue
compaction of the soil surface. Tracking is generally not as effective as the
other roughening methods described.
Operate tracked machinery up and down the slope to leave horizontal
depressions in the soil. Do not back -blade during the final grading operation.
6.03.2
H

Debris from slope
above is caught
by steps.
Drainage
4------- Greater -0
than vertical
Praclice Standards and Specifieations
t 1 1 �� I MI 2OU 71
2-3 '
(depending on material)
Figure 6.03b Stair stepping out slopes (modified from Va SWCC).
6-15 "
an
Cut steps with
drainage to the back.
Avoid low spots.
Groove by cutting furrows = �I
along the contour. Irregularities r 1-3 »
in the soil surface catch rainwater
and retain lime, fertilizer, and seed.--
�rrr,� 4
Flpure 6.03c Grooving slopes (modified from Va SWCC).
6.03.3

0
Seeding --Immediately seed and mulch roughened areas to obtain optimum
seed germination and growth.
Maintenance Periodically check the seeded slopes for rills and washes. Fill these areas
slightly above the original grade, then reseed and mulch as soon as possible.
References �vrfuceStabilization
6.10, Temporary Seeding
6.11, Permanent Seeding
6.14, Mulching
Chapter 3, Pegetative Considerations
6.03.4

Practice Standards and Specifications
TS
Definition Planting rapid -growing annual grasses, small grains, or legumes to provide
initial, temporary cover for erosion control on disturbed areas.
Purpose To temporarily stabilize denuded areas that will not be brought to final grade
for a period of more than 21 calendar days,
Temporary seeding controls runoff and erosion until permanent vegetation or
other erosion control measures can be established. In addition, it provides
residue for soil protection and seedbed preparation, and reduces problems of
mud and dust production from bare soil surfaces during construction.
Conditions Where On any cleared, unvegetated, or sparsely vegetated soil surface where
Practice Applies vegetative cover is needed for less than I year, Applications of this practice
pp include diversions, dams, temporary sediment basins, temporary road banks,
and topsoil stockpiles.
Planning Annual plants, which sprout and grow rapidly and survive for only one season,
Considerations are suitable for establishing initial or temporary vegetative cover. Temporary
seeding preserves the integrity of earthen sediment control structures such
as dikes, diversions, and the banks of dams and sediment basins. It can also
reduce the amount of maintenance associated with these devices. For example,
the frequency of sediment basin cleanouts will be reduced if watershed areas,
outside the active construction zone, are stabilized.
Proper seedbed preparation, selection of appropriate species, and use of quality
seed are as important in this Practice as in Practice 6.11, Permanent Seeding
Failure to follow established guidelines and recommendations carefully may
result in an inadequate or short-lived stand of vegetation that will not control
erosion.
Temporary seeding provides protection for no more than 1 year, during which
time permanent stabilization should be initiated.
Specifications Complete grading before preparing seedbeds, and install all necessary erosion
control practices such as, dikes, waterways, and basins. Minimize steep slopes
because they make seedbed preparation difficult and increase the erosion
hazard. If soils become compacted during grading, loosen them to a depth of
6-8 inches using a ripper, harrow, or chisel plow.
SEEDBED PREPARATION
Good seedbed preparation is essential to successful plant establishment. A
good seedbed is well -pulverized, loose, and uniform. Where hydroseeding
methods are used, the surface may be left with a more irregular surface of
large clods and stones.
Liming—Applylime according to soil test recommendations. If the pH (acidity)
of the soil is not known, an application of ground agricultural limestone at the
Rev. 6)" 6.10.11

0
6.10.2
rate of 1 to 1 112 tons/acre on coarse -textured soils and 2-3 tons/acre on fine -
textured soils is usually sufficient. Apply liinestone unifomily and incorporate
into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not be
limed.
Fertilizer —Base application rates on soil tests. When these are not possible,
apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre, Both fertilizer and lime
should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is
used, do not mix seed and fertilizer more than 30 minutes before application.
Surface roughening —If recent tillage operations have resulted in a loose
surface, additional roughening may not be required, except to break up large
clods. If rainfall causes the surface to become sealed or crusted, loosen it
just prior to seeding by disking, raking, harrowing, or other suitable methods.
Groove or furrow slopes steeper than 3:1 on the contour before seeding
(Practice 6.03, Surface Roughening).
PLANT SELE"ION
Select an appropriate species or species mixture from Table 6.1 Oa for seeding
in late winter and early spring, Table 6.1 Ob for summer, and Table 6.10c for
fall.
In the Mountains, December and January seedings have poor chances of
success. When it is necessary to plant at these times, use recommendations
for fall and a securely tacked mulch.
SEEDING
Evenly apply seed using a cyclone seeder (broadcast), drill, culfipaclker seeder,
or hydroseeder. Use seeding rates given in Tables 6.10a-6.10c. Broadcast
seeding and hydroseeding are appropriate for steep slopes where equipment
cannot be driven. Hand broadcasting is not recommended because of the
difficulty in achieving a uniform distribution.
Small grains should be planted no more than I inch, deep, and grasses and
legumes no more than 112 inch. Broadcast seed must be covered by raking
or chain dragging, and then lightly firmed with a roller or cultipacker.
Hydroseeded mixtures should include a wood fiber (cellulose) mulch. -
MULCHING
The use of an appropriate mulch will help ensure establishment under normal
conditions, and is essential to seeding success under harsh site conditions
(Practice 6.14, Mulching). Harsh site conditions include:
• seeding in fall for winter cover (wood fiber mulches are not considered
adequate for this use),
• slopes steeper than 3:1,
• excessively hot or dry weather,
adverse soils (shallow, rocky, or high in clay or sand), and
• areas receiving concentrated flow_
If the area to be mulched is subject to concentrated waterflow, as in channels,
anchor mulch with netting (Practice 6.14, Mulching).

Practice Standards and Specifications
Maintenance Reseed and mulch areas where seedling emergence is poor, or where erosion
occurs, as soon as possible. Do not mow. Protect from traffic as much as
possible.
References SilePreparalion
6.03, Surface Roughening
6.04, Topsoiling
Surface Stabilization
6.11, Permanent Seeding
6.14, Mulching
Appendix
8.02, Vegetation Tables
6.10.3

0
Table 6.10a
Temporary Seeding
Recommendations for Late
Winter and Early Spring
6.10.4
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains —Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont —Jan. 1 - May 1
Coastal Plain —Dec. 1 -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply4,0001blacre straw. Anchor straw bytackingwith asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.

Table 6.10b
Temporary Seeding
Recommendations for
Summer
Practice Standards and Specifications
Seeding mixture
Species Rate (lb/acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains —May 15-Aug. 15
Piedmont —May 1 - Aug. 15
Coastal Plain —Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
Apply4,000 Iblacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
6.10.5

0
Table 6.10c
Temporary Seeding
Recommendations for Fall
6.10.6
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Seeding dates
Mountains Aug. 15 - Dec. 15
Coastal Plain and Piedmont Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 Iblacre ground agricultural limestone
and 1,000 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
Iblacre of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 Iblacre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.

Practice Standards and Specifications
�!Js
Definition Controlling runoff and erosion on disturbed areas by establishing perennial
vegetative cover with seed.
Purpose To reduce erosion and decrease sediment yield from disturbed areas, to
permanently stahilize such areas in a manner that is economical, adapts to site
conditions, and allows selection of the most appropriate plant materials.
Conditions Where Fine -graded areas on which permanent, long-lived vegetative cover is the
Practice Applies most practical or most effective method of stabilizing the soil. Permanent
pp seeding may also be used on rough -graded areas that will not be brought to.
final grade for a year or more.
Areas to be stabilized with permanent vegetation must be seeded or planted
within 15 working days or 90 calendar days after final grade is reached, unless
temporary stabilization is applied.
Introduction Duringthe initialphase of all land disturbing projects, theprotective layer, either
natural or man-made, is removed from the earth's surface. As the protective
layer is removed, the resulting bare areas are exposed to the natural forces
of rainfall, freezing, thawing, and wind, The result is soil erosion that leads
to sediment pollution of North Carolina streams, rivers, lakes, and estuaries.
This design manual presents many alternative strategics for preventing erosion
and reducing sediment loss during the construction process. Establishment
of protective vegetative cover during the construction project, however, is
the crucial step in achieving soil stabilization, controlling soil erosion, and
preventing sedimentation ofwaterways. Without asufficient amountof root mat
and leaf cover to protect and hold the soil in place, large volumes of soil will be
lostand waterways will be degraded long afterprojects are considered complete.
Sections of this practice standard address many of these various situations
and set forth selection criteria for the appropriate cover based on purpose and
adaptability. Some sediment and erosion control practices recommended in
earlier editions of the manual may no longer be applicable. For example, many
popular and commonly used seed and plant varieties have been identified as
invasive. Invasive plants are defined as species that aggressively compete
with, and displace, locally adapted native plant communities. In select cases
where no practical alternative is available, these plants may be considered on
a limited basis for soil stahilization, understanding that the goal is to eliminate
the use of all invasive plants in favor of non-invasive native and/or introduced
species that will provide an equally acceptable vegetative cover. Where there is
no alternative to the use of invasive species, measures need to be incorporated
in the installation and maintenance of these plants to limit their impacts.
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It is imp eralive that disturbed soils be total lyprotected from erosion and sediment
loss during construction and before a project is considered complete and
acceptable. Installing appropriate vegetation in an immediate and timely fashion
is the optimal means of achieving this stabilization, Vegetative specifications
for most exposed soil conditions across North Carolina are provided in this
section of the manual. It should be noted however, that no two sites in the State
are exactly alike; therefore the protective vegetative cover for individual sites
should be carefully selected. Each requires its own investigation, analysis,
design and vegetative prescription as set forth in this section of the manual.
This practice standard describes three stages of vegetative cover; immediate,
primary and long term. Effective and acceptable stabilization can be provided
only when the optimum combination of immediate, primary, and long term
vegetative practices are applied.
The vegetative measures presented in this chapter include application of seed,
sad and sprigs. Use of field and container grown plants are not addressed
in this manual. Planting of these types of vegetation is typically at spacing
and intervals that will not provide the required protective cover. however,
the design professional is encowaged to utilize these larger plants to
compliment the required protective cover, particularly where these types of
plants will provide seed for continued long term cover and wildlife habitat.
PLANNING CONSIDERATIONS
SOILS
Test and analyze the type(s) and quality of the existing soils on a site, their pIt
ranges, and their nutrient levels. Taking soil samples from the different areas
of the project site and having them tested at a state or independent lab will
provide a baseline for determining the pH modifiers and additional nutrients
required for the selected plant varieties.
Disturbed conditions on a site may produce a variety of soil communities.
Nutrient and pH levels in deeply cut soils will be quite different from those
soils found on the original surface. When sites are highly disturbed through
mechanical means such as grading, the soils become mixed together in many
different ratios. These areas should be identified and tested.
Results from soil tests will usually include recommended application rates of
soil modifiers such as lime and fertilizer for the selected plant species in the
particular soils. Application rates will be itemized in the report.
The texture of the soil on a site, which is the proportion of sand, silt, and clay
in the soil, is an important physical indicator of the site's ability to support
vegetation. In heavy clay soils amendments may be necessary to provide an
adequately drained planting medium. Conversely, in extremely sandy soils,
amendments may be required to provide for moisture and nutrient retention.
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Soil tests will indicate the texture of the given soil but will not
provide recommendations for amendments that will improve the soil
texture. Generally, the addition of organic materials will improve the
porosity of heavy clay soils and improve the water holding capacity of
extremely sandy soils. On sites where these different soil conditions
exist, it is recommended that a design professional with experience in
soil modification be employed to recommend the proper amendments.
For more information visit the NCDA Agronomic Services Soil Testing web
page http://www.agr.state.nc.us/agronoinic/sthome.htrn
SOIL PREPARATION
Proper soil preparation is necessary for successful seed germination and root
establishment. it is also necessary for establishment of rooted sprigs, sod and
woody plants. Heavily compacted soils prevent air, nutrients and moisture
from reaching roots thereby retarding or preventing plant growth. The success
of site stabilization and reduction of future maintenance are dependent on an
adequately prepared soil bed. Following are the requirements for preparation
of areas to be vegetated by grassing, sprigging, sodding, and/or planting of
woody plants:
General Requirements:
• Preparation for primary/permanent stabilization shall not begin until all
construction and utility work within the preparation area is complete.
However, it may be necessary to prepare for nurse crops prior to
completion of construction and installation of utilities.
• A North Carolina Department of Agriculture Soils Test (or equal) shall
he obtained for all areas to be seeded, sprigged, sodded or planted.
Recommended fertilizer and pll adjusting products shall be incorporated
into the prepared areas and back -fill material per the test.
• All areas to be seeded or planted shall be tilled or ripped to a depth specified
on the approved plans, construction sequence and/or construction bid
list. Ripping consists of creating fissures in a criss-cross pattern over
the entire surface area, utilizing an implement that will not glaze the side
walls of the fissures. Site preparation that does not comply with these
documents shall not be acceptable. The depth of soil preparation may
be established as a range based on the approval of the reviewing state or
local agency. Once tilled or ripped according to the approved plan, all
areas are to be returned to the approved final grade. pH modifiers and/or
other soil amendments specified in the soil tests can be added during the
soil preparation procedure or as described below.
• All stones larger than three (3) inches on any side, sticks, roots, and other
extraneous materials that surface during the bed preparation shall be
removed.
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Areas to be Seeded:
• Till or disc the prepared areas to be seeded to a minimum depth of four
(4) inches. Remove stones larger than three (3) inches on any side, sticks;
roots and otber extraneous materials that surface. If not incorporated
during the soil preparation process, add pH modifier and fertilizers at the
rate specified in the soil test report.
• Re -compact the area utilizing a cultipacker roller. The finished grade shall
be a smooth even soil surface with a loose, uniformly fine texture. All
ridges and depressions shall be removed and filled to provide the approved
surface drainage. Seeding of graded areas is to be done immediately after
finished grades are obtained and seedbed preparation is completed.
Areas to be Sprigged, Sodded, and/or Planted:
• At the time of planting till or disc the prepared areas to a depth of four (4)
to six (6) inches below the approved finished grade. Remove all stones
larger than three (3) inches on any side, sticks, roots and other extraneous
materials that surface. If not incorporated in the ripping process, add pH
modifier, fertilizer, and other recommended soil amendments.
• Re -compact the area utilizing a cultipacker roller and prepare final grades
as described above. install sprigs, sod and plants as directed immediately
after fine grading is complete.. Mulch, mat and/or tack as specified.
VEGETATION
Availability of seed and plant materials is an important consideration of
any construction stabilization effort. -Throughout North Carolina, climate,
economics, construction schedule delays and accelerations, and other factors
present diffictilt challenges in specifying the different vegetation needed for
site stabilization. To help resolve this issue, vegetative stabilization requires
consideration in three categories:
■ Immediate Stabilization —nurse crop varieties (Note: temporary mulching
may be utilized for immediate stabilization if outlined on the approved
plans and construction sequence.)
• Primary Stabilization —plant varieties providing cover up to 3 years with
a specified maintenance program
• LongTerm Stabilization — plant varieties providing protective cover with
maintenance levels selected by the owner
An adequate job in one of these areas does not guarantee success in the later
phases. Horticultural maintenance must be included in the plans.
Immediate vegetative cover will always require additional fertilization, soil
amendments, soil tests, overseeding and/or other horticultural maintenance
until primary vegetative cover is established.
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Where provisions are made for regular maintenance, primary vegetative
cover may be the end result. An example of primary vegetative cover being
acceptable as an end use would be lawns in residential and commercial
developments that are established, monitored and complimented with regular
and approved horticultural maintenance practices. (See Example 6.1 l .a.)
In projects where continual maintenance will not be provided or scheduled
following the primary stabilization of a project, long-term stabilization will
be necessary, Maintenance of initial and long-term stabilization can cease
only after the long-term cover has established and hardened to local climatic
conditions. Maintenance of long-term vegetation must be included in the
project construction sequence and on the approved plans. Examples of
areas suitable for long term vegetation include roadsides, reforestation areas,
restored flood plains, restored riparian areas, phased closing of landfills, and
mining reclamation,
Complete stabilization requires using at least two, and most times, all three
vegetative phases. The design professional mustclearly communicate thispoint
in their specifications, construction sequence, and in direct communications
to owners and installers. The charts in tables 6.1 La through 6.1 Ld provide
information to assist the design professional in this task. The tables are not
inclusive and are presented only as alternatives. The professional is expected
and required to provide design and specifications that combine the information
in the manual with knowledge of the particular sites and their constraints.
pH AND NUTRIENT AMENDMENT'S
Determining the nutrients that enable seed and container plants to grow,
flourish, and become established after planting are critical elements of the
design and stabilization process. The soils tests previously described will
provide a recipe for amendments based on particular plants and particular
soils. The test results will recomnrcnd the amounts of base eiements (nitrogen,
phosphorous, potassium), pH modifiers and other trace elements that should to
be added to the soil for selected species of seeds and plants.
The acid/base characteristic of the soil is a primary component of soil fertility.
If the soil acidity is not in the proper range, other nutrients will be ineffective,
resulting in less productive plant growth. Most plants grow best in a pH range
of 6.5 — 7.0 (slightly acidic to neutral). The soil tests will recommend the
specific amendments and application rates required to achieve this range.
These amendments must be incorporated into the soil (not applied on the
surface) to be effective. (See the General Requirements for soil preparation
specifications and timing for incorporation of soil amendments.)
The base elements are easily found in bulk quantities. Lime can also be
obtained in large quantities. They all must be thoroughly incorporated into
the soil through appropriate mechanical means. Ground surface applications
without proper soil mixing will result in poor results.
In addition to the base -fertilizers, other trace elements are needed to produce
healthy and vigorous growth. These include but may not be limited to sulfur,
manganese, zinc, boron, chlorine and molybdenum. If not already included
with bulk mixes of the base elements, they can be obtained from commercial
suppliers.
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Provisions for soils test during and/or after initial grading is complete shall
be included on the approved plan, in the approved construction sequence, and
on the bid item list utilized for the project. If you did not obtain a soil test, -
Follow these recommendations for all grasses except centipedegrass.
1. Apply 75 pounds of ground limestone per 1,000 sq. ft.
2. Apply a starter type fertilizer (one that is high in phosphorus) based on the
type of grass and planting method. Fertilizer bags have a three -number system
indicating the primary nutrients, such as 8-8-8 or 5-10-10. These numbers
denote the N-P-K ratio —the percentage of each nutrient in a fertilizer, The
percentages are always noted in the following order:
N Nitrogen for green color and growth.
P,.OS Phosphorus for good establishment and rooting.
K,O Potassium to enhance pest and environmental stress tolerance.
Some common examples of starter type fertilizers required for a 1,000 sq.
ft, area include 40 pounds of 5-10-10, 20 pounds of 10-20-20, or 16 pounds
of 18-24-6. For sandy soils, typical to coastal plain and sandhills of North
Carolina, fertilizer rates should be increased by 20 percent.
Where available, it is recommended that the .design professional specify
organic compounds that meet the fertilization requirements, pH and other
element requirements. Initial studies have indicated that these compounds
have a more positive effect on the environment than some of the synthetic
compounds used to manufacture inorganic fertilizers. These materials are
readily available in the commercial trade as well as found in recycled yard
waste debris, sewerage sludge, lime -stabilized sludge and animal manures.
Materials proposed for use must be industry certified and/or privately tested
and certified to be acceptable for proposed areas of use and application prior
to approval.
MULCHES AND TACKING AGENTS
Mulches and tacking agents may be required or necessary to protect a seedbed's
disturbed surface until the seed can germinate and provide the required
protection from erosion. Selection of the materials used in this application
should be based on their ability to hold moisture in the soil, as well as protect
exposed soil from rainfall, storm water runoff, and wind. The availability of
the selected material and the means to apply it are critical factors to consider
when planning for the stabilization of any disturbed area. The mulch must
cover a minimum of eighty (80) percent of the soil surface and mustbe secured
by a tacking agent, crimping, or protective biodegradable netting. Netting that
incorporates plastic mesb and/or plastic twine should not be used in wetlands,
riparian buffers or iioodp3ains due to the potential of small animal mortality.
See Section 6.14 for detailed specifications and product applications.
SOIL BLANKETS
Soil blankets can be an acceptable and effective method of temporary sediment
and erosion control in lieu of nurse crops. See Section 6.17 of the manual For
descriptions of this product and how it can be used in conjunction with this
section. In absence of mulches and tracking agents other means of protection
may be necessary and required.
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PROTECTIVE MATTING
Protective matting consists of an impervious cover secured to the soil surface
in lieu of vegetative cover. It is used to protect and stabilize the surface where
the process of seeding or planting forms ofvegetation may cause more erosion
and off -site sedimentation than application of the mat. It is also used where a
disturbed area is intended to lay fallow for a period of time before additional
construction or land disturbance takes place. if a pervious matting is selected,
a combination of vegetation and matting is required. Seeds can be applied
prior to installation of the matting only after proper seedbed preparation
has been provided. Also, live stakes, dormant sprigs, and other vegetation
forms can be inserted in the perviuus matting once it has been installed. Pre -
seeded pervious matting may be used for quicker root establishment and
stabilization only if certified dating and germination guarantees are provided.
The reviewing agency must approve all pre -seeded matting on site prior to
installation. Malting that incorporates plastic mesh and/or plastic twine should
not be used in wetlands, riparian buffers or floodplains due to the potential
of small animal mortality. See Section 6.17 for detailed specifications and
recommended product applications.
STABILIZATION IN WETLANDS, RIPARIAN BUFFERS, AND
FLOODPLAINS
Land disturbing activity involving streams, wetlands or other waterbodies
may also require permitting by the U.S. Amoy Corps of Engineers or the N.C.
Division of Water Quality. Approval of an erosion and sedimentation control
plan is conditioned upon the applicant's compliance with federal and State
water quality laws, regulations, and rules. Additionally, a draft plan should be
disapproved if implementation of the plan would result in a violation of rules
adopted by the Environmental Management Commission to protect riparian
buffers along surface waters. Care should be taken in selecting vegetative
stabilization of wetlands and riparian buffers to comply with permitting
requirements of other agencies, as well as provide adequate ground cover.
Planning Considerations for Land Disturbing Activities Within Wetland,
Riparian, and Floodplain Areas
Wetlands, riparian areas, floodplains, and/or terrestrial areas between streams
and uplands, serve to buffer surface water and provide habitat for aquatic and
terrestrial flora and fauna. When cleared and disturbed, these sensitive areas
are difficult to protect. Because of their proximity to watercourses, relatively
high ground water tables, and flooding potential, detailed analysis and design
is necessary to determine the appropriate erosion control measures during
construction. Determining the appropriate and most expeditious means of
permanent vegetative stabilization in these areas requires equally detailed
analysis and design. The following considerations for erosion control and
stabilization should be taken into account during the design phase of the land
disturbing project where sensitive areas are involved:
• Obtain soil tests to determine the soil type, pH, texture and available
nutrients.
• Based on the soil tests provide a schedule of nutrients and other soil
amendments that will be required.
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• Select a seeding mix of non-invasive species that will provide immediate
stabilization (a short-term environment that will support and compliment
permanent vegetative stabilization) and include a selective native
species mix that will eventually provide a permanent cover (a long-term
environment that, with minimal maintenance, will provide adequate root
and leaf cover).
Invasive species are to be avoided. If native species and introduced non-
invasive seed sources are not available, protective matting that will hold
and foster the development of native cover from adjacent seed sources
should be used. Continuous maintenance must be employed until the
selected species have matured and are no longer susceptible to competition
from invasive plants. If no alternative to the use of invasive seeds and
plants is available, invasives approved on the plans may be utilized only
with strict containment measures outlined in detail on the plans, in the
construction sequence and in the maintenance specifications.
• Aquickly germinating nurse crop of non-invasive, non-competitive annual
grass species can be used along with native seeding and/or matting. 'these
temporary systems should be planted at minimal density so that they do
not inhibit the growth and establishment of the permanent, native species.
(See the plant chart in Table 6,1 La for recommended native and nurse
crop species,)
• Seedbed preparation is key to successful establishment ofseeds. Particular
care should be taken, however, when working in wetlands, riparian areas,
or floodplains due to their sensitive nature. Careful consideration should
be given to the types and placement of large equipment working in these
areas. This process must be outlined in detail on the plan's construction
sequence.
• Installation techniques vary and should be planned for accordingly.
• A maintenance plan must be established for optimal plant establishment,
submitted with the plans and included in the bid list for the project.
Like all construction sites, wetlands, riparian areas, and floodplains will vary
widely in physical makeup across North Carolina. Different conditions will
dictate specific treatment, design and plant selection within the Mountains,
Piedmont, and Coastal Plain regions. Soil tests, seedbed preparation,
mulching, matting, and maintenance will be critical for successful vegetative
establishment and long-term protection of these environmentally sensitive
areas. Unavoidable impacts to these areas during land disturbing activities
need to be addressed in detail on the plan sheets and construction sequence.
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]Native Seed and Plant Selection for Stabilization of Wetlands, Riparian
Areas, and Floodplains
Upon the completion of the land disturbing activity, vegetative cover must
be established on all areas not stabilized by other means. If work in these
areas stops for more than 15 working days, temporary vegetative cover and/
or matting must be applied to all disturbed areas. The goal is to protect these
areas from erosion and to prevent sedimentation of adjacent streams, wetlands,
lakes, and other water bodies,
Planning considerations for wetlands, riparian areas and floodplains will
require additional research, detail and specifications. Native grasses are
usually required as a condition of a 401 Water Quality Certification or a trout
buffer variance.
Native vegetative species are plant species that naturally occur in the region in
which they evolved. These plants are adapted to local soil types and climatic
variations. Because most native species do not germinate and establish as
readily as some introduced species, it is necessary to provide a non-native
nurse crop or matting to stabilize the soil until the native crop can become
established as the dominant cover. Once established, the native plants will
produce an extensive root structure that, if properly maintained, will stabilize
soils and reduce erosive forces of rainfall and overland stormwater flow. Many
of these plants also possess characteristics that, when established, allow them
not only to survive, but also to thrive under local conditions.
Seeding a mixture of perennial native grasses, rushes, and sedges is a way
to establish permanent ground cover within wetlands, riparian areas and
floodplains. The use of propagated plants is another method of reestablishing
natives in these environments. Selecting a seed mixture and/or propagated
plants of different species with complimentary characteristics will provide
vegetation to fill select niches on sites with varying physical conditions.
The design professional should note that because most native species do not
germinate and establish as readily as some introduced species, it is necessary
to provide a non-native nurse crop or matting to stabilize the soil until the
native crop can become established as the dominant cover. For additional
information about acceptable nurse crop varieties, consult the planting list in
Appendix 8.02, local seed and plant suppliers, the North Carolina Cooperative
Extension Service or a qualified design professional to assure the proper
selection and plant mix.
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Permanent native seed species within the seed mixture should be selected
based on natural occurrence of each species in the project site area. Climate,
soils, topography, and aspect are major factors affecting the suitability ofplants
for a particular site and these factors vary widely across North Carolina, with
the most significant contrasts occurring among the three major physiographic
regions of the state -- Mountains, Piedmont, and Coastal Plain. Sub -regions
of the state should also be considered. For example, the Triassic Basin in the
Piedmont region may have characteristics that call for special soil treatment,
limited plant selection, and special maintenance. Even within the riparian
area, there may be need for different species depending on site conditions
(i.e., dry saudy'alluvial ftoodplains with wet pockets). Therefore, thoughtful
planning is required when selecting species for individual sites in order to
maximize successful vegetation establishment, ,
Native seed and plant species are included on the plant list in Appendix 8.02
of this manual.
The design professional should note that regardless of the benefits and
advantages of native seeds and plants, there are potential issues if proper
planning, installation and maintenance do not occur. "These may include,
• Potential for erosion or washout during the establishment stage;
• Seasonal limitation on suitable seeding dates and availability of seed and
plants;
• Adaptability of species at specific sites;
• Availability of water and appropriate temperatures during germination
and early growth; and
• Lack of maintenance to control invasive plants and undesirable
competition.
PLANTING
Seed —Prepare the seed bed as described above in soil preparation. Apply
seed at rates specified on the plans, and/or as recommended in Tables
6.11a-c of this manual, with a cyclone seeder, prop type spreader, drill,
or hydroseeder on and/or into the prepared bed. Incorporate the seed
into the seed bed as specified. Provide finished grades as specified on
the approved plan and carefully culti-pack the seedbed as terrain allows.
If terrain does not allow for the use of a cultipacker, the approved plans
and construction sequence must provide an alternative method of lightly
compacting the soil. Mulch immediately.
• Sprigs and Sod — Install onto the prepared seed bed per the most current
guidance in Carolina Lawns, NCSU Extension BulletinAGr-69, or Practice
6.12 .Sodding.
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Woody plants (liners, container, B&B) —These materials are typically
used to complement an herbaceous protective cover. They eventually
are major components of long-term, permanent stabilization and should
be chosen and planned in conjunction with immediate and long-term
maintenance. The plants should be selected and specified by the design
professional for each individual project. See Practice 6.13 Trees, Shrubs,
Imes, and Ground Covers,
MAINTENANCE
The absence of or an incomplete landscape management specification Lind/
or complete maintenance schedule shall constitute grounds for disapproval of
the plans. Proper maintenance is critical for the continued stabilization once
vegetative cover is established. Although maintenance strategies for different
sites may be similar, no two construction sites in North Carolina have been
or will be able to be controlled or protected in identical ways. Variations in
climate, topography, soils, available moisture, size and many other conditions
will dictate the maintenance methodology to be used. A detailed schedule of
maintenance will be required on the plans. This schedule will illustrate how
the initial planting will be maintained to assure immediate, short term and
permanent protection. The schedule will address topics such as appropriate
irrigation of plants during the early establishment phase, drought conditions,
excessive rainfall, mulch replacement, supplemental seeding, supplemental
soils tests, application of nutrients and amendrncrrts, control of competitive
and invasive species, disease and insect control, and corrective maintenance,
measures to address failure of vegetation to become established. Contractual
responsibility for maintenance after initial establishment of vegetative cover
will be provided on the plans, in the construction sequence and on the bid list
for the project. Maintenance bonds and/or warranty guarantee may be required
of the responsible party, especially for areas in or adjacent to environmentally
sensitive sites such as wetlands, riparian buffers, floodplains, and waters of
the State. See Example 6.11a for a sample maintenance specification and a
minimum maintenance check list that shall be provided on all plans.
RECOMMENDED BID LIST
("these items should be itemized on documents utilized to obtain pricing for
planting pertaining to vegetative stabilization of land disturbing projects in
North Carolina.)
• Soil test prior to grading (price per each test).
• Soil test during grading operations (price per each test).
• Soil test at completion of grading and/or prior to seeding, sprigging,
sodding and application of fertilizer, time, and other soil amendments
(price per each test).
• Rippinglsubsoiling to a depth of six (6) inches. (Provide an alternate for
ripping to a depth greater than six (6) inches.) (price per acre)
• Tilling/discing ripped area to a depth of four (4) inches and re -compacting
with a cultipacker roller (include in seeding price).
6.11.11

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6.11.12
• Seeding (price per square foot).
- Mulching (price per square foot).
• Repair seeding (price per square foot).
• Repair mulching (price per square foot).
• Matting (price per square yard).
• Watering (price per thousand gallons),
• Mowing (price per square foot).
SEEDING RECOMMENDATIONS
The following tables list herbaceous plants recommended for use as nurse
crops for immediate stabilization and primary crops for initial and long-term
stabilization. Nurse crops are expected to develop in two to five weeks and,
with adequate maintenance, be an effective method of soil stabilization fur
a period of six months to one year. Nurse crops are not effective as primary
long-term cover, however if properly maintained they can be an adequate
cover and protection for the development of primary crops.
The goal for a primary crop is for it to develop over a three-week to one-year
period and be effective up to three years with a well-defined maintenance
program. The long-term goal for a primary crop is the initial step toward
a sustainable protective cover without the need of maintenance. Where the
primary crop is intended for a managed lawn and landscape aesthetics, the
effective period can be extended by a more intense maintenance program.
Where native species are utilized and become established during the planned
maintenance program, a permanent cover that will support future succession
species should exist and require little or no additional maintenance or
management.
In uses of both nurse and primary crops, the development periods listed on the
tables are optimal based on normal climatic conditions for the planting dates
listed. The sediment and erosion control maintenance program must recognize
that optimum temperatures and rainfall are the exception rather than the rule.
The design professional needs to provide flexibility in the stabilization plan
to address the potential ranges of temperature and moisture conditions we
experience in North Carolina.
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Information is provided for seeding rates, optimum planting dates in the state's
three regions, sun and shade tolerance, invasive characteristics, compatibility
in wetlands and riparian buffers, and installation maintenance considerations.
By going through the lists the design professional can select the nurse and
primary seed varieties and maintenance characteristics they feel are best suited
for their site conditions, vegetation management expertise and maintenance
capabilities.
To use the information in the seeding charts the plan preparer must:
• Determine what nurse crop best fits their site, soil conditions, and
permanent seed mix.
• Obtain soil tests for all areas to be seeded,
• Know the site's region: mountains, piedmont, or coastal plain.
• Know if the areas to be seeded are sunny, part shade, or full shade.
• Know if the areas are well or poorly drained.
• Know if wetlands or riparian buffers are included in the areas to be
seeded.
• Know if a chosen crop is invasive and ifso, what potential impacts it will
have on the site and adjacent properties.
With this knowledge the plan preparation may proceed utilizing the charts
provided to provide the several seed mixes that will be applicable to the
different areas requiring stabilization.
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HERBACEOUS PLANTS -Seeding recommendations for immediate stabilization/nurse crops Table 6.11.a
12 to 5 weeks for development; effectiveness goal: 6 months to 1 year stabilization)
NURSE CROP SPECIES
Optima! Punting Oates
Corin= N2rre
Botanical NagleIntroducer!
jja&ve!
sa gRitas
ttssbae
Ferlilaadonl
ftneatane
Rwacte
Mnn'.ra
PwaffoM
[sedan
Rap
SunlShede
tolerant
Wetlands
Ripadan
Buffers
Invasive
Yesor No
InslallatienlMainterance
Considerations
Other WLvn of n commentary
kya Grahl
Secale cereale
1
40 lbs
By soil test
1111 - 4rJ0
afl5 - 4115
8115 - 4/15
Sun
Yes I
Yes
No
Must be rnewn to reduce
I
competitivenesswith
mmnentor longterm
vegatallor,
Wheat
Tnlicren aeWvurn
I
3D ibs
B sag teal
11fl - A13
af15 - 511
af15 - 4i15
Sun
Yes
Yes
No
Must be mown to reduce
Not water tolerant May be used
ram Jtivenasa with
in wetands that are not
pannartent or long tern
confinuousl sauurated,
-gelation
Garman Mllllaf
Selana gaB
1
10 Ibs
B aoilleat
5l11-9I305115-ri1
4l15-ad15
Sun
Yes
Yes
No
Croe should t* out l di50
Not water toteram May ee used
'or to Planting prurflary or
in wetlands that are rat
kryWmvegetatlon
contfrwoLs seturated,
arowntop wwet
Uorhloa rdmosa
1
10 lbs
13 sailtest
5111-
15 - 8f 1
!15 - 9l15
sun
Yes
Yes
No
Crop sha:ld be cut 1 disc
Not water tolerant Maybe Lsed
cr to Planlin primaryor
in wetlands fhat are not
lam term Va2etation
continuously saturated.
Sudan rasa (hybrids)
$sacchararum
1
15 [bs
By sad lest
NA
NR
15 - 8115
Sun
No
N a
1 Yes
CMP Should be cut I d'.sc
Use oqty where and seed
S- biocke .Drummon ft
pnor Iv p!andng primwyor
can be mnlalnad and controlled.
tono term venat2lion
Kobe Lesp2q2M
Kummemwia sofata v. kobe
1
10 lbs
8 soil test
5ft - 911
511 - 911
51 - 911
Sun
No
No
No
Consult qualifled
Use In Coastal Plafn
horaculturallsl or ex}ension
a ant forover-seeds
weh primary cover
Korean Las edoza
lGenrrlemo%*i .acaa
I i
10 bs
BY soil test
Ell - 911
511 - 911
5f1 -911
Sun
No
No
No
Consult uallfed
Use in Piedmont and
huttuctluraWor-watensian
Mounta'stis. May become
agent for over-saedmg
nvasive
wittl prknary Older
NOTES:
1. Saading rates are forhulled seed unless othavwLaa noted. '
2. Fertilizer & Limestone - rales Io be applied In aasense of sclis tests. Racamnended appecabon rate assumes s:gntifizantty disturbed site sails v4th Rate or no residual vatue.
3. NR means Species not rscorrawded for this regien or application area.
4. Invasive designation as determined by the N.C. Exotic Pest Pant Council and N.C. Native Plant Society ,
5. Spriggng is not rocerrrnended for irnnuDdlats slabSnzatlon unless teraln Is flat heavy mulch is applled and no other immediate slabdQaboo rnethod is practical.

e•ee•e•edo•®oo•eee®e•ee•e®ee®®eeeeeee©ee�o®oo
o HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
Successful development depends on planting date (effectiveness goal: 6 mo..3 yrs. without an ongoing mairrtenarxe program) Table 6.11.b
NnN.NATIVF SPErIF4
------------

HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
Successfuli development depends on planting date (effectiveness goal: 6 mo, - 3 yrs, without an ongoing maintenance program)
Table S.11.e
CN
NATIVE SPFCIFS
tknal
Plan Dales
Common Nome
Botanical Name 1
Culttvar
t{ative /
Introduced
Sw Tablc
dAd(or
wriery
seeralnorrtn 1
FertftatioN
k nestone
IGataas
nee. -mil
coastll awstude
Pin tolerant
Wedantls
Rioahan
Buffers
Invasive
Yea or
No
Instaletlon / Mairtenanoe
Con3ideratkns
Omer infomhaficn.
comttnnimy
Switchorass
Panfeum vfqAWm/
N
A
wB too
17Ji4M5
NR I
NR St
NR
Vefl dralne
No
fte swei to
Cave -in -Rock
only
cartrolladburna. Mi%with
3 l0 5 other saes varie:es
that have similar adl
dminaCe adaptations.
Srasa
Penfcum yiMatum/
A
!piles!
12.H-s1t5
1211-4/1
12/i4/1 Sul
NR
Nfeldra
No
Responiftwellto
a wirwa9
N
controlled bums. lulu with
3 to 5 otherseed varlaties
'
that nave sirniar sail
drainage adaptations.
F"Alchg=9
Penkum Vivatum/
N
A
B sail teat
12/1-4115
1V1.411
1YJt 4/1 S:nh
NR
f4ad dminet
No
Responds wel to
Slrofter
cmtroied bums. Mix vAth
3 to 5 other seed vade5es
that have similar adl
dradnage ads eons.
Swhah rasa
Pod/cum virgatum!
N
A
Sy sal last
t2114115
1211-4/1
12114h Sun
Yes
Yes
No
Responds wel le
Cafha a
cantrolad bums. Mix with
3 to 5 odherseed Vanedes
Mat have andar Soil
•I
I
dngnaga adaMations.
Svvltrh
Pan/oum rdm!
N
A
Hyttilwa
12il4/15
1211.411
1211411 S;n
No
Poorly
No
Ramon&well to
/ay
draned
controlled bums. MlxYAM
3 to 5 other seed varieties
lfat have similar sod -
drainageadaptations.
SrEtch rasa
1pankurt alum /
N
A
B soil test
NR
1211 -511
1/1 - 5/1 Sun
No
Poorty
No
Responds well to
amo
I drelnad
cordroded tuna. Albs with
3 to 5 other seed varieties
that have similar soil
d e ta5ons.
Indiangrass
Sorghastrum dutansI
N
B
21 oaf test
12/1.4115
1211-4J1
1V1411 Swh
NR
Wei
No
Responds well to
WwAem coastal plain only
Rwnae
-I
drainetl
oontrotlea hums. Mix wish
3 to 5 other seed varieties
that nave similar soil
drMnage adapons.
In&angrass
ScThosKannulansI
N
a
a ealltest
12/14115
12I-4/1
1211411 Shm
NR
Wei
No
Rmeondswalto
Western Coastal Ea11
Osage
drained
controlled bums. PAlxveth
3 to 5 other seed varieties
Vol have sarilar sot
'
drain a lions.
• -r -•-� �..�-�-� �..-0 •-0.0-0-:..• it-0-0_0-0-0-W.9-0-6--6-6-0...0 40

R
HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
Successfull development depends on planting date (effectiveness goal: B ma. - 3 yrs. without an ongoing maintenance program)
NATIVE SPECIES
Table 6.11.c (eon't)
Optimal
Planting Elates
-
Common Name
BalanIcal Name I
C1Ativar
y,Rtive 1
tntroduced
as TOU
said k.r
,,,, "
-anqr+ws
FOrtid2a9W
imestane
lbslwm
uommws
and—,
cw.w am'Shade
Pu.n. tolerant
Wetlands
Riga w
®uff=s
Imrasive
xres or
Ro
lnstaloton 1 Ma"WAnce
Consideradons
Otow 4rfonruwan,
comments
Ind rass
estrum dutans/
N
9
BY sal test
1211-4115
120 -411
1211-411 Sun
NR
Wel
No
Responds vAll to controled
Wasam eoa W plain arjy
ch*—
drained
bums. Mixwttl 3 w 5 0aw seed
'
varle5es duf have similar sW
drahffg6 ad
irndla rasa _
Swgharlrum_ n_ ura_ns/
N
8
Bysotiwu
NR
121t - 511
111 -511 Sun
JNRWei
No
Re400nda well to
Only Indian rasa adwtAbio to
Lomemia
drained
controlled burns. Mbe YAM
Eastern coastal ne 5
'
3 to 5 oiherseed varia@ea
that have ainiffe sod '
drainage ads tatiorm.
Oeenongua
A'chermeewn
N
C
By sod fast
511-4115
5/1-4/1
NR sun S
Yae
Poody
No
Responds well to
cfazldes6r7um/77a
Shade
*RWodto
controlledburrts••. Mitt with
dro !
3 to 5 other seed varlades
that have simian sal
drainage adaptatlens.
Big Bluestein
jAndrppogon Vraftffl
N
1 R
rat tad
112114M5
129 - 4/1
NR Sun
NR
We9l
No
Responds well to
Warm aeaaw)
Raunbw
drained
controlled burns. Mix Math
3 to 5 other awd vadelms
Wol have similar sol
drainage adapt fiofa.
Big Bluestein
More or preram6l
N
C
By sad lest
1211-4/15
12M - 411
NR Sun
AIR
Weil
No
Res ondswell to
Warm season rLse
Kaw
d'a'uw4
cMAM111e4buma Mbcwrtrt
.
3 to 5 other seed varieties
-
that have similar sell
drain a eda LaWone.
Wg Eluestem
on gordra/
N
0
pysWuasi
12/1-4115
12h-411
12ISSn Sun
NR
Wall
No
Ragonds well to
Wane as on grass
C-arf
drained
wnbgle4 bums. Mbcwdh
3 to 5 other seed vailvLas
that have wnAar sol
dradta e adspt2ttjons.
Lids M—tem
schu um
N
E
py and teat
12h-4115
NR
NR Sun
NR
Weil
No
Responds well to
Warm season gran
szl /Rkous
drained
canbotled bums. Mac widl
-
3 to 5 other seed varls¢es
that hove simllar foil
drains a Hera.
L=@ Bltrtatern
sch&d4tyrium
N
E
ey sad teal
12114n 5
12JI - 411
NR sun
NR
Well
No
Responds wed W
Warm season grass
scoAdalum I Crrrvraron
droned
cantraW bums. Ma wut
3 to 5 a2ser seed varMes;
that have Similar ad1
drahape adantabons.

O1 HERBACEOUS PLANTSSeedfng recommendations for primary stabilization
Successfull development depends on planting date (effectiveness goal.- 6 mo. - 3 yrs. without an ongoing maint6nance program)
m
rleTnrF ¢aFrlFc
Table 6.11.c (con't)
O
I Planun Dates
CemmorlName
Botanical Name l
Cultivar
native 1
y1trocluced
S.. Ta6b
CILd t«
,Ae y
—"ftran.a
Fern&xe a!
lines ore
liastaoe
Mmrnlarrs
Mrdnnaa
eaesm SunlShede
!'calm taknut
Wetlands
Riparian
Buffers
Irrva5 Ve
yes or
no
Installmon f nnalraenance
Considerations
odnerireomnadan,
commentary
utlleMestem
Schizo
N
E
a somas
NR
NR
1211.411 Sun
NR
Well
No
Remondswellin
Warmseason grass
scomium I Common
I
drained I
controlled puns• Mix with
3 to 5 other seed varieties
that rave sirnt sal
drainage adaptAWins—
Sweet W aodreed
Cinna arundlnacea
N
F
Ry sop test
1211 -VI 5
1211 • An
1211-411 sun a
Yes
Pao Ia
Nd
Mx with 310 5 other seed
Warm season grass
Md. srmde
well drained
valiedes that have simian
sou d*naw a ons
REce, Cud ss
Leersia oryzoldes
N
G
By sw test
1211.4A6
1211 - 411
12/1 -411 Sun
Yes
PoorlyNo
Mix with 3 to 5 alien seed
Warm season qfalA
drained
varietkS that have Sumllar
'
soil drainage adaptations
IndianWooduats
Chasmamhlran la ollurn
N
H
B sod ten
311 - SM6
2l1S - 411
15-3f20 Sun&
NR
Well
No
Mot w'kh 3 to 5 solos seed
Cool season grass
NI5-8h5
15 -10r1
1 - I IM nwd- Shade
drained
vadedes tint hmm similar
-
'
son drain a adaptations
Vir ' is Wild Rye
EJ onus vlr Irticus
N
i
By soil test
311 - 6115
2l15 - 411
118-3120 Sun &
N R
well
No
Max vAth 3 to 5 other seed
Cool season grass
7115-SMS
&n 5 - JWJ
-11/1 Mod. Shan
drained
varieties that have similar
'
fj
SOp d'alna adaptations
Eastern Bottlehrvsh
E s bjqix
N
J
By so-7 taar
311 - 5115
2115 - 411
I NR Sun &
NR
Web
No
Wx u th 3 to 5 other Seed
Cod season grass
Grass
71164VI5
RMS .10115
rasa. ShMe
drained
varieties Mat have similar
sort drahiageadaptations
Sall Rush
Juncos effusus
N
K
By sod tilt
1211-- 5115
'1211 - s11
2f1-4115 Sim
Yes
Pporty
No
NJx vArh 3 to 5 Met Seed
a115-lolls
gn -1111
drained
varielAs that have similar
son dre4tage adaptations
Shallow Se
Carex Ldda
N
L
Ely soli rest
1211 - 5115
1211 - 5n
1XI-4115 Sun
Yes
Pooft
No
Mx wkh 3 to 5 outer seed
ans-10115
W1 -11n
dralrted
lvanvtiqs that have similar
son drains bons
Fax Sed a
Carex vuVinaldea
N
L
By soil test
1211 - SM S
1211 - 511
211-4116 Sun
Yes
Poorly
No
Mx with 3 to 5 other seed
8115.1 M 5
511 -1111
drained
varieties rhat have similar
soil dnalra5pe aria tatlons
NOTE!
1, Seeaing rates are for hulled seed unless otherwise noted.
2. Fertilizer & limestone - rates to be applied in abserlse of soils tests. Recommended appica@en rate assumes sign'dicart* disturbed site sops with pale or no residual value,
3. NR means Species mtretorrynended for dtls region or application area,
4. Native, warm season grasses requ"ve six ar mare months to getnlnata Under opnmtwn Conditions. If they are planted in the sentwrter, then a while year h1l have to pass Wore they germ'uute.
5. Invasive aesignation as determined by the N,C, Exotic Pest Pant Council and N.C. Native Want Society.
ti. Spriygilg Is not necammentled far Immediate stabilization unless terrain is flat, heavymwlch is applied arts no otter immediate mabtRtation method is practical.
7. Sodding for immediate staL[Izailon - see primary stahilizatian charts tourer information color" and Section 6.12
c
� 8. Long term slablizadon can only he ticcomptlshed with an adequate, inmediate, and primary slabiSzetion program. To achieve loop tam proteuive river widt the sxclds listed in

0
a
4
0';
0:
0;
0
0
0
0
0.
0
0
0
0
0
0
0
Practice Standards and Specif cation
Table 6.11.d
Seed Mixes for Native Species (IbSlac)
When Mixed with 3, 4, or 5 Other Native Species
(See Table 6.11.a for nurse crop species to be added to these mixes)
3 Other
total 4 species)
4 Other
total 5 species)__
5 Other
total 6 species)
Switch Grasses A
3.5lbs.
3.01bs.
2.5lbs.
Indian Grasses B
7.0 lbs.
6.0 lbs.
5.0 lbs.
Deertongue C
6.0 lbs.
5.0 lbs.
4.0 lbs.
Big Bluestem D
7.0 lbs.
6.0 lbs.
5.0 lbs.
Little Bluestein E
7.0 lbs.
6.0 lbs.
5.0 lbs.
Sweet Woodreed F
2.5 lbs.
2.0 lbs.
1.5 lbs.
Rice Cutgrass G
6.0 lbs.
5.0 lbs.
4.0 lbs.
Indian Woodoats H
2.5 lbs.
2.0 tbs.
1.5 lbs.
Virginia Wild Rye I
6.0 lbs.
5.0 tbs.
4.0 lbs.
Eastern Bottlebrush Grass J
2.5 lbs.
2.0 lbs.
1.5 lbs.
Soft Rush K
2.5 lbs.
2.0 lbs.
1.5 lbs,
Sedges L
2.5 lbs.
2.0 lbs.
1.5 lbs.
NOTE:
With the native varieties, the seed mix should be in the range of 15 pounds per acre.
Depending on availability of native seeds adaptable to North Carolina, the percentage
of a particular variety used may be reduced or increased accordingly, Although
diversity is desirable, it is imperative that the primary crop develop and become an
effective protective cover. In addition to the native species mix, additional nurse crop
species must be included to provide immediate stabilization and an adequate ground cover.
Rev. 5108
6.11.19

0
Example 6.11.a GUIDELINES FOR WRITING MINIMUM LANDSCAPE MANAGEMENT SFECIFICATTON5
Following is an outline that demonstrates what should be included in specifications that will insure the long term
stabilization of disturbed sites in North Carolina.. As noted before in this manual, each construction site in the
state is unique and has features that will require special provisions for revegetation and stabilization. The outline
provided below cannot address these individual sites. It is the responsibility of the design professional and the
financially responsible party to see that the specifications are, edited to fit their site and to assure that permanent
stabilization is achieved.
General Provisions
A. Intent:
1. These specifications are prepared with the intent of promoting outstanding performance in long-
term stabilization. They are to be used as guidelines in establishing sediment control and vegetative standards
for the sites. Final technical decisions such as herbicides, fertilizer ratios, times of application and schedules
are to be determined by the Contractor, who has the responsibility to obtain soil test and to manage the
vegetation to achieve the desired results. The maintenance specifications must address maintenance for
sediment and erosion control vegetation during construction and for permanent/long-terns stabilization.
B. Description of Work:
i. Perform all work necessary and required for the (insert period of contract) maintenance of the project as
indicated on the drawings, in the project manual, and specified herein,
2. Licensing:
a) Contractor shall provide verification of current, applicable pesticide applicator licensing for
each applicator that will handle pesticides on the contracted sites.
3. Contract Administration
a) Staffing: The Contractor shall provide adequate staffing, with the appropriate expertise, to
perform all required work.
b) Monthly Site Review meetings will be held. Attendees will include the Contractor's Project
Manager and Site Foreman and the property manager or other representative designated by the
financially responsible party. Result of site reviews will be documented and circulated to the
attendees and the owner by the contractor.
c) The Contractor will communicate with the proper person on a monthly basis to summarize
work performed and immediately notify the project manager of any failure of the site to remain
stabilized.
II. Materials
A. Soil Additives: Additives are to be applied per soils test taken prior to, during and after construction_ (Use
this section to provide the types and quantities of fertilizers, lime, and other soil amendments called for in
the soils report. Include all soils test reports in the specifications document. This narrative or list should
Include quantities, rates, mixes, organic information, Manufacturer, sources, and other information
suggested in the soils test.)
6.11.20
Rev. 5108

Practice Standards and SpecOeation,s
A. Pesticides:
1. F,stablish an Integrated Pest Management (iPM) program for the site that relies on targeted insect and
disease control coupled with sound stabilization management and water management practices.
2. These specifications do not include pesticide treatments for infestations of Southern Pine Rectle, Gypsy
Moth, or Fire Ants. The contractor shall notify the Owner if these pests are observed on site.
3. All pesticides shall be applied by a North Carolina licensed applicator in accordance with all State and
Federal regulations and per manufacturer's recommendations.
B. Mulches: Mulch for areas not subject to erosion and over wash by storm water should be called out in
this section addressing its maintenance, replacement, removal and conversion to other uses. Those subject to
erosion and over wash by storm water must be addressed on the plans and in the calculations.
111. Execution
A. General:
1. Good long term stabilization is based on the proper maintenance, management and balance of nutrients,
soil moisture and general cultural practices. It is recognized that Fewer fungicide and pesticide treatments as
well as lower fertility rates are required with a well managed, balanced landscape. The following section is
meant to promote this balance and therefore do not highlight specific quantitative standards. (Quantitative
standards should be addressed as site specific by the design professional in conjunction with the
owner and contractor.) Calendar references are general and are to be used only as a guide. Weather and
soil conditions that are most appropriate for a given process, procedure and/or area of the state shall be the
determining factor in scheduling work.
B. Soil Tests:
1. After the soil test prior to stabilization, tests shall be made yearly in the fail to determine the required soil
additives for all stahilimd areas. If known nitrogen requirements are not specified by previous test, they
need to be determined by the subsequent soils test and the proper applications made. Fertilizer ratios may
be determined through analysis of the soil tests coupled with the contractor's experience and knowledge of
the site.
C. Mowing
1. Mowing for maintained turf/lawns
a. Mow areas intended for "groomed appearance" on a schedule during the growing season
and as required throughout the year to provide the desired appearance. (Establish a mowing
frequency here that addresses the specific plant species used and theirgrowing habits.) This
frequency will be a minimum standard. Particular properties and their peculiar characteristics
as well as individual plant species may require mowing more often than the stated minimum
may be required. This should be noted in this section.
b. The range of turf species suggested for lawns in the three growing regions of North Carolina
vary as to optimum maintained height. The selected species should be maintained at a height
recommended by the seed producer. Do not cut too short and do not allow the turf to attain
a height that will cause the crop to decline or die. Consult individual seed producers and/or
packaging for recommended mowing heights.
c. Mow with a mulching mower to limit the amount of clippings removed, or mow and blow in
such a manner that clippings are not evident and not to adversely effect the growing capacity
Rev. 5108 6.11.21

u
and/or health of the existing vegetation turf. It is important clippings are allowed to remain
spread throughout the lawn area, to the extent possible, so that they might aid in building a
more productive soil profile and root zone.
2. Mowing other stabilized areas to promote continued growth. Include mowing specification here for other
stabilized areas which require maintenance but not a "groomed" appearance. Also include specifications
for mowing areas where it is desirable for woody native volunteer vegetation to become established. This
should include attention to mowing stakes or other way of protecting the desired woody natives from the
mowing operation,
D. Watering
1. Irrigation System Maintenance and Monitoring: If stabilized areas are to be irrigated the design
professional should include specifications for the system, its maintenance and its operation in this section.
2. In the absence of an automatic or manual irrigation system, provisions for providing adequate water to
stabilized areas should be addressed in this section_
3. (Provisions should be made in this section for adjustments to application rates of water during
times of regulated droughts and/or periods of excessive rainfall.)
I?. CONTROL OF 1NVASIVIES: Competition from invasive species can be detrimental to the establishment
of the permanent vegetative cover. Left unchecked, these invasives can undermine a revegetation process in
a short period of time and eventually lead to unprotected soil and sediment damage. Make site observations
monthly to check for the presence of such species and, if found, treat them immediately with the appropriate
cultural practices and/or by the use of seasonally -appropriate and site appropriate herbicides,
F. Maintenance items including fertilization, mowing, continued soils testing, repair, mulching, matting and
soil preparation arc to be addressed in the approved construction sequence and on the project bid list.
6.11.22
Rev. 5/09
•
•

Practice Standards and .Specifications
Definition Application of a protective blanket of straw or other plant residue, gravel, or
synthetic material to the soil surface.
Purpose To protect the soil surface from the forces of raindrop impact and overland
flow. Mulch fosters the growth of vegetation, reduces evaporation, insulates
the soil, and suppresses weed growth. Mulch is frequently used to accent
landscape plantings.
Conditions Where Mulch temporary or permanent seedings immediately. Areas that cannot
Practice Applies
be seeded because of the season should be mulched to provide temporary
protection of the soil surface. Use an organic mulch in this case (but not wood
fiber), and seed the area as soon as possible, Mulch around plantings of trees,
shrubs, or ground covers to stabilize the soil between plants.
Planning A surface mulch is the most effective, practical means of controlling runoff
and erosion on disturbed land prior to vegetation establishment. Mulch
Considerationsand
soil moisture loss by evaporation, prevents crusting and sealing of the
soil surface, moderates soil temperatures, provides a suitable microclimate for
seed germination, and may increase the infiltration rate of the soil.
Organic mulches such as straw, wood chips, and shredded bark have been
found to be the most effective. Do -not use materials which may be sources
of competing weed and grass seeds. Decomposition of some wood products
can tie up significant amounts of soil nitrogen, making it necessary to modify
fertilization rates, or add fertilizer with the mulch (Table 6. l4a).
A variety of mats and fabrics have been developed in recent years for use as
mulch, particularly in critical areas such as waterways and channels. Various
types of netting materials are also available to anchor organic mulches.
Chemical soil stabilizers or soil binders, when used alone, are less effective
than other types of mulches. These products are primarily useful for tacking
wood fiber mulches.
The choice of materials for mulching should be based on sail conditions,
season, type of vegetation, and size ni'the area. A properly applied and tacked
mulch is always beneficial. It is especially important, when conditions for
m getination are not optimum, such as midsummer and early winter, and on
difficult areas such as cut slopes and slopes with southern exposures.
ORGANIC MULCHES
Straw is the mulch most commonly used in conjunction with seeding. The
straw should come from wheat or oats ("small grains"), and may be spread by
hand or with a mulch blower. Straw may be lost to wind, and must be tacked
down.
Wood chips are suitable for areas that will not be closely mowed, and around
ornamental plantings. Chips do not require tacking. Because they decompose
slowly, they must be treated with 12 pounds of nitrogen per ton to prevent
6. i 4.1

Material
Organic Mulches
Straw
Wood chips
Wood fiber
Bark
Corn stalks
Sericea
lespedeza
seed -bearing
stems
Nets and Mats'
Jute net
Fiberglass net
Excelsior
(wood fiber)
mat
Fiberglass roving
0
Table 6.14a
Mulching Materials and Application Rates
Rate Per Acre Quality
Notes
1-2 tons
Dry, unchopped,
Should come from wheat or oats;
unweathered; avoid
spread by hand or machine; must
weeds,
be tacked down.
5-6 tons
Air dry
Treat with 12 ibs nitrogen/ton. Apply
with mulch blower, chip handler, or
by hand. Not for use in fine turf.
0.5-1 tons
Also referred to as wood cellulose.
May be hydroseeded. Do not use in
hot, dry weather.
35 cubic yards
Air dry, shredded or
Apply with mulch blower, chip
hammer -milled, or chips.
handler, or by hand. Do not use
asphalt tack.
4-6 tons
Cut or shredded in 4-6
Apply with'mulch blower or by hand.
in. lengths.
Not for use in fine turf.
1-3 tons
Green or dry; should
contain mature seed.
Cover area Heavy, uniform; woven Withstands waterflow. Best when
of single jute yam. used with organic mulch.
Cover area Withstands waterflow. Best when
used with organic mulch.
Cover area Withstands waterflow.
0.5-1 tons Continuous fibers of Apply with a compressed air ejector,
drawn glass bound Tack with emulsified asphalt at a
together with a non -toxic rate of 25-35 ga111,000 sq ft.
agent.
Chemical Stabilizers2
Aquatain follow
Aerospray manufacturer's
Curasol AK specifications
Petroset SB
Terra Tack
Crust 500
Genaqua 743
M-145
'Refer to Practice No. 6.30, Grass tined Channels.
2Use of trade names does not imply endorsement of product.
6,1.4.2
Not beneficial to plant growth.

Practice Standards and Specifications
nutrient deficiency in plants. This can be an inexpensive mulch if chips are
obtained from trees cleared on the site.
Bark chips and shredded bark are by-products of timber processing often
used in landscape plantings. Bark is also a suitable mulch for areas planted
to grasses and not closely mowed. It may be applied by hand or with a mulch
blower. Unlike wood chips, the use of bark does not require additional
nitrogen fertilizer.
Wood fiber refers to short cellulose fibers applied as a slurry in hydroseeding
operations. Wood fiber does not require tacking, although tacking agents
or soil binders can easily be added to the slurry. Wood fiber hydroseeder
slurries may be used to tack straw mulch on steep slopes, critical areas, and
where harsh climatic conditions exist. Wood fiber mulch does not provide
sufficient erosion protection to be used alone.
There are other organic materials that make excellent mulches, but may only be
available locally or seasonally, for example: dried sewage sludge, corn stalks,
animal manure, pine boughs, cotton burs, peanut hulls, and hay. Creative use
of these materials can reduce costs.
CHEMICAL, MULCHES AND SOIL BINDERS
A wide range of synthetic mulching compounds is available to stabilize and
protect the soil surface. These include emulsions or dispersions of vinyl
compounds, asphalt, or ribber mixed with water. They may be used alone, or
may be used to tack wood fiber hydromulches.
When used alone, chemical mulches do not insulate the soil or retain moisture,
and therefore do little to aid seedling establishment. They are easily damaged
by traffic, are usually more expensive than organic mulches, and they
decompose in 60-90 days.
Check labels an chemical mulches and binders for environmental.
concerns. 'fake precautions to avoid damage to fish, wildlife, and water
resources.
NETS, MAPS, AND ROVING
Netting is very effective in holding mulch in place on waterways and slopes
before grasses become established.
Mats promote seedling growth in the same way as organic mulches. They are
very useful in establishing grass in channels and waterways. A wide variety
of synthetic and organic materials are available. "Excelsior" is a wood fiber
mat, and should not be confused with wood fiber slurry.
When installing nets and mats, it is critical to obtain a firm, continuous contact
between the material and the soil. Without such contact, the material is useless,
and erosion will occur underneath.
Fiberglass roving consists of continuous strands of fiberglass which, when
blown onto the soil surface from a special compressed air ejector, form a mat
of glass fibers. This mat must then be tacked down with asphalt,
6.14.3

6.14.4
0
Construction Select a material based on site and practice requirements, availability of
Specifications material, labor, and equipment. Table 6.14a lists commonly used mulches and
some alternatives.
Before mulching, complete the required grading, install sediment control
practices, and prepare the seedbed. Apply seed before mulching except in the
following cases:
• Seed is applied as part of a hydroseeder slurry containing wood fiber
mulch.
• A hydroseeder slurry is applied over straw.
APPLICATION -OF ORGANIC MULCH
Organic mulches are effective whcrc they can be tacked securely to the surface.
Material and specifications are given in Table 6.14a.
Spread mulch uniformly by hand, or with a mulch blower. When spreading
straw mulch by band, divide the area to be mulched into sections of
approximately 1,000 ftz, and place 70-90 lb of straw ( 1 112 to 2 bales) in each
section to facilitate uniform distribution. After spreading mulch, no more than
25% of the ground surface should be visible. In hydroseeding operations a
green dye, added to the slurry, assures a uniform application.
ANCHORING ORGANIC MULCH
Straw mulch must be anchored immediately after spreading. The
following methods of anchoring mulch may be used;
Mulch anchoring tool —A tractor -drawn implement designed to punch mulch
into the soil, a mulch anchoring tool provides maximrun erosion control with
straw. A regular farm disk, weighted and set nearly straight, may substitute,
but will not do a job comparable to the mulch anchoring tool. The disk should
not he sharp enough to cut the straw. 'These methods are limited to slopes no
steeper than 3:1, where equipment can operate safely, Operate machinery on
the contour.
Liquid mulch binders —Application of liquid mulch binders and tackifiers
should be heaviest at the edges of areas and at crests of ridges and banks,
to resist wind. Binder should be applied uniformly to the rest of the area.
Binders may be applied after mulch is spread, or may be sprayed into the
mulch as it is being blown onto the soil. Applying straw and binder together
is the most effective method. Liquid binders include asphalt and an array of
commercially available synthetic binders.
Emulsified asphalt is the most commonly used mulch binder. Any type thin
enough to be blown from spray equipment is satisfactory. Asphalt is classified
according to the time it takes to cure. Rapid setting (RS or CRS designation)
is formulated for curing in less than 24 hours, even during periods of high
humidity; it is best used in spring and fall. Medium setting (MS or CMS) is
formulated for curing within 24 to 48 hours, and slow setting (SS or CSS) is
formulated for use during hot, dry weather, requiring 48 hours or more curing
time.
Rev, 12193
40

Practice Standards and Specifications
Apply asphalt at 0.10 gallons per square yard (10 gal/1,000 ft'). heavier
applications cause straw to "perch" over rills.
In traffic areas, uncured asphalt can be picked up on shoes and cause damage
to rugs, clothing etc. Use types RS or CRS to minimize such problems.
Synthetic binders such as Petroset, `I'erratack, and Aerospray may be used, as
reconunended by the manufacturer, to anchor mulch. These arc expensive,
and therefore usually used in small areas or in residential areas where asphalt
may be a problem (Use of trade names does not constitute an endorsement).
Mulch neitings—Lightweight plastic, cotton, jute, wire, or paper nets may be
stapled over the mulch according to the manufacturer's recommendations (see
"Nets and Mats" below).
Peg and twine —Because it is labor-intensive, this method is feasible only in
small areas where other methods cannot be used. Drive 8-10 inch wooden
pegs to within 3 inches of the soil surface, every 4 feet in all directions. Stakes
may be driven before or after straw is spread. Secure mulch by stretching
twine between pegs in a Criss -cross -within -a -square pattern. Turn twine two
or more times around each peg. Twine may be tightened over the mulch by
driving pegs further into the ground.
Vegetation ---Rye (grain) may be used to anchor mulch in fall plantings, and
Gcnnan millet in spring. Broadcast at 15 lb/acre before applying mulch.
CHEMICAL MULCHES
Chemical mulches may be effective for soil stabilization if used between May
I and June 15, or Sept. 15 and Oct. 15, provided that they are used on slopes no
steeper than 4! 1, and that proper seedbed preparation has been accomplished,
including surface roughening where required.
Chemical mulches may be used to bind other mulches, or with wood fiber in a
hydroseeded slurry at any time. Follow the manufacturer's recommendations
for application.
FIBERGLASS ROVING
Fiberglass roving ("roving") is wound into a cylindrical package so that it can
be continuously withdrawn from the center using a compressed air ejector.
Roving expands into a mat of glass fibers as it contacts the soil surface. It is
often used over a straw mulch, but must still be tacked with asphalt.
Spread roving uniformly over the area at a rate of 0.25 to 0.35 lb/yd2. Anchor
with asphalt immediately after application, at a rate of 0.25 to 0.35 gal/ydz.
As a channel lining, and at other sites of concentrated flow, the roving mat
must be further anchored to prevent undermining. It may be secured with
stakes placed at intervals no greater than 10 feet along the drainageway, and
randomly throughout its width, but not more than 10 feet apart. As an option
to staking, the roving can be buried to a depth of 5 inches at the upgrade end
and at intervals of 50 feet along the length of the channel.
NETS AND MATS
Nets alone generally provide little moisture conservation benefits and only
Rev. l2/93 6.14.5

4
0
limited erosion protection. Therefore, they are usually used in conjunction
with an organic mulch such as straw.
Except when wood fiber slurry is used, netting should always be installed over
the mulcb. Wood fiber may be sprayed an top of an installed net.
Mats, including "excelsior" (wood fiber) blankets, are considered protective
mulches and may be used alone, on erodible soils, and during all times of the
year. Place the matting in firm contact with the soil, and staple securely.
INSTALLATION OF NETTING AND MATTING
Products designed to control erosion should be installed in accordance with
manufacturer's instructions, Any mat or blanket -type product used as a
protective mulch should provide cover of at least 36% of the surface where it
is applied. Installation is illustrated in Figure 6.14a.
1. Apply time, fertilizer, and seed before laying the net or mat.
In channels, roll out strips of netting parallel to the
direction of flow and over the protective mulch.
Anchor netting in
a 12-inch trench
12-i
overlap
Figure 6.14a Installatonof netting and matling (modified from Va. Div, of Forestry).
6.14.6
Join strips by anchoring
and overlapping.
Rev. 12M

Practice Standards and Specifications
2. Start laying the net from the top of the charrnel or slope, and unroll it down
the grade. Allow netting to lay loosely on the soil or mulch cover but
without wrinkles —do not stretch.
3. To secure the net, bury the upslope end in a slot or trench no less than 6
inches deep, cover with soil, and tamp firmly as shown in Figure 6.14a. Staple
the net every 12 inches across the top end and every 3 ft around the edges and
bottom. Where 2 strips of net are laid side by side, the adjacent edges should
be overlapped 3 inches and stapled together. Each strip of netting should also
be stapled down the center, every 3 ft. Do not stretch the net when applying
staples.
4. To join two strips, cut a trench to anchor the end of the new net. Overlap the
end of the previous roll 18 inches, as shown in Figure 6.14a, and staple every
12 inches just below the anchor slot.
Maintenance Inspect all mulches periodically, and after rainstorms to check for rill erosion,
dislocation or failure. Where erosion is observed, apply additional mulch. if
washout occurs, repair the slope grade, reseed and reinstall mulch. Continue
inspections until vegetation is firmly established.
References Surface Stabilization
6.11, Permanent Seeding
Appendix
8.02, Vegetation Tables
Rev. 12193 6.14.7

0
6.14.8
41
•

Practice Standards and Specifications
Definition A temporary sediment control measure consisting of fabric buried at the
bottom, stretched, and supported by posts.
Purpose 10 retain sediment from small disturbed areas by reducing the velocity of
sheet flows to allow sediment deposition.
Conditions Where Below small -disturbed areas that are less then %acre per 100 feet of fence.
Practice Applies Where runoff can be stored behind the sediment fence without damaging the
fence or the submerged area behind the fence.
Do not install sediment fences across streams, ditches, or waterways, or
other areas of concentrated flow.
Sediment fence should be placed along topographic elevation contours, where
it can intercept stormwater runoff that is in dispersed sheet flow. Sediment
fence should not be used alone below graded slopes greater than 10 feet in
height.
Planning A sediment fence is a system to retain sediment on the construction site. The
Considerations fence retains sediment primarily by retarding flow and promoting deposition.
In operation, generally the fence becomes clogged with fine particles, which
reduce the flow rate. This causes a pond to develop behind the fence. The
designer should anticipate ponding and provide sufficient storage areas and
overflow outlets to prevent flows from overtopping the fence. Since sediment
fences are not designed to withstand high water levels, locate them so that
only shallow pools can form. Tie the ends of a sediment fence into higher
ground to prevent flow around the end of the fence before the pool reaches
design level. Curling each end of the fence uphill in a "J" pattern may be
appropriate to prevent end flow. Provide stabilized outlets to protect the fence
system and release storm flows that exceed the design storm.
Deposition occurs as the storage pool forms behind the fence, The designer can
direct flows to specified deposition areas through appropriate positioning of
the fence or by providing an excavated area behind the fence. Plan deposition
areas at accessible points to promote routine cleanout and maintenance. Show
deposition areas in the erosion and sedimentation control plan. A sediment
fence acts as a diversion if placed slightly off the contour. A maximum slope
of 2 percent is recommended. This technique may be used to control shallow,
uniform flows from small disturbed areas and to deliver sediment -laden water
to deposition areas. The anchoring of the toe of the fence should be reinforced
with 12 inches of NC DOT #5 or #57 washed stone when flow will nin parallel
to the toe of the fence.
Sediment fences serve no function along ridges or near drainage divides where
there is little movement of water. Confining or diverting runoff unnecessarily
with a sediment fence may create erosion and sedimentation problems that
would not otherwise occur.
Rev. 6106 6.62.1

0
Straw barriers have only a 0-20% trapping efficiency and are inadequate. Straw
.bales may not be used in place of sediment fence. Prefabricated sediment fence
with the fabric already stapled to thin wooden posts does not meet minimum
standards specified later in this section,
Anchoring of sediment fence is critical. The toe of the fabric must be anchored
in a trench backfilled with compacted earth. Mechanical compaction must be
provided in order for the fence to effectively pond runoff.
Design Criteria Ensure that drainage area is no greater than %, acre per 100 feet of fence. This
is the maximum drainage area when the slope is less than 2 percent. Where
all runoff is to be stored behind the fence, ensure that the maximum slope
length behind a sediment fence does not exceed the specifications shown in
Table 6.62a. The shorter slope length allowed for steeper slopes will greatly
reduce the maximum drainage area. For example, a 10-20 % slope may have
a maximum slope length of 25 feet. For a 100-foot length of sediment fence,
the drainage area would he 25ft X 100f1= 2500sq.ft., or 0.06 acres.
Table 6.62a Maximum
Slope
Slope Length (ft)
Maximum Area (ft2)
Slope Length and Slope for
<2%
100
10,000
which Sediment Fence is
2 to 5%4
75
7,500
Applicable
5 to 10%
50
5,000
10 to 20%
25
2,500
>20%
15
1,500
Make the fence stable for the i 0-year peak storm runoff.
Ensure that the depth of impounded water does not exceed.] .5 feet at any paint
along the fence.
If non -erosive outlets are provided, slope length may be increased beyond
that shown in Table 6,62a, but runoff from the area should be determined and
bypass capacity and erosion potential along the fence must be checked. The
velocity of the flow at the outlet or along the fence should be in keeping with
Table 8.05d, Appendix 8.05.
Provide a riprap splash pad or other outlet protection device for any point
where flow may overtop the sediment fence, such as natural depressions or
swales. Lnsurc that the maximum height of the fence at a protected, reinforced
outlet does not exceed 2 feet and that support post spacing does not exceed 4
feet.
The design life of a synthetic sediment fence should be 6 months.
Construction MATERIALS
Specifications 1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or
polyester, which is certified by the manufacturer or supplier as conforming to
the requirements in ASTM D 6461, which is shown in part in Table 6.62b,
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers
to provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120' F.
6.62.2 Rev. 6106

Practice Standards and Specifications
2. Ensure that posts for sediment fences are 1.33 lb/linear ft steel with
a minimum length of 5 feet. Make sure that steel posts have projections to
facilitate fastening the fabric.
3. I -or reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 inches.
Table 6.62b Specifications For Sediment Fence Fabric
'temporary Silt Fence Material Property Requirements
Supported' Unsupported' 'Type of
Test Material Units Silt Fence Silt Fence Value
Grab Strength ASTM D 4632 N (lbs)
Machine Direction 400 550 MARV
(90) (90)
X-Machine Direction 400 450 MARV
(go) (90)
Permittivity' ASTM D 4491 sec-1 0,05 0.05 MARV
Apparent Opening Size' ASTM D 4751 mm D.fiD 0.60 Max, ARV'
(US Sieve #) (30) (30)
% 70% after 70% after
Ultraviolet Stability ASTM D 4355 Retained 500h of exposure 500h of exposure Typical
Strength
' Silt Fence support shall consist of 14 gage steel wire with a mesh spacing of 150 mm (6 inches), or protabrlcated poomer mesh of
equivalent strength.
' These default values are based on empirical evidence with a variety of sediment. For environmentally sensitive areas, a review of
previous experience andlor site or regionally specific gaotaxtile lasts in accordance with Test Method D 5141 should be performed
by the agency to confirm suitability of these requirements.
a As measured in accordance with Test Method D 4632.
CONSTRUCTION
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics,
2. Ensure that the height of the sediment fence does not exceed 24 inches
above the ground surface. (Higher fences may impound'volumes of water
sufficient to cause failure of the structure.) .
3. Construct the filter fabric from a continuous roll cut to file length of the
barrier to avoid joints, When joints are necessary, securely fasten the filter
cloth only at a support post with 4 feet minimum overlap to the next post.
4. Support standard strength filter fabric by wire mesh fastened securely to
the upslope side of the posts. Extend the wire mesh support to the bottom of
the trench. Fasten the wire reinforcement, then fabric on the upslope side of
the fence post. Wire or plastic zip ties should have minimum 50 pound tensile
strength.
5. When a wire mesh support fence is used, space posts a maximum of 8 feet
apart. Support posts should be driven securely into the ground a minimum of
24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require wire
mesh support fence. Securely fasten the filter fabric directly to posts. Wire or
plastic zip ties should have minimum 50 pound tensile strength:
Rev. 6106 6.62.3

3
0
7. Excavate a trench approximately 4 inches wide and 8 inches deep along
the proposed line of posts and upslopc from the barrier (Figure 6.62a).
8, Place 12 inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence performance.
10. Do not attach filter fabric to existing trees.
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
Instead of excavating a trench, placing fabric and then backfilling trench,
sediment fence may be installed using specially designed equipment that
inserts the fabric into a cut sliced in the ground with a disc (Figure 6.62b).
Installation 1. The base of both end posts should be at least one foot higher than the
Specifications middle of the fence. Check with a level i f necessary.
2. Install posts 4 feet apart in critical areas and 6 feet apart on standard
applications.
3. Install posts 2 feet deep on the downstream side of the silt fence, and
as close as possible to the fabric, enabling posts to support the fabric from
upstream water pressure.
4. Install posts with the nipples facing away from the silt fabric.
5. Attach the fabric to each post with three ties, all spaced within the top 8
inches of the fabric. Attach each tie diagonally 45 degrees through the fabric,
with each puncture at least 1 inch vertically apart. Also, each tie should be
positioned to hang on a post nipple when tightened to prevent sagging.
6. Wrap approximately 6 inches of fabric around the end posts and secure
with 3 ties.
7. No more than 24 inches of a 36 inch fabric is allowed above ground
level.
8. The installation should be checked and corrected for any deviations before
compaction.
9. Compaction is vitally important for effective results. Compact the soil
immediately next to the silt fence fabric with the front wheel of the tractor,
skid steer, or roller exerting at least 60 pounds per square inch. Compact the
upstream side first, and then each side twice for a total of 4 trips.
6.62.4 Rev. 6/06

Steel
post
Practice Standards and Specifrcaliuns
8' max. standard strength fabric with wire fence
6' max. extra strencth fabric without wire fence
Plastic or
wire ties
Wire r` ''r7 18-24
fence 1 rr ,.'
hr
Natural
ground
8" down
'14'
forward along
24" the trench
Filter
fabric
Wire
fence
Cros5-Section
View
Filter
Steel fabric Backfill trench Natural
post / and compact ground
�horougitly
• 4'• Up64ope
. ; ' • min
8'
MM
•'
Figure 6.62a installation detail of a sediment Fence.
Rry. 5108 6.62.5

a
The Slicing Method
Paxling height POST SPACING;
m� , 24- 6� ' max. on open rtru
4' max. on pooling areas
Affmh fabdc !o
upstream side or post .I
FLOW —�
Drive over each side of s8t -� PMT f7FPTH'
fence 2 to 4 trmes with 2 feet
device exerting 60 p.s.i, or
greater ,
compacted soil compacted so",
No more than 24" of 36" fabr€c
is allowed above ground.
Roil of silt fence
Hoflzontol chisel polnt Sllcinq blade
Width}
Post
Installed
chef
compaction
Silt Fence
Cornpleted Instollallon
Vibratory plow is not acceptable because of horizontal compaction
Figure 6.62b Schematics for using the slicing method to install a sediment fence. Adapted from Silt Franca that Works
6.62.6 Rev. 646

Practice Standards and Specifications
Maintenance Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all renting materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
properly stabilized.
References ASTM D 6461— 99. "Standard Specification for Silt Fence Materials" ASTM
International. For referenced ASTM standards, visit the ASTM website,
www.astm.org, or contact ASTM Customer Service at [e-mail]. For
Annual Book of ASTM Standards volume information, refer to the standard's
Document Summary page on the ASTM website.
ASTM D 6462 — 03. "Standard Practice for Silt Fence Installation" ASTM
International. For referenced ASTM standards, visit the ASTM website,
www.astm.org, or contact ASTM Customer Service at [e-mail]. For
Annual Book ofASTM Standards volume information, refer to the standard's
Document Summary page on the ASTM website,
C. Joel Sprague, PE, Silt Fence Perfonnance Limits and Installation
Requirements. Sprague and Sprague Consulting Engineers and TRII
Environmental, Inc.
Carpenter Erosion Control. http://www.tomniy-sfin.com/
Kentucky Erosion prevention and Sediment Control Field Manual, 2004.
Runoff Control Measures
6.20, Temporary Diversions
Outlet Protection
6,41, Outlet Stabilization Structure
Appendix
8.03, Estimating Runoff
Rev. 6)06 6.62.7

Appendix B

Appendix B
Historical C&D Landfill Groundwater Sampling Reports
(Fall 2011 and Spring 2012)

Fall 2011 Semi -Annual Groundwater Sampling Report

Dare County C&D Landfill
Facility Permit No. 28-03
Semi -Annual Sampling Report
(August 2011 Sampling Event)
Dare County
Report
December 2011
�Y.9_7
U�
CAW
ri

Electronic Data - Email (
Doc/Event ft:
WC DENR - d I Environmental Monitoring
Division of Waste Management - Solid Waste
_ _ Reporting Form
Notice: This form and any information attached to It are "Public Records' as defined in NC General Statute 132.1. As such, these documents are
available for Inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each Individually monitored unit:
• Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 26 surface water standards. The notification
must Include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, aft -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(1).
• Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solld Waste:Monitorin--Data'.Submlttalanformation;
Name R entity submitting data (laboratory, consultant, facility owner):
Consultant - Camp Dresser & McKee
Contact for questions about data formatting. Include data preparers name, telephone number and E-mail address:
Name: Mathew F. Colone
E-mail: [e-mail]
Phone: [phone]
NC; Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit 4 (.0500 or .1600) October 20-24. 2006)
Dare County C&D Landrdl' 1603 Cub Road 26-03 .0500 August 22 & October 16,
Manns Harbor, NC 27953 2011
Environmental Status: (Check all that apply)
InitlaltBackground Monitoring X❑ Detection Monitoring Assessment Monitoring Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells
Groundwater monitoring data from private water supply wells El
Leachate monitoring data El
water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. II Includes a Hsi of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
Yes, a notification of values exceeding an explosive methane gas limit Is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
CertiflGatlOft; - -
o the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification Including the possibility of a fine and Imprisonment.
Mathew F. Colone Consultant [phone]
Facillhj Repr sentatiy� �°m tint) Title (Area Code) Telephone Number
JAI _Y[, a 121512011 Affix NC Licensed/ Professignal Geologist Seat
Signature Date
5400 Glenwood Ave, Suite 300. Raleigh, NC 27612
Facility Representative Address
IzrilII►;
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 612009
U
� �Zdl
� oL0G, / pia
O
11. 'l G ..\0'`

i '�l ,l 1ti1
5400 Glenwood Avenue, Suite 300
Raleigh, North Carolina 27612
tel: [phone]
fax: [phone]
December 5, 2011
Ms. Jaclynne Drummond
North Carolina Department of Environment and Natural Resources
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Subject: August 2011 Semi -Annual Monitoring Sampling Report
Dare County C&D Landfill
Facility Permit No. 28-03
Dear Ms. Drummond:
CDM, on behalf of Dare County, is submitting a copy of the August 2011 semi-annual sampling event
report. This letter report presents the results of the most recent semi-annual sampling event that was
completed at the Dare County C&D Landfill and constitutes the second semi-annual sampling event for
2011. The approved groundwater monitoring network consists of 13 wells (MW-1, -2, -3, -8, -9, -10, -11,
-12, -13, -14, -15, -16, and -17) and 3 surface water sampling locations (SW-1, -2, and —3). Field activities
and sampling results for all wells and surface water sampling locations are discussed below.
Field Activities
Groundwater and surface water samples from the Dare County C&D Landfill were collected on August
22 and October 18, 2011 by Environment One, Inc. Groundwater elevations were measured at each well
prior to sampling and are presented in Table 1. These groundwater elevations were used to construct a
potentiometric surface map for this sampling event. The potentiometric contours and sampling
locations are presented on Figure 1. Prior to sampling each well was measured in the field for pH,
conductivity, temperature, and total dissolved solids. The water quality parameters at the time of
sampling are also presented in Table I.
Sampling Results
Environment One, Inc. in Greenville, North Carolina analyzed groundwater samples for the North
Carolina Appendix I volatile organic compounds (VOC's), metals, and select inorganics. in accordance
with Solid Waste Section guidelines the analytical results were reported to the laboratory specific
method detection limit (MDL) and are quantifiable at or below Solid Waste Section Limits (SWSLs). All
monitoring wells and surface water sample locations for the C&D Landfill had detections of analytes
above the MDL with a majority of the detections below SWSLs. These detections were qualified as
estimated or "J" flags.
V:`,Oarw_CauntV-17i52SC&fl Seml•Annnal GYl iamphn(Ntlrummand l dw�
consulting. engineering -construction •operations

�.If
Ms. Jaclynne Drummond
December 5, 2011
Page 2
The following list indicates the analytes detected above the MDL at each sampling location. No "J" flag
detections.are provided. Underlined analytes exceeded the North Carolina 2L Standard (2L),
Groundwater Protection Standard, or the North Carolina Surface Water Standards for Class C Waters
(213). A complete summary of all detected and estimated concentrations for the August 2011 sampling
events is provided in Table 2. Copies of the laboratory reports are provided in Appendix A. Please note
that SW-1 and SW-3 are referred to as "Upstream" and "Downstream" in the laboratory report.
MW-1
Inorganics:
Metals:
Volatile Organic Compounds:
MW-2
Inorganics:
Metals:
Volatile Organic Compounds
MW-3
Inorganics:
Metals:
Volatile Organic Compounds
MW-8
Inorganics:
Metals:
Volatile Organic Compounds
MW-9
Inorganics:
Metals:
Volatile Organic Compounds
MW-10
Inorganics:
Metals:
Volatile Organic Compounds
Chloride
Iron, Manganese
None Detected
Chloride
Iron, Manganese
None Detected
Chloride
Iron, Manganese
None Detected
Chloride
Barium, Iron, Manganese
None Detected
Chloride
Arsenic, Iron, Manganese, Zinc
None Detected
Chloride, Sulfate
Iron, Manganese
None Detected
F:�Dar. CauntyF755AMD Sanii•Annual 6W Sampnnd\0rummond Idoag

Ms. Jaclynne Drummond
December 5, 2011
Page 3
M W-11
Inorganics:
Metals:
Volatile Organic Compounds:
MW-12
Inorganics:
Metals:
Volatile Organic Compounds:
MW-13
Inorganics:
Metals:
Volatile Organic Compounds:
MW-14
inorganics:
Metals:
Volatile Organic Compounds:
MW-15
Inorganics:
Metals:
Volatile Organic Compounds:
MW-16
Inorganics:
Metals:
Volatile Organic Compounds
MW-17
Inorganics:
Metals:
Volatile Organic Compounds:
Chloride, Sulfate
Iron, Manganese
None Detected
Chloride
Iron, Manganese
None Detected
Chloride
Iron, Manganese
None Detected
Chloride
Arsenic, Iron, Manganese
None Detected
Chloride
Arsenic, Iron, Manganese, line
None Detected
Chloride
Barium, Iron, Manganese
Bone Detected
Chloride, Sulfate
Arsenic, Beryllium, Iron, Manganese, Zinc
None Detected
P:\Dvo_County-17952\UD Sami•Annual GW Sampling\Drummandl.doo

Ms. Jaclynne Drummond
December 5, 2011
Page 4
SW-1
Inorganics: Chloride.
Metals: Manganese
Volatile Organic Compounds: None Detected
SIN-2
Inorganics: Chloride
Metals: Iron, Lead, Manganese
Volatile Organic Compounds: None Detected
SW-3
Inorganics: Chloride
Metals: Manganese
Volatile Organic Compounds: None Detected
"J" flags were not included in the previous list, but several locations had "J" flag detections that
exceeded the standards. The "J" flag constituents above the standards along with their locations are
listed below. �-
Cobalt: MW-9, MW-15, MW-17
Selenium: SW-2, SW-3
Vanadium: MW-1, MW-2, MW-3, MW-8, MW-9, MW-10, MW-11, MW-12, MW-13, MW-14,
MW-15, MW-16, MW-17
CDM will monitor future analytical results to determine if any trend appears and -Dare County will
continue with the semi-annual groundwater monitoring program.
If you have any questions or require further explanation, do not hesitate to tali me at [phone].
Very truly yours,
OJ L
Mathew F. Colone, P.G.
Camp Dresser & McKee
cc: Edward Mann, Dare County
P:SUaFe Ccuniy-179UdC USenu•4nnua$GW iampfing`fhummmdIAnu

os•••••••••••o•••eeeeeee•ee•eeee®•ee®e®©a®®®
Table 1
Water Quality Field Parameters
Augsut 2011 Semi -Annual Sampling Event
Dare County C&D Landfill
Water Quality Parameters
Groundwater Elevations
Facility Permit
Number
Monitoring Well I.D.
pH
Conductivity
(US/Cm)
Temperature
(deg.C)
TDS
(mg/L)
TOC Elevation
(feet AMSL)
Depth to
Groundwater
(feet)
Groundwater
Elevation
(feet AMSL)
28-03
MW-1
6.40
2,090
20
2,140
1.61
3.54
-1.93
28-03
MW-2
6.60
725
20
553
1.55
4.61
-3.06
28-03
MW-3
6.60
703
21
516
1.74
5.33
-3.59
28-03
MW-8
6.10
5,073
21
4,530
2.90
3.35
-0.45
28-03
MW-9
5.00
430
23
435
4.99
8.26
-3.27
28-03
MW-10
5.60
1,142
22
1,280
2.87
6.4
-3.53
28-03
MW-11
5.70
740
21
589
3.56
6.27
-2.71
28-03
MW-12
6.30
534
20
391
2.80
5.65
-2.85
28-03
MW-13
6.60
659
19
453
2.96
3.92
-0.96
28-03
MW-14
6.00
524
19
298
2.96
4.02
-1.06
28-03
MW-15
7.00
540
19
323
3.17
4.71
-1.54
28-03
MW-16
6.10
6,560
21
5,080
5.56
5.31
0.25
28-03
MW-17
4.70
598
1 21
43
2.85
4.36
Surface Water Sampling
Locations
28-03
SWA
7.601
1,330
1 30
1 979
28-03
SW-2
6.60
3,150
21
2,110
28-03
SW-3
7.201
2,054
30
2,040
Notes:
1. mg/L - milligrams per liter
2. uS - Microsiemens
3. TDS - Total Dissolved Solids
4. AMSL - Above Mean Sea Level
5. TOC - Top of Casing
cm Page 1 of 1 December 20111Table 1.xlsx

Table 2a
Detected Groundwater Constituents - Metals, Volatile Organic Compounds, and Inorganics
August 2011 Semi -Annual Sampling Event
Dare County C&D Landfill
Metals
volatile Organic Com ounds
Inorganics
Facility
c
�-'
E
?
o
m
�`
'e
3
- `a
E.-
c
°c
m
a
c
c
E
E
Parrott
Monitor
Sample
Ec
=
_
ro
o
a
c
m
c
m
?
n
H
Oc
a
e
o
Number
Well1D
bate
4
m
m
T
m
a
�'
a
-
1
@
f
z
N
rn
� -
c
N
$
4
m
m
`o
`o
o
-
v
0
A
U
_
-
a°
U
V
U
<
U
N
NorthCarolina 2L Standard
1'
10
700
2
10
1 V
11,000
NS
15
NS
I
1 100
20
20
1 0.2-
,1
1,000
6.0001
1
700
50
3
600
1 NS
NS
250
Solid aste Section
Limit
6V58JJ
100
10
10
3
50
0.
50
o
0
5.5
25
10
00
00
3
1
1
5
25
28-03
MW-1
22-Aug-11
48.1J
0.10J1.6J
0.57J
2.5J
46.050
O.60J
552
2.5J
7.3.1
�r3,0JA
3.9J
239
1.070
58.8J
28-03
1
22-Aug-11
7.8J
0.14J
0.72J
16,160
0.061
282
1.2J
0.26J
.. t4J-,
2.0J
388
39
2&03
1
22-Aug-11
13.W
0.11J
rD1
0.183
0.72J
25,400
0.08J
355
1.2J
�� AJi:
3.6J
391
35
12.1J
26-03
1
22-Aug-11
253
0.74J4.5J
0,121
7.7J
31,125
0.11J
101
1.31
0.05J
��6:4Jb
3.1J
128
2.724
213J
2&03
MW-9
22-Aug-11
35.8J
D.18J
B.SJ
5.63
2.83
194.750
2.6J
162
7.1J
1.OJ
0.12J
i.9.4Jp
47
38
12
194J
28-03
MW-10
22-Rug-11
0.26J
63.iJ
0.221
3.9J
O.S1J
1.3J
116.250
1.0J
567
2.3J
11.1.1
0.05J
,7.5J:
5.3J
209
34
626
28-03
MW-11
22-Aug-11
1.7J
50.1J
0.07J
1 0.10.1
2.1J
1
1.3.1
18,860
i.4J
257
1.5J
0.41J
OABJ
:•3.8Js
5.6J
93
47
257
21
MW-12
22-Aug-11
5.5J
59.8J
0.10J
0.07J
1.2J
0.54J
O.S5J
26,700
0.74J
579
2.3J
0.34J
0.03J
� 3.7Ja
1
209
51
28-03
MW-13
18-Oct-11
2.7J
30.OJ
0.10J
0.11J
2.5J
D.5gJ
0.78J
21,1D0
0.51J
2672
1.31
0.591
0.031
^.2.BJ'
4.9J
296
43
7.9J
28-03
MW-74
1&Oct-11
33
76.BJ
0.54J
0-26J
8.2J
0.40J
0.57J
74,700
0.63J
168
1.01
0.501
,i2.OJ
3.5J
243
36
2"3
MW-15
18-0ct-11
13
43.OJ
0.26.1
0.23J
3.53
1.3J
1.6J
43,025
2.1J
292
2.7J
0.28J
0.05J
4.7J-�
354
191
29
31
28-03
MW-16
16-Oct-11
0.15J
3.7J
278
0.46J
3.9J
0.38J
7.6J
29.425
0.22J
89
2.11
5.5J:
3.7J
154
3,D99
207J
28-03
-17
18 ct-11
30
63.5J0.33
1.4J
1.8
194
.9
1J
.3
957
19
Notes:
Metal and Volatile Organic Compound units are in micrograms per liter (parts per billion).
Inorganic units are in milligrams per liter (parts per million}.
'-Groundwater Protection Standard
rN^S-- No Standard
Concentration exceeds NO 2L Groundwater Standards
Blank cells indicate analyte was not detected _
J - Indicates the anaiybcal result is an estimated concentration between the method detection limit and the Solid Waste Section Reporting Limit (SWSL)
N
♦
Page 1 of 2
December 2011%Table 2.xlsx

••••••••••••••••••••e®eee®®eeeeeeee®e®ee®oe®
Table 2b
Detected Surface Water Constituents - Metals, Volatile Organic Compounds, and Inorganics
August 2011 Semi -Annual Sampling Event
Dare County C&D Landfill
Metals
Volatile Organic Compounds
Inor anics
Facility
3
0
3
m
c
m
-....-�
o
.c --
°c
'.:��
r$
e
c
c
Permit
Location
Sample
o
E
=
'-
E
a
p
n
c
o
v
m
em
..�
�.
m:
m`
a
R
v
_,.c
e
N
m-.._
'a
E
Number
date
Q
to
@
m
U
L
U
U
J
c
f
=
in
U)..q
Q
-m
o
O
.�
C
o
y'
Q
U;
u1
North Carolina 2B Standard
10•
0"
1,o00
6.5
2
50
:NS
9•'
1,000"
25 -
1,200,
0.012
" 8`a
. - 5rr`
0.06-•
; NS-
,:: NS-•
50-
'-INS'
51
`: 488,
-�NSiz
488�!
11 -
=NS"M!�,So
i aste ection Limit
0
10
100
1
10
10
10
300
10
50 -
0.2
50
10
10
5.5
25
10
100
1
3
1
1
1
2"3
SW-1
22-Aug-112.81
23.7J
0.17J
0.54J
1AJ
274J
0.19J
.•.635;:
2.5J
2.0
2.9J
2.4J
214
2"3
SW-2
18-Oct-11
0.21J
3.5J
53.3J
0.70J
0.74J
33J
2,396
13
153
2.7J
.,7,4Js
0.94J
9.4J
912"3
SW-3
22-Aug-11
4.SJ
44.iJ
0.53J
0.91
33J
1,142
2.8J
106
3.2J
.6.3Ja
3.2J
5.2J
178
Notes:
Metal and Volatile organic Compound units are in micrograms per liter (parts per billion).
Inorganic units are in milligrams per liter (parts per million) -
Standards obtained from section 15A NCAC 02B .0211 Fresh Surface Water Quality Standards for Class C Waters
NS - No Standard
��- Concentrations exceeds NC2B Standards for Class C Waters
- Blank cells indicate analyze was not detected
- Human Health Standard
" - Action Level Standard
J - Indicates the analytical result is an estimated concentration between the Method detection Limit and the Solid Waste Section Reporting Limit.
CM Page 2 of 2 December 2011\Table 2.xlsx

Appendix A

NEAF(OMEW 1, kospnNd
ID#: 6051
DARE COUNTY (C&D
SITE)
MR. EDWARD L. MANN
DAR$ CO. PUBLIC
WORKS
DATE COLLECTED:
08/22/11
P.O. BOX 1000
DATE REPORTED :
09/09/11
MANTEO .NC 27954
REVIEWED
BY: /
Upstream Downstream
MW-1
NW-2
HW-3
Analyais
Method
PARANCTBRS
MDL
SW9L
Date Analyst
Code
PM (field measurement:), Unite
-1.4
1.2
6,4
6.6
6.6
08/22/11
RJH
SM4500H8
Total Alkalinity, mg/l
1.D
1.0
214
178
239
300
391
08/23/11
Tkh
SM2320B
Chlorid0, mg/L
5.0
5.0
392
965
107D
39
35
08/23/11
i1LD
SM45DO-CLB
Total Diaeolved Residue, mg/l
1.0
1.0
979
2040
214D
5S3
516
08/24/11
Mel.
514254OC
Sulfate, ng/l
5.0
250.0
76.317
117 J
50,0 J
--- U
12.1 J
08/23/Il
TRB
SM426C
Antimony, ug/l
0.14
6.0
--- U
--- U
08/3I/11
CMr
HPA709.6
Antimony, ug/l
0.14
6.D
--- U
--- U
--- V
OB/24/11
CMF
SPA200.8
Arsenic, ug/1
0.10
10.D
2,0J
4.5J
08/31/11
CHF
9PA200.8
Arsenic, ug/l
0.10
10.0
2.1 J
0.21 J
0,10 J
09/24/11
CMF
EPA200.8
Barium, ug/1
0.02
100.0
23.7 J
44.1 J
08/31/11
CMF
EPA2DD.0
Barium, ug/l
0.02
100.0
49.1 J
7.8 J
13.0 J
09/74/11
CMF
RPA700.8
Beryllium, ug/1
0.02
1.0
--- U
--- U
08/31/11
CMF
VPA20D.8
Beryllium, ug/l
0.02
110
0.10.7
--- U
0.11 J
09/24/11
CMF
SPA200.8
Cadmium, ug/1
0.02
1.0
--- 0
--- U
09/31/11
CMP
EPA800.8
Cadmium, ug/l
0.02
1.0
--- 11
--- V
0.04 J
09/24/11
CMF
8PA200,8
Cobalt, ug/l
0.03
10.0
0,54 J
0.93 J
08/31/11
CMF
1iPA20D.0
Cobalt, ug/1
0.03
10.0
0.57 J
0.14 J
0.10 J
06/24/11
CMF
SPA20D.B
Copper, ug/1
0.02
10,0
1.4 J
3.3 J
00/31/11
CMr
9PA20D.8
Copper, u9/1
0.02
10.0
2.5J
.0.72 J
0.72 J
09/24/11
CMF
F;PA200.0
Total Chromium, ug/l
D.04
10.0
0.17 J
0.53 J
08/31/11
CMF
1-.PA200.8
Total Chron Lum, ug/1
0.04
10.0
1,G J
--- U
--- U
08/24/11
'CMP
11PA200.9
Iron, ug/l
15.9
300.0
274 J
1142
46050
16160
2540D
09/01/11
AU»
SM3111H
Manganese, ug/1
0,61
50.0
635
106
08/29/11
LFJ
EPA200.7
Munganeuo, ug/1
0,61
50.0
552
262
3S5
08/26/11
LFJ
EPA2DO.'1
Load, ug/l
0.02
10.0
0.1R1
2,8J
08/31/11
CMr
EPA200.0
Load, ug/1
D.D2
10.0
0.60a
0.06 J
0.00 J
08/24/11
CMF
RPA200.8
Mercury, ug/1
0.05
0.20
--- ❑
--- u
08/31/11
CMF
F:PA200.0
Mercury, ug/1
0.05
0.2D
--- U
--- U
--- U
00/24/11
CHP
EPA200.8
Nickel, ug/1
0.04
50.D
2.5,7
3.2a
08/31/11
Cm?
EPA200.6
Nickel, ug/1
0.04
50.D
2.5J
1,2,7
1.2J
08/24/11
CHF
EPA200,0
Selenium, ug/1
0.20
lD.D
2.DJ
6.3J
00/31/11
CMP
EPA200.6
Selenium, 1,9/1
0.20
10.D
7,3 J
Q.26J
--- U
08/24/11
CHP
15PA2C0.8
silver, Uy/1
0.02
10.D
--- V
--- V
08/31/11
CMF
LPA200.8
Silver, ug/l
0.02
10.D
--- U
--- U
--- U
08/24/11
CHr
FYA200.6
Thallium, ug/1
D.02
5.5
--- U
--- U
00/31/11
CMF
ePA200.0
Thallium, Ug/l
0.02
5.5
--- D
--- U
--- U
001241ll
CMF
EPA200.0
Vanadium, ug/l
0.14
25.D
2,9J
3.27
00/31/11
CHF
RPh2Do.a
Vanadium, ug/l
0.14
25.0
3.0J
1.4 J
1.1 J
00/24/)7
CMF
ePA200.0
Zinc, ug/l
0,24
10.0
2,41
5.21
00/31/11
CHF
EPA200.0
Zinc, ug/l
0.24
10.0
3.9 J
2.0J
3.6 Jr
00/24/11
CHF
F,PA200.0
Conductivity (at 25c), uMhos
1.0
1.D
1330
2 05 4
2090
725
703
08/22/11
AJH
S14251011
Temperature, •C
30
30
20
20
21
08/22/11
RJ11
SM255011
Static water Level, feet
3.54
4.61
5.33
08/22/11
RON
Well Depth, feet
20.35
20.97
19.95
00/22/)1
RJ1I
J . Between MUI. and 9HS4, U . Below ALL Quanititation Limits,

0
ruAron[d inq `d, hcoFpwn- Iod
DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTRO ,NC 27954
PARAMaTSRS
PH (field measurement), Units
Total Alkalinity, mg/1
Chloride, mg/1
Total Dissolved Residua, mg/1
Sulfate, mg/l
Antimony, ug/1
Arsenic, ug/1
Arsenic, ug/1
Barium, ug/l
Beryllium, ug/1
Cadmium, ug/1
Cobalt, u9/1
Copper, ug/l
Total Chromium, ug/1
iron, ug/l
MangnghNC, ug/1
bead, ug/l
Mercury, ug/1
Nickel, ug/1
Selenium, ug/1
Selenium, ug/1
Silver, uq/1
Thallium, ug/l
Vanadiun, ug/1
Zinc, uq/1
Conductivity (at 25c), uMhos
Temperature, °C
Static Water Level, feat
Woll Depth, feet
MW-e
MDL SWSL
ID##: 6051
DATE COLLECTED: 06/22/11
DATE REPORTED : 09/09/11
REVIEWED BY:
MW-9 MW-10 MW-11 MW-12 Analyaie McLbod
Elate Analyst Code
6.1
5.0
5.6
5.7
6.3
08/22/11
RJH
SM4500HB
1.0
1.0
178
38
209
93
209
08/23/11
TAB
SH23200
5.0
5.0
2724
12
34
41
53
08/23/11
HLH
SM4500-CL11
1.0
1.0
453D
435
1200
589
392
08/24/11
MEL
2IM2540C
5.0
250.0
213 Jr
194 J
626
257
--- U
OB/23/11
TRH
SM426C
0.14
6.0
--- 0
--- D
0.26 J
--- U
--- U
08/31/12
CMP
P.PA200.8
0.10
20.0
4.2 J
5.8J
00/31/11
CMP
FPA200.6
0.10
10.0
21
1.7J
5.5J
09/06/11
CMP
SM3113A
0.02
100.0
253
35.0 J
63.1J
50.1 J
59.0 J
00/31/11
CMP
FPA200.8
0.02
2.0
0.74 J
0.1E J
8.22 J
Vol J
0.lD J
08/33/11
CMP
EPA200.0
0.02
3.0
--- U
0,16 J
0.11 J
0.10 J
0.07,7
00/31/11
CMP
FPA200.8
0.03
10.0
0.121
5.6,7
0.51 J
0.74 J
0.54 J
08/31/11
CMP
FPA200.8
0.02
10.0
7.7 J
2.8 J
1.3 J
1,3 J
0.85 J
08/31/11
CMP
EPA200.8
0.04
10.0
4.5 J
6.1J
3.9 J
2.1 J
1.2 J
08/31/11
CMP
EPA200.8
15.9
300.0
31125
194750
116250
18800
26700
09/01/11
ADD
SM3111H
0.61
50.0
101
162
537
257
579
06/26/11
LFa
EPA200.7
0.02
10.0
0.11 J
2.6J
1.00 J
1.4 J
0.74 J
D8/31/11
CMP
EPA200.8
0.0-4
0.20
--,- U
--- U
--- 0
---- U
--- U
08/31/11
CMP
SPA200.0
D.04
Solo
1.3J
7.1a
2.30
1.51
2.3 J
09/31/11
CMP
EPA200.0
D.20
10.0
--- U
09/D7/11
CMP
6M31130
5.20
10.0
1.0 J
1.1 J
0.41 J
0.34 J
08/31/11
CMP
EPA 2DO.8
0.02
10.0
--- 0
--- U
--- U
--- U
--- U
00/31/11
CMP
FPA200.9
0.02
5.5
0.05 J
0.12 J
D,05 J
0.09 J
0.03 J
08/31/11
CMP
FPA200.8
0.14
25.0
8.4 J
9.4 J
7.5 J
3.6 J
3.7 J
D8/31/11
CMP
BPA200.8
0.24
10.0
3.1 J
47
S.3J
5.6 J
6.5J
D8/31/11
CMP
RPA200.8
l.0
1.0
5013
430
1142
740
534
08/22/11
RJH
SM2510H
21
23
22
21
20
08/22/11
RJH
SM25SOR
3.35
8.26
6.40
6.27
5.65
08/22/11
RJH
19.17
22.75
21.97
20.42
22. 65
06/22/13
Rill
J .. Between MOL and SWSL, U - Below ALL QUanititation Limits.

CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L . MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTXNC954
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID; 6051
ANALYST: MAO
DATE COLLECTED: 08/22/11 Pager 1
DATE REPORTED: 09/09/11
PARAM19TRRS, Uy/l
Date
MDL
Analyzed
SKAL
OB/23/11
Upetream
08/23/11
Downstream
08/24/11
MW-1
00/23/11
MW-2
06/25/11
MW-3
1,
Chloromothano
0.77
1.0
---
U
---
U
---
u
---
❑
---
U
2.
Vinyl Chloride
0.63
1,D
---
D
---
U
---
u
---
u
---
u
3.
Bromomethane
0,67
10.0
---
❑
---
0
---
U
---
u
---
0
4.
chlaruathene
0.48
10.0
---
U
---
U
---
u
---
u
-
U
5.
Triuhlorotluoromethane
0.24
1.0
---
❑
---
U
---
u
---
U
---
U
6.
1,1-Dichloroethene
0.17
5.0
---
U
---
u
---
U
---
U
---
D
7,
AucL Unu
9.06
100.0
---
U
---
u
---
u
---
❑
---
u
8.
lodomethane
0,26
10.0
---
u
---
u
---
a
---
a
---
U
9.
Carbon Diaulfido
0.23
100.0
---
u
---
u
---
u
---
u
---
u
10.
Methylone Chloride
0,64
1.0
---
u
---
❑
---
U
---
❑
---
U
11.
trann-1,2-Dichloroethene
0.23
5.0
---
❑
---
0
---
u
---
u
--•
v
12.
1,1-Dichloreethene
0.20
5.0
---
U
---
u
---
U
---
U
---
v
13.
Vinyl Acetate
0.20
50.0
---
U
-.-
u
---
U
---
u
---
u
14.
Cia-1,2-Dichloroothene
0.25
5.0
---
u
---
u
---
U
---
D
---
u
15,
2-Outanone
2.21
100.0
---
U
---
.0
---
U
---
U
---
V
16.
11romochloronethane
0.27
3.0
---
u
---
v
---
u
---
u
•--
u
1'/.
Chloroform
0.25
5.0
---
U
---
0
---
u
---
a
---
v
10.
1,1,1-Trichloraethene
0.19
1.0
---
U
---
u
---
a
---
u
---
u
19.
Carbon Tetrachloride
0.22
1.0
---
U
---
0
---
u
---
u
--
u
20.
Benaunu
0.24
1.0
---
u
---
u
---
U
---
U
-•-
U
21.
1,2-Wehloroethane
0.27
1,0
---
U
---
11
---
U
---
U
---
v
22.
Trichloroetheno
0.23
1.0
---
U
---
U
---
U
---
U
---
V
23.
1,2-1)ichloropropane
0.21
1.0
---
❑
---
u
---
U
---
u
-•-
u
24.
0romodichloromethane
0.21
1.0
---
U
---
U
---
U
---
U
---
u
25.
Cio-1,3-oichloropropeno
0.24
1.0
---
U
---
u
---
U
---
U
---
U
26.
4-Nothyl-2-Pentanone
1.19
100.0
---
❑
---
U
---
U
---
u
---
U
27.
Toluene
0.23
1.0
---
U
---
u
---
U
---
U
---
U
20.
tr.ano-1,3-nichloroprupano
0.2E
1.0
---
U
---
u
---
❑
---
v
---
u
29.
1,1,2-Trichloroethena
0.25
1.0
---
U
---
U
---
u
---
U
---
U
30.
Tetrachloroathane
0.17
1.0
---
U
---
D
---
u
---
U
---
u
I
31.
7-1lexanone
1.57
50.0
---
U
---
u
---
u
---
U
---
u
32.
111bromochlaromethann
0.24
3.0
---
U
---
❑
---
u
---
u
---
U
33.
1,2-Dibromoethene
0.26
1.0
---
u
---
U
---
u
---
U
---
u
34.
Chlorobenzeno
0.30
3.0
---
u
---
u
---
U
---
u
---
U
35.
1,1,1.2-Totrachloroethane
0.22
5.0
---
U
---
u
---
u
---
u
---
U
36,
Rthylbenzene
0.21
1.0
---
U
---
❑
---
u
---
u
---
U
37•
%ylonea
0.68
5.0
---
U
---
❑
---
U
---
u
---
❑
30.
Dibromomothane
0.2E
10.0
---
u
---
u
---
0
---
u
---
u
39.
styrene
0.19
1.0
---
U
---
❑
---
u
_-
u
---
u
40,
arumol'orm
0.20
3.0
---
U
---
u
---
u
---
U
---
U
41.
1,1,2,2-'retrmchloroethano
0.26
3.0
---
U
---
u
---
u
---
u
---
u
42.
1,2,3-Trichloropropene
0.43
1.0
---
u
---
v
•--
U
---
U
---
u
43.
1,4-Dichlorobenzene
0.39
1.0
---
U
---
U
---
u
---
U
---
u
44.
1,2-Dichlorobenzerie
0.37
$.0
---
U
---
U
---
U
---
u
---
u
45.
1,7-Dibromo-3-ebloropropane
0.34
13.0
---
U
---
u
---
u
---
u
---
U
46.
Acrylonitrile
2.72
200.0
---
U
---
u
---
u
---
❑
---
u
47.
trans-1,4-Dichloro-2-Butene
0.42
100.0
---
u
---
U
---
a
---
❑
---
u
J . Between MOL and SWSL, V o Below ALL Quanititation Limite.

�mwkouflm@ if too hampumifto
CLIENT: DARE COUNTY (CAD SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO, NC 7954
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID: 6051
ANALYST: MAO
DATE COLLECTED: 08/22/11 Page: 2
DATE REPORTED: 09/09/11
Date Analysed
O0/23/11
08/23/11
O8/24/11
O8/23/11
OB/25/11
upstream
Downstreal7
MW-1
m??-2
MW-3
PARAMETERS, u9/1 MD1. &WSL
48, Tetrahydroturan
0.39
1.0
--- D
--- u
--- u
--- u
--- U
1 - BatWeen HDL and 9W9L, U . uulox ALL 4uanititation Llmita. 10

CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTRO, Ng A7954
REVIEWED BY;
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID; 6051
ANALYST: MAO
DATE COLLECTED: 03/22/11 Page: 3
DATE REPORTED: 09/09/11
PARAMETERS, ug/1
Data
MDL
Analyzed
SWS1-
D8/25/11
14W-8
oB/25/13
KW-9
08/25/11
MW-10
06/25/11
MW-11
UB/25/il
MW-12
1.
Chloromethalle
0.77
1.D
---
❑
---
u
---
Q
---
V
---
u
2.
Vinyl Chloride
0.63
1.0
---
u
---
u
---
u
---
v
---
U
3.
BrOmpmethane
0.67
10.0
---
U
.--
v
---
u
---
U
---
u
4.
Chloroethene
0.40
10.0
--,-
u
---
u
---
u
---
a
---
u
S.
Trichlorofluaromethnne
0.24
1.0
---
U
---
u
---
v
---
U
---
u
6.
1,1-Dichloroethone
0.17
S.D
---
V
---
u
---
v
---
v
---
u
7.
Acutonc
9.06
100.0
---
u
---
U
---
v
---
U
---
V
B.
lodumetheno
0.26
10.0
---
V
---
U
---
u
---
u
---
u
9.
Carbon Dieulfido
0.23
100.D
---
V
---
U
---
tr
---
u
---
❑
10.
1lcthylone Chloride
0.64
1.0
---
❑
---
❑
-•-
Q
---
U
---
u
11.
trans-1,2-Dlchlorocthene
0.23
5.0
---
u
- ---
u
---
Q
---
u
---
u
12.
1,1-Dlchlorocthene
0,2D
5.0
---
D
---
V
---
u
---
v
---
u
13.
Vinyl Acetate
0.20
50.0
---
U
---
U
---
U
---
U
---
u
14.
Cia-1,2-Dlchlcrocthene
0.25
5.0
---
D
---
U
---
U
---
u
---
u
15.
2-11utanone
2.21
100.
---
v
---u
---
❑
❑
16.
BrQMDChloromethane
0.27
3.0
---
❑
---
u
---
U
•--
0
---
U
17.
Chloroform
0.25
5.0
---
U
---
U
---
v
---
u
---
U
16.
1,1,1-Trichlcraathane
0.19
1.0
---
D
---
D
---
U
---
v
---
u
19.
Carbon Tetrachloride
0.22
1.0
---
U
---
u
---
u
---
u
---
❑
20.
Benzene
0.24
1.0
---
D
---
u
---
u
---
u
---
u
21.
1,2-Dichloroethane
0.27
1.0
---
u
---
Q
---
❑
---
u
---
u
22.
Trichloroethene
0.23
1.0
---
U
---
v
---
U
---
v
---
u
23.
1.2-Dichloropropene
0.21
1.0
---
Q
---
v
---
U
---
v
---
U
24,
Bromodichloromethsne
0.21
1.0
---
v
---
u
---
u
---
❑
---
u
25.
Cia-1.3-Dichloropropena
0.24
1.0
---
u
---
V
---
U
---
u
---
u
26.
4-Methyl-2-Pantanane
1.19
100.0
---
u
---
U
---
U
---
U
---
u
27.
Toluene
0.23
1.0
---
U
---
U
---
u
---
u
---
U
26.
trans-1,3-Dichloropropeno
0.29
1.0
---
u
---
U
---
U
---
Q
---
u
29.
1,1,2-Trichloroathano
0.25
1.0
---
❑
---
U
---
Q
---
u
---
❑
30.
Tetrachloroethene
0.17
1.0
---
u
---
u
---
U
---
U
---
0
31.
2-nexanone
1.57
50.0
---
U
---
u
•-•
a
---
a
---
❑
37.
Di bromochlpromathann
0.24
3.0
---
❑
---
1l
---
U
---
V
---
v
33,
1,2-Dibromoalhanc
0.26
110
---
u
---
v
---
u
---
u
---
u
34.
Chlurobenzene
0.30
3.0
---
u
---
u
---
u
---
u
---
u
35.
1.1,1,2-Tetrachlarcethane
0.22
5.0
---
U
---
u
---
U
-;-
U
---
U
36,
Ethylbenxene
0.21
1.0
---
v
---
U
---
U
---
U
---
u
37.
Xytones
0.68
5.0
---
u
---
U
---
u
---
U
---
u
3B.
Dibromomethane
D.28
10.0
---
U
---
v
---
u
---
u
---
u
39.
Styrene
0.19
1.0
---
U
---
U
---
U
---
u
---
u
40.
Brumofurm
0.20
3.0
---
❑
---
u
---
u
---
U
---
u
41.
1,1.2,2-Tetrachlorosthane
0.26
3.0
---
u
---
U
---
u
---
U
---
u
42.
1,2,3-TriChloropropane
0.43
1.0
---
U
---
u
---
U
---
v
---
u
43.
1,4-Dichlorobenzene
0.39
1.0
---
U
---
v
---
u
---
U
---
u
44.
1,2-Dichlorobenzene
0.32
5,0
---
u
---
u
---
U
---
U
---
u
45.
1,2-Dibromu-3-Chluropropane
0.34
13.0
---
u
---
v
---
U
---
u
---
U
46.
Acrylonitrile
2.72
20D.0
---
U
----
v
---
U
---
0
---
u
17,
trans-1,4-Dichloro-2-Butene
0.42
100.0
---
u
---
u
---
a
---
❑
---
U
J a Botweon MDL and SW8L, U . Below ALL 0uanititation LSmita.

711
Eld'romoonq� % howpo@No
CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
KANTEO, NC, ?}/ 9 59
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID: 6051
ANALYST: MAO
DATE COLLECTED: 08/22/11 Page: 9
DATE REPORTED: 09/09/11
Date Analyzed
08/25/11
06/25/11
08/25/11
00/25/11
00/25/11
Hw-B
Kw-9
Mw-10
NW-11
MW-12
PAAAH6TERS, ug/l Y.DL SWSL
98. Tetrahydroluran
0.59
1.0
--- 9
--- U
--- u
--- D
--- U
J R BQtWePn MDL end SWSL, Q .. Balow ALL Quanititation Limits.

0
0
0
0
0
0
0
0
0
0
0
0
0
•
•
•
•
•
•
MIMPmNE&W 1, 1 flagrP M 'd
CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO, NVF.27954
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID: 6051
ANALYST: MAO
DATE COLLECTED: 08/22/11 Page: 5
DATE REPORTED; 09/09/11
PARAMETERS, ug/1
Date
I411L
Analyzad
SWSL
09/25/11
Trip
Blank
3.
Chloromathano
D.77
1.D
---
u
2.
vinyl Chloride
D.63
1.D
---
u
3.
Bromomelhane
D.67
10.0
---
0
4.
Chloroothane
D.48
10.0
---
0
5.
Trichlorofluoromethane
0.24
1.0
---
u
6.
1,1-Dichloroothene
D.17
5.0
---
u
7.
Acetone
9.06
100.0
---
u
8.
Iodomethons
D.26
10.0
---
V
9.
Carbon Aioulfids
0.23
100.0
---
u
10.
methylene Chloride
0.64
1.0
---
u
11.
trana-1,2-Dlchloroethene
0.23
5.0
---
0
12.
1.1-nichloroethana
0.20
5.0
---
0
23,
Vinyl Acecate
0.20
50.0
---
0
14.
cis-1,2-Diohloroothone
0.25
5.0
---
D
15.
2-But8nonu
2.21
100.0
---
0
16.
Bromochloromethano
0.27
3.0
---
0
17.
Chloroform
0.25
5.0
---
u
la.
1,1.1-Trichloroothane
0.19
1.0
---
u
19,
Carbon Totrachlorids
0.22
1.0
---
u
20.
Bonzena
0.24
1.0
---
u
21.
1,2-Dichloroethane
0,27
1.0
---
D
22.
Trichloroothane
0.23
1.0
---
u
23,
1,2-Dichloropropane
0.21
1.0
---
u
24.
Bromadiah l oromethane
0.21
1,0
---
0
25.
Cie-1,3-Dichloropropene
0.24
1.0
---
U
26.
4-Mathyl-2-Pentanona
1.19
100.0
---
D
27.
Toluene
0.23
1.0
---
u
28.
trans-1,3-Dichloropropene
0.28
1.0
---
D
29.
1,1,2-Trichloroothane
0.25
1.0
---
u
30,
7otrachloroatheno
0.17
1.0
---
u
31.
2-Hoxanona
1.57
50.0
---
u
32.
Ijibromochloromethene
0.24
3.0
---
u
33.
1,2-Dibromoothano
0.26
1.0
---
U
34.
Chlorobanzeno
0.3D
3.0
---
u
35.
1,1,1,2-Totrachloroothano
0.22
5.D
---
u
36.
Ethylbenaona
0.21
1.0
u
37.
Xylenea
0.68
5.0
---
D
38.
uibromomuthane
0.28
10.0
---
u
39.
Styrene
0.19
1.0
---
u
40,
Bromoform
0.20
3.0
---
D
41.
1,1,2,2-Tetrechloroothano
0.26
3.0
---
u
42.
1,2,3-Trichloropropene
0.43
1.0
---
u
43.
1,4-Dichlorabanz5ne
0.39
1.0
---
u
44.
1,2-oiahlorcbenzena
0.32
5.0
---
u
45.
1,2-Dibrumo-3-Chloropropane
0.34
13.0
---
D
46.
Aarylonitrilo
2.72
200.0
---
D
47.
trana-1,4-Diohloro-2-Butene
0.41
100.0
---
v
.7 - B-tween 14DL and SNSL, 0 . Below A1.1, ouanititation Limito.

EURWO ®E;t�It IN % hcwvuNOad
CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MADTTEO, SIC, 954
REVIEWED BY: Ll/Q
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID: 6051
ANALYST: MAO
DATE COLLECTED: 08/22/11
DATE REPORTED: 09/09/11
Date Analyzed
08/25/11
Trip
PARAMETERS, u9/1 M9L SWSL
Blank
48. Totrahydro£uran
0.39
1.0
--- u
S - Between MUL and SWSL, U .. Below ALL Quanititation Limits.
Page: 6

Environ -tent 1, Inc. GRAIN OF CUSTODY RECORD
P.O.-Doa v85. I l4 Oakmont Dr. Page I oz
Greenville. NC 27858
Phone [phone] - Fax [phone]
DISDtiTE.CI�IOI
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0
. MOOR[MR(M 1, dwoo �FwTftd
10: 6051 A
DARE COUNTY (C&D SITE)
MR, EDWARD L. MANN
DARE CO. PUBLIC WORKS DATE COLLECTED: 10/18/11
P.O. BOX 1000 DATE REPORTED : 11/08/11
MANTEO ,NC 27954
REVIEWED BY:
MW-13 MW-14 MW-IS HW-16 MW-17 Analysia Method
PARAMETERS HUL SW91, Date Analyst Code
PH (field measurement), Units
6.6
6.0
7.0
6.1
4.7
10/18111
Him
SM450CH9
Total Alkalinity, mg/l
1.0
1.0
296
243
191
154
--- U
10/19/11
TRH
SM2320B
Chloride, mg/l
5.0
5.0
43
38
29
3099
19
10/25/11
HLB
SM4500-CLB
Total Dissolved Residue, mg/l
1.0
1.9
453
298
323
5080
433
10/21/11
HLB
SM2540C
Sulfate, mg/l
5.0
250.0
7.91
--- U
3D,2 J
207 J
287
10/20/11
TRB
SH426C
Antimony, ug/l
0.14
6.0
--- U
--- U
--- U
0.15 J
--- U
i0/25/ll
cMF
EPA200,9
Arsenic, ug/1
0,43
10.0
2.1 J
3.7 J
10/25/11
CMF
EPA20D.9
Arsenic, ug/1
0.43
10.0
33
13
30.
11/02/11
CHP
SH3113B
Barium, ug/1
0.02
100.0
30.0 J
76.6 J
43.0 J
278
63.5 J
10/25/11
CHP
EPA200.0
Beryllium, u9/1
0.02
1.0
D.10 J
D.54 J
D.26 J
0.48 J
1
20/25/11
CHP
EPA700.8
Cadmium, ug/1
0,02
1.0
0.111
0.26 J
0.23 J
--- U
0.33 J
20/25/11
CMF
BFA200.8
Cobalt, ug/l
0.03
10.0
0.59J
0.40 J
1.31
0.39 J
3.7.3
10/25/11
CHP
HPA200.8
Copper, ug/l
0.02
10.0
0.76 J
0.57 J
1.6.3
7.6 J
1.4 0
10/25/11
CMF
SPA200.8
Total Chromium, ug/l
0.04
10,D
2.5J
6.2J
3.$J
3191
2.93
10/25/11
CHP
EPA200.8
Iron, ug/l
15.9
300.0
21100
74700
43025
29425
47875
11/03/11
ADD
SH3111B
manganese, ug/1
0.61
50.0
2672
Ise
292
89
194
11/D3/11
LFJ
B7PA200.7
Load, ug/l
0.02
10.D
0.511
0.63 J
2.1J
0,22 J
1.81
10/25/11
CMF
EPA200.0
Mercury, ug/l
D.D5
0.20
--- U
--- U
--- U
--- U
--- U
10/25/11
CMF
SPA20D.0
Nickel, ug/1
0.04
50.0
1.1 J
1.0 J
2.7 J
2.1 J
7.9J
10/25/11
CMF
EPA2DO.0
selenium, ug/1
0,20
10.0
0.59 J
0.50 J
0.26 J
D.91 J
10/25/11
CMF
EPA7DO.8
selenium, u9/1
0,20
10.0
--- U
11/03/11
CMF
9H3123D
Silver, us/1
0.02
10.0
--- U
--- U
--- U
--- U
--- D
lo/25/11
CMF
sPA200.0
Thallium, u9/1
0.02
5.5
0.0 J
--- U
0.05 J
--- U
0.03 J
10/25/11
CMF
6PA20D.B
Vanadium, ug/l
0.14
25.0
2.80
12.0 J
4.7 J
5.51
8.3 J
10/25/11
CMF
SPA20D.B
zinc, ug/l
0.24
10.0
4,9J
3.5J
354
3.7 J
957
10/25/11
CHF
EPA200.6
Conductivity (at 250, uMhos/cm
1.0
1.0
659
524
540
656D
'598
10/18/11
Rig
SM25109
Temperature, •C
19
19
19
21
21
10/18/11
RJH
SM25509
Static Water Level, feet
3.92
4.02
4.71
5.31
4.36
10/18/11
RJR
Well Depth, fact
22.41
22.02
22.62
20.11
14.76
10/18/11
Rill
J a Between HDL and BWSL, V » BeloW ALL Quanititatien Limits.

M@w.'3DN ° M % he oo g00�.Nd
DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO, PUBLIC WORKS
P.O. BOX 1000
MANTEO ,NC 27954
ID#: 6051 A
DATE COLLECTED: 10/18/11
DATE REPORTED : 11/08/11
REVIEWED BY:
SW-2
Analysis
Method
PARAMETERS
MDL
SWSL
Data Analyst
Code
PH (field menaurement), Unite
616
10/16/11
RJH
SM4500HB
Total Alkalinity, mg/l
1.0
1.0
91
10/19/11
TRB
SM2320B
Chloride, mg/1
5.0
5.0
1170
10/25/11
HLB
SM4500-CLE
Total Oiadolvod Residue, mg/1
1.0
1.0
2110
10/21/11
HLB
SM2540C
Sulfate, mg/l
5.0
250.0
127 J
10/20/12
TRB
SM426C
Antimony, ug/1
0.14
6.0
0.21 J
10/25/11
CUP
EPA2DO.O
Arsenic, ug/1
0.10
10.0
3,5 J
10/25/11
CMF
EPA200.8
Barium, ug/l
0.02
100.0
55,3 J
10/25/11
CMF
EPA2D0,8
Boryllivn, ug/l
0.02
1,0
--- U
10/25/11
CMF
8PA2DO. 0
Cadmium, ug/1
0.02
1.0
--- U
10/25/11
CMF
8PA2DO.0
Cobalt, ug/l
D.03
10.D
0.74 J
10/25/11
CMF
EPA200.8
Copper, ug/l
0.02
10.D
3.3 J
10/25/11
CMF
EPA200.8
Total Chromium, ug/l
0.04
10.0
D.70J
10/25/11
CMF
EPA200.8
Iron, ug/1
15.9
300.0
2396
11/03/11
ADD
SM3111H
Manganeae, ug/1
0.61
50.0
153
11/03/11
LF,1
BFA200.7
Lead, ug/1
0.02
10.0
13
10/25/11
CMF
EPA200.8
Mercury, ug/1
0.05
0.20
--- U
10/25/11
CMF
SPA200.8
Nicksl, ug/1
0.04
50.D
2.7 J
10/25/11
CUP
EPA200.0
Selonium, ug/l
D.20
10.0
7.41
10/25/21
CMP
EPA200.0
Silver. ug/1
0.02
10.0
--- U
10/25/11
CUP
EPA200.8
Thallium, ug/l
0.02
5.5
--- if
10/25/11
CMF
EPA200.0
Vanadium, ug/1
0.34
25.0
0.94 J
10/25/11
CMF
EPA20D.0
Zinc, u9/1
0.24
10.0
9.4 J
10/25/11
CMF
EPA200.0
Conductivity fat 25c1, uMhoa/cm
1.0
1.0
3150
10/10/11
RJH
SM2510B
Temperature, °C
21
10/16/11
RJH
SM2550B
J . Between MDL and SWSL, U - HeloW ALL Quanititatien Limits.

0
CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO, NC 2 54
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID: 6051 A
ANALYST: MAO
DATE COLLECTED: 10/18/11 Page: 1
DATE ANALYZED: 10/21/11
DATE REPORTED: 11/08/11
PARAMSTERS, ug/l
MDL
SWBL
MW-13
14AT-14
MW-15
NW-16
MW-17
1,
Chloronethano
0.77
1.0
---
U
---
U
---
U
---
U
--•
U
2,
Vinyl Chloride
0.63
1,0
---
U
---
U
---
U
---
U
---
U
3.
Bromomethane
0.67
30.0
---
U
---
U
---
U
---
U
---
U
4.
ChloroaLhane
0.48
10.0
---
U
---
U
---
U
---
U
---
U
5.
Trichlorofluoromethone
0.24
1.0
---
0
---
U
---
U
---
U
---
U
6.
1,1-Diohloroathene
0.17
5.0
---
U
---
U
---
U
---
U
---
U
7.
acetone
9.06
100.0
•--
U
---
U
---
U
---
U
0
0.
iodomathene ,
0.26
10,0
---
U
---
U
___
U
-.-
U
---
U
9.
Carbon DieUlfide
0.23
10D.0
---
U
---
U
---
U
---
U
---
U
10.
Mothylene Chloride
0.64
1.0
---
U
---
U
---
U
---
U
---
U
11.
trans-1,2-Dichloroethene
0.23
5.0
---
II
---
U
---
U
---
U
---
U
12,
1,1-nichlorontheno
0.20
5.0
---
U
---
U
---
U
__-
U
__-
U
13.
Vinyl Acetate
0.20
50.0
---
U
---
U
---
U
---
U
...
U
14,
Cis-1,2-Dichloroeihene
0.25
5.0
---
D
---
4
---
D
---
U
---
U
15,
2-Butanone
2.21
100.0
---
U
---
U
---
U
---
U
---
D
16.
Bromochloxomethana
0.21
3.0
---
U
---
U
---
U
---
U
---
U
17.
Chloroform
0.25
5.0
---
U
---
U
---
U
---
U
---
U
18.
1,1,1-Trichloroethane
0.19
1.0
---
U
---
U
---
U
---
U
---
U
19.
Carbon Tetrachloride
0.22
1.0
---
U
U
---
U
---
U
---
U
20,
Benzene
0.24
1.0
---
U
---
D
---
U
---
U
---
U
21,
1,2-Diohloroothane
0.27
1.0
---
o
---'tU
---
U
---
U
---
U
22.
Trichloroothene
0.23
1.0
--
U
---
U
---
U
---
U
---
U
23.
1,2-Dichloropropane
0.21
1.0
---
U
---
U
---
U
---
U
---
0
24.
Aromodlchloromethane
0,21
1.0
---
U
---
U
---
U
---
U
---
U
25.
Cis-1,3-Dichloropropane
0.24
1.0
---
U
---
U
---
V
---
U
---
U
26.
4-Mothyl-2-Pentanone
1.19
100.0
---
U
--•
U
---
U
---
U
---
U
27.
Toluene
0.23
1.D
---
U
---
U
---
U
---
U
---
U
2B.
trans-1,3-Dichloropropone
0.28
1.0
---
U
--'
U
---
U
---
U
---
U
29.
1,1,2-Triphlorcethan0
0.25
1.0
---
U
---
U
---
U
---
v
---
U
30.
Totrachloroethene
0.17
1.0
---
U
---
U
---
U
---
U
---
U
31.
2-1[o"nona
1.57
50.0
---
U
---
U
---
D
---
U
---
U
32.
D lbromoc hl oromethane
0,24
3.0
---
U
---
U
••.
U
---
U
---
U
33.
1,2-Dibromcethane
0,26
1.0
---
U
---
U
---
U
---
U
---
U
34.
Chlorobenzeno
0,3D
3.D
--
U
- -
U
U
---
U
U
35.
1,1,1,2-TettechIQroethane
0.22
- 5.0
---
U
-'^
U
---
U
---
U
""-
U
36.
Sthylbenzene
0.21
1.0
---
U
---
U
---
U
---
U
---
U
37.
xylenee
0.60
5.0
-
U
U
---
U
---
U
---
o
38.
Dibromomethano
0.28
50.0
---
II
---
V
---
U
---
U
---
U
39.
atyrene
0.19
1.D
---
U
---
U
---
U
---
U
---
U
40.
Bromof=2
0.20
3.0
---
U
---
U
U
---
II
---
U
41.
1,1.2,2-Tatrachloroethane
0.26
3.0
---
U
---
U
---
D
•--
U
---
U
42.
1,2,3-Trichloropropone
0.43
1.0
---
U
-•-
U
---
U
---
U
---
U
43.
1,4-1Diohlor4Dbanxen8
0.39
1.0
---
0
---
U
---
U
---
U
---
U
44.
1,2-Dichloroba mena
0.32
5.0
---
U
---
U
---
U
---
U
---
U
45.
1,2-Dibromo-3-Chloropropane
0.34
13.0
---
U
---
U
---
U
---
U
---
U
46.
Acrylonitrlle
2.72
20D.0
---
U
---
U
---
U
---
U
---
U
47,
trane-1,4-Dichloro-2-Butane
0.42
10D.0
---
U
---
U
---
U
"--
U
-^"
U
48,
Tetrehydrofuran
0.3%
1.0
---
U
- -
U
---
U
-"-
V
U
4 . Betxoen MDL and SWSL, U . Below ALL Ouenititatlon Limits.

PEE
CLIENT: DARE COUNTY (C&D SITE) CLIENT ID: 6051 A
Mjt. EDWARD L. MANN
DARE CO. PUBLIC WORKS ANALYST: MAO
P.O. BOX 1000 DATE COLLECTED: 10/18/11
MANTEO, NC 2 954 DATE ANALYZED: 10/21/11
DATE REPORTED; 11/08/11
REVIEWED BY;
VOLATILE ORGANICS
EPA METHOD 8260E
PARAMETERS, ug/l
NDL
SNS[,
8M-2_
Trip
Blank
1,
Chloromethane
0.77
1.0
---
U
---
U
2.
Vinyl Chloride
0.63
1.0
---
U
---
U
3.
Bromomethane
0.67
1D.0
---
U
---
U
4.
Chloroethane
0.48
10.0
---
U
--•
U
5.
Trichlorofluoromothane,
D.24
1.0
---
U
---
U
6.
1,1-uichloroettleno
D.17
5.0
---
U
---
U
1.
Acetone
9.06
100.0
---
U
---
U
8.
lodomethene
D.26
10.0
--
U
---
U
9.
Carbon Disulfide
D.23
100.0
--
U
---
U
10.
Mothylene Chloride
0.64
1.0
---
U
---
U
11.
trana-1,2-1)ichloroethono
0.23
5.0
---
U
---
U
12.
1,1-Dichloroethano
0.20
5.0
•--
U
---
U
13,
Vinyl Acetate
0.20
$0.0
---
D
_--
U
14.
Cia-1,2-Diehlorootheno
0.15
510
---
U
---
U
15.
2-Butanone
2.21
100.0
---
U
---
U
16.
Bromochloromethano
0.27
3.0
---
U
---
U
17.
Chloroform
0.25
5.0
---
U
--•
U
18.
1,1,1-Trichloroethene
0.19
1,0
---
➢
---
U
19.
Carbon Tetrachloride
0.22
1.0
---
U
---
U
20,
Ben2one
0.24
1.0
---
U
---
U
21.
1,2-Dichloroethane
0.27
1.0
---
U
---
U
22.
Trichloroethene
0.23
1.0
---
II
---
U
23.
1,2-Dichloropropane
0.21
1.0
---
II
---
U
24.
Bromodichloromethene
0.21
1,0
---
U
--
U
25,
Cie-1,3- Dichloropropeno
0.24
1,0
---
U
U
26.
4-Methyl-2-Pentanone
1.19
100.0
---
U
---
U
27.
Toluene
0.23
1.0
---
U
---
U
28.
trans-1,3-Dichloropropene
0.20
1.0
---
U
---
U
29.
1,1,2-Trichloroethene
0.25
1.0
----
U
---
U
30.
Tetrachloroethene
0.17
1.0
----U
---
U
31.
2-Hexanone
1.57
50.D
---
U
---
U
32.
Dibromochloramethane
D.24
3.0
---
U
---
U
33.
1,2-Dibromoethane
0.26
1.0
---
U
---
U
34.
Chlorobanaone
0.30
3.0
--•
U
---
U
35.
1,1,1,2-Tetrachloroethene
0.22
5.0
---
➢
---
U
36,
9thylbenrene
0.21
1.0
➢
---
U
37,
Xylenes
0.60
5.0
---
➢
---
U
30.
Dibromomethana
0.20
10.0
---
U
---
U
39.
Styrene
0.19
1.0
---
U
---
U
40.
Bromoform
0.20
3.0
---
U
---
U
41.
1,1,2,2-Tatrachloroathene
0.26
3.0
---
➢
---
U
42.
1,2,3-Triahloropropano
0.43
1.0
---
U
---
U
43.
1,4-D1chlorobensenc
0,39
1.0
---
➢
---
U
44.
1,2-Diohlorobonzeno
D.32
$.0
---
U
---
U
45.
1,2-Dibromo-3-Chloropropane
D.34
13.0
---
U
---
U
46.
Acrylonitrile
2.72
200.0
---
U
---
U
47,
trana-1,44)ichloro-2-bucehe
0.42
100.0
---
U
---
U
48,
Totrahydrofuran
0.39
1.0
U
U
d - Botwoen HDL and SWSL, U . B610W ALL quanititation Limits.
Page: 2

MIL
Ank
-��- i
Environment 1, Ine-
PO. Box 7085, 114 Oakmont Dr.
Greenville, NC 27858
CHAIN OF CUSTODY RECORD
Page __L of I
?hone [phone] • Fax [phone] DISINFECTION
CHLORINE NEUTRALIZED AT C0lLEC710N
CHLORINE
CLIENT: 6051 A week: 1
G
�� Lz
pH CHECK (LAS)
P P P P
P
P
P P
G G
G
CONTAINER TYPE, PIG
DARE C073NTY (C&D SITE) NONE
-,. NIfL EDWARD L. MANN
A A A
A
A
A A
E E
E
CHEMICAL PRESERVATION
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MAIVrEO NC 27954 z
o
A -NONE D•NAOH
z w °
El
8-H,NO3 E-HCL
j U
'¢
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$
C-H2SO, F-Z�NCACETATE
COLLECTION � g
W
CA
d E
�, � �,
d v
rZ
1Z
G NA7HIOSl1LFATE
SAMPLE LOCAnON DATE TIME �' ��" ¢ Q
�
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MW-13 ID
1 g' l
t )1 �
/
7
48"Al.
s
CLASSIRCATION:
WASTEWATER(NPDES)
DRINKINGWATER
MW-14 1
I� 1 j
%�(�
7
4;
k
-
NM-15 lD
% ��
/�
!�
7
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NM-16
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SOLD WASTE SECTION
MW-17 ) 4)
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Trip B1aak `Z73
2
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aL
CHAIN OF CUSTODY MAINTAINED
DURING SHIPMENTIDELIVERY
N
SAMPLES COLLECTED BY:
SAMPLES REC VED IN LABAT°C
ZNQUfi�D (Snj (SAMPLER)
DATFJTIME RECE BY (51G. DATEI IMZE COMMENTS.
D nME RECEIVED BY G DATE ME
DATEIIIME RECEIVED BY (SIG.) DATEMME
RELINQUISHED BY,(S .)
RLa INQUISHED BY (SIG.)
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C" for composite sample or a "G" for N 2 2 2 2 9 3 3
FORM a5 Grab samoie in the blocks above for each oarameter reauested.

Spring 2012 Semi -Annual Groundwater Sampling Report

Dare County C&D Landfill
Facility Permit No. 28-03
Semi -Annual Sampling Report
(February 2012 Sampling Event
Dare County
Report
March 2012
0
Cmith
El

ENkbSH`ONl Y:2 []Paper Re Elec1ro6Ic Data -Email CD data loaded:'Yes 1 No Doc/Eveni M.
C DENR - Envi_rohm_ental Monitoring
Division of Waste Management- Solid Waste Reoortina Form
Notice: This form and any information attached to it are"Public Records' as defined In NC General Statute 132.1. As such, theswdocuments are
available forinspeciton and examination by. any. person upon request (NC, General Statute 1,32-6).
Instructions:
Prepare one form for each Individually monitored unit.
Please type or print legibly.
Attach a notification, table with values that attain or exceed NC 2L groundwater standards or NC 26 surface water standards, The notification
.must include a preliminary analysis of the cause and'slgnificance of each value. (e.g. naturally occurring, -off -site source. pre-existing
condition, etc.).
Allach a notification table of any groundwater orsurface water values that equai or exceed_ the reporting limits.
• Attach a notification table of any malhane gas.values that attain or exceed explosive gas levels. This Includes any structures on or nearby, the
facility (NCAC.13B .1629 (4)(aXi):
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to'. Compliance UniI,'NCDENR-DWM,'Sorrd Waste.
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646,
Solid Waste Monitorinsa Data Submittal Information
Name.of entity"submitting'data (laboratory, consultant, facility owner):
Consultant -Camp Dresser & McKee,
Contact for questions about data formatting. Include data preparer's name, telephone number. and H-mail address:
Name: Mathew F. Colone Phone: [phone]
E-mail: [e-mail]
NC Landfill'Rule: Actual sampling dates (e.g.,
Facility name: 'Facility. Address: Facility,Permit 0 (.0500 or .1600) October 20-24, 2005)
F1 Cub Road
Dare County C&D Landfill Manns Harbor, NC 27953 28 03 .0500 February16, 2012
Environmental Status: (Chock all that apply)
Initiat'Background Monitoring Detection Monitoring
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells
Groundwater monitoring data from private water supply wells
Leachate monitoring data
Surface water monitoring data
Q Assessment Monitoring
❑ Methane gas monitoring data
El Corrective action data (specify)
Other(specify)'
[-] Corrective Action
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and.
pretlminary analysis of the cause and significance of any conceniralion.
Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowlo ge,.t o Information reported and statements made on thls data submittal and attachments are true and correct..
Furthermore, I have attached. complete notification of any sampling values meeting or exceeding -groundwater standards or explosive gas
levels, and a,preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making,any false statement, representation, or certiflcation including the possibility of a fine and imprisonment.
Mathew F. Colon Consultant [phone]
Facility Representative Name (Print) Title (Area Code) Telephone Number
Mathew F Colons a 6i,; s;';, •- "" °""'O� �' °"� V20/2012 Affix NC Ucens`ed4, N 'to' 1'� INist Seal
Signature Date
Q,�
lion
5400 Glenwood Ave, Suite 300, Raleigh, NC 27612 Ad
{ U
Facility Representative Address �1
F•0412 =6� C
�9 ZOLOQ
NC PE Firm License Number (if applicable effective May 1, 2009) e••!'�fW •�'' V
Revised 612009 j
3�Z� f i2

©o
C
SmR
S400 Glenwood Avenue, Suite 300
Raleigh, North Carolina 21612
rel: 919 787.5620
fax: [phone]
March 20, 2012
Ms.laclynne Drummond
North Carolina Department of Environment and
Natural Resources
Division of Waste Management
Solid Waste Section
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Subject: February 2012 Semi -Annual Monitoring Sampling Report
Dare County C&D Landfill
Facility Permit No. 28-03
Dear Ms. Drummond:
Camp Dresser & McKee (CDM Smith), on behalf of Dare County, Is submitting a copy of the February
2012 semi-annual sampling -event report. This letter report presents the results of the most recent
semi-annual sampling event that was completed at the Dare County C&D Landfill and constitutes the
first semi-annual sampling event for 2012. The approved groundwater monitoring network consists of
13 wells (MW-1, -2, -3, -8, -9, -10, -11, -12, -13, -14, -15, -16, and -17) and 3 surface -water sampling
locations (SW-1, -2, and —3). Field activities and sampling results for all wells and surface water
sampling locations are discussed below.
Field Activities
Groundwater and surface water samples from the Dare County C&D Landfill were collected on
February 16, 2012 by Environment One, Inc. Groundwater elevations were measured at each well
prior to sampling and are presented in fable 1. These groundwater elevations were used to construct
a potentiometric surface map for this sampling event. The potentiometric contours and sampling
locations are presented on Figure 1. Prior to sampling each well was measured in the field for pH,
conductivity, temperature, and total dissolved solids. The water quality parameters at the time of
sampling are also presented in Table 1.
Sampling Results
Environment One, Inc. in Greenville, North Carolina analyzed the groundwater and surface water
samples for the North Carolina Appendix I volatile organic compounds (VOC's) by U.S. Environmental
WATER + ENVIRONMENT+ TRANSPORTATION+ ENERGY + FACILITIES

`:✓ ID i r
moth,
.Ms. Jaclynne Drummond
March 20,1012
Page 2
Protection Agency'(EPA) Method'$260B; metals by EPA Method'200.8 and'Standard Method (SM)
3113B,.alkalinity bySM-2320B,,chloride by 4500'CL B; and sulfate by SM426C. In accordance with
Solid Waste'Section guidelines the analytical.results were reported to the laboratory specific method_
detection limit.(MDL) and are quantifiable at or below Solid Waste Section Limits (SWSLs)..A11
monitoring wells and surface water sample,locations for the C&D Landfill'had detections of.anaiytes
above the MDL witli a,majority of theidetections.below SWSLs. These A etections were qualifted.as
estimated,or "J"flags,
The following list,presents•the analytes detected above the:MDL at each sample location. No"J" flag
detections'are provided. Underlined analytes exceeded th-e,Norih.Carolina 2L Standard (NC 2L);.
Groundwater'Protection Standard, or the North Caro lina,Surface,Water Standards for Class C Waters
(NC 2B). kcomplete summary of all detected and estimated concentrations for the August 2011 and
February 2012 sampling,events are presented in Table 2. A copyof the laboratory. report is -provided
in Appendix A:
MW-I
lnorganics:
Metals:
'Volatile Organic Compounds.
MW-2
Inorganics:
Metals:
Volatile Organic Compounds:
MIN-3
Inorganics:
Me tals:
Volatile Organic Compounds:
MW-8
Inorganics:
Metals:
Volatile Organic Compounds:
Alkalinity, Chloride_
Iron, Manganese
None Detected
Alkalinity, Chloride_
Iron, Manganese
None:Detected
Alkalinity, Chloride
Iron; Manganese
None Detected
Alkalinity, Chloride
Barium, Iron, Manganese, Selenium
None Detected
P:\Dare_ Mnly-179s2v&D Sevw-Mnual GIN SampArlVebruarq 101r%0rumm0nddou

Ms.laclynne Drummond
March20, 2012
Page 3
MW-9
Inorganics: Alkalinity, Chloride
Metals: Arsenic, Chromium, Iron, Manganese, Vanadium. Zinc
Volatile Organic Compounds: None Detected
MW-10
Inorganics: Alkalinity, Chloride, Sulfate
Metals: Arsenic. Iron, Manganese, Zinc
Volatile Organic Compounds: None Detected
M W--11
Inorganics: Alkalinity, Chloride, Sulfate
Metals: Iron, Manganese
Volatile Organic Compounds: None Detected
MW-12
Inorganics: Alkalinity, Chloride
Metals: iron, Manganese
Volatile Organic Compounds: None Detected
MW-13
Inorganics: Alkalinity, Chloride
Metals: Iron, Manganese
Volatile Organic Compounds: None Detected
MW-14
Inorganics: Alkalinity, Chloride
Metals: Iron, Manganese
Volatile Organic Compounds: None Detected
MW-1 S
Inorgonics: Alkalinity, Chloride
Metals: Iron, Manganese, Zinc
Volatile Organic Compounds: None Detected
MW-16
Inorgonics: Alkalinity, Chloride, Sulfate
Metals: Barium, Iron, Manganese, Selenium
Volatile Organic Compounds. None Detected
p;\Qare_Counry 17952\C&D SemFAnnual GW Sampko&\February 202ANYMn+ana.Eo[:

Ms. Jaclynne Drummond
March 20, 2012
Rage 4
MW-17
Inorganics: Chlbride,.Sulfate
Metals: Iron,, Manganese, Zinc.
Volatile Organir-Compounds: None Detected
SW-1
Inorganics:
Alkalinity, Chloride
Metals:
Iron, Manganese
Volatile Organic Compounds:
None Detected
S W-2
Inorganics:
Alkalinity, Chloride
Metals:
Iron, Man ganese
,Volatile Organic Compounds:
None Detected
SW-3
inorganics: Alkalinity, Chloride
Metals: Iron, Manganese
Volatile Organic Compounds: None Detected
'T' flags were not included.in the previous list; but several locations had "J" flag -detections that
exceeded the standards. The "J" flagconstituents above the -standards along with their locations are
listed below.
Cobalt: MW=9,'MW-17
Selenium: SW-2, SW-3
Vanadium: MW-1, MW=2, MW-3; MW-8, MW-10, MW-11, MW-12, MW-13, MW=14,
MVV-15, MW-16, MW-17
CDM Smith will monitor future an a lytical-resultsto determine if any trend appears. The semi-annual
groundwater monitoring program will be continued by Dare County. The second semi-annual
sampling event for 2012 will be completed in August.
h,\Clarq-CM01Y-179S2\C&O Seml•AenUal G W 54mpWP&kFebru3ry 2012�Orummond.Epa

�� W ROT
1Mi� I
Ms. Jaclynne Drummond
March 20, 2012
Page 5
If you have any questions or require further explanation, do not hesitate to call meat [phone].
Very truly yours,
Mathew F. Colone, P.G.
Camp Dresser & McKee
cc: Edward Mann, Dare County
P:�Dar e_Co�nry 17952�Cbp 5nni-Anntaal GW SamP4r jNFeduary 200V0rummond.dou

Table 1
Water Quality Field Parameters
February 2012 Semi -Annual Sampling Event
Dare County C&D Landfill
MonitoringWater
Facility Permit
Number
28-03 MW-1 6.6
Quality
Conductivity
Parameters
Temperature
Groundwater Elevations
Depth to Groundwater
TOCElevation Groundwater Elevation (feet
.
1,950 1.61 2.00 -0.39
3,460
17
28-03
MW-2
6.9
769
17
561
1.55
161
-1.06
28-03
MW-3
6.8
775
16
517
1.74
3,84
-2.10
28-03
MW-8
6.2
6,830
18
4,340
2.90
3.03
-0.13
28-03
MW-9
5.2
259
17
211
4.99
5,79
-0.80
28-03
MW-10
5.3
1,828
18
1,800
2.87
5.33
-2.46
28-03
MW-11
5.7
1,134
17
1,000
3.56
4.75
-1.19
28-03
MW-12
6.2
262
17
203
2.80
4.33
-1.53
28-03
MW-13
6.8
773
17
584
2.96
4.11
-1.15
28-03
MW-14
6.7
558
17
411
2.96
4.29
-1.33
28-03
MW-15
6.6
403
17
296
3.17
4.55
-1.38
28-03
MW-16
6.2
8,270
18
4,780
5.56
5.74
-0.18
28-03
28-03
MW-17
Surf ace Water
SW-1
4.5
Sampling
1 7.3
618
Locations
1 3,250
15
11
456
1,980
2.85 4.27 -1.42
28-03
SW-2
6.6
3,150
11
1,960
28-03
SW-3
6.6
3,230
11
2,170
Notes:
1. mg/L - milligrams per liter
2. u5 - Microsiemens
3. TDS - Total Dissolved Solids
4. AMSL - Above Mean Sea Level
S. TOC - Top o6 Casing
COMI
� 7i Sth Page 1 of 1 March 2012\Table 1.xlsx

••o®•e••®•A••••••o•••ee®e•®®oo••®•oo•a®ee®oe
Table 2a
Detected Groundwater Constituents - Metals, Volatile Organic Compounds, and Inorganics
February 2012 Semi -Annual Sampling Event
Dare County C&D Landfill
MW-1
MW-1
•
22-Aug-11
16Feb-12
Metals
®mlm�I©ImI�IIIS7ImIm®olmlmlmr:����o��©
2.7.1 48.1J 0.101 1.61 0.57.1 2,51 46,050 0.6OI 552 2.51 7.3) 3.01 3.91
2.21 42.21 0.09J L61 0.391 1.9.1 49,400 0.471 578 21 6.71 2.31 I.RI
Volatile Organic
Compounds
.,.
inarganics
®®
250
239 1,070 58.8J
296 1.000 45.2J
29.03
28-03
28-03
28-03
MW-2
MW-2
22-Aug-11
16-Feb12
0.211
0.371
7.81
12.91
0.061
0.94J
0. 14J
0.181
0.721
13.1
16,160
45,400
0061
0.43J
292
344
1.2J
0.Blu
0. 261
0,261
1.41
1.91
2.0)
2.81
388
393
39
37
28-03
28-03
MW-3
MW-3
22-Aug-11
16-Feb-12
0.1RJ
13 O1
10.71
0.11.1
1 0.111
0,04.1
0.041
0.271
0. 111
0.15)
0.77J
0.281
25,400
25,275
0.091
0.071
355
39a
1.21
0.77)
1.11
0.7L
3.6J
391
408
35
34
12.1)
28-03
28-113
MW-a
MW-8
22-Aug-11
16-Feb-]2
4.2J
3.31
253
237
0.741
0.51
4.51
3.6J
0.12.1
0.241
7.7J
6)
31,125
24,150
0.111
0.161
101
166
1.31
1.8J
14
0.051
8.41
5.41
3.1J
2.71
128
179
2,724
2,699
213J
1 1661
28-03
28-03
MW-9
MW-9
22-Aug-11
16-Feb-12
0,2L
21
249
35.8J
47,4)
0.18J
0.4SJ
0.161
D.181
6.L
5.61
3.21
2.81
S.11
194,7SO
68,075
2.6J
8.1J
162
69
7.11
3.61
L01
LSJ
0.071
032J
D.M
9.41
31
47
21
38
11
12
16
194J
120J
14
28-03
28-03
MW-10
1 MW-10
22-Aug-11
16-Feb-12
026J
I
5.81
10
63.1)
42.51
0.271
I 0.251
0.111
0.121
3.91
3.21
0.51J
21
1.3)
1A1
116,250
68,475
1,0J
1.31
567
617
2.31
6.71
1.11
1111
0.0%
0A71
7,51
8.5J
5.3)
14
209
45
34
39
626
3,365
28-03
28-03
MW-11
MW-11
22- Aug -II
16-Feb-12
1.7J
5A)
50.11
72.4J
0.071
0.131
0.10)
0.161
Z.11
2.2J
0.741
2.71
131
15.1
18,880
54,125
1.4)
1.6J
2S7
295
1.51
3.61
0.41J
0.351
0.661
0.04)
3.61
4.7J
5.61
91
93
48
47
60
257
376
28-03
28-03
MW-12
MW-12
22-Aug-11
16-Feb-12
S.SJ
3.31
59.81
43.61
0.101
O.L
0.07J
0.041
1.2J
1.4J
G.54J
0.931
0.851
0.941
26,700
21,685
0.741
1.31
579
253
2.31
2.2J
0.341
0.24J
0.031
0.091
3.71
3.6]
6.S1
4.L
209
49
51
38
14.61
28.03
28.03
MW-13
MW-13
18-0ct-11
16-Feb-12
0.25)
2.71
3.R1
30.01
31,41
0IQ)
0.0a1
0.111
0.081
2.5J
1.41
0.591
0,261
0.781
0.27J
21,300
40,875
0.511
0.311
2,672
351
O.IL
1.31
0.93J
0.591
0.341
0.031
0,03J
2.81
I.5J
1.91
L&
296
343
43
46
7.91
12.91
2"3
28.03
MW-14
MW-14
18-oct-11
16-Feb-12
33
331
76.81
29.3J
0S4)
0, 26J
0.04.1
6.21
1 1.9.1
0.40)
t 0.2J
0.57.1
0.71
74,700
32,250
0.631
0.181
188
206
1.01
0.88J
D.501
12.0)
1.91
3.SJ
1.91
243
273
38
36
28-03
28-03
MW-15
MW-15
18.Oct-11
16-Feb-lZ
13
531
43.OJ
24.91
0.2W
0.071
0.231
0.091
3.51
0.91
1.31
0.331
1AJ
0-31
43,0Z5
29.125
2.1J
0.381
292
226
2.71
0.62J
0.28J
0,051
4.71
I,V
354
78
191
143
29
30
30.21
23.4J
28-03
28-03
MW-16
MW-16
18.Oct-11
16Fea12
0.1S1
3.71
6.61
278
2a3
OARJ
0.361
3.91
3.L
0.381
0.171
7.61
6.1J
29,425
24,175
0.22J
D.M
89
108
2.0
1.111
21
SS1
4,71
3.71
11
154
163
3,099
2,824
2011
Z55
28-03
28-03
KW-17
MW-17
18-00-11
]6Feb-12
30
4.L
63.51
36.81
1
0.91
0.331
0.2U
2.91
1.B1
3.71
3.11
1.4J
1. 1)
47,875
7,748
1,B1
1.4J
194
99
7.91
6.3t
0.9L
OSL
0.431
8.11
1.382
957
19
22
287
377
Notes:
Metal and Volatile Organic Compound units are in miaitgrams per liter (parts per billion).
Inorganic units are in mi ftmms per liter (parts per million).
'-Groundwater Protection Standard
NSS --NNo Standard
rI- Concentratlon exceeds H,L 2L Groundwater Standards
- Blank cells Indicate anahne was not detected
1 . Indicates the analytical result is an estimated concentration between the method detection limit and the Solid Waste Section Reporting limit (SWSL)
Smith Page 1 of 1 March 2012\Table 2.xlsx

Table 2b
Detected Surface Water Constituents - Metals, Volatile Organic Compounds, and Inorganics
February 2012 Semi -Annual Sampling Event
Dare County C&D landfill
23.7J
0.17J
0.541
1.41
274J
0.191
635
2.5J
2.01
2.9J
2.41
214
392
76.3J
28-03
SW-1
22-Aug-11
2.81
2g-03
SW-1
16-Feb-12
2.t1
93J
0.19)
1J
2.1.1
4C3
0.17J
Z01
3.9J
7.2.1
0.7ZJ
0.92.1
158
935
1701
28.03
5W-2
18-Oct-11
0.211
3.5J
53.31
0.70JL0.7141
3.31
2,396
13
153
2.7J
7.41
0.941
94J28-03
SW-2
16-Feb-12
2.9J97.31
0.95J2.91
2,968
4.91'
274
4.41
6.5128-03
SW-3
22-Aug-]1
4.5J
44.1J
0-53J
3.3J
1,142
2.SJ
106
3.2128-03
SW-3
15-Feb-12
2.71
94.4J
0.64J
2.2J
924
2.11
249
3g1
8.11
0.721
2.9J
159
9I0
1531
Notes:
Metal and Volatile Organk Compound units are in micrograms per liter (parts per billion).
Inorganic units are in milligrams per Ilter (parts per milllpn).
Standards obtained from section 15A NCAC 028,0211 Fresh Surface Water Quality Standards for Class C Waters
fNS No Statndard
Concentrations exceeds N.C. 2B Standards for Class C Waters
812nk cells Indicate analyte was not detected
' - Human Health Standard
• - Action Level Standard
J - Indicates the analytical result is an estimated concentration between the Method Detection Limit and the Solid Waste Section Reporting Limit.
CIM
Smith Page 1 of 1 March 20121Table 2.xlsx

Appendix A

Emkammd % In0o wp mUd
ID#: 6051
DARE COUNTY (C&D SITE)
MR. EDWARD L . MilM
DARE CO. PUBLIC WORKS DATE COLLECTED: 02/16/12
P,O. BOX 1000 DATE REPORTED : 03/12/12
MANTEO ,NC 27954
REVIEWED BY:
Mw-1 HW-2 HW-3 NW-8 MW-9 Analyaiu Method
PARAMETERS MDL SW81, Date Analyst Code
PH Yield measurement), Unite 6.6 6.9 6.8 6.2 5.2 02116/12RJH SM45DORS
Total Alkalinity, mg/1 1.0 1.0 296 393 40B 179 11 02116/12TRB SH2320B
Chluride, mg/l 5.0 5.0 1000 37 34 2699 16 D2/20/12HLB SH4500-CLB
Total Dissolved Residue, mg/1 1.D 1.D 1950 561 517 4340 211 02/17/12HEL S32540C
Bul£atc, mg/l 5.D 250.0 45.2J - u .-- u 166 J 120 J 02/21/12TRB SM426C
Antimony, ug/1 0.14 6.0 --- V --- U --- u --- U 0.21 J 02/23/12LFJ EPA200.B
Arsenic, ug/l 0.43 10.0 2.21 0.32 J --- u 3.3J 02/23/12LPJ EPA200.8
Arsenic, ug/1 0.43 10.0 249 02/29/12CMF SM3113B
Barium, ug/1 0.02 100.0 42.2 J 12.9 J 10.7 J 237 47.4 J 02/23/12LFJ EPA200.0
Beryllium, ug/1 0.02 1.0 0.09 J 0.06 J 0.11 J 0.50 J 0.45 J 02/23/12LFJ EPA200.0
Cadmium, ug/1 0.02 1.0 --- U U 0.04 J --- U 0.10 J 02/23/12LFJ EPA200.8
Cobalt, ug/l 0.03 1D.D 0.39 J D.18 J 0,15 J 0.24 J 3.2 J 02/23/12LPJ EPA200.B
copper, ug/1 0.02 10.0 1.9 J 1.50 0.28 J 6.0 J 5.1J 02,/23/12LFJ EPA200.8
Total Chromium, ug/1 0.04 1D.D 1.6 J 0.94 J 0.22 J 3.6 J 14 02/23/12LFJ EPA200.8
iron, ug/l 15.9 300.0 494DO 45400 25275 24150 68075 03107/12ADD 8113111E
Manganese, ug/l 0.61 50.0 578 344 398 166 69 02/27/12LFJ SPA200.7
Luud, ug/1 0.02 10.0 0.47 J 0.43 J 0.07 J 0.16 J 8.1J 02/23/12LPJ EPA200.8
Mercury, ug/1 0.05 0.20 --- U --- u --- U --- U --- U 02/23/12LFJ EPA200.9
Nickel, ug/1 0.04 50.0 2.01 0.88 J 0.77 J 1.8J 3.6J 02/23/121.FJ EPA200.8
Selenium, ug/1 0.20 10.0 6.7 J 0.26 J --- U 14 1.5J 02/23/12LFJ EPA200.8
Silver, ug/l 0.02 10.0 --- u --- V --- U -.-- U 0.07 J 02/23/12LFJ EPA200.B
Thallium, ug/1 0.02 5.5 --- a --- U --- u --- U 0.08 J D2/23/12LF0 EPA200.9
vanadium, ug/l 0.14 25.0 2.30 1.9J 0.71 J 5.4 J 31 02/23/12L>?J EPA200.8
zinc, ug/L 0.24 10.0 1.8 J 2.0U -.- U 2.7J 21 02/23/12LFJ EPA200.8
Conductivity (at 25c), uMhos/Cm 1.0 1.0 3460 '169 715 6830 259 02/16112RJH SM2510B
Temperature, °C 17 17 16 18 17 02/16/12RJH S142550B
Static Water Level, feet 2.DO 2.61 3.84 1.03 5.79 02/16/12RJH
Well Depth, feet 20.35 20.97 19.95 19.17 22.15 02/16/12RJH
J - Between MCI. and SWSL, V - Below ALL puanttitatton 1.imitrc.

DARE COUNTY (C&D SITE)
MR. EDWARD L, MANN
DARE CO. PUBLIC WORKS DATE COLLECTED: 02/16/12
P.O. BOX 1000 DATE REPORTED : 03/12/12
MANTEO .NC 27954
REVIEWED BYt
MW-10 HW-11 HW-12 aW-1 9W-2 Analysis Method
PARAMSTERS HBL SM. Date Analyst Cade
P11 (field meaouroment), Units 5.3 S.7 6.2 7.3 6.6 02/16/12RJH SH4500HB
Total Alkalinity, ng/1 1.0 1.0 45 48 49 158 143 02/16/12TRB SH2320D
Chlorido, mg/l 5.0 5.0 39 60 38 935 935 02/20/12HLB SM4500-CLB
Total Dioaolvod Residue, mg/l 1.0 1.0 1000 1980 02/22/12HI,B SH2540C
Total Dissolved Residue, mg/l 1.0 1.0 1000 203 1960 02/17/128K1, SH2540C
Sulfate, mg/1 5.0 250.0 3365 376 14.6 J 170 J 165 J 02/21/12TRB SH426C
Antimony, ug/l 0,14 6,0 --- U --- U --- U --- V --- U 02/23/12bya EPA200.8
Arsenic, ug/1 0,10 10,0 ID 5.1a 3.3J 2-11 2.9.3 02/23/12LFJ EPA200.8
Harium, ug/1 0.02 100.0 42,5a 72.4 J 43.6 J 93.0 J 97.3 J 02/23/121,PJ HPA200.6
Beryllium, ug/l 0.D2 1,D 0.25 J 0.13 J 0.10 J --- U --- U 02/23/12LPJ EPA200.0
Cadmium, ug/1 D.02 1.0 0.12 J 0.16 J 0.04 J --- U --- U 02/23/12LPJ EPA200.0
Cobalt, ug/1 0.03 10,0 2.00 2.7 J 0.93 J 1.01 1.4 J 02/23/12LPJ EPA200.8
Copper, ug/1 D.02 10.0 1.4J 1.5 J 0.94 J 2.1J 2.9J 02/23/12LFJ HPA200.0
Total Chromium, ug/1 0.D4 10.0 3.2 J 2.2 J 1A J 0.19 J 0.95 J 02123/12LPJ HPA200.B
iron, ug/l 1519 3D0.0 68475 54125 11605 403 2960 03/07/12ADD SM3111B
Manganeae, ug/1 0.61 50.0 617 295 253 201 274 02/27/12LFJ EPA206.7
Load, u9/1 0.02 10.0 1.3 J 1,6 J 1.3 J 0.17 J 4.9 J 02/23/121,PJ HPA200.0
Mercury, ug/1 0.05 0.20 --- V --- U --- U --- U --- D 02/23/12LPJ HPA200.8
Hiokel, ug/1 0.04 50.0 6.7 J 3.6 J 2.2J 3.9J 4.4 J 02/23/22LFJ HPA200.8
Rslsnium, UV/1 0.20 10.0 1.1 J D.35.7 0.24 J 7.2 J 6.5.3 02/23/12LFO EPA200.8
silver, e9/1 0.02 ]0.0 --- U --- U --- U --- U --- U 02/23/12LFJ EPA200.8
Thallium, ug/l 0.02 5.5 0.07 J 0.04 .7 0.06 J --- U --- U 02/23/12LF0 EPA200.8
Vanadium, ug/1 0.14 25.0 0,5 J 5.7 J 3.6 J 0.72 J 1.2J 02/23/12LFJ EPA200.8
Zinc, ug/l 0.24 10.0 14 9.0J 4.2 J 0.92 J 7.6 J D2/23/12LFJ EPA200.8
Conductivity (mt 25c), uMhoo/cm 1.0 1.0 1628 1134 262 3250 3150 02116112RJH SH2510B
Temperature, •C 10 17 17 11 11 02/16/12RJH 8H2550B
Static Water Level, feet 5,33 4.75 4.33 02116112RJK
Wall Depth, feet 21.97 20.42 22.65 02/16112RJH
J . Batween MDL and BWSL, U a BelOW ALL Quanititation Limits.

NEWdutm ° Rq % hcwpoQ NO
DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO ,NC 27954
ID#: 6051
DATE'COLLECTED: 02/16/12
DATE REPORTED : 03/12/12
REVIEWED BY:
SW-3 Trig
Analynia
Hethod
PARAMETERS
MDL
9WSL
Blank
Date Analypt Code
PH (field maASUrement), Unite
6.6
02/16/12RJH
SH4500HB
Total Alkalinity, m9/1
1.0
1.0
159
02/16/l2TRR
sH2320B
Chloride, mg/l
5.0
5.0
910
02/20112HLE
SM4500-CLB
Total Dleeolved ReaidUe, mg/l
1.0
1.0
2170
02/22/12HLB
SM2540C
sulfate, mg/l
5.0
250.0
153 J
02/21/l2THB
SM426C
Antimony, ug/l
0.14
6.0
--- U
02/23/126FJ
EPA200.8
AraeniC, ug/1
0.10
10.0
2.7J
02/23/12LFJ
EPA200.8
Barium, ug/l
0,02
100.0
94.4 J
02/23/12LFJ
EPA200.5
Beryllium, ug/l
0.02
1.0
--- U
02/23/12LFJ
EPA200.5
Cadmium, ug/1
0.02
1,0
--- U
02/23/12LFJ
EPA200.8
Cobalt, ug/l
0.03
10.0
0.901
02123/12LFJ
EPA200.6
Copper, ug/l
0.02
10.0
2.2J
02/23/12LFJ
sPA200.8
Total Chromium, ug/l
0.04
10.0
0.64 J
02/23/12LFJ
16PA200.0
Iron, ug/l
15.9
300.0
424
03/07112ADD
SH3111B
Manganeae, ug/l
0.61
50.0
249
02127112LFJ
EPA20D.7
Lead, ug/l
0.02
10.0
2.1J
02/23/12LFJ
EPA200.9
Mercury, ug/l
0.05
0.20
--- U
02/23112LFJ
EPA20D.8
Nickel, ug/l
0.04
50.0
3.8 J
02/23/12LFJ
SPA200.0
Selenium, ug/l
0.20
10.0
8.1J
02/23/12LFJ
EPA200.6
Silver, ug/1
D.02
10.0
--- U
02/23/12LFJ
HPA200.0
Thallium, Ug/l
0.02
5.5
--- U
02/23112LFJ
EPAM A
vanadium, ug/1
0.14
25.0
D.72 J
02/23/12LFJ
EPA200.8
Zinc, ug/1
0.24
10.0
2.91
02/23/12LFJ
EPA200.0
Conductivity (At 25c), uMhoe/am
1.0
1.0
3230
02/16/12RJH
SM2510B
Temperature, °C
11
02/16/12RJH
SM255013
J - Between MDL and SWSL, U . Belo„ ALL Uuanititation Limits.

FRAnflumq % hm© u(nnagco
CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P,O. BOX 1000
MANTEO, NC V 954
RZVIEWM BY:
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID: 6051
ANALYSTI MAO
DATE COLLECTED: 02/16/12
DATE REPORTED: D3/12/12
Page: 1
PARAMETERS, Ug/1
Date
MUL
Analyzed
AWSL
02/20/12
mW-1
D2/28/12
Kw-2
02/29/12
MN-3
02/29/12
mW-8
02/29/12
MY:-9
1.
Chloramathane
0.77
1.0
-•-
D
---
U
---
U
---
U
---
IT
2.
Vinyl Chloride
0,63
1.0
---
❑
---
U
---
U
.--
U
---
U
3.
BromameLhane
0.67
10.0
---
U
---
U
---
U
-__
U
-__
D
4.
Chloroethano
0.48
10.0
---
❑
---
U
---
U
--"
U
---
IT
S.
Trichloro[luoromethane
0.24
1.0
--•
❑
---
U
---
IT
---
U
---
11
6.
1,1-Dichloroethene
0,17
5,0
---
U
---
U
---
U
---
U
---
11
7.
ACetOne
9.06
100.0
---
11
---
U
---
U
---
U
---
U
8.
Iodomethanc
0.26
1D.6
---
U
---
U
---
❑
---
IT
---
U
4.
Carbon Dioullide
0,23
10D.0
❑
U
---
U
--'
U
---
U
10.
Mothylene Chloride
0.64
1.0
---
U
---
U
---
U
---
U
---
U
11.
trane-1,2-Dichloroethene
0.23
5,D
---
U
---
U
---
U
---
U
---
U
12.
1,1-Dichloroethene
0.20
5.0
---
U
---
U
---
U
---
U
---
U
13.
Vinyl Acetate
0.20
50,0
---
U
---
O
---
0
U
---
U
14.
Cis-1,2-Dichloroethenc
0,25
5.0
---
U
---
U
---
U
---
U
---
U
15.
2- But anone
2.21
100.0
---
U
---
U
---
U
---
U
---
U
16.
Bromochloromethane
0.27
3.0
---
U
---
U
---
U
---
U
17.
Chloro[orm
D.25
5.0
---
IT
---
U
---
0
---
U
---
o
18,
1,1,1-Triahlorocthene
0.19
1,0
---
[1
___
U
'-'
D
---
U
---
19.
Carbon Tetrachloride
0.22
1.0
---
IT
---
U
---
U
---
U
---
U
20.
Benzonc
0.24
1.0
---
a
---
U
---
U
---
U
U
21.
1,2-Dichloroethene
0.27
1.0
---
IT---
U
---
U
---
U
-'-
U
22,
Triahlaroathene
U.23
1.0
---
11
---
U
---
U
---
U
--•
U
23,
1,2-Dichloropropane
0.21
1.0
---
U
---
U
U
U
-
U
24.
Bromodichloromethene
0.21
1.0
---
U
---
U
---
U
U
--
U
25.
Cia-1,3-Dichloropropene
0.24
1.0
---
IT
---
U
---
U
- ---
U
---
U
26.
4-Methyl-2-PentenUne
1.19
100.0
---
u
---
U
---
U
--
IT
-
U
27.
TalUane
0.23
1.0
---
U
---
V
---
❑
---
U
---
U
26.
trena-1,l-Dtehloraprvpnne
0.28
1.0
---
U
---
U
U
---
U
---
U
29.
1,1,2-Triahlorvethane
0.25
1.0
---
U
---
U
---
U
---
U
---
U
30.
To tra chlorocthano
0,17
1.0
---
U
---
D
---
U
---
U
---
:T
31.
2-Haxenone
1.57
5D.0
---
U
---
U
---
U
---
U
-•-
U
32.
Dibromochloromethane
0.24
3.0
---
U
---
U
---
U
---
17
---
U
33.
1,2-Dihramcethana
0.26
1.0
---
1]
---
U
---
U
---
L1
---
U
34.
Chlorobonzene
0.30
3.D
---
U
---
U
---
U
---
U
---
U
35.
1, 1, 1,2-7otroahlvroelhane
0,22
5.0
---
IT---
U
---
U
---
U
---
IT
36.
xthylbenzone
0.21
l.D
---
U
---
U
---
U
---
U
-^-
U
37.
%ylenu:
0.60
5.0
---
U
---
U
---
U
---
U
---
U
38.
DlbromOmc thano
0.28
10.0-
❑
---
U
---
U
---
U
- -
IT
39,
Styrene
0.19
1.0
U
---
D
---
U
---
U
'
U
40.
Bromolarm
0.20
3.0
--•
U
---
U
---
U
---
U
'.'
IT
41.
1,1,2,2-Tutrachloresthanu
0.26
3.0
---
IT---
U
---
U
---
11
---
U
42.
1, 2,3-Triohloropropane
0.43
1.0
---
❑
---
U
---
❑
--'
U
---
U
43.
7,9-Dichlorohenzone
0.39
1.D
---
❑
---
U
---
U
---
U
---
U
44.
1,2-Dichlorob0nzene
0.32
5.0
---
U
---
U
---
U
---
U
---
U
45.
1,2-Dtbromo-3-C1%1oropropane
0.34
13.0
- -
U
---
D
---
U
---
U
---
U
46.
Acrylonitrilo
2.72
200.0
-•-
U
---
U
---
U
---
U
---
U
47.
tranc-1,4-Diehloro-2-Butane
0.42
30D.0
---
U
---
U
---
IT
---
U
---
U
0 . Between MDL and SWSL, U a Below ALL 0uanititat#on Limits.

CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. Box 1000
FSANTEO, MC 7954
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260E
CLIENT ID; 6051
ANALYST: MAO
DATE COLLECTED: 02/16/12 Page: 2
DATE REPORTED; 03/12/12
unto Analyzed
02/20/12
02/20/12
02/29/12
02/29/12
02/29/12
MW-1
KW-2
MN-3
MH-B
KK-9
PARR MSTtEkS, ug/l MDL SWSL
40. Tatrahydrofuran
0.39
2.0
-•- u
--- u
--- u
--- 0
--- u
J . BotWeen MDL and SWSL, U . Below ALL quanititation Limita-

radn,vaim(M 1, hmp(MM(d
CLIENT; DARE COLrATY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO, NC 27 54
REVIEWED BYt
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT IDt 6051
ANALYST[ MAO
DATE COLLECTED: 02/16/12 Page: 3
DATE REPORTED[ 03/12/12
PARAMETERS, ug/1
nate
MUL
Analyzed
SWEL
02/29/12
MW-10
02/29/12
KW-11
02/29/12
KW-12
02/29/12
SW-1
02/29/12
SW-2
1,
Ch10L0mathane
0.77
1.0
---
D
---
u
---
U
---
u
---
u
2.
Vinyl Chloride
0.63
1.0
---
u
---
U
---
u
---
u
---
u
3.
Bromomethane
0.67
10.0
---
u
---
U
---
u
---
U
---
u
4.
Chloroethano
0.48
30.0
---
u
---
U
---
Q
---
U
---
U
S.
Trichlorofluoromethano
0,24
1.0
---
u
...
U
---
U
---
U
---
U
S.
1,1-Dichloroethane
0.17
5.0
0
---
U
---
u
---
u
--
7,
Acetone
9.D6
100.0
---
u
---
U
---
Q
---
U
---
Q
B.
Ioaamethene
0.26
10.0
---
u
---
D
---
U
---
U
---
u
9,
Carbon Dieultido
0.23
100.0
---
U
---
0
---
IT
---
U
---
u
10,
Methylene Chloride
0.64
1,0
---
U
---
U
-__
u
_.-
U
---
U
It.
trana-1,2-Dichloroothena
0.23
5.0
U
---
U
--
V
---
Q
---
u
12.
1,1-nichloroethane
0.20
5.0
---
u
---
U
---
Q
---
Q
---
u
13.
Vinyl AceLate
0.20
50.0
---
u
---
u
---
u
---
Q
---
u
14.
Cie-1,2-DSchloroaLhene
0.25
5.0
•-
U
---
u
---
u
---
u
---
U
15,
2-Butanone
2.21
100.0
U
---
u
---
u
U
---
u
26.
Bromochlcromethana
0.27
3.0
U
---
u
---
u
---
U
---
a
17.
Chloroform
0.25
5.0
---
U
---
U
---
Q
---
u
---
U
10-
1,1,1-Trlchloroethane
0.19
1.0
U
---
U
---
U
---
U
---
u
19.
Carbon Tetrachloride
0.22
1.0
---
u
---
a
---
Q
.--
u
---
D
20.
Benzene
0,24
1.0
---
u
---
u
---
Q
---
U
---
D
21.
1,2-Dichloroethane
0,27
1.0
---
u
---
U
---
U
---
u
---
U
22,
Trichloroathane
0.23
110
---
U
---
U
--.
u
.__
u
__-
U
23.
1,2-Dichloropropane
0.21
1.0
---
U
---
U
---
U
---
U
---
U
24.
Bromodiahloromethane
0.21
1.0
---
u
---
U
---
Q
---
U
--•
U
25,
Cia-1,3-Dichloropropane
0.24
1.0
---
u
---
u
---
U
---
U
---
U
26,
4-Methyl-2-Pantanone
1.19
100.0
---
u
---
U
---
U
---
u
---
U
27.
Tolueno
0.23
1.0
---
o
---
U
---
U
---
U
---
U
28.
crana-1,3-Dichloropropene
0.29
1,0
---
U
---
u
---
U
---
U
---
U
29,
1,1,2-Triehloroethane
0.25
1.0
u
---
U
---
U
---
u
---
U
30,
T e t re chloroethene
0.17
l.o
---
u
---
U
---
U
---
u
---
U
31.
2-Mexanone
1.57
50.0
---
u
---
u
---
U
---
u
---
U
32.
Dibromochloromothano
0.24
3.0
---
u
---
U
---
U
---
u
---
Q
33.
1,2-plbromoathano
0.26
1.0
---
V
---
u
---
Q
---
U
---
u
34.
Chlorobonzone
0.30
3.0
---
U
---
U
---
u
---
U
•'-
u
35.
1, 1,1, 2-Totrachloroethane
0.22
5.0
---
U
---
u
---
u
---
u
---
u
36.
Ethylhonznne
0.21
1.0
---
U
---
U
---
U
---
u
---
u
37.
zylenee
0.68
5.0
---
u
---
u
---
U
---
U
---
u
38.
Dibromomethane
0.28
10.0
••-
u
---
u
---
U
---
U
---
u
39-
9tyreno
0,19
1.0
---
U
---
u
---
U
---
u
---
U
40.
Bromoform •
0.20
3.0
---
0
---
u
---
U
---
u
---
U
41,
1,1,2,2-Totrachloroothane
0.26
3.0
---
U
---
Q
---
U
---
u
---
u
42.
1,2,3-Trichloropropone
0.43
1.0
---
u
---
u
---
13
---
u
---
Q
43.
1,4-Dlchlorobonwene
0.39
1.0
---
U
---
U
---
U
---
U
---
U
44.
1,2-Dlchlorobenzene
0.32
5.0
---
u
---
U
---
u
---
Q
---
U
45,
1,2-Dibromo-3-0hloropropane
0.34
13.0
---
u
--•
U
---
U
---
a
---
U
46.
Aorylonitrile
2.72
200.0
---
V
---
u
---
U
---
u
---
u
47.
[tens-1,4-Dichloro-2-BuLenp
0,42
100.0
---
«
'--
u
---
U
-'-
U
---
u
J - Between MUL and SWSL, 0 - Below ALb Quanititation Limita.

0
lown'T&MUMN 1, 4wpun" q0d
CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P,O, BOX 1000
MANTEO, NC 27 54
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID: 6051
ANALYST: MAO
DATE COLLECTED: 02/16/12
DATE REPORTED: 03/12/12
Pages 4
Date Analyzed
02/29/12
02/29/12
02/29/12
02/29/12
02/29/12
NW-10
MW-11
MW-12
SW-1
SW-2
PARAMETERS, ug/1 ML SWSL
48. TatrohydroLuran 0.39
1.0
--- u
--- u
--- u
--- v
--- V
4
J e Between MDL and SWSL, U - Below ALL 4uanititatiOn Limite.

KRAHmmumN % boffpommdo
CLIENTi DARE COUNTY (C&D SITE)
MR, EDWARD L. MANN
DART; CO, PUBLIC WORKS
P.O. BOX 1000
MANTEO, NC 2? 54
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT IDr 6051
ANALYST: MAO
DATES COLLECTED: 02/16/12
DATE REPORTEDr 03/12/12
RARAMSTER6. ug/l
Date
MM
Analysed
SWSL
02/29/12
SW-3
02/29/12
Trip
Blank
1.
Chloromethane
0.77
1.0
---
u
---
u
2.
Vinyl Chloride
0.63
1.0
---
u
---
O
3.
Bromomethens
0,67
la-0
---
u
---
U
4.
Chloroethane
0.48
1D.0
---
u
---
u
5.
rrichlorofluoromethane
0.24
1.0
---
D
---
u
6.
1,1-Dichloroethene
0.17
5.D
---
u
---
U
7.
Acetone
9.06
100.0
---
u
---
0
e.
lodomethane
0.26
10.0
---
u
---
U
9.
Carbon Aisullide
0.23
100.0
-
u
---
u
1D.
Methylene Chloride
0.64
1.0
--
0
---
u
11.
trans-1,2-Diohloroethene
0.23
5.0
---
u
---
u
12.
1,1-Diohloroathene
0.20
5.0
---
u
---
u
13.
Vinyl Acetate
0.20
50.0
---
u
---
u
14.
C19-1,2-Diohloroethene
0.25
5.0
---
u
---
u
15.
2-Butanone
2.21
1D0.0
---
u
---
u
16.
Bromochloromothane
0127
3.0
---
u
---
u
17.
Chloroform
0.25
5.0
---
u
---
u
19.
1,1,1-Trlchloroethane
0.19
1.0
---
u
---
u
19.
Carbon Totraahloridn
0.22
1.0
---
u
---
u
20.
Benzene
0.24
1-0
---
u
---
D
21.
1,2-Dichloroothnne
0.27
1,0
---
u
---
u
22.
Trlchloroethona
0.23
1.0
---
u
---
D
23.
1,2-Dichlaropropane
0.21
1.0
---
0
---
u
24.
Bromodichloromathane
0.21
1.0
---
u
---
u
25.
Cio-1,3-Bichloropropene
0.24
1.0
---
u
---
U
26,
4-Methy2-2-Pentenono
1.19
100.0
---
u
---
D
27.
Toluene
D.23
1.0
---
u
---
D
78.
trans-1,3-Diohloropropone
0.28
1.0
---
u
---
u
29.
1,1,2-Triohloroethano
0.25
1.0
---
u
---
u
30.
Tetrachloroethene
0.17
1.0
---
u
---
D
31,
2-Hexanone
1.57
5D.0
---
D
---
u
32.
Dibromochloromethane
0.24
3.0
---
u
---
u
33.
1,2-Dibromoethane
0.26
1.0
---
u
---
u
34.
Chlorobanzano
0.30
3.0
---
u
---
u
35.
1,1,1,2-Tatrachloroethane
0.22
5.0
---
D
---
u
36.
Sthylbenzene
0,21
1.0
---
u
---
u
37,
Xylonee
0.68
5.0
---
0
---
u
38.
Dlbromomethone
0.28
30.0
---
u
---
u
39.
Styrene
0.19
1.0
---
u
---
u
40.
Bromoform
0.20
3.0
---
u
---
u
41.
1,1,2,2-Tetrachloroothana
0.26
3.0
---
u
---
u
42.
1,2,3-Trichloropropane
0.43
1.0
---
u
---
u
43.
1,4-Dichlorobenzene
0.39
1.0
---
u
---
u
44.
1,2-1>ichlorobenzene
0.32
5.0
---
u
---
0
45.
1,2-Dibromo-3-Chloropropaue
0.34
13.0
---
u
---
u
46.
Acrylonitrile
2.72
200.0
---
0
---
u
47.
trana-1,4-Diclkloro-2-Butene
0.42
100.0
•--
a
---
u
J • Between HDL and DW'SL, U - Below ALL quanititation Limits.
Page: 5

Egowkoo INH(M 1, hogur®mfto
CLIENT: DARE COUNTY (C&D SITS)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO, NC 954
REVIEWED BY;
VOLATILE ORGANICS
EPA METHOD 8260E
CLIENT ID: 6051
AVALYST: MAO
DATE COLLECTED: 02/16/12 Page: 6
DATE REPORTED: 03/12/12
Data Analyzed
02/29/12
02/29/12
OW-3
Trip
PARAMETERS, ug/1 MDL 9W97,
Blank
4B. Tatrahydrofuran
0.39
1,0
--- U
--- ➢
1 . DetWCOA MDL and SWSL, U - BeloW Abl, puanititation Limits.

Environment 1,,Inc• CHAIN OF CUSTODY RECORD
P.O. Box 7085, 114 Oakmont Dr.
Greenville. NC 27858 Pave 1 of 2
c1hone [phone] • Fax [phone]
CLIENT*D51 weeks 9
DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MAN7EO NC 27954
COLLECTION
DISINFECTION
Ij CHLORINE
ID uv
NOS
j
-CHLORINE NR>TRAUZEDATCOLLECTION
!
OHCHEC<(LAB)
p p
P
I
pP P
PCOWAINER
k �
TYPE, PIG
A A
A JA
CHEMICAL PRESERVAMON
A -1VONE D • NAOH
B-HNO E-HCL
C H,SO, F ZNC ACETAiF
G - NATHIOSMATE
z
oc '6
L
a
o¢
LU
J
w�
W 8
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z
S
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c
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°
U
?,
Was
=
F v `�" U
�
9
i~
N
i8
t W w
SAMPLE LOCATION
DATE
TIME
Mw-1
CI.ASSlF1CATi0N
❑ WASTEWATER(NPDES)
DRINKINGWATER
DWOJGW
SOUO WASTE SECTION
MW 2
} «,
b�'
; Y.
MW-3 '�
t to i�.
�j
� �✓
�
7
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°'" �
•;�.;c. ,�"•.,
MW-8
p
7
a.
k.s :w ff
INIW-9
f
7
}.a
R— OIL
MW-10
7
' ��
$"'
CHAIN OF CUSTODY MAINTAINED
OURIN MENTIDE'_IVERY
MW-12
/
7
SW-1
?
: l
h ` .'
SAMPLES COLLECTED BY:
(Please t}
SW-2
////1JJ /} pJ��
t
Jy 11
{/
f l
!r�
T
�
k a
'-3
jo )
1 G�
I
SAN:PLES RECE IN LAB AT °C
U ! Y(SIG.) (SAMPLER)
p D7ATEr WiE
R 3Y IG}
y rDATE1TtM1:
COMMENTS:
REiJNQUISHEDBY( G.}
DATEMME
RECEIVED (
DATEMME
RELINQUISHED BY (SIG.)
DATErnIVIE
RECEIVED BY (SIG.)
DATUTIME
PLEASE READ Instructions for completing this form an the reverse side. Sampler must place a "C" for composite sample or a V for
FORM 95 Grab sample in the blocks above for each parameter requested. N _o
3 $

Environment 1, Inc.
P.O. Box 7085, 114 Oakmont Or,
Greenville, NC 27858
CHAIN OF CUSTODY RECORD
Page 2 of 2
Phone [phone] • Fax [phone] DISINFECTION
CHLORINE NEUMALIZEDAT COLLECTION
CHLORINE
CLIENT:605I Week:9
UV
pHCHECK(LAB)
P
P IP
P
P
P
P P
G
CONTAINERTYPE,PIG
DARE COUNTY (C&D SITE) NONE
\1R. EDWARD L. MANN
CHE-MICALFRESERVA11ON
DARE CO. PUBLIC WORKS
P-O- BOX 1000
A
A
A
A
A
A
A A
E
E
MA=0 NC 27954'
A -NONE D-NAOH
w
wog Q z
�
L
„
E
•,
N
B-HNO3 E-HCL
U)
J
x
L
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o
CL
a
� C-H2SO, F-ZINCACETATE
COLLECTION
b a
°'
a
G • NAT'HIOSULFATE
SAMPLE LOCATION DATE TIME �" ¢
U
F
�"
�
U E
�Z
W
m
z
a
Trip Blank
2
;'
CLASSIFICATION;
!� WASTEWATER (NPDES)
DRINKING WATER
DWQIGW
SM'D WASTE SECTION
CHAIN OF CUSTODY MAINTAINED
DURING < 'IPMENT/DELIVERY
Y N
•f
SAMPLES COLLECTED BY:
(Please Print) pp
SAMPLES ECE, IN LAB ATC�' Z °C
A_ E1.iNQU{Sl,1ED BY (SIG.) (SAMPL�R)
1
DATFJT'IME RECEiV�Y (SiG
D �� E COMMENTS: -
V� f�J�Y,Ii
g
Y �� L
DATEMME
DATEMME
RELINQUISHED iG.)
DATEMME RECEIVED BY ( G.}
RELINQUISHED BY (SIG.)
DATEIIIUIE RECFJVED BY (SIG)
PLEASE READ Instructions for complOrig this farm on the reverse side. Sampler must place a "C" for composite sample or a "G" ror
FORM #s Grab sample in the blocks above for each parameter requested. N _o 234480

O
0
0
0
0
0
0
O
O
O
O
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
E%w'HT0flHgW % houpo WWO
DARE COUNTY (C&D SITR)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORXS
P.O. BOX 1000
MANTEO ,NC 27954
PARAMETERS
PH (field measurement),
Units
Total Alkalinity, mg/l
Chloride, mg/l
Total Dissolved Residue,
mg/1
Total Dissolved Residue,
mg/l
Sulfate, mg/3
Antimony, ug/1
Arsenic, ug/1
narium, ug/1
Beryllium, ug/1
Cadmium, ug/l
Cobalt, ug/l
Copper, ug/l
Total Chromium, ug/1
Iron, ug/1
Manganaaa, ug/l
Load, ug/l
Morcury, ug/l
Nlckol, ug/l
Selenium, ug/l
Silver, ug/1
Thallium, ug/l
vanadium, ug/1
Zinc, ug/l
Conductivity (at 25c), uMhva/um
Temperature, 'C
Jtatic Water Level, fact
Well Depth, feat
MW-13
Hot SWSL
ID#: 6051 A
DATE COLLECTED: 02/16/12'
DAT$ REPORTED : 03/12/12
REVIEWED BY: -
MW-14 MW-15 MW-16 MW-17 Analynin Method
Data Analyst Code
5.0
6.7
6.6
6.2
4.5
02/16/12ROH
SM4500HB
1.0
1.0
343
273
143
163
--- U
02/16/12TRR
SM2320B
5.0
5.0
46
36
30
2824
22
02/20/12HLB
SH4500-CLB
1.0
1.0
584
411
296
459
02/17/12MEL
SH2540C
1.0
1.0
4780
02/22/12HLB
9Yi2540C
5.0
250.0
12.911
--- U
23.4 J
255
372
02/21/12TRR
SH426C
0.14
6.0
0.25 J
--- U
--- U
--- U
--- U
02/23/121.1rJ
EPA200.6
0.10
10.0
3.017
3.3J
5,3J
6.6.7
4.11
02/23/1.2LFJ
EPA200.8
0.02
100.0
31.4 J
R9.3 J
24.9 J
263
36A J
02/23112LF,7
EPA200.8
0.02
1.0
0.08 J
--- 1)
0.07 J
0.36 J
0.90 J
02/23/121,FJ
EPA200.8
0.02
1.0
0.08 J
D.04 J
0.09 J
--- U
0.21 J
02/23/121,PJ
EPA2DO.8
0.03
10'0
0.26 J
D.20 J
0.33 J
0.17 J
3.1 J
02/23/12LFJ
EPA200.8
0.02
10.0
0.27 J
0.70 J
0.30 J
6.1 J
1.1 J
02/23/12LFJ
EPA200.8
0.04
10.0
1.4 J
1.9 J
0.90 J
3.2 J
1.6J
02/23/12LYJ
EFA200.8
15.9
300.0
40U75
32250
29125
24175
774E
03/07/12ADD
SM31118
D.61
50.D
351
2D6
226
108
98
02/27/12LF3
EPA200.7
0,02
10.D
0.31J
0.16J
0.38 J
0.06 J
1.4 J
02/23/12LFJ
EFA200.6
0.05
0.2D
0.11J
--- U
--- U
--- U
--- U
02/23/12LFJ
EPA200.8
0.04
Solo
0,93 J
0.88 J
0.62 J
1.8 J
6.3J
D2/23/12LFJ
EPA200.8
0.20
10.0
0.34 J
- U
--- U
21
0,51 J
02/23/12LFS
EPA20D.0
0.02
10.0
--- D
- U
--- U
--- U
--- U
D2/23/12LFJ
HPA20D.6
O.D2
5.5
0.03 J
- - U
--- U
--- U
--- U
D2/23/12LFJ
FPA200.8
0.14
25.0
2.5J
1.9a
1.2a
4.7 J
2.1J
D2/23/12LFJ
EPA20D.B
0.24
10.0
1.6J
1.9a
78
1,OD d
302
02/23/12LFJ
EPA200.8
1.0
1.0
773
550
403
8270
618
D2/16/12RJH
BM25108
17
17
17
18
15
02/16/12RJH
8M255DB
4.11
4.29
4.55
5.74
4.27
02/16/12RJH
22.41
22.02
22.62
20.11
14.78
02/16/12RJH
J - 8etxeen Hot and SWSL, U - 11010W ALL Quanititation Limits.

a
�fw,ummwml % hmpufflft �
CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO, NC 27954
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID: 6051 A
ANALYST: MAO
DATE COLLECTED: 02/16/12
DATE REPORTED: 03/12/12
Page: 1
PARAMETERS, ug/1
Date
MDL
Analyzad
SHOL
02/29/12
MW-13
03/01/12
HW-14
03/01/12
MN-15
03/D1/12
MW-26
03/01/12
NW-17
1.
Chloromethane
0.77
1.0
---
v
---
U
---
U
---
u
---
u
2,
Vinyl Chloride
0.63
1.D
---
u
---
U
-••-
D
---
U
---
0
3.
Bromomethane
0.67
10.0
---
u
---
u
---
D
---
U
---
u
4.
Chloroathane
U.48
10.0
---
v
---
u
---
u
---
u
---
u
5.
Trichlorotluoromathane
9.24
1.0
---
v
---
u
---
u
---
U
---
u
6.
1,1-Dichloroethene
0.17
5.0
---
u
---
U
---
u
---
U
---
u
7.
Acetone
9.06
10010
-•-
U
---
u
---
U
---
u
---
u
8.
lodomethene
0.26
10.0
---
v
---
V
---
u
---
u
---
U
9.
Carbon Disulfido
0.23
100.0
---
u
---
U
---
U
---
D
---
U
30.
Hathylano Chloride
0.64
1.0
---
u
---
u
---
U
---
U
---
u
11.
trans-1,2-Dichlorosthene
0.23
5.0
---
u
---
u
---
u
---
U
---
u
12.
1.1-Dichloroethane
0.20
5.0
•-
U
---
u
---
U
---
u
---
u
13.
Vinyl Acetate
0.20
50.0
---
U
---
U
-^•
u
---
u
---
D
14,
C1a-1,2-Dichloroethene
0.25
5.0
u
---
U
---
u
---
u
---
n
15.
2-Butanono
2.21
100.0
---
u
---
U
_--1
U
...
❑
---
u
16.
Bromochloromethane
D.27
3.0
---
u
---
V
---
U
---
u
---
U
17.
Chloroform
D.25
5.0
---
U
---
U
---
u
.--
u
---
U
10,
1,1,l-Trichloroethane
0.19
1.0
---
u
--
U
---
u
---
u
---
u
19.
Carbon Tetrachloride
0.22
1.0
---
v
---
u
---
u
---
u
---
D
2D.
Benzene
0.24
1.0
---
u
---
U
---
u
---
u
---
u
21.
1,2-vichloroethane
0.27
1.0
---
u
---
U
---
U
---
u
---
u
22.
7r1chloroethene
0.23
1.0
---
u
---
U
---
u
---
U
---
u
23,
1,2-Dich1orapropane
0.21
1.0
---
u
---
D
U
---
u
---
u
24.
Bromodichloromethene
0,21
1.0
---
U
---
u
---
u
---
U
---
u
25.
Cis-1,3-Dichloropropene
0.24
1.0
---
o
---
11
---
D
---
U
---
U
26.
4-Hothyl-2-Pentanone
1.19
10D.0
---
u
---
u
---
u
---
U
---
u
27.
Toluene
0.23
1.0
---
u
-_.
u
_-_
u
-^-
a
---
U
28.
trans-1,3-Dichloropropona
0.28
1.0
v
u
---
u
---
0
---
u
29.
1,1,2-Trichloroothane
0.25
1.0
---
u
---
U
---
U
_--
u
---
U
30,
Tetrachloroothene
0,17
1.0
---
u
---
U
---
u
---
U
--••
U
31.
2-Haxanone
1,57
50.0
---
a
---
u
---
D
...
u
---
U
32.
vibromochloronethane
0.24
3.0
---
u
---
U
---
U
---
u
---
U
33.
1,2-olbromoathane
0.26
1.0
---
u
---
U
---
u
---
u
---
u
34.
Chlorobanzane
0.30
3.0
---
U
---
u
---
U
---
u
---
u
35,
1,1,1,2-Totrachloroethane
0.22
5.0
---
U
---
u
---
U
---
u
---
11
36.
Ethylbonzene
0.21
1.0
---
U
-•
u
---
u
---
u
V
37.
xylonoa
0.60
5.0
---
u
--•
u
---
u
---
u
---
u
38.
Dibromomethane
0.28
10,0
u
---
D
__.
u
___
u
.__
U
39.
Styrene
0.19
1,0
...
u
---
u
---
U
---
u
---
u
40.
Hromoform
0.20
3.0
---
u
---
U
^--
u
---
u
---
u
41.
1, 1, 2,2-Totrachloroothane
0.26
3.0
u
---
u
---
u
---
U
---
U
42.
1,2,3-Trichloropropmne
0.43
1.0
---
u
---
u
--•
u
^-•
u
---
u
43.
1,4-Dichlorobenzene
0.39
1.0
---
U
---
U
---
u
---
u
---
u
44.
1,2-Dichlorobenzene
0.32
5.0
---
U
---
u
---
u
--•
u
---
V
45.
1,2-Dibromo-3-Chloropropane
0.34
13.0
---
U
---
u
---
U
---
U
---
u
46,
Acrylonitrllo
2.72
200.0
- -
u
---
u
---
u
---
u
---
U
47.
trans-1,4-Dichloro-2-Butene
0.42
100.0
•-
u
---
u
---
u
---
u
---
u
J n Between MDL and SWSL. u - 001OW ALL Quanititation Limits.

0
0
0
0
0
0
0
0
O
0
O
O
O
0
0
O
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
d[DW1[1Qmmii oM % h(mo TFmOod
CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO, NC 27354
REVIEWED BYt
VOLATILE ORGANICS
EPA METHOD 8260E
CLIENT IDt 6051 A
ANAT.Y S T : MAO
DATE COLLECTEDt 02/16/12 Page: 2
DATE REPORTED: 03/12/12
Data Analyzed
02/29/12
03/01/12
03/01/12
03/01/12
03/01/12
HW-11
Mw-14
Kw-15
KW-16
NW-11
PARMETOR8, u9/1 HDL SWSL
4B, Tetrahydroiuran
0,39
1..0
--- U
--- U
--- U
--- U
--- U
a a Uetween HDL and 8WBL, 0 # Below ALL Quanititation Liafta.

Mdur omM % hmpumagd
CLIENT: DARE COUNTY (C&D SITE)
MR, EDWARD L. MANN'
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO, NC 17954
"11/
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260B
CLIENT ID: 6051 A
ANALYST-. MAO
DATE COLLECTED: 02/16/12
DATE REPORTED: 03/12/12
•
PAXAMWMS, ug/l
Date
14131.
Analysed
swSL
03/01/12
Trip
Blank
1.
Chlaromethane
0.77
1.0
---
❑
2.
vinyl Chloride
1.63
1.0
---
❑
3.
Bromomethane
0.67
1D.0
---
❑
4.
ChloroeLhane
0.48
10.0
---
❑
5.
Trichlorofluoromethane
0.24
1.0
---
U
6.
1,1-Dichloroethene
0.17
5.0
---
U
7.
Acetone
9.06
100.0
U
8,
iodomethana
0.2;
10.0
---
U
9.
Carbon DiBulfide
0.23
10010
---
U
10,
Methylene Chloride
0.64
1.0
---
U
11,
trans-1,2-Dichloroethans
0.23
5.0
---
❑
12.
1,1-Dichloroethane
0.20
5.0
---
❑
13.
vinyl Acetate
0.20
5010
---
U
14,
Cia-1,2-Dichloroethane
0.25
5.0
-•-
❑
15.
2-Butanons
2.21
10010
---
U
16.
Bromachloromethane
0.27
3.0
---
U
17.
Chloroform
0.25
5.0
---
U
18,
1,1,1-Trichloroathane
0.19
1,0
---
U
19.
Carbon Tetrachloride
0.22
1.0
---
U
20,
Benzene
0.24
1.0
---
u
21.
1,2-Dichloroethane
0.27
1.0
---
❑
22.
Trichloroetheno
0.23
1.D
---
U
23.
1,2-0ichloropropane
0.21
1,0
---
U
24.
eromodichIoromsthana
0.21
1,0
---
U
25.
Cla-1,3-nichloropropene
0.24
1,0
---
U
26.
4-Methyl-2-Pentanone
1,19
100.0
---
❑
27,
Toluene
0.23
1.0
--•
U
28.
trans-1,3-Dichloropropene
0,2B
1.0
---
U
29.
1,1,2-Trichloroathane
0.25
1.0
---
U
30.
Tetrachloroethene
0.17
1.0
---
U
31,
2-Hexanone
1.57
50.0
---
U
32.
Dibromochloromethane
0.21
3.0
---
U
33.
1,2-Uibromoethane
0.26
1.0
---
U
34.
Chlorobenzone
0.3D
310
---
U
35,
1,1,1,2-Tetrachloroothana
D.22
5.0
---
U
36.
Sthylbenzeno
0.21
1.0
---
U
37.
XyleneB
0.68
5.0
---
U
38.
Dibromomethane
0.28
10.0
---
U
39.
styrene
0.19
1.0
---
❑
40.
Bromoform
0.20
3.D
---
U
41.
1,1,2,2-Tetrachloroethane
0.26
3.0
---
U
42.
1,2,3-Trichlar0pr0pane
0.43
1.0
---
U
43.
1,4-Dichlorobenzene
D.39
1.0
---
U
44.
1,2-Dichlorobenzene
0.32
5.0
---
U
45.
1,2-Dibromo-3-Ch1oropropane
0.34
13.0
---
U
46.
Acrylonitrile
2.72
200.0
^•
U
47.
trans-1,4-D1ohloro-2-Butene
0.42
100.0
--•
U
J . Between MUL and SWSL, U = B010W ALL puanitltaatl0n Limits.
Page: 3

FRdj gDRff@M `, kvwpo © mftd
CLIENT DARE COUNTY {C&D SITE}
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO, NC 27954
REVIEWED BY:
VOLATILB ORGANICS
EPA METHOD 8260B
CLIENT IDt 6051 A
ANALYSTt MAO
DATE COLLECTED: 02/16/12 Paget 4
DATE REPORTED; 03/12/12
nato Analyzad
01/01/12
Trip
PARAMETERS, U9/1 M13L 9w911
Blank
40. Totrahydroturan
0.39
L.0
--- B
a - Butwoun MAI. and 6WSL, U ., Bolow ALL Quanititation Limfto.

• -� 5-1-• !! •-!-• • ! ��•
Environme�A 1, Inr.
P O. Sox 7085, 114 Oakmont Dr.
Greenville, NC 27858
CHAIN OF CUSTODY RECORD
Page 1 of 1
Phone [phone] • Fax [phone]
DISINFECTION
CHLORIN ENEUTRAL3ZEDATCOLLECTION
CHLORINE
Cif/
LZ
L
pH CHECK (LAB)
CLIENT:6051 A Week- 9
UV
P
P
P
P
P
P
P P
G
CONTAINER TYPE, PIG
DARE COUNTY (C&D SITE)
� NONE
MR. EDWARD L. MANN
JA
CHEMlCALPRESERVATION
DARE CO. PUBLIC WORKS
P.O. BOX 1000
A
A
A
A
A
A
A
MANTEO NC 27954
A -NONE D-NAOH
L
L
z
B HNO, E-HCL
Y
ca
LU C-H..,SO, F-ZINCACETATE
COLLECTION
JLU
Q
Q
qv
a
"
w
m
C
L.
o
U
r
F
=
V
u
% 0
U
0.
e
m
C
C�
o
ow
A
o
=
G-NATHOSIAFATE
a
SAMPLE LOCATION
DATE
TIME
NM-13
[ (a
r!
1
8
} -
CLASSIFICATION:
WASTEWATER (NPDES)
DRINKINGWATER
MW-14
�7
7
�`
F
MW-15
f��
J
f
:: $'' `.}:5�
'b�£
Y..
'
DWCGW
i
Is
7
IOU'
.l
SOLID WASTE SECTION
2
Trip Blank
CHAIN OF CUSTODY MAINTAINED
DURING IPMENTJDELIVERY
Y N
SAMPLES COLLECTED BY:
( Pring
SAMPLES R EWEAN LA8A 9 °C
NQUISH D Y (SIG.) (SAMPLEA)
DATEMME
R BY (SIG.)
DATEMME C0MMENTS:
DATEMME
DATFMME
RELINQUISHED BY (S .)
DATEIflME
RECENED BY (SIG.)
RELJNQUISI{ED BY (51G.)
DATFJTiME
RECENED BY (SIG.)
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a "C' lor composite sample or a "G" far N ° 2 9
FORM a5 Grab sample in the blocks above for each parameter requested,

Appendix C

Appendix C
NPDES Permit

STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
TO DISCHARGE STORMWATER, MINE DEWATERING, AND PROCESS WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission and the Federal Water Pollution Control Act, as amended, this permit is
hereby issued to all owners or operators, hereafter permittees, which are covered by this permit as
evidenced by receipt of a Certificate of Coverage by the Environmental Management Commission to
allow the discharge of stormwater, mine dewatering wastewater, and process wastewater to
the surface waters of North Carolina or to a separate storm sewer system conveying discharges
to surface waters, from active and inactive mining sites, in accordance with the terms and
conditions set forth herein.
Coverage under this General Permit is applicable to:
♦ Stormwater point source discharges associated with mining and quarrying of non-
metallic minerals (except fuels), mine excavation, processing, and vehicle maintenance;
♦ Mine dewatering wastewater discharges;
♦ Wastewater discharges from sand and/or gravel operations;
♦ Operation of non -discharging closed -loop recycle systems (and infrequent overflows);
♦ Process wastewater discharges from non -closed -loop recycle systems.
The following activities and associated discharges are excluded from coverage under this permit:
♦ Borrow Pits covered by the DOT statewide Stormwater permit,
♦ Peat Mining,
♦ Coal Mining,
♦ Metal Mining,
♦ Oil and Gas Extraction Operations, and
♦ Combined Mining/Asphalt Operations (where asphalt operation is not covered by a separate
permit).
The General Permit shall become effective on January 1, 2010.
The General Permit shall expire at midnight on December 31, 2014.
Signed this day December 29, 2009.
Original Si ned bE Chuck Wakild
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

Permit No. NCG020000
TABLE OF CONTENTS
PART I INTRODUCTION
Section A: General Permit Coverage
Section B: Permitted Activities
PART II AUTHORIZATION TO CONSTRUCT AND OPERATE A TREATMENT FACILITY
Section A: Requirements to Construct New or Expanded Treatment Facilities
Section B: Requirements For Operation of a Treatment Facility
PART III MONITORING, CONTROLS AND LIMITATIONS FOR PERMITTED DISCHARGES
Section A: Stormwater Pollution Prevention Plan (SPPP)
Section B: Stormwater Discharges: Analytical Monitoring Requirements
Section C: Stormwater Discharges: On -Site Vehicle Maintenance
Section D: Stormwater Discharges: Qualitative Monitoring Requirements
Section E:' Wastewater Discharges: Effluent Limitations and Monitoring Requirements for Mine
Dewatering Wastewater and Process Wastewater
PART IV STANDARD CONDITIONS
Section A: Compliance and Liability
1.
Compliance Schedule
2.
Duty to Comply
3.
Duty to Mitigate
4.
Civil and Criminal Liability
S.
Oil and Hazardous Substance Liability
6.
Property Rights
7.
Severability
8.
Duty to Provide Information
9.
Penalties for Tampering
10.
Penalties for Falsification of Reports
Section B: General Conditions
1. General Permit Expiration
2. Transfers
3. When an Individual Permit May be Required
4. When an Individual Permit May be Requested
i

Permit No. NCG020000
5. Signatory Requirements
6. General Permit Modification, Revocation and Reissuance, or
Termination
7. Certificate of Coverage Actions
Section C: Operation and Maintenance of Pollution Controls
1. Proper Operation and Maintenance
2. Need to Halt or Reduce not a Defense
3. Bypassing of Wastewater or Stormwater Control Facilities
Section D: Monitoring and Records
1.
Representative Sampling
2.
Recording Results
3.
Flow Measurements
4.
Test Procedures
S.
Non-Stormwater Discharges
6.
Representative Outfall
7.
Records Retention
8.
Inspection and Entry
Section E: Reporting
Requirements
1.
Discharge Monitoring Reports
2.
Submitting Reports
3.
Availability of Reports
4.
Non-Stormwater Discharges
5.
Planned Changes
6.
Anticipated Noncompliance
7.
Bypass
8.
Twenty-four Hour Reporting
9.
Other Noncompliance
10.
Other Information
PART V LIMITATIONS REOPENER
PART VI ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
PART VII DEFINITIONS

Permit No. NCG020000
PART 1— INTRODUCTION
SECTION A: GENERAL PERMIT COVERAGE
All persons desiring to have facilities covered by this General Permit must register with the Division
of Water Quality (DWQ) by the filing of a Notice of Intent (NOI) and applicable fees. The NOI shall be
submitted and a certificate of coverage issued prior to any discharge of stormwater associated with
industrial activity, mine dewatering wastewater, or process wastewater that has a point source
discharge to the surface waters of the state.
This General Permit covers mining and quarrying of nonmetallic minerals (except fuels) including
borrow pits (that would not be covered under the statewide DOT stormwater permit) and active or
inactive mines that discharge stormwater contaminated with, or that has come in contact with,
any overburden, raw material, intermediate products, finished products, byproducts or waste
products located at the site of such operations and stormwater runoff from vehicle maintenance
areas. This General Permit also covers discharge of wastewater from processing mined materials
and mine dewatering wastewater from the groundwater and/or stormwater that accumulates in
the mine pit.
Any owner or operator not wishing to be covered or limited by this General Permit may make
application for an individual NPDES permit in accordance with NPDES procedures in 15A NCAC 2H
.0100, stating the reasons supporting the request. Any application for an individual permit should
be made at least 180 days prior to commencement of discharge.
This General Permit does not cover activities or discharges covered by an individual NPDES permit
until the individual permit has expired or has been revoked. Any person conducting an activity
covered by an individual permit but which could be covered by this General Permit may request
that the individual permit be. revoked and coverage under this General Permit be provided.
Any facility may apply for new or continued coverage under this permit until a Total Maximum
Daily Load (TMDL) for pollutants for stormwater or wastewater discharges is established. A TMDL
sets a pollutant -loading limit that affects a watershed, or portion of a watershed, draining to an
impaired water. For discharges to watersheds affected by a TMDL, coverage under this
permit may depend on the facility demonstrating it does not have reasonable potential to
violate applicable water quality standards for those pollutants as a result of discharges. If
the Division determines that discharges have reasonable potential to cause water quality standard
violations, the facility shall apply for an individual permit 180 days prior to the expiration date of
this general permit. Once that individual permit is effective, the facility will no longer have
coverage under this general permit. [Note the permittee must identify impaired waters (scheduled
for TMDL development) and waters already subject to a TMDL in the Site Plan, as outlined in the
Stormwater Pollution Prevention Plan (SPPP), Part III, Section A.
Parts 1-11 Page 1 of 4

Permit No. NCG020000
SECTION B. PERMITTED ACTIVITIES
Until this permit expires or is modified or revoked, the permittee is authorized to discharge
stormwater, mine dewatering, and/or process wastewater to the surface waters of North Carolina
or a separate storm sewer system which has been adequately treated and managed in accordance
with the terms and conditions of this General Permit. Types of approved discharges are
dependent upon approval and are detailed in the permittee's individual Certificate of
Coverage (COC). All discharges shall be in accordance with the conditions of this permit.
Any other point source discharge to surface waters of the state is prohibited unless it is an
allowable non-stormwater discharge or is covered by another permit, authorization, or approval. If
mining activities will expand or change such that the types of discharges are affected, the permittee
is to contact DWQ to determine if modifications to the COC are necessary first. The permittee is also
responsible for contacting the Division of Land Resources (DLR) if modifications to the Mining
Permit are necessary, as compliance with the Mining Permit is a stipulation of this permit.
The discharges allowed by this General Permit shall not cause or contribute to violations of
Water Quality Standards. Discharges allowed by this permit must meet applicable wetland
standards as outlined in 15A NCAC 213.0230 and .0231 and water quality certification requirements
® as outlined in 15A NCAC 2H .0500. This permit does not relieve the permittee's responsibility for
compliance with any other applicable federal, state or local law, rule, standard, ordinance, order or
decree.
PART II - AUTHORIZATION TO CONSTRUCT AND OPERATE A TREATMENT FACILITY
Mining operations involving construction and operation of wastewater treatment facilities for
mine dewatering or process wastewater (such as saw water, wash water, etc.) are subject to
construction and operation requirements for treatment facilities as outlined in Sections A and B
below.
SECTION A: REQUIREMENTS FOR CONSTRUCTING NEW OR EXPANDING
WASTEWATER TREATMENT FACILITIES
1. All new or expanding wastewater treatment facilities must receive an Authorization to
Construct (AtC) from DWQ unless specifically excluded in Part II1, Section E in this permit.
Treatment facility arrangements excluded from the AtC requirement are as follows:
♦ Dewatering wastewater directly pumped from the pit through erosion and
sedimentation control facilities and that does not require additional treatment other
than those structures to meet effluent limits prior to discharge.
® ♦ Water conveyed from mined sand and/or gravel through erosion and
sedimentation control facilities and that does not require additional treatment other
than those structures to meet effluent limits prior to discharge.
♦ Closed -loop process recycle wastewater systems that are designed to operate with
a minimum of two feet (2') of freeboard and that limit the water entering the system to
makeup water and/or precipitation that falls directly into the system (i.e., exclude
® stormwater runoff from draining into the system).
♦ Facilities designed to administer polyacrylamides (PAMS) or other chemical
flocculant materials, as long as administered in accordance with Division requirements
and that do not require additional treatment other than those structures to meet
effluent limits prior to discharge.
Parts I-11 Page 2 of 4

Permit No. NCG020000
Treatment facility arrangements that are subject to AtC requirement include, but are
not limited to:
♦ Dewatering wastewater treatment facilities for discharges that do not meet effluent
limits and do not protect water quality standards.
♦ Process recycle wastewater systems that are not designed to operate with a
minimum of two feet (2') of freeboard and/or do not otherwise meet criteria to be
considered closed -loop recycle system (i.e., Non -closed -loop recycle systems).
2: Application for the AtC requires that plans and specifications be submitted to the Division of
Water Quality, Stormwater Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-
1617 for approval.
3. Upon approval of the plans and specifications by the Division, a set of approved plans and
specifications for the subject project will be returned to the permittee. These plans must be
retained by the permittee for the life of the treatment facility.
4. Upon receipt of an approved AtC, approved treatment facilities shall be constructed and
implemented in accordance with the conditions of this permit, approved plans and
specifications, and other supporting data. Treatment facilities shall be constructed to meet
the effluent limitations in Part III, Section E of this General Permit. All such inspections
must be documented with printed name, date, and signature of individual performing the
inspection(s).
S. Upon completion of construction and prior to operation of a permitted facility, a
certification of plans and specifications must be received from a professional engineer in
accordance with G.S. 89-25 certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
materials. Mail the Certification of plans and specifications to the Division of Water Quality,
Stormwater Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
6. The permittee shall notify the DWQ Regional Office at least seventy-two (72) hours in
advance of operation of the installed facilities so that an in -place, inspection can be made if
the Regional Office so desires. Such notification to the Regional Supervisor shall be made
during normal business hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
Parts I-11 Page 3 of 4

Permit No. NCG020000
SECTION B: REQUIREMENTS FOR OPERATION OF A WASTEWATER TREATMENT
FACILITY
Existing, new and expanding wastewater treatment facilities shall be subject to the following
operational requirements.
1. Operation and maintenance of treatment facilities must be in accordance with the
requirements in this General Permit. For the purposes of this permit no documentation
other than a signed Certificate of Coverage is required to operate an existing treatment
facility. New treatment facilities must also have an Authorization to Construct (AtC) permit,
with the exceptions noted in Section A above.
2. Diversion or bypass of untreated wastewater from a treatment facility is prohibited except
under provisions of this permit in Part IV, Section C.3 and Part IV, Section E.7
3. In the event that a facility fails to perform satisfactorily, including the creation of nuisance
conditions, the permittee shall take immediate corrective action, including those actions
that may be required by this Division, such as the construction of additional or replacement
treatment or disposal facilities.
4. The issuance of this permit shall not relieve the permittee of the responsibility for damages
to surface waters of the State resulting from the operation of a treatment facility.
5. Any discharge from a treatment system to groundwater must protect the groundwater
standards specified in 15A NCAC 2L, Groundwater Classification and Standards.
6. Any groundwater quality monitoring, as deemed reasonably necessary by the Division, shall
be provided.
7. Flocculants evaluated by the Division may be used if administered in accordance with
maximum application doses and any other current requirements. No other chemical
flocculants shall be used in the treatment facility without written authorization from the
Division. Evaluated Polyacrylamide (PAMS) information can be found via the Stormwater
Permitting Unit website.
& All discharges of mine dewatering wastewater and process wastewater will be monitored in
accordance with Part III, Section E of this permit.
Parts I-11 Page 4 of 4

Permit No. NCG020000
PART III — MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED
DISCHARGES
SECTION A: STORMWATER POLLUTION AND PREVENTION PLAN (SPPP)
All permittees shall develop and implement a Stormwater Pollution Prevention Plan (SPPP),
herein after referred to as the Plan. This Plan shall be considered public information in accordance
with Part IV, Standard Conditions, Section E, Paragraph 3 of this General Permit. The Plan shall
include, at a minimum, the following items:
1. Site Plan. The site plan shall provide a description of the physical facility and the potential
pollutant sources that may be expected to contribute to contamination of stormwater
discharges. The site plan shall contain the following:
(a) A general location map (USGS quadrangle map or appropriately drafted equivalent
map), showing the facility's location in relation to transportation routes and surface
waters, the name of the receiving water(s) to which the stormwater outfalls)
discharges, or if the discharge is to a municipal separate storm sewer system, the
name of the municipality and the ultimate receiving waters, and accurate latitude
and longitude of the point(s) of discharge. The general location map (or
alternatively the site map) shall identify whether each receiving water is impaired
(on the state's 303(d) list of impaired waters) or is located in a watershed for
which a TMDL has been established, and what the parameter(s) of concern are.
(b) A narrative description of storage practices, loading and unloading activities,
outdoor process areas, dust or particulate generating or control processes, and
waste disposal practices. A narrative description of the potential pollutants that
could be expected to be present in the stormwater discharge from each outfall,
(c) A site map drawn at a scale sufficient to clearly depict: the site property boundary,
the stormwater discharge outfalls, all on -site and adjacent surface waters and
wetlands, industrial activity areas (including storage of materials, disposal areas,
process areas, loading and unloading areas, and haul roads), site topography, all
drainage features and structures, drainage areas for each outfall, direction of flow in
each drainage area, industrial activities occurring in each drainage area, buildings,
existing BMPs (with design capacities), and permanent impervious surfaces, such as
roads or process areas that are unlikely to change frequently. The site map shall
include a distance legend. In addition, the following industrial activity areas must
also be identified on the site map: fueling, engine maintenance and repair, vessel
maintenance and repair, washing, painting, sanding, blasting, welding, and metal
fabrication.
(d) A list of significant spills or leaks of pollutants that have occurred during the
previous three (3) years and any corrective actions taken to mitigate spill impacts.
(e) Certification that the stormwater outfalls have been evaluated for the presence of
non-stormwater discharges. The certification statement will be signed in
accordance with the requirements found in Part IV, Standard Conditions, Section B,
Paragraph S. The permittee shall re -certify annually that the stormwater
outfalls have been evaluated for the presence of non-stormwater discharges.
Part III Page 1 of 16 Pages

0 Permit No. NCG020000
2. Erosion and Sedimentation Control. The permittee shall implement the management
practices and the erosion and sedimentation control measures that are included in the
mining permit or erosion and sedimentation control permit issued by the Division of Land
Resources (DLR). Compliance with the DLR issued permit is considered a requirement
4D
of this general permit. Any deviation from the DLR issued permit, or amendments to the
41
issued permit, that impacts water quality shall constitute a violation of the terms and
conditions of this general permit. All erosion and sediment controls shall be inspected, and
4D
a respective written record of repairs and maintenance shall be available to DWQ
O
inspectors. A signed copy of the issued permit including the approved erosion and
O
sedimentation control measures and the reclamation plan shall be maintained on the
site at all times. Once an area is released by the Division of Land Resources in accordance
0
with NC G.S. Chapter 74, Article 7, it shall no longer be subject to this general permit.
0
3. Stormwater Management Plan. The stormwater management plan shall contain a
Q
narrative description of the materials management practices employed which control or
®
minimize the exposure of significant materials to stormwater, including structural and
nonstructural measures. The stormwater management plan, at a minimum, shall
©
incorporate the following:
0
®
(a) Management of Stormwater Runoff and Runon. The permittee shall maintain
stormwater BMPs for mine excavation and disturbance areas, process areas, and
A
any other areas associated with mining or vehicle maintenance activities. In
addition, controls should be used to limit or isolate selected land disturbance and
process areas and limit the amount of off site stormwater runon to those areas.
A
Appropriate Best Management Practices (BMPs) should be used to divert, infiltrate,
reuse or otherwise manage stormwater runoff and runon in a manner that reduces
pollutants in stormwater discharges leaving the site. Appropriate BMPs may
include but are not limited to: vegetative swales, berms, use of reclaimed mine
®
areas, and reuse of collected stormwater (such as for an industrial process or as an
irrigation source).
(b) BMP Controls Inspection and Maintenance. All stormwater controls shall be
0
inspected. All inspections are to be documented with a written record of repairs.
BMPs shall be inspected by or under the direction of the permittee at least once
0
every seven calendar days and within 24 hours after any storm event that results in
0
a discharge, unless the site is inactive,
Reduced Inspections for inactive mines: For inactive mines that have obtained an
®
"Inactive Renewal" Mining Permit from DLR, BMPs must be inspected at least
once every month, and within 24 hours of any storm event of 0.5 inches or more.
For mines where active mining has suspended temporarily, but the mine maintains
an active Mining Permit from DLR, the permittee must certify to DWQ that all
portions of the site where clearing, grading, and/or excavation activities have
temporarily ceased have been stabilized with vegetation, and may then conduct
BMP inspections within 24 hours of any storm event that results in a discharge (no
weekly minimum). The permittee must send certification to the DWQ Regional
"inactive"
Office of status and may be subject to an inspection for verification. The
permittee must also notify the Regional Office upon resuming mining activities.
A rain gauge and monitoring records are to be kept on site. BMPs shall be operated
and maintained. BMPs must be cleaned out when sediment storage capacity is at
50% permitted volume. If visible sedimentation is leaving the property, corrective
Part III Page 2 of 16 Pages

Permit No. NCG020000
action shall be taken to reduce the discharge of sediments, Visible sedimentation
shall be recorded with a brief explanation of measures taken to prevent future
releases, as well as any measures taken to remove the sediment that has left the site.
Visible sedimentation records shall be kept onsite. All other stormwater specific
controls (e.g. oil/water separators) shall be inspected and qualitatively monitored
(as per Part III. D) on a semi-annual schedule. A log of all sampling data, including
activities taken to implement BMPs associated with vehicle maintenance activities,
shall be maintained and incorporated into the SPPP and kept onsite and available
for inspection purposes. These items shall be available for the duration of the
permit term and made available to the Director upon request. These data shall be
sent to the Regional Office upon request.
(c) Secondary Containment Requirements and Records. Secondary containment is
required for: bulk storage of liquid materials; storage in any amount of Section 313
of Title III of the Superfund Amendments and Reauthorization Act (SARA) water
priority chemicals; and storage in any amount of hazardous substances, in order to
prevent leaks and spills from contaminating stormwater runoff. A table or summary
of all such tanks and stored materials and their associated secondary containment
areas shall be maintained. If the secondary containment devices are connected to
stormwater conveyance systems, the connection shall be controlled by manually
activated valves or other similar devices (which shall be secured closed with a
locking mechanism), and any stormwater that accumulates in the containment area
shall be at a minimum visually observed for color, foam, outfall staining, visible
sheens and dry weather flow, prior to release of the accumulated stormwater.
Accumulated stormwater shall be released if found to be uncontaminated by any
material. Records documenting the individual making the observation, the
description of the accumulated stormwater, and the date and time of the release
shall be kept for a period of five (5) years.
4. Spill Prevention and Response Plan. The Spill Prevention and Response Plan (SPRP)
shall incorporate an assessment of potential pollutant sources based on a materials
inventory of the facility. Facility personnel (or the team) responsible for implementing the
SPRP shall be identified in a written list incorporated into the SPRP and signed and dated by
each individual acknowledging their responsibilities for the plan. A responsible person
shall be on -site at all times during facility operations that have the potential to contaminate
stormwater runoff through spills or exposure of materials associated with the facility
operations. The SPRP must be site stormwater specific. Therefore, an oil Spill Prevention
Control and Countermeasure plan (SPCC) may be a component of the SPRP, but may not be
sufficient to completely address the stormwater aspects of the SPRP. The common
elements of the SPCC with the SPRP may be incorporated by reference into the SPRP.
5, Preventative Maintenance and Good Housekeeping Program. A preventative
maintenance and good housekeeping program shall be developed and implemented. The
program shall ensure equipment used during mining activity on a site must be operated and
maintained to prevent potential pollution of the surface water or groundwaters of the state.
Fuels, lubricants, coolants, hydraulic fluids, or any other petroleum products shall not be
discharged on the ground or into surface waters. Spent lubricants and fuels shall be
disposed of properly and in accordance with applicable federal disposal regulations. Spilled
fluids shall be cleaned up to the maximum extent practicable and properly disposed of to
prevent entry to surface waters or groundwaters of the state. The program shall establish
schedules of inspections, maintenance, and housekeeping measures for vehicle
maintenance and industrial activity areas (including material storage and handling areas,
Part IIl Page 3 of 16 Pages

0
Permit No. NCG020000
®
disposal areas, process areas, loading and unloading areas, and haul roads), where not
already addressed under another element of this Plan. Schedules for inspections,
®
maintenance, and housekeeping, and documentation that these program elements are being
implemented, shall be recorded and maintained in the SPPP.
6. Employee Training. Training programs shall be developed and training provided at a
minimum on an annual basis for facility personnel with responsibilities for: spill response
Q
and cleanup, preventative maintenance activities, and for any of the facility's operations
o
that have the potential to contaminate stormwater runoff. Facility personnel (or team)
responsible for implementing the training shall be identified, and their annual training shall
be documented by the signature of each employee trained. Additional required training
items include: used oil management, spent solvent management, disposal of spent
abrasives, disposal of vessel wastewaters, fueling procedures, sanding, painting and blasting
procedures, and used battery management.
7. Responsible Party. The Stormwater Pollution Prevention Plan shall identify a specific
position(s) responsible for the overall coordination, development, implementation, and
revision to the Plan. Responsibilities for all components of the Plan shall be documented
®
and position assignments provided.
B. Plan Amendment. The permittee shall amend the Plan whenever there is a change in
Q
design, construction, operation, or maintenance that has a significant effect on the potential
Q
for the discharge of pollutants to surface waters. All aspects of the Stormwater Pollution
Prevention Plan shall be reviewed and updated on an annual basis. The annual update
shall include an updated list of significant spills or leaks of pollutants for the previous three
(3) years, or the notation that no spills have occurred. The annual update shall include
written re -certification that the stormwater outfalls have been evaluated for the presence of
non-stormwater discharges. Each annual update shall include a documented re-evaluation
of the effectiveness of the BMPs listed in the BMP Summary of the Stormwater Management
•
Plan. The Director may notify the permittee when the Plan does not meet one or more of
the minimum requirements of the permit. Within 30 days of such notice, the permittee shall
submit a time schedule to the Director for modifying the Plan to meet minimum
S
requirements. The permittee shall provide certification in writing (in accordance with Part
VI, Standard Conditions, Section B, Paragraph 5) to the Director that the changes have been
made.
®
9. Plan Implementation. The permittee shall implement the Plan and all appropriate BMPs
to ensure that contaminants do not enter surface waters via stormwater that comes in
0
contact with any unstabilized overburden, raw materials, intermediate products, finished
products, byproducts or waste products located on the site covered by this permit.
Implementation of the Plan shall include documentation of all monitoring, measurements,
inspections, maintenance activities, and training provided to employees, including the log of
the sampling data and of actions taken to implement BMPs associated with the industrial
activities, including vehicle maintenance activities. Such documentation shall be kept on -
site for a period of five years and made available to the Director or the Director's authorized
®
representative immediately upon request.
SECTION B: STORMWATER DISCHARGES: ANALYTICAL MONITORING REQUIREMENTS
•
Stormwater discharges are defined as stormwater from mining activity areas, including (but not
limited to) areas of mine excavation, other land disturbance, process areas, and vehicle
®
maintenance. This section does not apply to wastewater discharges from mine dewatering
®
Part III Page 4 of 26 Pages
0

Permit No. NCG020000
and process areas. Analytical monitoring for stormwater discharges shall be performed for
parameters as specified in Tables 1 through 3. All analytical monitoring shall be performed
during a representative storm event as defined below.
Monitoring Exemption
Analytical monitoring is not required for any basin or pond designed to contain the 25-year, 24-
hour storm (see Part V1I, Definitions) without discharging, and that can regain capacity to hold such
an event within five (5) days' time through means other than discharge to surface waters. A basin
or pond that meets this provision is considered a non -discharging stormwater control.
Table 1. Analytical Monitoring Requirements for Stormwater Discharges from Mining
Activities
Discharge
Characteristics
Units
Measurement
Fre uenc 1
Sample
Type2
Sample
Location3
Settleable Solids
MI/1
Semi-annual
Grab
SDO
Total Suspended Solids
m I
Semi-annual
Grab
SDO
TurbidiLIL4
NTU
Semi-annual
Grab
SDO, or U,D4
Total Rainfalls
inches
Semi-annual
--
--
Event Durations
minutes
Semi-annual
Estimate
--
Total Flow6
MG
Semi-annual
Estimate
SDO
Footnotes:
1. Measurement Frequency: Twice. per year during a representative storm event, as defined for this permit.
Failure to comply with semi-annual monitorine in accordance with Dermit terms for anv six-month
monitoring period immediately triggers, monthlymonitoringfor the remaining permit term.
2. Grab samples shall be collected within the first 30 minutes of discharge. For sites where multiple outfalls
are separated by distances that preclude collection within 30 minutes of each discharge event is not
feasible, begin collection procedures within 30 minutes and continue until all outfalls with discharges are
sampled. Documentation explaining why it was not possible to take samples within the first 30 minutes
must be kept in the SPPP.
3. Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless
representative outfall status (ROS) has been granted and documented by the Division of Water Quality. A
copy of the letter granting ROS shall be kept on site.
4. Turbidity may be monitored at the Stormwater Discharge Outfall. Alternatively, the permittee may
choose to monitor turbidity in the receiving water, directly upstream and downstream of the stormwater
discharge outfall(s).
S. For each sampled representative storm event the total precipitation must be recorded. An on -site rain
gauge or local rain gauge reading must be recorded.
6. Total flow shall be: (a) measured continuously, or (b) calculated based on the amount of area draining to
the outfall, the amount of impervious area, and the total amount of rainfall, or (c) estimated by the
measurement of flow at 20 minute intervals during the rainfall event. Total rainfall precipitation and
duration of the rainfall event refers to the representative storm event sampled.
All analytical monitoring shall be performed during a representative storm event at each
stormwater discharge outfall (SDO). The permit allows the permittee to monitor turbidity at the
SDO or up- and downstream of the SDO; however, the permittee should consider regular turbidity
sampling up- and downstream of the discharge(s) when feasible to ensure compliance with water
quality standards.
Part III Page 5 of 16 Pages

Permit No. NCG020000
A representative storm event for the purposes of this General Permit is a storm event that
measures greater than 0.1 inches of rainfall. The time between this storm event and the previous
storm event measuring greater than 0.1 inches must be at least 48 hours. One storm event may
have a time period within it that has no precipitation. This time period may last up to 10 hours. For
example, if it rains but stops before producing any collectable discharge, a sample may be collected if
the next rain producing a discharge begins within 10 hours,
4) The permittee shall complete the analytical samplings in accordance with the schedule specified in
O Table 2. A minimum of 60 days must separate each sample event unless monthly monitoring
has been instituted under a Tier 2 response. Failure to comply with, semi-annual monitoring in
accordance with permit terms for any six-month monitoring period immediately- triggers monthly
monitoring for the remaining permit term, unless adverse weather conditions prevent sample
collection during the sample collection period. Inability to sample due to adverse weather
conditions must be documented in the SPPP with date, time and written narrative (see Adverse
• Weather in Definitions) and reported on the Annual Summary DMR.
Table 2. Monitoring Schedule
Semi-annual
Monitoring Eventsl.7
Start Date
(All Years)3
End Date
(All Years) 3
1
januag 1
June30
2
1 Illy- 1
December 31
Footnotes:
1. Maintain semi-annual monitoring during permit renewal process (unless tiers prompt monthly). If at the
expiration of the General Permit, the permittee has submitted an application for renewal of coverage
before the submittal deadline, the permittee will be considered for renewed coverage. The applicant
must continue monitoring until the renewed Certificate of Coverage is issued.
2. If no discharge occurs during the sampling period, the permittee must record "No Flow" or "No
Discharge" within 30 days of the end of the six-month sampling period in the SPPP. "No Flow" or "No
Discharge" shall be reported on the Annual Summary Discharge Monitoring Reports (DMR). This DMR is
to be submitted to the Division's Central Office by March 1 of each year.
3. Monitoring periods remain constant throughout the five-year permit term (from January 1, 2010 to
December 31, 2014).
In all cases, the permittee shall report (as required in Part IV, Section E.) the analytical results from
each sample within the monitoring period. The permittee shall compare those results to the
benchmark values in Table 3• Exceedences of benchmark values require the permittee to increase
monitoring, increase management actions, increase record keeping, send the monthly monitoring
results to the appropriate Regional Office, and/or install stormwater Best Management Practices
(BMPs) in a tiered program. See below the descriptions of tiered response actions.
Table 3. Benchmark Values for Stormwater Discharges
Discharge Characteristics
Benchmark Values
Settleable Solids
0.1 MI/1
Total Suspended Solids (TSS)
100 m
TSS ORW, H W, trout, and PNA waters
50 mg/1
Turbidity
N/A See below
Part III Page 6 of 16 Pages

Permit No. NCG020000
The discharge shall not cause the turbidity of the receiving water to exceed Water Quality
Standards:
10 NTU freshwater streams, lakes, and reservoirs designated as trout waters
25 NTU all lakes and reservoirs, and all salt waters
50 NTU all other streams and surface waters
If turbidity of the receiving stream exceeds these levels due to natural background conditions, the
existing turbidity level shall not be increased. If the turbidity exceeds these levels as a result of
stormwater discharges, the permittee must immediately institute Tier 2 response actions,
including monthly monitoring of all stormwater discharge outfalls to the receiving waters. The
permit allows the permittee to monitor turbidity in the effluent or up- and downstream of the
discharge point; however, the permittee should consider regular turbidity sampling up- and
downstream of the discharge(s) when feasible to ensure compliance with water quality standards
Tier One
If: The first valid sampling results are above a benchmark value, or outside of the benchmark
range, for any parameter at any outfall;
Then: The permittee shall
1. Conduct a stormwater management inspection of the facility within two weeks of
receiving sampling results.
2. Identify and evaluate possible causes of the benchmark value exceedence.
3. Identify potential and select the specific: source controls, operational controls, or
physical improvements to reduce concentrations of the parameters of concern, or to
bring concentrations within the benchmark range.
4. Implement the selected actions within two months of the inspection.
S. Record each instance of a Tier One response in the Stormwater Pollution Prevention
Plan. Include the date and value of the benchmark exceedence, the inspection date, the
personnel conducting the inspection, the selected actions, and the date the selected
actions were implemented.
6. Send all monitoring results for that sample period to the appropriate DWQ Regional
Office.
Part III Page 7 of 16 Pages

Permit No. NCG020000
I Tier Two
If: During the term of this permit, the first valid sampling results from two (2) consecutive
monitoring periods are above the benchmark values, or outside of the benchmark range, for
any specific parameter at a specific discharge outfall;
Then: The permittee shall
1. Repeat all the required actions outlined above in Tier One.
2. Immediately institute monthly monitoring for all parameters at every outfall where a
sampling result exceeded the benchmark value for two (2) consecutive samples,
Monthly (analytical and qualitative) monitoring shall continue until three (3)
consecutive samples are below the benchmark values or within the benchmark range.
3. Send all monthly monitoring to the appropriate DWQ Regional Office,
4. If no discharge occurs during the sampling period, the permittee is required to record
"No Flow" or "No Discharge" in the SPPP for the sampling the period to comply with
monthly monitoring requirements and must submit reports in accordance with this
permit.
5. Maintain a record of Tier Two responses in the Stormwater Pollution Prevention Plan.
Tier Three
During the term of this permit, if the valid sampling results required for the permit monitoring
periods exceed the benchmark value, or are outside the benchmark range, for any specific
parameter at any specific outfall on four (4) occasions, the permittee shall notify the DWQ
Regional Office Supervisor in writing within 30 days of receipt of the fourth analytical
results. DWQ may but is not limited to:
• Require that the permittee revise, increase, or decrease the monitoring frequency for the
remainder of the permit;
• Rescind coverage under the General Permit, and require that the permittee to apply for
an individual stormwater discharge permit;
• Require the permittee to implement in -stream Turbidity Monitoring (U,D)
• Require the permittee to install or modify structural stormwater controls; or
• Require the permittee to implement other stormwater control measures
SECTION C: ON -SITE VEHICLE MAINTENANCE MONITORING REQUIREMENTS
(STORMWATER DISCHARGES)
Facilities which have any on -site vehicle maintenance activity that uses more than 55 gallons of
new motor oil per month when averaged over the calendar year shall perform analytical
monitoring as specified below in Table 4. This monitoring shall be performed at all outfalls
discharging stormwater runoff from vehicle maintenance areas, and in accordance with the
Part III Page 8 of 16 Pages

=i'ii were e[KION1I10111
schedule presented in below. All analytical monitoring shall be performed during a representative
storm event as defined for this General Permit, unless adverse weather conditions prevent sample
collection during the sample collection period. Inability to sample due to adverse weather
conditions must be documented in the SPPP with date, time and written narrative (see Adverse
Weather in Definitions) and reported on the Annual Summary DMR.
Table 4. Analytical Monitoring Requirements from On -Site Vehicle Maintenance Areas
Discharge Characteristics
Units
Measurement
Fre uenc 1
Sample
Type2
Sample
Location3
H
standard
Semi-annual
Grab
SDO
Total Petroleum Hydrocarbons (TPH)
EPA Method 1664 SGT± EM
mg/I
Semi-annual
Grab
SDO
Total Suspended Solids (TSS)
mg/1
Semi-annual
Grab
SDO
Total Rainfal14
inches
Semi-annual
Grab
-
Event Duration4
minutes
Semi-annual
Estimate
--
Total Flows
MG
Semi-annual
Estimate
SDO
New Motor Oil Usage
gallons/month
Semi-annual
Estimate
Footnotes:
1. Measurement Frequency: Twice per year during a representative storm event (See Table 2). A
minimum of 60 days must separate each event. Failure to comply with semi-annual monitoring in
accordance with pare ilterms for any six-month monitoring period immediately triggers monthly
e remaining ermit term.
2. Grab samples shall be collected within the first 30 minutes of discharge.
3. Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) that
discharges stormwater runoff from area(s) where vehicle maintenance activities occur.
4. For each sampled representative storm event the total precipitation must be recorded. An on -site or
local rain gauge reading must be recorded.
S. Total flow shall be: (a) measured continuously, or (b) calculated based on the amount of area
draining to the outfall, the amount of impervious area, and the total amount of rainfall, or (c)
estimated by the measurement of Flow at 20 minute intervals during the rainfall event. Total rainfall
precipitation and duration of the rainfall event refers to the representative storm event sampled.
In all cases, the permittee shall report (as required in Part IV, Section E.) the analytical results from
each sample within the monitoring period. The permittee shall compare those results to the
benchmark values in Table S. Exceedences of benchmark values require the permittee to increase
monitoring, increase management actions, increase record keeping, send the monthly monitoring
results to the appropriate Regional Office, and/or install stormwater Best Management Practices
(BMPs) in a tiered program. The permittee shall comply with the required tiered response actions
identified above.
Table S. Benchmark Values for On -Site Vehicle Maintenance Activities
Discharge Characteristics
Benchmark Values
H
within range the 6.0 - 9.0
Total Petroleum Hydrocarbons (TPH)
15 mg/1
Total Suspended Solids (TSS)
100 mg/1
TSS ORW, H W, trout, and PNA waters
50 mg/1
Part 111 Page 9 of 16 Pages

Q
®
Permit No. NCG020000
0
0
0
SECTION D: QUALITATIVE MONITORING REQUIREMENTS (STORMWATER
O
DISCHARGES)
Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of
representative outfall status and shall be performed as specified below in Table 6, Qualitative
monitoring is for the purpose of evaluating the effectiveness of the Stormwater Pollution
Prevention Plan (SPPP) and assessing new sources of stormwater pollution.
0
0
0
0
0
0
0
0
0
0
0
0
0
Qualitative monitoring of stormwater outfalls must be performed during a representative storm
event as defined for this General Permit, unless adverse weather conditions prevent sample
collection during the sample collection period. Inability to sample due to adverse weather
conditions must be documented in the SPPP with date, time and written narrative (see Adverse
Weather in Definitions). Qualitative monitoring will be performed twice per year, in accordance
with the schedule in Table 2. A minimum of 60 days must separate monitoring dates.
Table 6. Qualitative Monitoring Requirements
Discharge Characteristics
Frequency2
Monitoring
Location1
Color
Semi-annual
SDO
Odor
Semi-annual
SDO
Clarity
Semi-annual
SDO
Floating Solids
Semi-annual
SDO
Suspended Solids
Semi-annual
SDO
Foam
Semi-annual
SDO
Oil Sheen
Semi-annual
SDO
Deposition at or immediately below the outfall
Semi-annual
SDO
Erosion at or immediately below the outfall
Semi-annual
SDO
Other obvious indicators of stormwater pollution
Semi-annual
SDO
Footnotes;
1. Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall
(SDO) regardless of representative outfall status (ROS), unless ROS isgranted specifically for
qualitative monitoring. A copy of any letter granting ROS shall be kept on site.
2. For any outfalls represented by SDOs with representative status for qualitative monitoring,
qualitative monitoring is only required annually instead of semi-annually.
Representative outfall status (ROS) specifically for qualitative monitoring may be granted for some
stormwater outfalls and must be documented by the Division of Water Quality. Qualitative
monitoring for all outfalls represented must still be performed annually at a minimum,
Qualitative monitoring records shall not be turned into the Division except when requested.
Qualitative monitoring records shall be maintained on site as part of the SPPP.
Part III Page 10 of 16 Pages

Permit No. NCG020000
Qualitative monitoring is for the purposes of evaluating the effectiveness of the Stormwater
Pollution Prevention Plan (SPPP), assessing new sources of stormwater pollution, and prompting
the permittee's response actions to pollution. If the permittee repeatedly fails to respond
effectively to correct problems identified by qualitative monitoring, or if the discharge causes or
contributes to a water quality standard violation, DWQ may but is not limited to:
• Require that the permittee revise, increase, or decrease the monitoring frequency for the
remainder of the permit;
• Rescind coverage under the General Permit, and require that the permittee to apply for an
individual stormwater discharge permit;
• Require the permittee to implement in -stream Turbidity Monitoring (U,D)
• Require the permittee to install or modify structural stormwater controls; or
• Require the permittee to implement other stormwater control measures
SECTION E: WASTEWATER DISCHARGES: EFFLUENT LIMITATIONS AND MONITORING
REQUIREMENTS FOR MINE DEWATERING WASTEWATER & PROCESS
WASTEWATER
RMM in, -I UATIMMURM7.Wfunda
Mine dewatering requirements apply to all mines that dewater from pits including quarries, clay
brick, sand & gravel, borrow pits, and refractory. mining, as well as mines with similar discharges.
Note that for Construction Sand and Gravel or Industrial Sand mines, "mine dewatering"
wastewater includes wet pit overflows caused solely by direct rainfall and groundwater seepage.
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge mine dewatering wastewater controlled in accordance with
the conditions of this permit. Mine dewatering activities that have the potential to drain wetlands
or other surface waters must have secured and implemented a Pumping Operation and
Monitoring (O&M) Plan approved by the Division. Pumping 0&M Plans shall include, but are not
limited to:
• Groundwater monitoring strategies to demonstrate the effect of pumping.
• Detailed plans to maintain the surrounding hydrology that protects the affected streams and
wetlands and the respective monitoring to demonstrate compliance.
• The pumping regime deemed necessary to protect affected streams and wetlands.
Alternative site specific pumping and monitoring regimes may be approved by the Division on a
case -by -case basis. At the Division's discretion, approval of the Pumping 0&M Plan may be
required prior to coverage under this general permit.
Analytical monitoring of mine dewatering-wastewater shall be performed as specified below in
Table 7. For each parameter, an effluent limitation is contained in Table B. An exceedence of any
of these limitations is a violation of the permit conditions and may be subject to enforcement action
as specified in Part IV, Section A.2 of this permit.
Part III Page 11 of 16 Pages

Permit No. NCG020000
Mine Dewatering Treatment System ATC Requirement:
Engineered erosion and sedimentation control (E&SC) structures that sufficiently treat mine
dewatering wastewater so that permit effluent limits are met and water quality is protected, do not
require an Authorization to Construct (AtC) and may operate in accordance with Part II, Sections A
and B. Any additional treatment devices (other than erosion and sediment control
structures) needed to meet permit limits and conditions are subject to Authorization to
Construct (AtC) requirements.
2. PROCESS WASTEWATER
O
Process wastewater includes, but may not be limited to, the water involved in the slurry transport,
washing, sawing of mined material, air emissions control or processing exclusive of mining of sand,
gravel and stone washing operations, dimension stone cutting operations, and air scrubbing and
O
dust control operations.
A) Overflow From Non -Closed Loop Recycle Systems
A "closed -loop" system is a wastewater recycle system where the only other water that may be
O
added is either make-up water or precipitation that falls directly into the system. "Closed -loop"
systems must operate at or below two feet of freeboard and must be designed to exclude
stormwater runoff from draining into it. Non -closed -loop recycle systems may recycle water,
but do not meet the above design criteria.
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge overflow from the process recycle wastewater systems that are
not designed as closed-I,Qpp, recycle systems.
®
Analytical monitoring of overflow from process recycle wastewater systems that are not designed as
closed -loop recycle systems shall be performed as specified below in Table 7. For each parameter,
an effluent limitation is contained in Table B. For the purposes of this permit, overflow refers to a
discharge of process wastewater as a result of a precipitation event.
•
Non -Closed -Loop Recycle System ATC Requirement:
Non -closed loop recycle systems do not meet the requirements for closed -loop recycle systems and
•
are not designed and operated with two feet of freeboard. Authorization to construct and operate
requirements (Part 11, Sections A and B) are applicable to non -closed -loop recycle systems.
.
B) Other Treated Process Wastewater Discharges
• During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge treated process wastewater from mining operations.
Treatment may involve conveyance through erosion and sedimentation control (E&SC) structures
and/or other engineered treatment systems.
Analytical monitoring of process wastewater shall be performed as specified below in Table 7. For
each parameter, an effluent limitation is contained in Table B. An exceedence of any of these
• limitations will result in a violation of the permit conditions and may be subject to enforcement
action as specified in Part IV, Section A.2 of this permit.
Part III Page 12 of 16 Pages
i

Permit No. NCG020000
Process Wastewater Treatment System ATC Requirement:
Engineered Erosion and Sedimentation control (E&SC) structures that sufficiently treat process'
wastewater so that permit effluent limits are met and water quality is protected, do not require an
authorization to construct (AtC) and may operate in accordance with Part II, Sections A and B.
Any additional treatment devices (other than erosion and sediment control structures)
needed to meet permit limits and conditions are subject to Authorization to Construct (AtC)
requirements.
Table 7. Monitoring Requirements for Wastewater Discharges in Section D - 1., 2., and 3.
Discharge
Characteristics
Units
Measurement
Fre uene 1
Sample
T e2
Sample
Location3
Type
H2
Standard
Quarterly
Grab
E
All
Settleable Solids2
MI/1
Quarterly
Grab
E
All
Total Suspended Solids2 4
m /I
Quarterly
Grab
E
All
Turbidit 2
NTU
Quarterly
Grab
E or U,D
All
Fecal Coliform2.5 1
co! ml
I QuarterlyGrab
I
E
Al] to SA waters
Total Flow6 I
MG I
Quarterly
E I
All
Footnotes:
1. The monitoring frequency is quarterly (see Table 9) unless the effluent limitation in Table 8 is exceeded,
at which time monthly monitoring will be required for that parameter for the remaining permit term,
Failure to comWy with quartgrly QUitoring in accordance with 12erinit terms for any one calendar
quarter immediately triggers monthly monitoring for all parameters for the remaining permit term.
2. A grab sample is not required for pH, settleable solids, TSS, turbidity, or fecal coliform from a
basin/pond designed to contain or treat mine dewatering wastewater and that results from rainfall in
excess of 10-yr, 24-hr storm (except this exemption is not available for mine dewatering of clay pits).
3. Sample Location: E - Effluent, or combined (U - Upstream, D - Downstream)
4. All facilities that are mining Industrial Sand are required to monitor TSS and are subject to the TSS
limits in Table B. All other types of mines covered by this permit are also required to monitor TSS, but
are not suhjectto the limits in Table 8.
5. Only facilities discharging to waters classified as SA waters are required to monitor for this parameter
6. Total Flow volume shall be recorded by a continuous flow measurement instrument. Alternatively, pump
curves and pump logs may be used as a means to calculate flow volume.
Part III Page 13 of 16 Pages

Permit No. NCG020000
Table B. EFFLUENT LIMITATIONS FOR PROCESS WASTEWATER AND MINE DEWATERING
WASTEWATER
Discharge Characteristics
Effluent Limitations
Monthly Average
Daily Maximum
Settleable Solids
0.1 MI/1
0.2 ml
Total Suspended Solidsl
25 mg/1
45 m
Total Suspended Solidsl H W
20 m l
45 m l
Total Suspended Solidsl Trout waters & PNA waters
10 mg/1
4S m
H Ran e2 freshwaters
--------
6.0 - 9.0
H Ran e2 saltwaters
--------
6.8 - 8.5
Turbidit 3
--------
--------
Total Volume of Wastewater Discharged (HQW)4
--------
50% of 7Q10 flow4
Footnotes;
1. Applicable to Industrial Sand mining. Monthly Average Limit for discharges to waters designated as HQW
waters is 20 mg/1 and 10 mg/l for trout waters and Primary Nursery Areas (PNAs)
2. Designated swamp waters can have a pH as low as 4.3 if due to natural conditions.
3. No limit in the effluent discharge applies, but turbidity in the receiving waters shall not exceed levels
described below as a result of wastewater discharges.
4. The total volume of treated wastewater for all discharges combined shall not exceed 50 percent of the
total in -stream flow of the receiving waters under 7Q10 conditions in HQW waters, including trout and
PNA waters.
The discharge shall not cause the turbidity of the receiving water to exceed Water Quality
Standards:
10 NTU freshwater streams, lakes, and reservoirs designated as trout waters
25 NTU all lakes and reservoirs, and all salt waters
50 NTU all other streams and surface waters
If turbidity of the receiving stream exceeds these levels due to natural background conditions, the
existing turbidity level shall not be increased. If the turbidity exceeds these levels as a result of
wastewater discharges, the permittee must immediately institute monthly monitoring for all
parameters. The permit allows the permittee to monitor turbidity in the effluent or up- and
downstream of the discharge point; however, the permittee should consider regular turbidity
sampling up- and downstream of the discharge(s) when feasible to ensure compliance with water
quality standards.
The permittee shall complete the analytical samplings of wastewater discharges in accordance with
the schedule specified in Table 9. Failure to comply with quarterly monitoring in accordance with
permit terms for any one calendar quarter immediately triggers monthly monitoring for all
parameters for the remaining permit term.
Part III Page 14 of 16 Pages

Permit No. NCG020000
Table 9. Monitoring Schedule
Quarterly
Monitoring Events''z
Start Date
(All Years)3
End Date
(All Years) 3
1
January 1
March 31
2
Aril 1
June 30
3
July 1
September 30
4
October 1
December 31
Footnotes:
1. Maintain quarterly monitoring during permit renewal process (unless an exceedence or failure to
monitor prompts monthly monitoring). If at the expiration of the General Permit, the permittee has
submitted an application for renewal of coverage before the submittal deadline, the permittee will be
considered for renewed coverage. The applicant must continue monitoring until the renewed Certificate
of Coverage is issued.
2. If no discharge occurs during the sampling period, the permittee must record "No Flow" or "No
Discharge" within 30 days of the end of the three-month sampling period in their SPPP. No Flow" or "No
Discharge" shall be reported on the Annual Summary Discharge Monitoring Reports (DMR). This DMR is
to be submitted to the Division's Central Office by March 1 of each year.
3. Monitoring periods remain constant throughout the five-year permit term (from January 1, 2010 to
December 31, 2014).
3. OVERFLQW FROML D-L C S RECYCLE (CLP93 WASTEWATERSISTEM
DESIGNED TO OPERATE WITH -MINIMUM OF TWO FEET (2') OF FREEBOARD
A "closed -loop" system is a system. where the only water that can be added must be either make-
up water or precipitation that falls directly into the system. The system must operate at or below
two feet of freeboard. The system must be designed to exclude stormwater runoff from draining
into it.
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge overflow from closed -loop process wastewater recycle
systems designed and operated with two feet of freeboard during normal operation. For the
purposes of this permit, overflow refers to a discharge that occurs as a result of a precipitation
event that over -tops the two feet of freeboard and is associated with any of the following:
a) Sand, Gravel, and Stone Washing Operations
b) Dimension Stone Cutting Operations
c) Crusher Dust Control Operations
1,1 OM7V ! 111 1741r1TZ,=1r0. 1111 i_'! , I'l 001 U211,177.19 T�►��
Closed -Loop Process Recycle Wastewater System ATC Requirement:
Authorization to construct and operate requirements (Part 11, Sections A and B) are not
applicable to a closed -loop process recycle wastewater systems that satisfy these design
criteria.
Part III Page 15 of 16 Pages

Permit No. NCG020000
4. BMP Conditions
a) The permittee shall utilize best management practices (BMPs) to ensure that contaminants
do not enter the surface waters as a result of blasting at the site.
b) Flocculants evaluated by the Division maybe used if administered in accordance with
maximum application doses and any other current requirements.
S. Residual Management
The residuals generated from treatment facilities used to meet the effluent limitations must be
disposed of in accordance with applicable standards and in a manner such as to prevent any
pollutants from such materials from entering waters of the state or navigable waters of the United
States.
Part III Page 16 of 16 Pages

Permit No. NCG020000
PART IV - STANDARD CONDITIONS FOR NPDES STORMWATER GENERAL PERMITS
SECTION A. COMPLIANCE AND LIABILITY
1. Compliance Schedule
The permittee shall comply with Limitations and Controls specified for stormwater discharges in
accordance with the following schedule:
Existing facilities already operating, but applying for coverage under this General Permit for the first
time: The Stormwater Pollution Prevention Plan shall be developed and implemented within 12
months of the effective date of the initial Certificate of Coverage issued pursuant to this General
Permit and updated thereafter on an annual basis. Secondary containment, as specified in Part III,
Section A, Paragraph 3 (c] of this permit, shall be accomplished within 12 months of the effective date
of the initial Certificate of Coverage.
New facilities applying for permit coverage for the first time and existing facilities previously
permitted and applying for renewal ender this General Permit: All requirements, conditions,
limitations, and controls contained in this permit become effective immediately upon issuance of the
Certificate of Coverage. The Stormwater Pollution Prevention Plan shall be developed and
implemented prior to the beginning of discharges from the operation of the industrial activity and be
updated thereafter on an annual basis. Secondary containment, as specified in Part II1, Section A,
Paragraph 3(c) of this permit shall be accomplished prior to the beginning of discharges from the
operation of the industrial activity.
Z. Duty to Comply
The permittee must comply with all conditions of this General Permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for certificate of
coverage termination, revocation and reissuance, or modification; or denial of a certificate of
coverage upon renewal application.
a. The permittee shall comply with standards or prohibitions established under section 307(a)
of the Clean Water Act for toxic pollutants within the time provided in the regulations that
establish these standards or prohibitions, even if the permit has not yet been modified to
incorporate the requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to a civil
penalty not to exceed $25,000 per day for each violation. Any person who negligently violates any
permit condition is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment for not more than 1 year, or both. Any person who knowingly violates permit
conditions is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment
for not more than 3 years, or both. Also, any person who violates a permit condition may be assessed
an administrative penalty not to exceed $10,000 per violation with the maximum amount not to
exceed $125,000. [Ref: Section 309 of the Federal Act 33 USC 1319 and 40 CFR 122.41(a).]
c. Under state law, a daily civil penalty of not more than ten thousand dollars ($10,000) per violation
may be assessed against any person who violates or fails to act in accordance with the terms,
conditions, or requirements of a permit. [Ref: North Carolina General Statutes 143-215.6A]
d. Any person may be assessed an administrative penalty by the Director for violating section
301, 302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or limitation implementing
any of such sections in a permit issued under section 402 of the Act. ,Administrative penalties for
Class I violations are not to exceed $10,000 per violation, with the maximum amount of any Class I
penalty assessed not to exceed $25,000. Penalties for Class If violations are not to exceed $10,000
Parts IV, V, and VI Page 1 of 9 Pages

O Permit No. NCG020000
® per day for each day during which the violation continues, with the maximum amount of any Class 11
0 penalty not to exceed $125,000.
®
3.
Duty to Mitigate
OThe
permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this
General Permit which has a reasonable likelihood of adversely affecting human health or the
Oenvironment.
4.
Civil and CriMinal Liability
O
Except as provided in Section D of this permit regarding bypassing of stormwater control facilities,
nothing in this General Permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6A,143-215.613,143-
215.6C or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may
be temporarily suspended.
S.
Oil and Hazardous Substance Liability
Nothing in this General Permit shall be construed to preclude the institution of any legal action or
relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or
may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321.
S
6.
Property Rights
SThe
issuance of this General Permit does not convey any property rights in either real or personal
.
property, or any exclusive privileges, nor does it authorize any injury to private property or any
invasion of personal rights, nor any infringement of federal, state or local laws or regulations.
•
7.
Severability
•
The provisions of this General Permit are severable, and if any provision of this General Permit, or
•
the application of any provision of this General Permit to any circumstances, is held invalid, the
application of such provision to other circumstances, and the remainder of this General Permit, shall
•
not be affected thereby.
8.
Dutvto Provide Information
•
The permittee shall furnish to the Director, within a reasonable time, any information which the
Director may request to determine whether cause exists for modifying, revoking and reissuing, or
•
terminating the certificate of coverage issued pursuant to this General Permit or to determine
compliance with this General Permit. The permittee shall also furnish to the Director upon request,
copies of records required to be kept by this General Permit.
•
9. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders
inaccurate, any monitoring device or method required to be maintained under this General Permit
.
shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by
•
imprisonment for not more than two years per violation, or by both. If a conviction of a person is for
a violation committed after a first conviction of such person under this paragraph, punishment is a
•
fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or
both.
•
10. eenalties for Falsification of Reports
Parts 1V, V, and VI Page 2 of 9 Pages

Permit No. NCG020000
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this General Permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation,
or by imprisonment for not more than two years per violation, or by both.
SECTION B. GENERAL CONDITIONS
The permittee is not authorized to discharge after the expiration date. In order to discharge beyond
the expiration date, the permittee shall submit forms and fees as are required by the agency
authorized to issue permits no later than 180 days prior to the expiration date. Any permittee that
has not requested renewal at least 180 days prior to expiration, or any permittee that does not have a
permit after the expiration and has not requested renewal at least 180 days prior to expiration, will
be subjected to enforcement procedures as provided in NCGS §143-2153.6 and 33 USC 1251 et. seq.
Transfers
The certificate of coverage issued pursuant to this General Permit is not transferable to any person
except after notice to and approval by the Director. The Director may require modification or
revocation and reissuance of the certificate of coverage to change the name and incorporate such
other requirements as may be necessary under the Clean Water Act Permittee is required to
notify the Division within 90 days in the event the permitted facility is sold or closed.
The Director may require any owner/operator authorized to discharge under a certificate of
coverage issued pursuant to this General Permit to apply for and obtain an individual permit or an
alternative General Permit. Any interested person may petition the Director to take action under this
paragraph. Cases where an individual permit may be required include, but are not limited to, the
following;
a. The discharger is a significant contributor of pollutants;
b. Conditions at the permitted site change, altering the constituents and/or characteristics of
the discharge such that the discharge no longer qualifies for a General Permit;
C. The discharge violates the terms or conditions of this General Permit;
d. A change has occurred in the availability of demonstrated technology or practices for the
control or abatement of pollutants applicable to the point source;
e. Effluent limitations are promulgated for the point sources covered by this General Permit;
f. A water quality management plan containing requirements applicable to such point sources
is approved after the issuance of this General Permit.
g. The Director determines at his or her own discretion that an individual permit is required,
Any permittee operating under this General Permit may request to be excluded from the coverage of
this General Permit by applying for an individual permit. When an individual permit is issued to an
Parts IV, V, and VI Page 3 of 9 Pages

0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
i
0
i
e
i
Permit No. NCG020000
owner/operator the applicability of this General Permit is automatically terminated on the effective
date of the individual permit.
All applications, reports, or information submitted to the Director shall be signed and certified.
a, All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this
Section, a responsible corporate officer means: (a) a president, secretary, treasurer
or vice president of the corporation in charge of a principal business function, or any
other person who performs similar policy or decision making functions for the
corporation, or (b) the manager of one or more manufacturing production or
operating facilities employing more than 250 persons or having gross annual sales
or expenditures exceeding 25 million (in second quarter 1980 dollars), if authority
to sign documents has been assigned or delegated to the manager in accordance
with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal
executive officer or ranking elected official.
b. All reports required by the General Permit and other information requested by the Director
shall be signed by a person described above or by a duly authorized representative of that
person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility
for the overall operation of the regulated facility or activity, such as the position of
plant manager, operator of a well or well field, superintendent, a position of
equivalent responsibility, or an individual or position having overall responsibility
for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.);
and
(3) The written authorization is submitted to the Director.
c. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification; which shall not be modified in any way:
"I certify, under penalty of law, that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of
the person or persons who manage the system, or those persons directly responsible for
gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for
knowing violations."
C�.�1�'•�i '�lu[�Tli _ �� :• � •� �r! :• .-� � �� is ��
Parts IV, V, and VI Page 4 of 9 Pages

Permit No. NCG020000
The issuance of this General Permit does not prohibit the Director from reopening and modifying the
General Permit, revoking and reissuing the General Permit, or terminating the General Permit as
allowed by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts
122 and 123; Title 15A of the ]North Carolina Administrative Code, Subchapter 2H .0100; and North
Carolina General Statute 143-215.1 et. al.
After public notice and opportunity for a hearing, the General Permit may be terminated for cause.
The filing of a request for a General Permit modification, revocation and reissuance, or termination
does not stay any General Permit condition. The certificate of coverage shall expire when the General
Permit is terminated.
[Ii�i{� i • S S � 1
The certificate of coverage issued in accordance with this General Permit may be modified, revoked
and reissued, or terminated for cause. The notification of planned changes or anticipated
noncompliance does not stay any General Permit condition.
SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment
and control (and related appurtenances) which are installed or used by the permittee to achieve
compliance with this General Permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the
operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only
when the operation is necessary to achieve compliance with the General Permit.
It shail not be a defense for a permittee in an enforcement action that it would have been necessary
to halt or reduce the permitted activity in order to maintain compliance with the condition of this
General Permit.
By_pgssing of Stormwater Control Facilities
Bypass is prohibited and the Director may take enforcement action against a permittee for bypass
unless:
a. Bypass was unavoidable to prevent 1 oss of I ife, personal injury or severe property damage;
and
b. There were no feasible alternatives to the bypass, such as the use of auxiliary control
facilities, retention of Stormwater or maintenance during normal periods of equipment
downtime or dry weather. This condition is not satisfied if adequate backup controls should
have been installed in the exercise of reasonable engineering judgment to prevent a bypass
which occurred during normal periods of equipment downtime or preventive maintenance;
and
C. The permittee submitted notices as required under Section E of this Part.
If the Director determines that it will meet the three conditions listed above, the Director may
approve an anticipated bypass after considering its adverse effects.
Parts IV, V, and VI Page 5 of 9 Pages

Permit No. NCG020000
SECTION D: MONITORING AND RECORDS
Representativg$ampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume
and nature of the permitted discharge. Analytical sampling shall be performed during a
representative storm event. Samples shall be taken on a day and time that is characteristic of the
discharge. All samples shall be taken before the discharge joins or is diluted by any other waste
stream, body of water, or substance.
For each measurement, sample, inspection or maintenance activity performed or collected pursuant
to the requirements of this General Permit, the permittee shall record the following information:
a. The date, exact place, and time of sampling, measurements, inspection or maintenance
activity;
b. The individual(s) who performed the sampling, measurements, inspection or maintenance
activity;
C. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
3. Flow Measurements
Where required, appropriate flow measurement devices and methods consistent with accepted
scientific practices shall be selected and used to ensure the accuracy and reliability of measurements
of the volume of monitored discharges.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations
published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as
Amended, and Regulation 40 CFR 136.
To meet the intent of the monitoring required by this General Permit, all test procedures must
produce minimum detection and reporting levels and all data generated must be reported down to
the minimum detection or lower reporting level of the procedure.
5. Representative Outfall
If a facility has multiple discharge locations with substantially identical stormwater discharges that
are required to be sampled, the permittee may petition the Director for representative outfall status.
If it is established that the stormwater discharges are substantially identical and the permittee is
granted representative outfall status, then analytical sampling requirements may be performed at a
reduced number of outfalls.
Qualitative monitoring shall be documented and records maintained at the facility along with the
Stormwater Pollution Prevention Plan. Copies of analytical monitoring results shall also be
maintained on -site. The permittee shall retain records of all monitoring information, including all
calibration and maintenance records and all original strip chart recordings for continuous
monitoring instrumentation, and copies of all reports required by this General Permit for a period of
Parts IV, V, and VI Page 6 of 9 Pages

Permit No. NCG020000
at least 5 years from the date of the sample, measurement, report or application. This period may be
extended by request of the Director at any time. If this volume of records cannot be maintained on -
site, the documents must be made available to an inspector upon request as immediately as possible.
The permittee shall allow the Director, or an authorized representative (including an authorized
contractor acting as a representative of the Director), or in the case of a facility which discharges
through a municipal separate storm sewer system, an authorized representative of a municipal
operator or the separate storm sewer system receiving the discharge, upon the presentation of
credentials and other documents as may be required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this General Permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this General Permit;
C. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this General Permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring General Permit
compliance or as otherwise authorized by the Clean Water Act, any substances or
parameters at any location.
SECTION E: REPORTING REQUIREMENTS
1 u�r @• :•OSa
Samples analyzed in accordance with the terms of this permit shall be recorded on Discharge
Monitoring Report (DMR) forms provided by the Director. Annual Summary DMRs shall be delivered
to the Division (Central Office) no later than March 1 of each year (See 2. of this Section). In
addition, any samples analyzed in accordance with the terms of this permit that violate a
wastewater effluent limit or exceed a stormwater benchmark value shall be submitted to the
Division Regional Office on a DMR form and delivered to Division Central Files no later than 30
days from the date the facility receives the sampling results from the laboratory.
When no discharge has occurred from one or more outfalls during the report period, the permittee is
required to record "NO FLOW" or "NO DISCHARGE" in the SPPP within 30 days of the end of the
sampling period."No Flow" or "No Discharge" information shall be reported on the Annual Report
DMR.
The permittee shall record the required qualitative monitoring observations on the SDO Qualitative
Monitoring Report form provided by the Division, and shall retain the completed forms on site.
Qualitative monitoring results should not be submitted to the Division, except upon DWQ's specific
direction to do so.
The permittee shall include the signed certification statement described in Part IV, Section B.S.c.
2. Submitting Reports (3 copies)
Two signed copies of an Annual Summary Discharge Monitoring Report (DMR) shall be submitted to
DWQ no later than March 1 of each year. They shall be submitted to:
Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Parts IV, V, and Vl Page 7 of 9 Pages

® Permit No. NCGO2O000
® One signed DMR form with wastewater effluent limit violations or benchmark value exceedences
0
shall be sent to the appropriate DWQ Regional Office no later than 30 days from the date the
®
facility receives the sampling results from the laboratory.
®
One copy of all tiered (stormwater) response forms shall also be sent to the appropriate DWQ
Regional Office no later than 30 days from the date the facility receives the sampling results
Ofrom
the laboratory. All stormwater outfall parameters shall be monitored and recorded during
Othat
monitoring period.
OAddresses
for each RO and the counties covered by each RO can be found here:
O
httn;//www,enr.state.nc.us/htm jregionaloffices.html. The permittee shall retain the completed
originals on site. Qualitative monitoring results should not be submitted to the Regional Offices or
O
Central Files unless specifically requested by DWQ.
©
3.
Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the
Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for
public inspection at the offices of the Division of Water Quality. As required by the Act, analytical
data shall not be considered confidential. Knowingly making any false statement on any such report
may result in the imposition of criminal penalties as provided for in NCGS 143-215.6B or in Section
.
309 of the Federal Act.
4.
Non-�Jormwater Discharges
If the storm event monitored in accordance with this General Permit coincides with a non-
stormwater discharge, the permittee shall separately monitor all parameters as required under the
non-stormwater discharge permit and provide this information with the stormwater discharge
monitoring report.
•
5.
Planned Chances
•
The permittee shall give notice to the Director as soon as possible of any planned changes at the
permitted facility which could significantly alter the nature or quantity of pollutants discharged. This
•
notification requirement includes pollutants which are not specifically listed in the General Permit or
subject to notification requirements under 40 CFR Part 122.42 (a).
•
6.
The permittee shall give notice to the Director as soon as possible of any planned changes at the
.
permitted facility which may result in noncompliance with the General Permit requirements,
/•
Bypass
•
a, Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall
submit prior notice, if possible at least ten days before the date of the bypass; including an
•
evaluation of the anticipated quality and affect of the bypass.
.
b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware
0
of an unanticipated bypass.
•
8.
Twenty-four Hour Re ortin�
The permittee shall report to the central office or the appropriate regional office any noncompliance
•
which may endanger health or the environment. Any information shall be provided orally within 24
Parts IV, V, and VI Page 8 of 9 Pages

Permit No. NCG020000
hours from the time the permittee became aware of the circumstances. A written submission shall
also be provided within 5 days of the time the permittee becomes aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its causes; the period
of noncompliance, including exact dates and times, and if the noncompliance has not been corrected,
the anticipated time compliance is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance.
The Director may waive the written report on a case -by -case basis if the oral report has been
received within 24 hours.
The permittee shall report to the local DWQ Regional Office, within 24 hours, all significant spills as
defined in Part VII of this permit. Additionally, the permittee shall report spills including: any oil spill
of 25 gallons or more, any spill regardless of amount that causes a sheen on surface waters, any oil
spill regardless of amount occurring within 100 feet of surface waters, and any oil spill less than 25
gallons that cannot be cleaned up within 24 hours.
10. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under 24 hour reporting at
the time monitoring reports are submitted.
11. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a Notice of Intentto
be covered under this General Permit or in any report to the Director, it shall promptly submit such
facts or information.
PART V - LIMITATIONS REOPENER
This General Permit shall be modified or alternatively, revoked and reissued, to comply with any applicable
effluent guideline or water quality standard issued or approved under Sections 302(b) (2) (c), and (d), 304(h)
(2) and 307(a) of the Clean Water Act, if the effluent guideline or water quality standard so issued or
approved:
a. Contains different conditions or is otherwise more stringent than any effluent limitation in the
General Permit; or
b. Controls any pollutant not limited in the General Permit.
The General Permit as modified or reissued under this paragraph shall also contain any other requirements in
the Act then applicable.
PART VI - ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days after being
billed by the Division. Failure to pay the fee in timely manner in accordance with 15A NCAC 2H .0105(b) (4)
may cause this Division to initiate action to revoke the Certificate of Coverage.
Parts IV, V, and VI Page 9 of 9 Pages

PART V1I - DEFINITIONS
1. Act
See Clean Water Act.
Permit No. NCG020000
Adverse conditions are those that are dangerous or create inaccessibility for personnel, such as local
flooding, high winds, or electrical storms, or situations that otherwise make sampling impractical.
When adverse weather conditions prevent the collection of samples during the sample period, the
permittee must take a substitute sample or perform a visual assessment during the next qualifying
storm event. Documentation of an adverse event and the rationale must be included with your SPPP
records. Adverse weather does not exempt the permittee from having to file a monitoring report in
accordance with the sampling schedule. Adverse events and failures to monitor must be explained on
the Annual Summary DMR Report and recorded and explained in the SPPP records.
The arithmetic mean of any set of values is the summation of the individual values divided by the
number of individual values.
4. Allowable Non-Stormwater Discharges
a. This permit regulates stormwater discharges. Nan-stormwater discharges which shall be
allowed in the stormwater conveyance system are;
(a) All other discharges that are authorized by a non-stormwater NPDES permit.
(b) Uncontaminated groundwater, foundation drains, air -conditioner condensate
without added chemicals, springs, discharges of uncontaminated potable
water, waterline and fire hydrant flushings, water from footing drains, flows
from riparian habitats and wetlands.
(c) Discharges resulting from fire -fighting or fire -fighting training.
S. Best Management Practices (BMPs]
Measures or practices used to reduce the amount of pollution entering surface waters. BMI's may
take the form of a process, activity, or physical structure. More information on BMPs can be found at:
http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm.
6. Bvnass
A bypass is the known diversion of stormwater from any portion of a stormwater control facility
including the collection system, which is not a designed or established operating mode for the facility.
7. Bulk Storage of Liquid Products
Liquid raw materials, manufactured products, waste materials or by-products with a single above
ground storage container having a capacity of greater than 660 gallons or with multiple above
ground storage containers located in close proximity to each other having a total combined storage
capacity of greater than 1,320 gallons.
Part VII Page Z of 6

Permit No. NCG020000
The Certificate of Coverage (COC) is the cover sheet which accompanies the General Permit upon
issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage
under the permit and'is signed by the Director.
4. Man Water Act
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33
USC 1251, et. seq.
10. Division or DWO
The Division of Water Quality, Department of Environment and Natural Resources.
11. Director
The Director of the Division of Water Quality, the permit issuing authority.
12. ERL
The North Carolina Environmental Management Commission.
13. Grab Sample
An individual sample collected instantaneously. Grab samples that will be analyzed (quantitatively
or qualitatively) must be taken within the first 30 minutes of discharge.
14. Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
15. Inactfve Mining Operations
Mining Sites that are not being actively mined, but which have an identifiable owner/operator;
inactive mining sites do not include sites where mining claims are being maintained prior to
disturbances associated with the extraction, benefaction, or processing of mined materials, nor sites
where minimal activities are undertaken for the sole purpose of maintaining a mining claim.
16. Landfill
A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a
land treatment facility, a surface impoundment, an injection well, a hazardous waste long-term
storage facility or a surface storage facility.
u �• 1•,. �• 1.
Mine Dewatering Wastewater includes any water that is impounded in, or that collects in, the mine
and is pumped, drained or otherwise removed from the mine through the efforts of the mine
operation. In Construction Sand and Gravel or Industrial Sand mines, "mine dewatering"
wastewater also includes wet pit overflows caused solely by direct rainfall and groundwater seepage.
Discharges of commingled process wastewater and mine dewatering wastewater from the facilities
shall be deemed discharges of process wastewater.
Part VII Page 2 of 6

18.
Permit No. NCG020000
A stormwater collection system within an incorporated area of local self-government such as a city or
town.
19. No Exposure
A condition of no exposure means that all industrial materials and activities are protected by a storm
resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or
runoff. Industrial materials or activities include, but are not limited to, material handling equipment
or activities, industrial machinery, raw materials, intermediate products, by-products, final products,
or waste products. DWQ may grant a No Exposure Exclusion from NPDES Stormwater Permitting
requirements only if a facility complies with the terms and conditions described in 40 CFR
§122.26(g)
20. Notice of Intent
The state application form which, when submitted to the Division, officially indicates the facility's
notice of intent to seek coverage under a General Permit
21. Overburden
Any material of any nature, consolidated or unconsolidated, that overlies a mineral deposit, excluding
topsoil or similar naturally -occurring surface materials that are not disturbed by mining operations
22. Permittee
The owner or operator issued a certificate of coverage pursuant to this General Permit.
23. Point Source Discharge of Stormwater
Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe,
ditch, channel, tunnel, conduit, well, or discrete fissure from which Stormwater is or may be
discharged to waters of the state.
24. Process Wastewater
Process Wastewater includes any wastewater used in the slurry transport, washing, sawing of mined
material, air emissions control or processing exclusive of mining. This water shall also include any
other water which becomes commingled with such wastewater in a pit, pond, lagoon, mine or other
treatment facility for such wastewater.
25. Representative Storm Event
A representative storm event for the purposes of this general permit is a storm event that measures
greater than 0.1 inches of rainfall. The time between this storm event and the previous storm event
measuring greater than 0.1 inches must be at least 48 hours. One storm event may have a time period
with no precipitation. This time period may last up to 10 hours. For example, if it rains but stops
before producing any collectable discharge, a sample may be collected if the next rain producing a
discharge begins within 10 hours.
• . 1 IRM1>�'ifi
When it is established that the discharge of Stormwater runoff from a single outfall is representative
of the discharges at multiple outfalis, the DWQ may grant representative outfall status.
Part V11 Page 3 of 6

Permit No. NCG020000
Representative outfall status allows the permittee to perform analytical monitoring (and in some
cases qualitative monitoring) at a reduced number of outfalls.
27. Rinse Water Discharge
The discharge of rinse water from equipment cleaning areas associated with industrial activity.
Rinse waters from vehicle and equipment cleaning areas are process wastewaters and do not include
washwaters utilizing any type of detergent or cleaning agent
28. Secondary Containment
Spill containment for the contents of the single largest tank within the containment structure plus
sufficient freeboard to allow for the 25-year, 24-hour storm event.
A chemical or chemical category which:
a. Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments
and Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community
Right -to -Know Act of 1986;
b. Is present at or above threshold levels at a facility subject to SARA title ill, Section 313
reporting requirements; and
C. Meets at least one of the following criteria:
(1) Is listed in appendix D of 40 CFR Part 122 on Table II (organic priority pollutants),
Table III (certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants
and hazardous substances);
(2) Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40
CFR 116.4; or
(3) Is a pollutant for which EPA has published acute or chronic water quality criteria.
30. Severe Property Damage
Means substantial physical damage to property, damage to the control facilities which causes them to
become inoperable, or substantial and permanent loss of natural resources which can reasonably be
expected to occur in the absence of a bypass. Severe property damage does not mean economic loss
caused by delays in production.
31. SignificantM,ateClals
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic
pellets; finished materials such as metallic products; raw materials used in food processing or
production; hazardous substances designated under section 101(14) of CERCLA; any chemical the
facility is required to report pursuant to section 313 of Title Ill of SARA; fertilizers; pesticides; and
waste products such as ashes, slag and sludge that have the potential to be released with stormwater
discharges.
32. Significant Spills
Part VI Page 4 of 6

Permit No. NCG020000
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable
quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.10 and CFR 117.21) or section
102 of CERCLA (Ref: 40 CFR 302.4).
The point of departure of stormwater from a discernible, confined, or discrete conveyance, including
but not limited to, storm sewer pipes, drainage ditches, channels, spillways, or channelized collection
areas, from which stormwater flows directly or indirectly into waters of the State of North Carolina.
34. stormwater Runoff
The flow of water which results from precipitation and which occurs immediately following rainfall
or as a result of snowmelt.
W WTUTO.• Tfrq M.i�
The discharge from any point source which is used for collecting and conveying stormwater and
which is directly related to manufacturing, processing or raw material storage areas at an industrial
site. Facilities considered to be engaged in "industrial activities" include those activities defined in
40 CFR 122.26(b)(14). The term does not include discharges from facilities or activities excluded
from the NPDES program.
36. 5 or water Pollution Prevention
A comprehensive site -specific plan which details measures and practices to reduce stormwater
pollution and is based on an evaluation of the pollution potential of the site.
37. Total Flow
The flow corresponding to the time period over which the entire storm event occurs. Total flow shall
be either; (a) measured continuously, (b) calculated based on the amount of area draining to the
outfall, the amount of built -upon (impervious) area, and the total amount of rainfall, or (c) estimated
by the measurement of flow at 20-minute intervals during the rainfall event.
LOW UTTION
TMDLs are written plans for attaining and maintaining water quality standards, in all seasons, for a
specific water body and pollutant. (A list of approved TM DLs for the state of North Carolina can be
found at http://h2o.enr.state.nc.us/tmdl/)
39. Toxic Pollutant
Any pollutant listed as toxic under Section 307(a) (1) of the Clean Water Act.
40. Treatment Facilities
Treatment facilities include any pit, pond, lagoon, basin, mine or containment structure used to treat
or contain process wastewater generated on mine sites. They must be used to meet Effluent
Limitations and are not Stormwater Best Management Practices (BMPs).
41. Vehicle Maintenance Activity
Part V11 Page 5 of 6

Permit No. NCG020000
Vehicle or vessel rehabilitation, mechanical repairs, painting, fueling, lubrication, cleaning
operations, or airport deicing operations.
42. Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water,
air, gravity, or ice from its site of origin which can be seen with the unaided eye.
43. 25- ear 24 hour t r event
The maximum 24-hour precipitation event expected to be equaled or exceeded; on the average, once
in 25 years.
Part VII Page 6 of 6

Appendix D

Appendix D
Water Withdrawal and Transfer Registration

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•
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•
•
Water Withdrawal and Transfer Registration
IAfareR'W rNORawat *�TRa1VS R R� ecrs,TRAt n
Water Use Survey
Pleasn provide the following Informal snout your fa lays water use so the Division of Water ROSourca5 can determine whothgr you should hn
reporting your water use annually.
Facilay Name. Dare County C&D Landfill
Compeny Name I Dare County Public Works
County Dare L1
Mailing Address-. 1018 Dnkwood Dri-
coy: Mantes — - -- - ---
_ - _ __. - ____ _J
since, North Carolina Li
Zip- 27954 ___ _ —J
Contact Person I Edward L. Mann, Sr.
Phone: [phone]B
Emau_ [e-mail]
What soull of water are used at this facility? (Check all that apply)
rr Ground Water
r ISurface Water
r IRecloarad Welar
r I Purchase Wnter
If purchase water is used, which water system suppiles it7
----.__ __ __- --_ -- _-. - --1
What is the maximum day withdrawal for this facility?
1,728,000 "Gallons
Do you have any ca ril
Water is withdrawn for landfill borrow pit
operations. Withdrawn water is pumped to an
adjacent pond and ultimately discharges to a
series of canals on site.
Page 1 of']
Overview Reports FAo Login
Have 4ue•rione9 ---�
If you hnvo any questions, please visit our
FAQ to
educate yourself on on Water Withdrawal
Raglslrl
-4, Frequently Aslied,Quostipns
1 Contact ua
Harold Brady
Water Withdrawal Registration Coordinator
919-7 t 5-t 736
Ems I Mn
http://www.ncwater.org/Permits_and_Rcgistration/Water_W ithdrawal_and—Transfer_Registration/page/... 7/20/201 1

NCDEE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 8, 2011
To: Edward L. Mann, Sr., Public Works Director
Dare County
1018 Driftwood Drive
Manteo, NC 27954
Dee Freeman
Secretary
Subject: Dare County Construction and Demolition Debris Landfill with On -Site Borrow Pit — Mining
Permit Expansion Modification Application
The Division of Land Resources Permit No: 28-24
The Division of Water Quality —
General Stormwater NPDES Permit No.: NCG020596
Pumping Operation and Monitoring Plan
Notice of O&M Plan Acceptance
Dear Mr. Mann:
The Division of Water Quality's (DWQ) Washington Regional Office (WaRO) requested additional information
regarding the Pumping Operation and Monitoring Plan (O&M Plan) that was received on October 4, 2011. The
revised O&M Plan was then received on October 27, 2011. The O&M Plan has been noted as complete (see the
attached).
Therefore, this letter serves as notification that the O&M Plan requirement has been satisfactorily accomplished.
Should there be any questions, please do not hesitate to contact me at [phone] or via email at
thom.ed, eq rtonancdenr.gov.
Sincerely,
J CJ j—, 4TIA---13
Thom Edgerton
Environmental Engineer
Cc: (By electronic files):
Mathew F. Colone, PG, CDM, Camp Dresser & McKee, Raleigh, NC
Judy Wehner, Assistant State Mining Specialist, CO — Division of Land Resources
Pat McClain, PE, Regional Engineer, Land Quality Section —WaRO
Gary Novak, LQS — WaRO
DWQ=WARO, NCG420596,F,ile (copy)
Al Hodge, Regional Supervisor, E)WQ -- WaRO
Samir Dumpor, PE, DWQ— WaRO
Jennifer Jones, Environmental Engineer, CO — SWPU
North Carolina Division or Water Quality Internet: www,newaterauality.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX: [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycledll0% Post Consumer Paper
One
North Caro] i na
Naturally

Dare County C&D Landfill Borrow Pit
Operations and Maintenance Plan
The purpose of this Operations and Maintenance Plan (O&M Plan) is to provide the Dare
County C&D Landfill staff with a manual that will serve as a guide for efficient operation of
the C&D Landfill Borrow Pit and provide the ability to recognize any adverse impacts of
dewatering, should they occur. This O&M Plan is intended to address the following issues:
■ Pump Maintenance and Recording,
■ Groundwater Monitoring,
■ Wetlands Monitoring,
■ Stormwater and Mining Permit Requirements,
■ Operating Record and Recordkeeping Requirements.
Site Background
The site is located in a relatively remote area of mainland Dare County. The existing borrow
area is surrounded by wetlands and prior converted cropland currently utilized for
agriculture. The entire Dare County site is bounded on the east by U.S. Highway 264 and on
the other three sides by the Alligator River National Wildlife Refuge. The existing borrow area
has been in operation since 1995 to provide:cover soil for the active C&D landfill. The existing
excavation started. approximately 150 feet south of the canal adjacent to Cub Road, to
minimize the effects of groundwater flow changes on the C&D landfill groundwater
monitoring system, and has continued to be performed at an average of 18-20 feet below
ground surface extending south toward Grouse Road (See attached Sheet C-1).
Excavation is performed in increments as 'necessary to supply base fill, daily cover, and cap
construction for the C&D landfill. Dewatering of the excavation occurs as necessary.
Excavated material is temporarily stockpiled in the stockpile'area and, after adequate
drainage, is used at the C&D landfill site.
In accordance with the approved mining permit, as the final edges of the excavation pit are
completed, excavation equipment operators will ensure that the final below water table
surface slopes comply with the specifications outlined above. A free'settling slope will be
maintained on the active face until final excavation is complete. Warning signs are placed at
the four corners of the excavation area.
In the mining area, land disturbing -activities are accomplished such that all stormwater runoff
are directed into the mining pit. Drainage into the southern mining pit (Mining'Excavation Pit
3) drains north where it is pumped into Mining Excavation Pit 2. Mining Excavation:Pit 2
gravity drains into Mining Excavation Pit 1. All water discharged from Mining Pit 1 gravity
drains from the discharge of Mining Pit 1 and flows west along Cub Road. At the intersection
of Cub Road and Sear Road, drainage is directed north and discharges from the property at
the intersection of Bear Road and Gadwell Road. Two surface drainage ditches drain the
-Tf
.� 01 r 1
P,10a�r Coa1RY•17i721pwrorr Pl O6M MvNq W Oat. GWro Pd OtM R+ F,ML10212011 —
1-1

Dare County C&D Landfill Borrow Pit
Operation and Maintenance Plan
stockpile area. Sedimentation basins are constructed in each of the two ditches to treat
stormwater and soil drainage.
Based on pump curve data, it is estimated that the maximum discharge rate for the
dewatering operation at the pit is approximately 1,200 gpm or 1.7 MGD. It is likely that
discharge rates are typically lower than 1,200 gpm and vary based on head. withdrawn water
from the current excavation (Pit 3) is pumped to an adjacent pit and ultimately discharges to
a series of canals on site, as described above.
O&M Procedures
The following sections discuss O&M procedures to be followed for the borrow pit activities at
the site. A spreadsheet to be used as a weekly general inspection checklist has been
generated based on the following activities. The weekly inspection checklist is provided as
Table 1. The weekly general inspection checklists will be maintained in a,dedicated folder or
file and kept in the scale house.
In addition, as required in the Mining Permit, qualitative inspection and analytical discharge
monitoring will be conducted at the outfali from Mining Pit 1 to the canal. A Stormwater
Discharge Outfall (SDO) Qualitative Inspection Monitoring form is attached. The qualitative
inspection monitoring form is to be completed weekly and during any storm event greater
than 0.10 inches and will be kept on file in the scale house. If no discharge occurs during that
period, the Form should be filled out as "no flow."
Pump Maintenance and Recording
There is no meter present to monitor discharge rates from the borrow pit to the adjacent pit,
however, there is an hour meter at the pump. Pumping rates vary as head fluctuates, but the
pump is never turned off. In the event of interruption or variation from the typical pumping
rate and time, County staff shall record time that pump was not active and describe reason
for inactivity on the weekly inspection checklist.
Groundwater Monitoring
In order to monitor the effects of prolonged pumping of the surficial aquifer on the area
surrounding the borrow pit, 4 new monitoring wells have been installed (Well-1 through
Well-4). The wells were surveyed to State Plane coordinates and NAVD 88 elevation. Well'
locations are shown on the attached Wetiond Flag Location Map. Water levels in the wells
are to be measured from the top of the PVC casing quarterly. All water measurements shall
be recorded on the corresponding weekly inspection checklist.
Wetlands Monitoring
The wetland areas adjacent to the borrow pit have been flagged and mapped (see attached
Wetland Flag Location Map). These areas and the adjacent ditches are to be visually
inspected for signs of vegetative stress or abnormality and water level/flow. within the ditches
on a weekly basis. All observations from the weekly wetland inspectionsshall be recorded on
the weekly inspection form.
t-2
P.Oua County-17057,0wn P409M P1iMRdYWed OLa OWIe PAOAMPLt_Final_702UOt atl

Dare County C&D Landfill Borrow Pit
Operation and Maintenance Plan
Stormwater Qualitative Inspection Monitoring
Stormwater qualitative inspection monitoring shall be conducted at the outfall from Mining
Pit 1 weekly and during any storm event greater than 0.10 inches. Qualitative inspection
monitoring shall include descriptions and observations made at the outfall and include: Color;
odor; clarity; floating solids; suspended solids; foam; oil sheen; indications of sediment
deposition; indications of erosion; and any other obvious indication of stormwater pollution.
If no discharge occurs for that period, the form shall be filled out as "no flow." All weekly
qualitative inspections shall be recorded on the attached Stormwater Discharge Outfall
(SDO) Qualitative Inspection Monitoring form and kept on file in the scale.house. If obvious
indications of turbidity, erosion or sedimentation are observed, perform maintenance as
necessary.
Storm water Analytical Monitoring
Stormwater analytical monitoring shall be conducted at the outfall from Mining Pit 1 semi-
annually during a representative storm event that causes discharge. Samples for Settleable
Solids and Total Suspended Solids shall be collected and sent to an offsite laboratory for
analysis. Field measurements of turbidity shall also be collected at the outfall during these
events. Total Rainfall, Event Duration, and Total Flow shall also.be recorded on the
Stormwater Discharge Outfall (SOO) Qualitative Inspection Monitoring form. Semi-annual
analytical data and rainfall data will be recorded on a Discharge Monitoring Form and kept on
file in the scale house. However, if any parameter benchmark is exceeded for a semi-annual
event, a Stormwater Exceedence DMR form will be forwarded to the Regional DWQ office
within 30 days of receipt of the analytical data. Analytical results for the semi-annual events
will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQ
office by March 1 of the following year.
Semi-annual stormwater samples shall be collected between January 1—June 30 and July 1 —
December 31, with a minimum of 60 days between samples.
Mine Dewatering Discharge Analytical Monitoring
In addition to the semi-annual Stormwater monitoring,. quarterly analytical sampling must be
conducted at the outfall to monitor general effluent quality from the dewatering activities.
Samples are to be collected and analyzed for pH, Settleable Solids, Total Suspended Solids,
and Turbidity. Total dewatering.volume for the date of sample collection must also be
recorded: Pump volume can be estimated from pump hour recordings from Table i and
pump curves.
Quarterly effluent analytical data will be recorded on a Discharge Monitoring Form and will
be kept'on file in the scale house. However, if any parameter limit is exceeded, or a violation
is found for any quarterly event, an Effluent Exceedence DMR form will be forwarded to the
Regional DWQ office within 30 days of receipt of the analytical data. Analytical results for the
quarterly events will be compiled in an Annual Discharge Monitoring.Form for submittal to
the Central DWQ office by March 1 of the.following year.
1-3
P,IOy�-Ownly1 T9721Barow A/ ORM PlarAMind Uaia Oprrw Fd 06LI Plan-Final-10i?"iI do

Dare County C&D Landfill Borrow Pit
Operation and Maintenance Plan
Quarterly mine dewatering samples shall be collected from the outfall as follows:
• Q1 between January 1 and March 31,
• Q2 between April 1 and June 30,
• Q3 between July 1 and September 30,
• Q4 between October 1 and December 31,
�! u
P.iAve Gev3, i79571flurew Pa 06M PurtWarsed Ave ep�orw4au Pbn Ywl_7a2T}91I db-
1-4

Table I
Dare County C&D Landfill Borrow Pit
Weekly Inspection Form
Date
General Weather Conditions
Landfill Representative
Borrow Pit Discharge Pump
(to be monitored weekly)
Pump Hours Comment:
Pump Running Y / N Comment:
Operational comments:
(has pump operation remained constant since
previous week and if not why)
Groundwater Monitoring Wells
(Elevations are required to be monitored quarterly)
Well Top Depth to Wator From Top —
MW-1 2.65
MW-2 8.62
MW-3 4.58 -
MW-4 5.36
Wetlands and Surface Water Observations
(to be monitored weekly)
Stressed Vegetation Y I N Comment:
Water/Flow in Ditches Y I N Comment:
Other Comments/Observations:
GW Elovation

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this jam, please visit: httoa/h2o.enr.sl.L[C.nC.US/Su/Form% D(1cun1ent5.htnl#ill[Scfoi-n15
Permit No.: I ICI_I I 1�I l 1_ J or Certificate of Coverage No.: NIC/GI 1_I_I_I I I
Facility Name:
County: Phone No.
Inspector:
Date of Inspection:
Time of inspection:
Total Event Precipitation (inches):
Was this a Representative Storm Event? (See information below) ❑ Yes ❑ No
Please check your pernrit to verify if Qualitative Monitoring must be performed during a representative
stonn evert (requirements vary).
A "Representative Storm Event" is a storm event that measures greater than 0.1 inches of rainfall and that
is preceded by at least 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has
occurred. A single storm event may contain up to 10 consecutive hours of no precipitation.
By this 'signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee) '
1. Outfall Description:
0difali No. Structure (pipe; ditch, etc.)
Receiving Stream:
Describe the industrial activities that occur within the Outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium. dark) as descriptors:
3. Odor: Describe any distinct odors that the discharge may have (i.e.. smells strongly of oil, weak
chlorine -odor, etc.):
Page 1 of -2
s wu=2a 2. S i 2G68

4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear
and 5 is very cloudy:
1 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where I is no solids and 5 is the surface covered with floating solids:
l 2 3 4 5
fi. Suspended Solids: Choose the number which best describes the amount ol'suspended solids in
the stormwater discharge, where I is no solids and 5 is extremely muddy:
1 2 3 4 5
7.. is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes No
). Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators or Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam; oil sheen, or erosion/deposition may he
indicative of pollutant exposure. These conditions warrant further investigation.
Page -2 of 2
S W U-242-1 12608

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North Carolina Department of Environment and Natural Resources
Division'of Water Quality
Beverly Eaves Perdue Coleen H. Sullins. Dee Freeman
Governor Director Secretary
December 8, 2011
To: Edward L. Mann. Sr-, Public Works Director
Dare County
1018 Driftwood Drive
Manteo, NC 27954
Subject: Dare County Construction and Demolition Debris Landfill with On -Site Borrow Pit — Mining
Permit Expansion Modification Application
The Division of Land Resources Permit No: 28-24
The Division of Water Quality —
General Stormwater NPDES Permit No.: NCG020596
Pumping Operation and Monitoring Plan
Notice of O&M Plan Acceptance
Dear Mr. Mann:
The Division of Water Quality's (DWQ) Washington Regional Office (WaRO) requested additional information
regarding the Pumping Operation and Monitoring Plan (O&M Plan) that was received on October 4, 2011. The
revised O&M Plan was then received on October 27, 2011, The O&M Plan has been noted as complete. (see .the
attached).
Therefore, this letter serves as notification that the O&M Plan requirement has been satisfactorily accomplished.
Should there be any questions, please do not hesitate to contact me at [phone] or via email at
thom.edge rtonAncdenr.c�ov.
Sincerely,
Thom Edgerton
Environmental Engineer
Cc: (By electronic files):
Mathew F. Colone, PG, CDM, Camp Dresser 8; McKee, Raleigh, NC
Judy Wehner, Assistant State Mining Specialist, CO — Division of Land Resources
Pat McClain, PE, Regional Engineer, Land Quality Section — WaRO
Gary Novak, LQS — WaRO
DWQ -- WaRO — NCG020596 File (copy)
Al Hodge, Regional Supervisor. DWQ -- WaRO
Samir Dumpor, PE, DWQ — WaRO
Jennifer Jones, Environmental Engineer, CO — SWPU
North Carolina Division of water Quality Internet: wwvi^n(nateraualily.org olle
943 Washington Square Mall Phone: [phone] Norr
thCarolina
Washington, NC 27889 FAX: [phone] Naturall,#
An Equal OpportunilyfARrmative'Action Employer - 50% Recydad110% Post Consumer Paper

Dare County C&D Landfill Borrow Pit
Operations and Maintenance Plan
The purpose of this Operations and Maintenance Plan (O&M Plan) is to provide the Dare
County C&D Landfill staff with a manual that will serve as a guide for efficient operation of
the C&D Landfill Borrow Pit and provide the ability to recognize any adverse impacts of
dewatering, should they occur. This O&M Plan is intended to address the following issues:
■ Pump Maintenance and Recording,
■ Groundwater Monitoring,
■ Wetlands Monitoring,
■ Stormwater and Mining Permit Requirements,
• Operating Record and Recordkeeping Requirements.
Site Background
The site is located in a relatively remote area of mainland Dare County. The existing borrow
area is surrounded by wetlands and prior converted cropland currently utilized for
agriculture. The entire Dare County site is bounded on the east by U.S. Highway 264 and on
the other three sides by the Alligator River National Wildlife Refuge. The existing borrow area
has been in operation since 1995 to provide cover soil for the active C&D landfill. The existing
excavation started approximately 150 feet south of the canal adjacent to Cub Road, to
minimize the effects of groundwater: flow changes on the C&D landfill groundwater
monitoring system, and has continued to be performed at an average of 18-20 feet below
ground surface extending south toward Grouse Road (See attached Sheet C-1).
Excavation is performed in increments as'necessary to supply base fill, daily cover, and cap
construction for the C&D landfill. Dewatering of the excavation occurs as necessary.
Excavated material is temporarily stockpiled in the stockpile area and, after adequate
drainage, is used at the C&D landfill site.
In accordance with the approved mining permit, as the final edges of the excavation pit are
completed, excavation equipment operators will ensure that the final below water table
surface slopes comply with the specifications outlined above. A free settling slope will be
maintained on the active face until final excavation is complete. Warning signs are placed at
the four corners of the excavation area.
In the mining area, land disturbing activities are accomplished such that all Stormwater runoff
are directed Into the mining pit. Drainage into the -southern mining pit (Mining Excavation Pit
3) drains north where it is pumped into Mining Excavation Pit 2. Mining Excavation Pit 2
gravity strains into Mining Excavation Pit 1. All water discharged from Mining Pit 1 gravity
drains from the discharge of Mining Pit 1 and flows west along Cub Road. At the intersection
of Cub Road and Bear Road, drainage is directed north and discharges from the property at
the intersection of Bear Road and Gadwell'Road. Two surface drainage ditches drain the
1-1
PO—Gwn(yAT05220— aA OaM P4an%Paym*d pare Rogow pq Oau Plan—FinaL 10V?011 dx

Dare County C&D Landfill Borrow Pit
Operation and Maintenance Plan
stockpile area. Sedimentation basins are constructed in each of the two ditches to treat
stormwater and soil drainage.
Based on pump curve data, it is estimated that the maximum discharge rate for the
dewatering operation at the pit is approximately 1,206 gpm or 1.7 MGD- It is likely that
discharge rates are typically lower than 1,200 gpm and vary based on head. Withdrawn water
from the current excavation (Pit 3) is pumped to an adjacent pit and ultimately discharges to
a series of canals on site, as described above.
O&M Procedures
The following sections discuss O&M procedures to be followed for the borrow pit activities at
the site. A spreadsheet to be used as a weekly general inspection checklist has been
generated based on the following activities. The weekly inspection checklist is provided as
Table i. The weekly general inspection checklists will be maintained in a dedicated folder or
file and kept in the scale house.
In addition, as required in the Mining Permit, qualitative inspection and analytical discharge
monitoring will be conducted at the outfall from Mining Pit 1 to the canal. A Stormwater
Discharge Outfall (SDO) Qualitative Inspection Monitoring form is attached. The qualitative
inspection monitoring form is to be completed weekly and during any storm event greater
than 0.10 inches and will be kept on file in the scale house. If no discharge occurs during that
period, the form should be filled out as "no flow."
Pump Maintenance and Recording
There is no meter present to monitor discharge rates from the borrow pit to the adjacent pit,
however, there is an hour meter at the pump. Pumping rates vary -as head fluctuates, but the
pump is never turned off. In the event of interruption or variation from the typical pumping
rate and time, County staff shall record time that pump was not active and describe reason
for inactivity on the weekly inspection checklist.
Groundwater Monitoring I
In order to monitor the effects of prolonged pumping of the surficial aquifer on the area
surrounding the borrow pit, 4 new monitoring wells have been installed (Well-1 through
Well-4). The wells were surveyed to State Plane coordinates and NAVD 88 elevation. Well
locations are shown on the attached Wetland Flog Location Map. Water levels in the wells
are to be measured from the top of the PVC casing quarterly. All water measurements shall
be recorded on the corresponding weekly inspection checklist.
Wetlands Monitoring
The wetland areas adjacent to the borrow pit have been flagged and mapped (see attached
Wetiond Flog Location Map). These areas and the adjacent ditches are to.be visually
inspected for signs of vegetative stress or abnormality and water level/flow within the ditches
on a weekly basis. All observations from the weekly wetland inspections shall be recorded on
the weekly inspection form.
t-2
P,7pa<e Canny-t793D8anow Pe 61u PlaroRr..ed Du* BWn Pa O&M Plan Flnal_=1204 i de

Dare County C&D Landfill Borrow Pit
Operation and Maintenance Plan
Stormwater Qualitative Inspection Monitoring
Stormwater qualitative inspection monitoring shall be conducted at the outfall from Mining
Pit 1 weekly and during any storm event greater than 0.10 inches. Qualitative inspection
monitoring shall include descriptions and observations made at the outfall and include: Color;
odor; clarity; floating solids; suspended solids; foam; oil sheen; indications of sediment
deposition; indications of erosion; and any other obvious indication bf stormwater pollution.
If no discharge occurs for that period, the form shall be filled out as "no flow." All weekly
qualitative inspections shall be recorded on the attached Stormwater Discharge Outfall
(SDO) Qualitative Inspection Monitoring form and kept on file in the scale house. If obvious
indications of turbidity, erosion or sedimentation are observed, perform maintenance as
necessary.
Stormwater Analytkal Monitoring
Stormwater analytical monitoring shall be conducted at the outfall from Mining Pit 1 semi-
annually during a representative storm event that causes discharge. Samples for Settleable
Solids and Total Suspended Solids shall be collected and sent to an offsite laboratory for
analysis. Field measurements of turbidity shall also be collected at the outfall during these
events. Total Rainfall, Event Duration, and total Flow shall also be recorded on the
Stormwater Discharge Outfall (SDO) Qualitative Inspection Monitoring form. Semi-annual
analytical data and rainfall data will be recorded on a Discharge Monitoring Form and kept on
file in the scale house. However, if any parameter benchmark is exceeded for a semi-annual
event, a Stormwater Exceedence DMR form will be forwarded to the Regional DWQ office
within 30 days of receipt of the analytical data. Analytical results for the semi-annual events
will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQ
office by March 1 of the following year.
Semi-annual stormwater samples shall be collected between January 1—June 30 and July 1—
December 31, with a minimum of 60 days between samples.
Mine Dewotering Discharge Analytical Monitoring
In addition to the semi-annual stormwater monitoring, quarterly analytical sampling must be
conducted at the outfall to monitor general effluent quality from the dewatering activities.
Samples are to be collected and:analyzed for pH, Settleable Solids, Total Suspended Solids,
and Turbidity. Total dewatering volume for the date -of sample collection must also be
recorded. Pump volume can be estimated from pump hour recordings from Table i and'
pump curves.
Quarterly effluent analytical data will be recorded on a Discharge Monitoring Form acid will
be kept on file in the scale house. However, if any parameter limit is exceeded, or a violation
is found for any quarterly event, an Effluent Exceedence DMR form will be forwarded to the,
Regional DWQ office.within 30 days of receipt of the analytical data. Analytical results for the
quarterly,events will bd'compiled in.an Annual`Dlscharge Monitoring.Form for submittal.to
the Central DWQ office by March 1 of the following year.-
1-3
P.ZOv Cm,ryA70 780,,P P4 O&M PW&gwgW Doi Bwr PO O&M Wan_F.W_1027201 I000.

Dare County C&D Landfill Borrow Pit
Operation and Maintenance Plan
Quarterly mine dewatering samples shall be collected from the outfall as follows:
• Q1 between January 1 and March 31,
• Q2 between April 1 and June 30,
• Q3 between July land September 30,
• Q4 between October 1 and December 31.
1-4
P 1par�Cww�r:7S5218enax PSOa rA Plan0-4 D.,. Roam PA OW PIAIFT,1_10272011 de,

Table 1
Dare County C&D Landfill Borrow Pit
Weekly Inspection Form
Date
General Weather Conditions
Landfill Representative
Borrow Pit Disc_hatge Purn
(to be monitored weekly)
Pump Hours Comment:
Pump Running Y 1 N Comment:
Operational comments:
(has pump operation remained constant since
previous week and if not why)
Groundwater Monitoring Wells
(Elevations are required to be monitored quarterly)
WBII
Tag - paper to Water From Top =
MW-1
2.65 - _
MW-2
8.62 - _
MW-3
4.58 - _
MW-4
5.36 -
Wetlands and Surface Water Observations
(to be monitored weekly)
Stressed Vegetation Y 1 N Comment:
WatorlFlow In Ditches Y 1 N Comment:
Other Comments/Observations:
GW Eigyation

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please 1 Lein: Doc11I11ent5.11trn#III isc['oI-Ins
Permit No.: NICI l l / I I_I_I
Facility Name:
County:
Inspector:
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches):
or Certificate of Coverage No.: NICIGl_I_I_I,I l,_,_!
Phone No.
Was this a Representative Storm Event? (See information below) ❑ Yes ❑ No
Please check your permit to verify if Qualitative Monitoring uutst be performed thwing a representative
stonn event (requirements vary).
A "Representative Storm Event" is a storm event that measures greater than 0.1 inches of rainfall and that.
is preceded by at least 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has
occurred. A single storm event may contain up to 10 consecutive hours of no precipitation.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permitter or Designee)
I. Outfall Description:
Outfall No. Structure (pipe, ditch, etc.)
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
2. Color: Describe the color of the discharge using basic colors (rcd, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.):
Page t of 2
sw U-2a2• 112601

4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear
and 5 is very cloudy:
1 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where I is no solids and 5 is the surface covered with floating solids:
1 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the'stormwater discharge, where' I is no solids and 5 is extremely muddy:
1 2 3 4 5
7. , Is there any foam in the stormwater discharge? Yes No
8. Is there an oil sheen in the stormwater discharge? Yes No
9. Is there evidence of erosion or deposition at the outfail? Yes No
10. Other Obvious indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high -solids, and/or the presence of foam, oil sheen, or erosion/deposition maybe
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242-112608

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0. Dare County, North Carolina
® Dare County Construction and, Demolition
0 Debris Landfill
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Dare County
Dare County Construction and Demolition Debris Landfill
MINING PERMIT APPLICATION MODIFICATION
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CDM PN:-17952-56960
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5400 Glenwood Avenue, Suite 300
Raleigh, North Carolina 27612
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Contents

Contents
Mining Permit Application
Appendix A - Vegetation Plan
Appendix B - Groundwater Sampling Data
Appendix C- NPDES Stormwater Permit Ty 4' S a
At,6OZ ibs+a-fJ IfI110- r%+.S JOCIAA-t4 i5 Odit� AIL 1
Appendix D - Design Drawings and Detail Sheets

APPLICATION FOR A MINING PERMIT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Dare County Construction/Demolition Landfill On -Site Borrow Pit County Dare
River Basin Pasquotank
Latitude (decimal degrees to four places) 35.8394
Longitude (decimal degrees to four places) 75.8133
2. Name of Applicant* Dare County (c/o Edward L. Mann, Sr., Public Works Director)
3. Permanent address for receipt of official mail** Public Works Office, County of Dare
1018 Driftwood Driver, Manteo, North Carolina, 27954
Telephone [phone] Alternate No.
4. Mine Office Address Same as Above
Telephone Same as Above
5. Mine Manager Edward L. Mann Sr.
We hereby certify that all details contained in this Permit Application are true and correct to the best of our
knowledge. We fullyr understand that any willful misrepresentation of facts will be cause for permit
revocation.
***Signature - Date
Print Name Edward L. Ma/h. Sr.
Title Public Works Director
* This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond (security) that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature of company officer required.
G.S. 74-51 provides that the Department shall rant 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.
-E-

APPLICATION FOR A MINING PERMIT
NOTE: All of the following questions must be thoroughly answered regarding 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
1. Answer all of the following that apply:
® ❑ 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:
❑ 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):
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.: 28-24 Total permitted acreage: 50
® Does the modification involve acreage within the previously approved permitted boundary?
Yes ® 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): 3.6 acres
® Does the modification involve acreage outside the previously approved permitted boundary?
Yes ® No ❑. If yes, indicate the additional acreage to be covered by this
modification: 8.8 acres. (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 (i.e.: disturbed,
ground cover removed) by the mining operation? Yes ® No ❑ (If no, a "minor modification"
fee of $100.00 is required, despite:0e "undisturbed" acreage to be added). If yes, indicate the
acreage to be affected within the acreage to be added to the permit (the total acreage to be added to
the permit is the acreage that the "major modification" fee will be based upon): 11.9 acres
3.W�$•�l�G. = t 1.4 Xe-- 1 ' = .SA-c
❑ 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. Name of all materials mined: Fill and cover material primarily_ for on -site construction silt and sand
3. Mining method:
❑Hydraulic Dredge ® Front-end Loader & Truck ® Shovel & Truck
Dragline & Truck Self -loading Scraper
Other (explain): No additional mining methods are anticipated at this time.
4. a. Expected maximum depth of mine (feet) 30
Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)
mean seal level.
b. Expected average depth of mine (feet)
18-20
5. Has any area(s) at this site been mined in the past? Yes
No ❑
-2-

APPLICATION FOR A MINING PERMIT
® If yes, when and by whom was this activity conducted? 1995-Present by Dare CountK
® 6. Number of years for which the permit is requested (10 years maximum): 3
® B. MAPS
® 1. Clearly mark and label the location of your mining operation on six (6) copies of a 7.5-minute quadrangle
® and a county highway map. These maps, in addition to six (6) copies of all mine maps and reclamation
maps, must be submitted with each permit application.
® 7.5-minute quadrangles may be obtained from the N.C. Geological Survey:
Mailing Address: Physical Address:
1612 Mail Service Center OR 512 North Salisbury Street, 5`h Floor
Raleigh, North Carolina 27699-1612 Raleigh, North Carolina 27604
[phone]
V;ww,geoloqy.enr.state.nc.us/
County highway maps may be obtained from the N.C. Department of Transportation:
North Carolina Department of Transportation — Geographic Information Systems (GIS)
® Mailing Address: Physical Address:
NCDOT GIS Unit NCDOT GIS Unit
® 1587 Mail Service Center 3401 Carl Sandburg Court
0 Raleigh, North Carolina 27699-1587 Raleigh, North Carolina 27610
[phone]
0 www.nedot.org/it/gisContact/default.html
® 2. Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlarged
® topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on the
maps along with their corresponding (approximate) acreage. As a reminder, mining permits can
only be issued for up to 10 years; thus, all mine and reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum requirements listed below) to clearly illustrate the following, at a
minimum:
a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located
including easements and rights -of -way.
b. Existing or proposed permit boundaries.
c. Initial and ultimate limits of clearing and grading.
d. Outline and width of all buffer zones (both undisturbed and unexcavated).
e. Outline and acreage of all pits/excavations.
f. Outline and acreage of all stockpile areas.
g. Outline and acreage of all temporary and/or permanent overburden disposal areas.
h. Location and acreage of all processing plants (processing plants may be described as to location and
distance from mine if sufficiently far removed).
i. Locations and names of all streams, rivers and lakes.
j. Outline and acreage of all settling and/or processing wastewater ponds.
k. Location and acreage of all plannedrand-exi';fig access roads and on -site haul roads.
1. Location of planned and existing on -site buildings.
m. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of 100-year floodplain limits and wetland boundaries.
o. Names of owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of
the mine tract, names of owners of record of tracts adjoining these tracts, that are within 1,000 feet of
the mining permit boundary, must be provided on the mine map.
-3-

Location Map
Legend
Feet Figure 1
0 2,500 5,000 10,000 15,000 Borrow Area Dare County C&D Landfill
C&D Landfill

APPLICATION FOR A MINING PERMIT
p. Names ofowners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway, creek, stream, river, or
other watercourse, railroad track, or utility or other public right-of-way. If an adjoining tract is owned
or leased by the applicant or is owned by the lessor of the mine tract, names of owners of record of
tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary, must be
provided on the mine map(s). NOTE: "Highway" means a road that has four lanes of travel or less
and is not designated as an Interstate Highway.
q. Map legend:
1. Name of applicant
2. Name of mine
3. North arrow
4. County
5. Scale
6. Symbols used and corresponding names
7. Date prepared and revised
8. Name and title of person preparing map
Map scales should meet the following guidelines:
PERMITTED ACREAGE MAP SCALE
0-49 Acres I inch = 50 feet
50-199 Acres 1 inch = 100 feet
200+ Acres 1 inch = 200 feet
(NOTE: Smaller scaled maps may be acceptable if they clearly illustrate the above items)
-4-

APPLICATION FOR A MINING PERMIT
A table/chart must be provided on the mine map that clearly lists the approximate acreage of tailings/sediment
ponds, stockpiles, wastepiles, processing area/haul roads, mine excavation and any other major aspect of the
mining operation that is proposed to be affected/disturbed during the life of the mining permit. A table/chart
similar to the following will be acceptable:
CATEGORY
AFFECTED ACREAGE
Tailings/Sediment Ponds
NIA
Stockpiles
8.3
Wastepiles
NIA
Processing Area/Haul Roads
2.5
Mine Excavation
42.5
Other (Explain)
NIA
Total Disturbed Acreage
53.3
NOTE:
IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE -SPECIFIC
INFORMATION THAT IS PROVIDED IN THE ANSWERS TO THE FOLLOWING QUESTIONS IN
THIS APPLICATION FORM (PLEASES NOTE THE ITALICIZED QUESTIONS/STATEMENTS
THROUGHOUT THE FORM). THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE
WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON THE MINE MAPS.
- 5 -

® APPLICATION FOR A MINING PERMIT
C.. PROTECTION OF NATURAL RESOURCES
1. Describe in detail the sequence of events for the development and operation of the mine and reference the
sequence to the mine map(s). Attach additional sheets as needed.
The existing excavation started approximately 150 feet south of the canal adjacent to Cub Road to minimize
the effects of groundwater flow changes on the Construction & Demolitions (C&D) landfill groundwater
monitoring system and has continued to be performed at an,average:of-1=8-20=feet=below-mean:sea,level (msl)
extending south toward Grouse Road. A 25-foot buffer exists along the eastern woods line, which is
approximately 295 feet from the County's property line. The southern extent of the excavation will not extend
closer than 25 feet from the woods line south of Grouse Road, which is approximately 1,150 feet from the
County's property line (See attached Sheet C-1).
Excavation is performed in increments as necessary to supply base fill, daily cover, and cap construction for
the C&D landfill. Dewatering of the excavation occurs as necessary and as defined in Sectiont31 . of this
permit. Excavated material is temporarily stockpiled in the stockpile area and after adequate drainage, the soil
is used at the C&D landfill site.
® During excavation the uppermost organic layer is stripped and stockpiled separately at the C&D landfill site
for future use as final C&D landfill capping material to support grass covers. Due to the sandy nature of the
material to be excavated a free settling slope is maintained on active excavation surfaces. Upon completion
® of excavation the final slopes for the outer slopes included in this modification will be 3.1 (H:V). All other
existing slopes will be in accordance with the previous approved mining permit. After completion of the
excavation for a major portion of the outer face, all above water table areas will be stabilized with vegetative
cover in accordance with the most recent Vegetation Plan, which was provided in the approved Erosion and
Sedimentation Control Plan for Phase 4 of the C&D landfill. A copy of the approved plan is included in
Appendix A.
In accordance with the previous approved mining permit as the final edges of the excavation pit are
completed, excavation equipment operators will ensure that the final below water table surface slopes comply
with the specifications outlined above. A free settling slope will be maintained on the active face until final
excavation is complete. Warning signs will be placed at the four corners of the excavation area.
2. Describe specific erosion control measures to be installed prior to land disturbing activities and during
mining to prevent offsite sedimentation (include specific plans for sediment and erosion control for mine
excavation(s), waste piles, access/mine roads and process areas), and give a detailed sequence of
installation and schedule for maintenance of the measures. Locate and label all sediment and erosion
control measures on the mine map(s) and provide typical cross-sections/construction details of each
measure. Engineering designs and calculations are required to justify the adequacy of any proposed
measures.
In the mining area, land disturbing activities are accomplished such that all stormwater runoff will be directed
into the mining pit. Drainage into the southern mining pit (Mining Excavation Pit 3) will drain north where it
is pumped into Mining Excavation Pit 2. Mining Excavation Pit 2 gravity drains into Mining Excavation Pit
1. For ultimate discharge from Mining Pit 1, see the discussion in Section 3.b. of this permit.
Two surface drainage ditches drain the stockpile area. A sedimentation basin will- be constructed in each of
the two ditches to treat stormwater and soil drainag�Disturbed areas that are subject to future disturbance
will receive temporary seeding if the area remains exposed for more than 30 days. Completed cut and fill
slope areas will be seeded and grassed in accordance with the Vegetation Plan provided in Appendix A.
3. a. Will the operation involve washing the material mined, recycling process water, or other waste water
handling? Yes ❑ No E. If yes, briefly describe all such processes including any chemicals to be used.
b. Will the operation involve discharging fresh or wastewater from the mine or plant as a point discharge to
the waters of the State? Yes ® No D. Ifyes, briefly describe the nature of the discharge and locate
-6-

APPLICATION FOR A MINING PERMIT
all proposed discharge points (along with their method of stabilization) on your mine map(s).
All water discharged from Mining Pit 1 gravity drains from the discharge of Mining Pit 1 and flows west
along Cub Road. At the intersection of Cub Road and Bear Road, drainage is directed north and discharges
® from the property at the intersection of Bear Road and Gadwell Road. See attached Sheet C-1 A for more
information.
c. Will any part of the proposed mine excavation(s) extend below the water table? Yes ® No[:].
If yes, do you intend to dewater the excavation(s)? Yes ® No ❑.
If yes, what impact, if any, will mine dewatering have on neighboring wells? 11
rvl
Mine dewatering is not anticipated to have an impact on neighboring wells.:r��
,pid'�"c
® Estimated withdrawal rate in gallons per day: 9,600 gallons per day. ?
Locate all existing wells on the mine map(s) that lie within 500 feet of the proposed excavation area.
® Provide data to support any conclusions or statements made, including any monitoring well data, well
construction data and current water withdrawal rates. Indicate whether the proposed mine locale is
® served by a public water system or private wells.
® There are no water supply wells that lie within 500 feet of the proposed excavation area. All groundwater
® monitoring wells for the C&D landfill are located on the north side of Cub Road approximately 450 feet from
the proposed excavation area. The wells are sampled semiannually and copies of the analytical data for the
past two sampling events are located in Appendix B.
® d. If you answered yes to any of the above questions, provide evidence that you have applied for or
. obtained the appropriate water quality permit(s) (i.e., non -discharge, NPDES, Stormwater, etc.) from the
Division of Water Quality, Water Quality Section. In addition, the applicant is required to register water
Qi use with the Division of Water Resources if the operation withdraws more than 10,000 gallons per day
and needs a capacity use permit from the Division of Water Resources if the operation lies in a capacity
use area and withdraws more than 100,000 gallons per day. V
® A general Stormwater NPDES permit for mining operations has been approved to the N.C. Division of Water
Quality (see Appendix C). The mining operation is not currently withdrawing more than 10,000 gallons per
® day. Should the County increase the withdrawal rate in the future, they will register water use with the
® Division of Water Resources.
® 4. a. Will the operation involve crushing or any other air contaminant emissions? Yes ❑ No ®.
If yes, indicate evidence that you have applied for or obtained an air quality permit issued by the
® Division of Air Quality or local governing body.
b. How will dust from stockpiles, haul roads, etc., be controlled?
® Dust is generated by heavy equipment operation, waste and stockpile hauling vehicles tracking mud onto the
site and public roadways, and by wind erosion of unvegetated earth. A water truck will be used for dust
control on the roadways. Dust conditions will b MMIi ated as necessary at the landfill and borrow pit by
dampening of interior access roads, cleaning of paved public roadways at the site entrance, and stabilizing
completed areas with vegetation per the existing Construction Plan for the site.
® 5. a. A� _buffer-_will.be�required:between.-any_mining:activity.•and,any_mining:permit.bounda y-or.right.of way.
It-may_be-an_unexcavated--buffer (no.excayation, but roadways, berms and erosion & sedimentation
control measures may be installed within it), 'an undisturbed buffer (no disturbance within the buffer
whatsoever), or a combination of the two, depending upon the site conditions. Note=that-all=buffers
must-be-locate d-within_ the ,mining--permit-boundaries
® -7-'

APPLICATION FOR A MINING PERMIT
® How wide a buffer will be maintained between any mining activity and any mining permit boundary or
right-of-way at this site? A minimum buffer of 25 feet is recommended, although a wider buffer may
be needed depending on site conditions. Show all buffer locations and widths on the mine map(s).
As shown on the attached Sheet C-1, a 25- foot buffer will be maintained between the existing borrow pit and
the east side of the proposed excavation area. A-,25.:_-foot:buffer�will_be:maintained:between_the_excavation,
and the woods line south of Grouse Road. To the west a 20-f6ot buffer will i e_maintained-between the
Q% ex a atiori and the existing drainage lateral. A 1�50=foof- uffe: will`be maintained between the north side of
the Ko-rw-w-pit-excavation and the centerI One of the canal along Cub Road.
b. A minimum 50 foot wide undisturbed buffer will be required between any land disturbing activities
within the mining permit boundaries and any natural watercourses and wetlands unless smaller
undisturbed buffers can be justified. Depending on site conditions, a buffer wider than 50 feet may be
® needed. Ste n o i w s# : C: c � a h
® How wide an undisturbed buffer will be maintained between any land disturbing activities within the
mining permit boundaries and any natural watercourses and wetlands at this site? Show all buffer
® locations and widths on the mine map(s).
As explained under 5a a 150-foot buffer will be maintained between the excavation and the centerline of the
canal along Cub Road to the north. See attached Sheet C-l.
® 6. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries
® during mining. Minimum 2 horizontal to 1 vertical slopes or flatter for clayey material and
minimum 3 horizontal to 1 vertical slopes or flatter for sandy material are generally required, unless
technical justification can be provided to allow steeper slopes.
® Due to the sandy nature of the material to be excavated a free settling slope will be maintained on active
excavation surfaces. Upon completion of excavation the final slopes for the outer slopes included in this
modification will be 3:1 (H:V). All other existing slopes will be in accordance with the previous approved
mining permit. After completion of excavation for a major portion of the final outer face all above water
table areas will be stabilized with vegetative cover.
b. Provide a cross-section on the mine map(s) for all fill slopes (berms, wastepiles, overburden
disposal areas, etc.), clearly indicating the intended side slope gradient, installation ofany benches
andlor slope drains (with supporting design information) if needed, and the method of final
stabilization.
Not Applicable.
® c. In excavation(s) of unconsolidated (non -rock) materials, specify the angle of all cut slopes including
specifications for benching and sloping. Cross -sections for all cut slopes must be provided on the
® mine map(s).
Upon completion of excavation the final slopes for the outer slopes included in this modification will be 3:1
(� (H:V). All other existing slopes will be in accordance with the previous approved mining permit.
d. In hardrock excavations, specify proposednb-CIich widths and heights in feet. Provide cross -sections
(� of the mine excavation clearly noting the angles of the cut slopes, widths of all safety benches and
mine benches, and the expected maximum depth of the excavation.
Not Applicable
7. Describe other methods to be taken during mining to prevent physical hazard to any neighboring dwelling
house, public road, public, commercial or industrial building from any mine excavation. Locate all such
structures on the mine map if they are within 300 feet of any proposed excavation.

APPLICATION FOR A MINING PERMIT
There are no dwellings, houses, public roads, or public, commercial, or industrial buildings located within
300 feet of the existing and proposed excavation area.
S. Describe what kind of barricade will be used to prevent inadvertent public access along any high wall area
and when it will be implemented. Vegetated earthen berms, appropriate fencing and adequate boulder
barriers may be acceptable high wall barricades. A construction detail/cross-section and location of each
type of barricade to be used must be indicated on the mine map(s).
The site is located in a relatively remote area of mainland Dare County. The site is bounded on the east by
U-S. Highway 264 and on the other three sides by the Alligator River National Wildlife Refuge. Access to the
area is limited to Link Road and Cub Road. A gate is installed on Link Road at the western end of the bridge
and is locked with a padlock when not in service. A similar gate is installed at the Cub Road entrance. A gate
attendant house is located immediately inside the gate on the southern edge of Cub Road. The entrance is
manned by the gate attendant at all times when the facility is open.
Access from the western side of the C&D landfill is unlikely since all adjacent property is in the Wildlife
Refuge and the nearest public access to the Refuge (other than Link Road) is approximately 5 miles away.
® However, a swinging padlocked gate at the western end of Link Road controls access to the western portions
of the site. The gate belongs to the U.S. Fish and Wildlife Service and is locked at all times when not in use to
prevent unauthorized access to the Refuge.
A 0.75 inch steel cable attached to a two 4-inch diameter steel posts cemented into the ground controls access
to the waste disposal area via Cub Road and the excavation service road. The steel cable is padlocked when
not in use. The cable posts are installed at the bridge over the canal adjacent to Cub Road to prevent vehicles
from bypassing the cable restriction.
The excavation access road to the barrow pit area is chained off when not in use. Moveable construction
® barricades or other warning barriers will be installed parallel to the active face unless-it-is-knowfFthat=toe
below_water=slope-i s=rio=greater-�than=2—'h.
9. Are acid producing minerals or soils present? Yes ❑ No M.
If yes, how will acid water pollution from the excavation, stockpiles and waste areas be controlled?
Although surface water in the area is generally acidic, the acidity is due to the decomposition of surface
organic material. Typically, the Albermarle-Pamlico peninsula has a stratified groundwater regime.
Subsurface aquifers that are separated from the uppermost groundwater layer by relatively impervious
materials are not acidic, and in fact, are alkaline due to limestone deposits. Any excavations that penetrate the
subsurface aquifers can potentially fill with non -acidic water. pH readings taken from the existing borrow pit
excavation indicate that the pond resulting from the proposed excavation area will be neutral to alkaline.
® 10. a. Describe specific plans (including a schedule of implementation) for screening the operation from
public view such as maintaining or planting trees, bushes or other vegetation, building berms or other
measures. Show the location of all visual screening on the mine maps) and provide cross -sections
through all proposed berms or proposed spacing, sizes and species for tree plantings.
® The site is located in a relatively remote area of Dare County. The site is currently shielded on the east, north,
® and south by a barrier of natural trees and undergrowth that is at a minimum approximately 270 feet thick.
These natural tree barriers are on the existing C&D1`a7MJfil1 site owned by Dare County, and are maintained by
the County as a site barrier to the entire C&D landfill property. Beyond this existing tree sight barrier the site
is buffered and shielded by the Alligator River National Wildlife Refuge on the north, west, and south. Public
view of the site is limited along U.S. Highway 264 by the eastern tree line sight barrier (270 feet minimum)
except at the Link Road access point.
0'
0 b. Could the operation have a significantly adverse effect on the purposes of a publicly owned park,
forest or recreation area? If so, how will such effects (i.e., noise, visibility, etc.) be mitigated?
0 -9-
0
a

APPLICATION FOR A MINING PERMIT
The existing borrow area has been in operation since 1995 to provide the C&D landfill soil material
requirements. Proposed borrow operations are identical to those employed since that time. Consequently, no
significant adverse effect on the purposes of a publicly owned park, forest, or recreational area is expected
from the proposed borrow pit expansion. In addition to the -current landfill operations, the site also supports a
County Shooting Range and model aircraft flight area: Cleared areas not currently in use for landfill activities
are under cultivation as are portions of the U.S. Fish and Wildlife property. Since these same operations have
been ongoing since 1995 no adverse effects are anticipated from continuation of the same operations. Current
mitigation measures are described below.
A water truck mitigates dust. The borrow pit operation is buffered from the remainder of the site by the
landfill operation and by the agricultural activities on the rest of the County's site. These activities have been
underway since 1995 and are similar to those proposed for future site use.
Litter control will be provided by:
-Maintaining the smallest usable working face surface area
-Deploying litter fences and potable lifter screens as necessary
-Requiring all waste hauling vehicles entering the site to have in place adequate covers for containment
-Routinely policing the site and U.S. Highway 264 in the vicinity of the site
Will explosives be used? Yes ❑ No E.
If yes, specify the types of explosive(s) and describe what precaution(s) will be used to prevent physical
hazard to persons or neighboring property from flying rocks or excessive air blasts or ground vibrations.
Depending on the mine's location to nearby structures, more detailed technical information may be
required on the blasting program (such as a third -party blasting study). Locate the nearest offsite occupied
structure(s) to the proposed excavation(s) on the mine'map and indicate its approximate distance to the
proposed excavation.
Not Applicable
12. Will fuel tanks, solvents, or other chemical reagents be stored on -site? Yes ❑ No N.
Ifyes, describe these materials, how they will be stored and method of containment in case ofspill. Indicate
the location(s) of all storage facilities on the mine map(s).
Not Applicable
D. RECLAMATION PLAN
1. Describe your intended plan for the final reclamation and subsequent use of all affected lands and indicate
the sequence and general methods to be used in reclaiming this land. This must include the method of
reclamation of settling ponds and/or sediment control basins and the method of restoration or establishment
of any permanent drainage channels to a condition minimizing erosion, siltation and other pollution. This
information must be illustrated on a reclamation map and must correspond directly with the information
provided on the mine map(s). In addition, design information, including typical cross -sections, of any
permanent channels to be constructed as part of the reclamation plan and the location(s) ofall permanent
channels must be indicated on the reclamation map.
After closure of the facility, all uses of the property will be limited to activities that will pose no threat to the
integrity of the grass cover, cap, monitoring systems a any other components necessary for the protection of
human health or the environment. Unless approved by the Solid Waste Section use of the closed landfill and
related mining pit will be -limited to recreational and agricultural purposes.
The pond resulting from excavation of the soil materials may be developed into a recreational lake with a
parking area and boat access. Because of the high water table at the site the excavation will produce an open
pond or lake approximately 18-20 feet deep. The lake created can be stocked with indigenous species of fish
and create a productive freshwater lake unique to the mainland Dare County environment.
- to-

`J
0 APPLICATION FOR A MINING PERMIT
® 2. Is an excavated or impounded body of water to be left as a part of the reclamation? Yes ® No ❑.
0 If yes, illustrate the location of the body(s) of water on the reclamation map and provide a scaled
0 cross -sections) through the proposed body(s) of water. The minimum water depth must be at least 4 feet,
0 measured from the normal low water table elevation, unless information is provided to indicate that a more
shallow water body will be productive and beneficial at this site.
Will the body(s) of water be stocked with fish? Yes ® No. ❑.
If yes, specify species.
The created lake will be approximately 18-20 feet deep and can be stocked with indigenous species of fish.
14W 3. Describe provisions for safety to persons and to adjoining property in all completed excavations in rock
® including what kind of permanent barricade will be left. Acceptable permanent barricades are appropriate
0 fencing, large boulders placed end -to -end, etc. Construction details and locations of all permanent
barricades must be shown on the reclamation map.
® Since access to the site will be through the landfill area, access will be controlled in the same manner as the
approved landfill site.
0 4. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or other such on -site mine waste
areas, including specifications for benching and sloping. Final cross -sections and locutions for such
0 areas must be provided on the reclamation map.
0 Topsoil that is stripped off the borrow pit excavation area will be stockpiled and used for final cover on the
® on -site C& landfill to support vegetative cover as required and as previously approved by the North Carolina
Solid Waste Section. Any material taken from the excavation will be used at the landfill for cover and fill
® material or for off -site fill in limited quantities. No spoil banks or mine waste piles are expected to remain
® after borrow pit operations have ceased. It is expected that all excavated material will be used at the on -site
C&D landfill site and associated facilities.
a. Describe reclamation of processing facilities, stockpile areas, and on -site roadways.
These will be revegetated at grade according to plans and procedures previously approved by the North
Carolina Solid Waste Section for the C&D landfill/
b. Will any on -site roadways be left as part of the reclamation? Yes ® No[].
Ifyes, identify such roadways on the reclamation map and provide details on permanent road and ditch
line stabilization.
The roadway between the existing and proposed excavation areas will remain. The road will be chained off at
all times when not in use. See the attached Reclamation Map (Figure 4).
6. Describe 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.)
No off -site lZenerated waste shall be dislWs_�7 of on the mine site without prior written approval
from the NC Department of Environment and Natural Resources, Land Quality Section and either
the Division of Waste Management (DWM) or local governing body. If a disposal permit has been
issued by DWM for the site, a copy of said permit must be attached to this application. All
temporary and permanent refuse disposal areas must be clearly delineated on the mine map(s) and
reclamation map, along with a list of items to be disposed in said areas.
No scrap metal, junk machinery, cables, or other waste products of mining is anticipated. The mined soil will
be utilized for landfill cover on the C&D landfill or offsite.

APPLICATION FOR A MINING PERMIT
7. Describe your plan for revegetation or other surface treatment of the affected areas. This plan must
include recommendations for year-round seeding, including the time of seeding and the amount and type
of seed, fertilizer, lime and mulch per acre. The recommendations must include general seeding
instructions for both permanent and temporary revegetation. Revegetation utilizing only tree plantings is
not acceptable. Recommendations can be sought from:
a. Authorized representatives of the local Soil and Water Conservation District;
b. Authorized representatives of the Division of Forest Resources, Department of Environment and
Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Extension Service, specialists
and research faculty with the Colleges of Agriculture and Life Sciences and Forest Resources at
North Carolina State University;
d. North .Carolina licensed landscape architects;
e. Private consulting foresters referred by the Division of Forest Resources, Department of
Environment and Natural Resources;
f. N.C. Erosion and Sedimentation Control Planning and Design Manual;
g. N.C. Surface Mining Manual: A Guide for Permitting, Operation and Reclamation;
h. Others as may be approved by the Department.
Revegetation of the affected areas of the Borrow pit mining area, which is a portion of the County's overall
C&D landfill operation, will be accomplished in accordance with the previously approved Erosion and
Sedimentation Control Plan approved by the NC Division of Land Quality. A copy of the Vegetation Plan is
included with this mining permit application in Appendix A.
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
The following bond calculation worksheet is to be used to establish an appropriate bond (based upon a range
of $500 to $5,000 per affected acre) for each permitted mine site based upon the acreage approved by the
Department to be affected during the life of the miningpermit. Please insert the approximate acreage, for each
aspect ofthe minine operation. that you intend to affect during the life ofthis minine hermit tin addition. please
insert the appropriate reclamation cost/acre- for each category from the Schedule of Reclamation Costs
Drovided with this application form) OR you can defer to the Department to calculate vour bond for you based
AFFECTED
RECLAMATION
RECLAMATION
CATEGORY
ACREAGE
COSTIACRE*
COST
Tailings/Sediment Ponds:
0 Ac.
X
$ 500/Ac.
_ $ 0
Stockpiles:
8_3 Ac.
X
$ 1,800/Ac.
_ $ 14,940
Wastepiles:
0 Ac.
X
$ 2,000/Ac.
_ $ 0
Processing Area/Haul Roads:
225 Ac.
X
$ 1,8001Ac.
_ $ 4,500
Mine Excavation:
42.5 Ac.
X
$ 5001Ac.
— $ 21,250
Other:
0 Ac.
X
$ O/Ac.
_ $ 0
TOTAL AFFECTED AC.:
53.3
- Ac:�
(TOTAL PERMITTED.AC.:
57.5
Ac.)
Temporary & Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL AFFECTED AC. above into the following two categories: a) affected acres that drain into
proposed/existing excavation and/or b) affected acres that will be graded for positive drainage where measures will
be needed to prevent offsite sedimentation and sedimentation to onsite watercourses and wetlands.
-12-

v
APPLICATION FOR A MINING PERMIT
a) Internal Drainage 45.0 Ac.
v
.
b) Positive Drainage 8.3 Ac.
X $1,500.00 = $
12 450.00
®
SUBTOTAL COST: S
12,450.00
®
Inflation Factor:
0.02 X SUBTOTAL COST: $ 2,490.00 X
Permit Life (1 to 10 years):
7,470.00
INFLATION
COST: $
7,470.00
TOTAL COST = SUBTOTAL COST +
INFLATION COST = S
19,920.00
® Total Reclamation Bond Cost: S_1„9 900.00
(round down to the nearest $100.00)
® -13-

0 '
APPLICATION FOR A MINING PERMIT
F. NOTIFICATION OF ADJOINING LANDOWNERS
The "Notice" form, or a facsimile thereof, attached to this application must be sent certified or registered mail,
return receipt requested, to:
(1) the chief administrative officer of each county and municipality in which any part of the permitted
area is located as indicated on the mine map(s);
(2) all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor
® of the mine tract, all owners of record of tracts adjoining these tracts must be notified (that are
within 1,000 feet of the mining permit boundary) as indicated on the mine map(s); and
(3) all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway, creek, stream, river,
or other watercourse, railroad track, or utility or other public right-of-way. If an adjoining tract is
® owned or leased by the applicant or is owned by the lessor of the mine tract, all owners of record of
tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit
boundary) as indicated on the mine map(s). "Highway" means a road that has four lanes of travel
or less and is not designated as an Interstate Highway.
The only exception to the above method of giving notice is if another means of notice is approved in advance by
the Director, Division of Land Resources.
A copy of a tax map (or other alternative acceptable to the Department) must be mailed with the completed
"Notice" form (the proposed overall permit boundaries and the names and locations of all owners of
record of lands adjoining said boundaries must be clearly denoted on the tax map).
® The "Affidavit of Notification" attached to this application must be completed, notarized and submitted to the
Department, with the remainder of the completed application form, before the application will be considered
complete..
® NOTES
THIS SECTION MUST BE COMPLETED FOR ALL APPLICATIONS FOR NEW MINING PERMITS
AND ALL MODIFICATIONS OF A MINING PERMIT TO ADD LAND TO THE PERMITTED AREA, AS
® REQUIRED BY NCGS 74-50(bl).
® SEE THE NEXT TWO PAGES FOR THE "NOTICE" FORM AND THE "AFFIDAVIT OF
NOTIFICATION"
® "Mr. W. Michael Brinchek of CDM spoke with Ms. Ashley Rogers of NCDENR Division of Land Resources on
May 10, 2010. Based on this telephone conversation it is understood that if no new adjoining property owners exist
since the time of the original application, no additional Notices need to be provided except notification to Chief
Administration Officer of Dare County. No new property adjoining property owners have been added since the
original approved mining permit. In addition, Dare CduniTi'Rthe owner of the property, and the appropriate Dare
+� County officials have been notified of this permit modification.
-14-

APPLICATION FOR A MINING PERMIT
G. 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 administration of the Mining Act of 1971 pursuant to G.S. 74-56.
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 G.S.
74-59.
LANDOWNER: APPLICANT:
Signature: Not Applicable Signature:
Print Name: same as applicant Print Name: _ Edward L. Mann, Sr.
(Title, if applicable)
Company same as applicant Title: Dare County Public Works Director
(If applicable)
Address: same as ai3plicant Company: Dare County,
Mine Name: Dare County Construction/Demolition Waste
Landfill On -Site Borrow Pit
Telephone: [phone] Telephone: [phone]
Date Signed: Date Signed:
*Signature must be the same as the individual who signed Page 1 of this application.
d
of all
and reclamation maps, and the appropriate processing fee (see next page for fee schedule) in the forma check
or money order payable to the North Carolina Departr�,,eof Environment and Natural Resources must be
sent to the Land Quality Section Central Office at the address listed on the front cover of this application
form.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staff at
[phone].
-20-

ov
x1p

Section 5
Vegetative Plan
5.1 Temporary Seeding
Ground cover shall be established on exposed slopes within 21 calendar days
following completion of any phase of grading. Temporary seeding shall be
performed in accordance with the requirements of the North Carolina Erosion and
Sediment Control Planning and Design Manual and as shown on the drawings.
5.2 Permanent Seeding
Areas to be stabilized with permanent vegetation must be seeded or planted within 15
working days or 90 calendar days after final grade is reached, unless temporary
stabilization is applied. Permanent seeding shall be performed in accordance with the
requirements of the North Carolina Erosion and Sediment Control Planning and
Design Manual and as shown on the drawings.
Apply temporary erosion control matting over mulched areas on sloped surfaces
greater than 4:1.
-- .==Z=�
Sect 5 - Veg.doc
5-1

Practice Standards and Specifications
TS _
Definition Planting rapid -growing annual grasses, small grains, or legumes to provide
initial, temporary cover for erosion control on disturbed areas.
Purpose To temporarily stabilize denuded areas that will not be brought to final grade
for a period of more than-21 calendar days.
Temporary seeding controls runoff and erosion until permanent vegetation or
other erosion control measures can be established. In addition, it provides
residue for soil protection and seedbed preparation, and reduces problems of
mud and dust production from bare soil surfaces during construction.
Conditions Where On any cleared, unvegetated, or sparsely vegetated soil surface where
Practice Applies
vegetative cover is needed for less than I year. Applications of this practice
include diversions, dams, temporary sediment basins, temporary road banks,
and topsoil stockpiles.
Planning Annual plants, which sprout and grow rapidly and survive for only one season,
Considerations are suitable for establishing initial or temporary vegetative cover. Temporary
seeding preserves the integrity of earthen sediment control structures such
as dikes, diversions, and the banks of dams and sediment basins. It can also
reduce the amount of maintenance associated with these devices. For example,
the frequency of sediment basin cleanouts will be reduced if watershed areas,
outside the active construction zone, are stabilized.
Proper seedbed preparation, selection of appropriate species, and use o€quality
'seed are as important in this Practice as in Practice 6.11, Permanent Seeding.
Failure to follow established guidelines and recommendations carefully may
result in an inadequate or short-lived stand of vegetation that will not control
erosion.
Temporary seeding provides protection for no more than I year, during which
time permanent stabilization should be initiated.
Specifications Complete grading before preparing seedbeds, and install all necessary erosion
control practices such as, dikes, waterways, and basins. Minimize steep slopes
because they make seedbed preparation difficult and increase the erosion
hazard. If soils become compacted during grading, loosen them to a depth of
6-8 inches using a ripper, harrow, or chisel plow.
SEEDBED PREPARATION
Good seedbed -prepam— ion is essential to successful plant establishment. A
good seedbed is well -pulverized, loose, and uniform. Where hydroseeding
methods are used, the surface may be left with a more irregular surface of
large clods and stones.
Liming —Apply I ime accordingto soil test recommendations. IfthepH (acidity)
of the soil is not known, an application of ground agricultural limestone at the
Rev. 6106 6.10. l

Q
0
0
A
0
0
0
0
0
O
0
0
0
0
0
6.10.2
0
rate of i to 1 1/2 tons/acre on coarse -textured soils and 2-3 tons/acre on fine -
textured soils is usually sufficient. Apply limestone uniformly and incorporate
into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not be
limed.
Fertilizer —Base application rates on soil tests. When these are not possible,
apply a 10-I0-10 grade fertilizer at700-1,000lb/acre. Both fertilizerand lime
should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is
used, do not mix seed and fertilizer more than 30 minutes before application.
Surface roughening —If recent tillage operations have resulted in a loose
surface, additional roughening may not be required, except. to break up large
clods. If rainfall causes the surface to become sealed or crusted, loosen it
just prior to seeding by disking, raking, harrowing, or other suitable methods.
Groove or furrow slopes steeper than 3: t on the contour .before seeding
(Practice 6.03, Surface Roughening).
PLAINT SELECTION
Select an appropriate species or species mixture from Table 6. l0a for seeding
in late winter and early spring, Table 6.1Ob for summer, and Table 6.1 Oc for
fall.
In the Mountains, December and January seedings have poor chances of
success. When it is necessary to plant at these times, use recommendations
for fall and a securely tacked mulch.
SEEDING
Evenly apply seed using a cyclone seeder (broadcast), drill, cultipacker seeder,
or hydroseeder. Use seeding rates given in Tables 6.10a-6.10c. Broadcast
seeding and hydroseeding are appropriate for steep slopes where equipment
cannot be driven. Hand broadcasting is not recommended because of the
difficulty in achieving a uniform distribution.
Small grains should be planted no more than I inch deep, and grasses and
legumes no more than 1/2 inch. Broadcast seed must be covered by raking
or chain dragging, and then lightly firmed with a roller or cultipacker.
Hydroseeded mixtures should include a wood fiber (cellulose) mulch.
MULCHING
The use of an appropriate mulch will help ensure establishment under normal
conditions, and is essential to seeding success under harsh site conditions
(Practice 6.14, Mulching). Harsh site conditions include:
- seeding in fall -for winter cover (wood fiber mulches are not considered
adequate foe this use),
• slopes steeper than 3:1,
• excessively hot or dry weather,
• adverse soils (shallow, rocky, or high in clay or sand), and
• areas receiving concentrated flow.
If the area to be mulched is subject to concentrated waterftow, as in channels,
anchor mulch with netting (Practice 6.14, Mulching).

Practice Standards and Specifications
Maintenance Reseed and mulch areas where seedling emergence is poor, or where erosion
occurs, as soon as possible. Do not mow. Protect from traffic as much as
possible.
References ' Site Preparation
6.03, Surface Roughening
6.04, Topsoiling
Surface Stabili_allon
6.11, Permanent Seeding
6.14, Mulching
Appendix
8.02, Vegetation Tables
6.10.3

0
Table 6.10a
Temporary Seeding
Recommendations for Late
Winter and Early Spring
6.10.4
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains —Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont —Jan. 1 - May 1
Coastal Plain —Dec. 1 -Apr, 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground
agricultural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000lblacre straw. Anchor straw by tacking with asphalt, netting,
or a.mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.

Table 6.10b
Temporary Seeding
Recommendations for
Summer
Practice Standards and Specifications
Seeding mixture
Species Rate (lblacre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains —May 15 -Aug. 15
Piedmont —May 1 -Aug. 15
Coastal Plain —Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of sail tests or apply 2,000 lblacre ground
agricultural limestone and 750 lblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
6.10.5

0
Table 6.10c
Temporary Seeding
Recommendations for Fall
6.10.6
Seeding mixture
Species Rate (Iblacre)
Rye (grain) 120
Seeding dates
Mountains —Aug. 15 - Dec. 15
Coastal Plain and Piedmont —Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 Iblacre ground agricultural limestone
and 1,000 Iblacre 10-10-10 fertilizer.
Mulch
Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool,
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
Iblacre -of nitrogen in March. If it is necessary to extent temporary
cover beyond June 15, overseed with 50 Iblacre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early March.

Practice Standards and Specifications
PS
Definition
Controlling runoff and erosion on disturbed areas by establishing perennial
vegetative cover with seed.
®
Purpose
To reduce erosion and decrease sediment yield from disturbed areas, to
®
permanently stabilize such areas in a manner that is economical, adapts to site
conditions, and allows selection of the most appropriate plant materials.
O
®
Conditions Where
Fine -graded areas on which permanent, long-lived vegetative cover is the
OPractice
Applies
most practical or most effective method of stabilizing the soil. Permanent
seeding may also be used on.rough-graded areas that will not be brought to
®
final grade for a year or more.
®
Areas to be stabilized with permanent vegetation must be seeded or planted
within 15 working days or 90 calendar days after final grade is reached, unless
temporary stabilization is applied.
Introduction Duringtheinitialphaseofallland disturbing projects, theprotectivelayer,cither
natural or man-made, is removed from the earth's surface. As the protective
layer is removed, the resulting bare areas are exposed to the natural forces
of rainfall, freezing, thawing, and wind. The result is soil erosion that leads
to sediment pollution of North Carolina streams, rivers, lakes, and estuaries.
This design manual presents many alternative strategies for preventing erosion
and reducing sediment loss during the construction process. Establishment
of protective vegetative cover during the construction project, however, is
the crucial step in achieving soil stabilization, controlling soil erosion, and
preventing sedimentation of waterways. Without asutfiicient amount of root mat
and leaf cover to protect and hold the soil in place, large volumes of soil will be
lost and waterways wil l be degraded long after projects are considered complete.
Sections of this practice standard address many of these various situations
and set forth selection criteria for the appropriate cover based on purpose and
adaptability. Some sediment and erosion control practices recommended in
earlier editions of the manual may no longer be applicable, For example, many
popular and commonly used seed and plant varieties have been identified as
invasive. Invasive plants are defined as species that aggressively compete
with, and displace, locally adapted native plant communities. In select cases
where no practical alternative is available, these plants may be considered on
a limited basis for soil stabilization, understanding that the goal is to eliminate
the use of all invasive plants in favor of non-invasive native and/or introduced
species that will pLq) dean equally acceptable vegetative cover. Where there is
no alternative to the use of invasive species, measures need to be incorporated
in the installation and maintenance of these plants to limit their impacts.
Rev. 5/08 6.11.1

0
It is imperative that disturbed soils be totally protected from erosion and sediment
loss during construction and before a project is considered complete and
acceptable. Installing appropriate vegetation in an immediate and timely fashion
is the optimal means of achieving this stabilization. Vegetative specifications
for most exposed soil conditions across North Carolina are provided in this
section of the manual. It should be noted however, that no two sites in the State
are exactly alike; therefore the protective vegetative'cover for individual sites
should be carefully, selected. Each requires its own investigation, analysis,
design and vegetative prescription as set forth in this section of the manual.
This practice standard describes three stages of vegetative cover; immediate,
primary and long term. Effective and acceptable stabilization can be provided
only when the optimum combination of immediate, primary, and long term
vegetative practices are applied.
The vegetative measures presented in this chapter include application of seed,
sod and sprigs. Use of field and container grown plants are not addressed
in this manual. Planting of these types of vegetation is typically at spacing
and intervals that will not provide the required protective cover. However,
the design professional is encouraged to utilize these larger plants 'to
compliment the required protective cover, particularly where these types of
plants will provide seed for continued long term cover and wildlife habitat.
PLANNING CONSIDERATIONS
SOILS
Test and analyze the type(s) and quality of the existing soils on a site, their pH
ranges, and their nutrient levels. Taking soil samples from the different areas
of the project site and having them tested at a state or independent lab will
provide a baseline for determining the pH modifiers and additional nutrients
required for the selected plant varieties.
Disturbed conditions on a site may produce a variety of soil communities.
Nutrient and pH levels in deeply cut soils will be quite different from those
soils found on the original surface. When sites are highly disturbed through
mechanical means such as grading, the soils become mixed together in many
different ratios. These areas should be identified and tested.
Results from soil tests will usually include recommended application rates of
soil modifiers such as lime and fertilizer for the selected plant species in the
particular soils. Application rates will be itemized in the report.
The texture of the soil on a site, which is the proportion of sand, silt, and clay
in the soil, is an important physical indicator of the site's ability to support
vegetation. In heavy clay soils amendments may be necessary to provide an
adequately drained planting medium. Conversely, in extremely sandy soils,
amendments may be required to provide for moisture and nutrient retention.
6.11.2 Rev. 5/08

Practice Standards and Specifications
Soil tests will indicate the texture of the given soil but will not
provide recommendations for amendments that' will improve the soil
texture. Generally, the addition of organic materials will improve the
porosity of heavy clay soils and improve the water holding capacity of
extremely sandy soils. On sites where these different soil conditions
exist, it is recommended that a design professional with experience in
soil modification be employed to recommend the proper amendments.
For more information visit the NCDA Agronomic Services Soil Testing web
page http://www.agr,state.nc.us/agronornic/sthome.htm
SOIL PREPARATION
Proper soil preparation is necessary for successful seed germination and root
establishment. It is also necessary for establishment of rooted sprigs, sod and
woody plants. Heavily compacted soils prevent air, nutrients and moisture
from reaching roots thereby retarding or preventing plant growth. The success
of site stabilization and reduction of future maintenance are dependent on an
adequately prepared soil bed. Following are the requirements for preparation
of areas to be vegetated by grassing, sprigging, sodding, and/or planting of
woody plants:
General Requirements:
• Preparation for primary/permanent stabilization shall not begin until all
construction and utility work within the preparation area is complete.
However, it may be necessary to prepare for nurse crops prior to
completion of construction and installation of utilities.
• A North Carolina Department of Agriculture Soils. Test (or equal) shall
be obtained for all areas to be seeded, sprigged, sodded or planted.
Recommended fertilizer and pH adjusting products shall be incorporated
into the prepared areas and backfill material per the test.
• All areas to be seeded or planted shall be ti l led or ripped to a depth specified
on the approved plans, construction sequence and/or construction bid
list. Ripping consists of creating fissures in a criss-cross pattern over
the entire surface area, utilizing an implement that will not glaze the side
walls of the fissures. Site preparation that does not comply with these
documents shall not.be acceptable. The depth of soil preparation may
be established as a range based on the approval of the reviewing state or
local agency. Once tilled or ripped according to the approved plan, all
areas are to be returned to the approved final grade, pH modifiers and/or
other soil amendments'specified in the soil tests can be added during the
soil preparation procedure or as described below.
• All stones larger than three (3) inches on any side, sticks, roots, and other
extraneous materials that surface during the bed preparation shall be
removed. --
Rev. 5108 6.11.3

0
Areas to be Seeded:
• Till or disc the prepared areas to be seeded to a minimum depth of four
(4) inches. Remove stones larger than three (3) inches on any side, sticks,
roots and other extraneous materials that surface. If not incorporated
during the soil preparation process, add pH modifier and fertilizers at the
rate specified in the soil test report.
• Re -compact the area utilizing a cultipacker roller. The finished grade shall
be a smooth even soil surface with a loose, uniformly fine texture. All
ridges and depressions shall be removed and filled to provide the approved
surface drainage. Seeding of graded areas is to be done immediately after
finished grades are obtained and seedbed preparation is completed,
Areas to be Sprigged, Sodded, and/or Planted:
• At the time of planting till or disc the prepared areas to a depth of four (4)
to six (6) inches below the approved finished grade. Remove all stones
larger than three (3) inches on any side, sticks, roots and other extraneous
materials that surface. If not incorporated in the ripping process, add pH
modifier, fertilizer, and other recommended soil amendments.
• Re -compact the area utilizing a cultipacker roller and prepare final grades
as described above. Install sprigs, sod and plants as directed immediately
after fine grading is complete. Mulch, mat and/or tack as specified.
VEGETATION
Availability of seed and plant materials is an important consideration of
any construction stabilization effort. Throughout North Carolina, climate,
economics, construction schedule delays and accelerations, and other factors
present difficult challenges in specifying the different vegetation needed for
site stabilization. To help resolve this issue, vegetative stabilization requires
consideration in three categories:
■ Immediate Stabilization —nurse crop varieties (Note: temporary mulching
may be utilized for immediate stabilization if outlined on the approved
plans and construction sequence.)
■ Primary Stabilization — plant varieties providing cover up to 3 years with
a specified maintenance program
■ Long Term Stabilization — plant varieties providing protective cover with
maintenance levels selected by the owner
An adequate job in one of these areas does not guarantee success in the later
phases. Horticultural maintenance must be included in the plans.
Immediate vegetative cover will always require additional fertilization, soil
amendments, -soil aes:sg&verseeding and/or other horticultural maintenance
until primary vegetative cover is established.
6.11.4 Rev. 5/08

Practice Standards and Specifications
Where provisions are made for regular maintenance, primary vegetative
cover may be the end result. An example of primary vegetative cover being
acceptable as an end use would be lawns in residential and commercial
developments that are established, monitored and complimented with regular
and approved horticultural maintenance practices. (See Example 6.1 La.)
In projects where continual maintenance will not be provided or scheduled
following the primary stabilization of a project, long-term stabilization will
be necessary. Maintenance of initial and long-term stabilization can cease
only after the long-term cover has established and hardened to local climatic
conditions. Maintenance of long-term vegetation must be included in the
project construction sequence and on the approved plans. Examples of
areas suitable for long term vegetation include roadsides, reforestation areas,
restored flood plains, restored riparian areas, phased closing of landfills, and
mining reclamations.
Complete stabilization requires using at least two, and most times, all three
vegetative phases. The design professional must clearly communicate this point
in their specifications, construction sequence, and in direct communications
to owners and installers. The charts in tables 6.1La through 6.1l,d provide
information to assist the design professional in this task. The tables are not
inclusive and are presented only as alternatives. The professional is expected
and required to provide design and specifications that combine the information
in the manual with knowledge of the particular sites and their constraints.
pH AND NUTRIENT AMENDMENTS
Determining the nutrients that enable seed and container plants to grow,
flourish, and become established after planting are critical elements of the
design and stabilization process. The soils tests previously described will
provide a 'recipe for amendments based on particular plants and particular
soils. The test results will recommend the amounts of base elements (nitrogen,
phosphorous, potassium), pH modifiers and other trace elements that should to
be added to the soil for selected species of seeds and plants.
The acidibase characteristic of the soil is a primary component of soil fertility.
If the soil acidity is not in the proper range, other nutrients will be ineffective,
resulting in less productive plant growth. Most plants grow best in a pH range
of 6.5 — 7.6 (slightly acidic to neutral). The soil tests will recommend the
specific amendments and application rates required to achieve this range.
These amendments must be incorporated into the soil (not applied on the
surface) to be effective. (See the General Requirements for soil preparation
specifications and timing for incorporation of soil amendments.)
The base elements are easily found in bulk quantities. Lime can also be
obtained in large quantities. They all must be thoroughly incorporated into
the soil through appropriate mechanical means. Ground surface applications
without proper soil mixing will result in poor results.
In addition to the base fertilizers, other trace elements are needed to produce
healthy and vigorous growth. These include but may not be limited to sulfur,
manganese, zinc, boron, chlorine and molybdenum. If not already included
with bulk mixes of the base elements, they can be obtained from commercial
suppliers.
Rev. 5108 6.11.5

Provisions for soils test during and/or after initial grading is complete shall
be included on the approved plan, in the approved construction sequence, and
on the bid item list utilized for the project. If yoea did not obtain a soil lest:
Follow these recommendations for all grasses except centipedegrass.
1. Apply 75 pounds of ground limestone per 1,000 sq. ft.
2. Apply a starter type fertilizer (one that is high in phosphorus) based on the
type of grass and planting method. Fertilizer bags have a three -number system
indicating the primary nutrients, such as 8-8-8 or 5-10-10. These numbers
denote the N-P-K ratio —the percentage of each nutrient in a fertilizer. The
®
percentages are always noted in the following order:
N Nitrogen for green color and growth.
P2O5 Phosphorus for good establishment and rooting.
K2O Potassium to enhance pest and environmental stress tolerance.
®
Some common examples of starter type fertilizers required for a 1,000 sq.
ft. area include 40 pounds of 5-10-10, 20 pounds of 10-20-20, or 16 pounds
of 18-24-6. For sandy soils, typical to coastal plain and sandhills of North
Carolina, fertilizer rates should be increased by 20 percent.
©
Where available, it is recommended that the design professional specify
organic compounds that meet the fertilization requirements, pH and other
®
element requirements. Initial studies have indicated that these compounds
have a more positive effect on the environment than some of the synthetic
compounds used to manufacture inorganic fertilizers. These materials are
readily available in the commercial trade as well as found in recycled yard
waste debris, sewerage sludge, lime -stabilized sludge and animal manures.
®
Materials proposed for use must be industry certified and/or privately tested
and certified to be acceptable for proposed areas of use and application prior
to approval.
®
MULCHES AND TACKING AGENTS
Mulches and tacking agents may be required or necessary to protect a seedbed's
disturbed surface until the seed can germinate and provide the required
protection from erosion. Selection of the materials used in this application
should be based on their ability to hold moisture in the soil, as well as protect
®
exposed soil from rainfall, storm water runoff, and wind. The availability of
®
the selected material and the means to apply it are critical factors to consider
when planning for the stabilization of any disturbed area. The mulch must
cover a minimum of eighty (80) percent of the soil surface and must be secured
®
by a tacking agent, crimping, or protective biodegradable netting. Netting that
incorporates plastic mesh and/or plastic twine should not be used in wetlands,
riparian buffers or floodplains due to the potential of small animal mortality.
See Section 6.14 for detailed specifications and product applications.
SOIL BLANKETS
®
Soil blankets can be an acceptable and effective method of temporary sediment
and erosion controC-'inn7 u of nurse crops. See Section 6.17 of the manual for
descriptions of this product and how it can be used in conjunction with this
section. In absence of mulches and tracking agents other means of protection
may be necessary and required.
® 6.11.6
Rev.5/08

Practice Standards and Specifications
PROTECTIVE MATTING
Protective matting consists of an impervious cover secured to the soil surface
in lieu of vegetative cover. It is used to protect and stabilize the surface where
the process of seeding or planting forms of vegetation may cause more erosion
and off -site sedimentation than application of the mat. It is also used where a
disturbed area is intended to lay fallow for a period of time before additional
construction or land disturbance takes place. If a pervious matting is selected,
a combination of vegetation and matting is required. Seeds can be applied
prior to installation of the matting only after proper seedbed preparation
has been provided. Also, live stakes, dormant sprigs, and other vegetation
forms can be inserted in the pervious matting once it has been installed. Pre -
seeded pervious matting may be used for quicker root establishment and
stabilization only if certified dating and germination guarantees are provided.
The reviewing agency must approve all pre -seeded matting on site prior to
installation. Matting that incorporates plastic mesh and/or plastic twine should
not be used in wetlands, riparian buffers or floodplains due to the potential
of small animal mortality: See Section 6.17 for detailed specifications and
recommended product applications.
STABILIZATION IN WETLANDS, RIPARIAN BUFFERS, AND
FLOODPLAINS
Land disturbing activity involving streams, wetlands or other waterbodies
may also require permitting by the U.S. Army Corps of Engineers or the N.C.
Division of Water Quality. Approval of an erosion and sedimentation control
plan is conditioned upon the applicant's compliance with federal and State
water quality laws, regulations, and rules. Additionally, a draft plan should be
disapproved if implementation of the plan would result in a violation of rules
adopted by the Environmental Management Commission to protect riparian
buffers along surface waters. Care should be taken in selecting vegetative
stabilization of wetlands and riparian buffers to comply with permitting
requirements of other agencies, as well as provide adequate ground cover,
Planning Considerations for Land Disturbing Activities Within Wetland,
Riparian, and Floodplain Areas
Wetlands, riparian areas, floodplains, and/or terrestrial areas between streams
and uplands, serve to buffer surface water and provide habitat for aquatic and
terrestrial flora and fauna. When cleared and disturbed, these sensitive areas
are difficult to protect. Because of their proximity to water courses, relatively
high ground water tables, and flooding potential, detailed analysis and design
is necessary to determine the appropriate erosion control measures during
construction. Determining the appropriate and most expeditious means of
permanent vegetative stabilization in these areas requires equally detailed
analysis and design. The following considerations for erosion control and
stabilization should be taken into account during the design phase of the land
disturbing project,whgje sensitive areas are involved:
• Obtain soil tests to determine the soil type, pH, texture and available
nutrients.
• Based on the soil tests provide a schedule of nutrients and other soil
amendments that will be required.
Rev. 5108 6.11.7

6❑
• Select a seeding mix of non:invasive species that will provide immediate
stabilization (a short-term environment that will support and compliment
permanent vegetative stabilization) and include a selective native
species mix that will eventually provide a permanent cover (a long-term
environment that, with minimal maintenance, will provide adequate root
and leaf cover).
• Invasive species are to be avoided. If native species and introduced non-
invasive seed sources are not available, protective matting that will hold
and foster the development of native cover from adjacent seed sources
should be used. Continuous maintenance must be employed until the
selected species have matured and areno longer susceptible to competition
from invasive plants. If no alternative to the use of invasive seeds and
plants is available, invasives approved on the plans may be utilized only
with strict containment measures outlined in detail on the plans, in the
construction sequence and in the maintenance specifications.
• A quickly germinating nurse crop of non-invasive, non-competitive annual
grass species can be used along with native seeding and/or matting. These
temporary systems should be planted at minimal density so that they do
not inhibit the growth and establishment of the permanent, native species.
(See the plant chart in Table 6.11.a for recommended native and nurse
crop species.)
• Seedbed preparation is key to successful establishment of seeds. Particular
care should be taken, however, when working in wetlands, riparian areas,
or floodplains due to their sensitive nature. Careful consideration should
be given to.the types and placement of large equipment working in these
areas. This process must be outlined in detail on the plan's construction
sequence.
• Installation techniques vary and should be planned for accordingly.
• A maintenance plan must be established for optimal plant establishment,
submitted with the plans and included in the bid list for the project.
Like all construction sites, wetlands, riparian areas, and floodplains will vary
widely in physical makeup across North Carolina. Different conditions will
dictate specific treatment, design and plant selection within the Mountains,
Piedmont, and Coastal Plain regions. Soil tests, seedbed preparation,
mulching, matting, and maintenance will be critical for successful vegetative
establishment and long-term protection of these environmentally sensitive
areas. Unavoidable impacts to these areas during land disturbing activities
need to be addressed in detail on the plan sheets and construction sequence.
6.11.8 Rev. 5108

Practice Standards and Specifications
Native Seed and Plant Selection.for Stabilization of Wetlands, Riparian
Amos, and Floodplains
4�` � g
t•tpon the completion of the land disturbing activity, vegetative cover must
be established on all areas not stabilized by other means. If work in these
�� ej�' 11 areas stops for more than 15 working days, temporary vegetative cover and/
5 { { d y 1? or matting must be applie to�turbed areas. The goal is to protect these
�4e e Q areas from erosion and to prevent sedimentation of adjacent streams, wetlands,
(�' 1 X,1 5 5 t lakes, and other water bodies.
r• [} Planning considerations for wetlands, riparian areas and floodplains will
require additional research, detail and specifications. Native grasses arc
usually required as a condition of a 401 Water Quality Certification or a trout
o buffer variance.
Native vegetative species are plant species that naturally occur in the region in
�C y • which they evolved. These plants are adapted to local soil types and climatic
�1p variations. Because most native species do not germinate and establish as
readily as some introduced species, it is necessary to provide anon -native
nurse crop or matting to stabilize the soil until the native crop can become
established as the dominant cover. Once established, the native plants will
produce an extensive root structure that, if properly maintained, will stabilize
soils and reduce erosive forces of rainfall and overland stormwater flow. Many
of these plants also possess characteristics that, when established, allow them
not only to survive, but also to thrive under local conditions.
Rev. 5105
Seeding a mixture of perennial native grasses, rushes, and sedges is a way
to establish permanent ground cover within wetlands, riparian areas and
floodplains. The use of propagated plants is another method of reestablishing
natives in these environments. Selecting a seed mixture and/or propagated
plants of different species with complimentary characteristics will provide
vegetation to fill select niches on sites with varying 'physical conditions.
The design professional should note that because most native species do not
germinate and establish as readily as some introduced species, it is necessary
to provide a non-native nurse crop or matting to stabilize the soil until the
native crop can become established as the dominant cover. For additional
information about acceptable nurse crop varieties, consult the planting list in
Appendix 8.02, local seed and plant suppliers, the North Carolina Cooperdtive
Extension Service or a qualified design professional to assure the proper
selection and plant mix.
(. t l.9

0
Permanent native seed species within the seed mixture should be' selected
based on natural occurrence of each species in the project site area. Climate,
soils, topography, and aspect are major factors affecting the suitability of plants
fora particular site and these factors vary widely across North Carolina, with
the most significant contrasts occurring among the three major physiographic
regions of the state — Mountains, Piedmont, and Coastal Plain. Sub -regions
of the state should also be considered. For example, the Triassic Basin in the
Piedmont region may have characteristics that call for special soil treatment,
limited -plant selection, and special maintenance. Even. within the riparian
area, there may be need for different species depending on site conditions
(i.e., dry sandy alluvial ftoodplains with wet pockets). Therefore, thoughtful
planning is required when selecting species for individual sites in order to
maximize successful vegetation establishment.
Native seed and plant species are included on the plant list in Appendix 8.02
of this manual.
The design professional should note that regardless of the benefits and
advantages of native seeds and plants, there are potential issues if proper
planning, installation and maintenance do not occur. These may include:
• Potential for erosion or washout during the establishment stage;
• Seasonal limitation on suitable seeding dates and availability of seed and
,plants;
• Adaptability of species at specific sites;
• Availability of water and appropriate temperatures during germination
and early growth; and
• Lack of maintenance to control invasive plants and undesirable
competition.
PLANTING
• Seed —Prepare the seed bed as described above in soil preparation. Apply
seed at rates specified on the plans, and/or as recommended in Tables
6.1la-c of this manual, with a cyclone seeder, prop type spreader, drill,
or hydroseeder on and/or into the prepared bed. Incorporate the seed
into the seed bed as specified. Provide finished grades as specified on
the approved plan and carefully culti-pack the seedbed as terrain allows.
If terrain does not allow for the use of a cultipacker, the approved plans
and construction sequence must provide an alternative method of lightly
compacting the soil. Mulch immediately.
• Sprigs and Sod — Install onto the prepared seed bed per the most current
guidance in Carolina Lawns, NCSU Extension Bulletin AG-69, or Practice
6.12 Sodding:..
6.11.10 Rev. 5108

Practice Standards and Specifications
Woody plants (liners, container, B&B) — These materials are typically
used to complement an herbaceous protective cover. They eventually
are major components of long-term, permanent stabilization and should
be chosen and planned in conjunction with immediate and long-term
maintenance. The plants should be selected and specified by the design
professional for each individual project. See Practice 6.13 Trees, Shrubs,
Fines, and Ground Covers.
MAINTENANCE
The absence of or an incomplete landscape management specification and/
or complete maintenance schedule shall constitute grounds for disapproval of
the plans. Proper maintenance is critical for the continued stabilization once
vegetative cover is established. Although maintenahce strategies for different
sites may be similar, no two construction sites in North Carolina have been
or will be able to be controlled or protected in identical ways. Variations in
climate, topography, soils, available moisture, size and many other conditions
will dictate the maintenance methodology to be used. A detailed schedule of
maintenance will be required on the plans. This schedule will illustrate how
the initial planting will be maintained to assure immediate, short term and
permanent protection. The schedule will address topics such as appropriate
irrigation of plants during the early establishment phase, drought conditions,
excessive rainfall, mulch replacement, supplemental seeding, supplemental
soils tests, application of nutrients and amendments, control of competitive
and invasive species, disease and insect control, and corrective maintenance,
measures to address failure of vegetation to become established. Contractual
responsibility for maintenance after initial establishment of vegetative cover
will be provided on the plans, in the construction sequence and on the bid list
for the project. Maintenance bonds and/or warranty guarantee maybe required
of the responsible party, especially for areas in or adjacent to environmentally
sensitive sites such as wetlands, riparian buffers, floodplains, and waters of
the State. See Example 6.11a for a sample maintenance specification and a
minimum maintenance check list that shall be provided on all plans.
RECOMMENDED BID LIST
(These items should be itemized on documents utilized to obtain pricing for
planting pertaining to vegetative stabilization of land disturbing projects in
North Carolina.)
• Soil test prior to grading (price per each test).
• Soil test during grading operations (price per each test).
• Soil test at completion of grading and/or prior to seeding, sprigging,
sodding and application of fertilizer, lime, and other soil amendments
(price per each test).
• Ripping/subsoiling to a depth of six (6) inches. (Provide an alternate for
ripping•to a_dasreater than six (6) inches.) (price per acre)
• Tilling/discing ripped area to a depth of four (4) inches and re -compacting
with a cultipacker roller (include in seeding price).
Rev. 5/08 6.11.11

0
• Seeding (price per square foot).
• Mulching (price per square foot).
• Repair seeding (price per square foot).
• Repair mulching (price per square foot).
• Matting (price per square yard).
• Watering (price per thousand gallons).
• Mowing (price per square foot).
SEEDING RECOMMENDATIONS
The following _tables list herbaceous plants recommended for use as nurse
crops for immediate stabilization and primary crops for initial and long-term
stabilization. Nurse crops are expected to develop in two to five weeks and,
with adequate maintenance, be an effective method of soil stabilization for
a period of six months to one year. Nurse crops are not effective as primary
long-term cover, however if properly maintained they can be an adequate
cover and protection for the development of primary crops.
The goal for a primary crop is for it to develop over a three-week to one-year
period and be effective up to three years with a well-defined maintenance
program. The long-term goal for a primary crop is the initial step toward
a sustainable protective cover without the need of maintenance. Where the
primary crop is intended for a managed lawn' and landscape aesthetics, the
effective period can be extended by a more intense maintenance program.
Where native species are utilized and become established during the planned
maintenance program, a permanent cover that will support future succession
species should exist and require little or no additional maintenance or
management.
In uses of both nurse and primary crops, the development periods listed on the
tables are optimal based on normal climatic conditions for the planting dates
listed. The sediment and erosion control maintenance program must recognize
that optimum temperatures and rainfall are the exception rather than the rule.
The design professional needs to provide flexibility in the stabilization plan
to address the potential ranges of temperature -and moisture conditions we
experience in North Carolina.
6.11.12 Rev. 5108

Practice Standards and Specifications
Information is provided for seeding rates, optimum planting dates in the state's
three regions, sun and shade tolerance, invasive characteristics, compatibility
in wetlands and riparian buffers, and installation maintenance considerations.
By going through the lists the design professional can select the nurse and
primary seed varieties and maintenance characteristics they feel are best suited
for their site conditions, vegetation management expertise and maintenance
capabilities.
To use the information in the seeding charts the plan preparer must:
• Determine what nurse crop best fits their site, soil conditions, and
permanent seed mix.
• Obtain soil tests for all areas to be seeded.
• Know the site's region: mountains, piedmont, or coastal plain.
• Know if the areas to be seeded are sunny, part shade, or full shade.
• Know if the areas are well or poorly drained.
• Know if wetlands or riparian buffers are included in the areas to be
seeded.
• Know if a chosen crop is invasive and if so, what potential impacts it will
have on the site and adjacent properties.
With this knowledge the plan preparation may proceed utilizing the charts
provided to provide the several seed mixes that will be applicable to the.
different areas requiring stabilization.
Rev.5108 6.11.13

AO©OO®�+®@O®®OVA®i�O�®OOi��OOOi1O®A®®®®�®OOO�AOA
HERBACEOUS PLANTS -Seeding recommendations for immediate stabilizationinurse crops Table 6.11.a
(2 to 5 weeks for development; effectiveness goal: 6 months to 1 year stabilization)
NURSE CROP SPECIES
Optimal Planting Dates
Common Name
Botanical Name
Native!
Introduced
S..d.V Patn
Ibsracre
FerLTrzaliaN
limestone
Ibsfacn
r lounalns
P�eerrroer
coastet
Plasm
SurdShade
tolerant
Wetlands
Riparian
Buffers
Invasive
Yes or He
Installation I Maintenance
Considerations
'
Other information, commentary
Rye Grain
Socala cereale
I
40lbs
sotl test
11l1 - 4130
81i5.4/1
8115 = 4l15
Sun
Yes
Yes
No
Must be mown to reduce
_2y
COM21itiveness with
ermanent or Ian term
vegetation
Wheat
Thficum aesiivum
I
301bs
By soil test
1111 .4130
a115 - W15
8115 - 4115
sun
Yes
Yes
No
Must be mmm to reduce
Nat water tolaranL Maybe used
competitiveness with
in wetlands that are not
permanent or long term
continuously saturated.
vegetation
German Millet
Setarra iraNta
1
10 Its
B soli lest
5111 - 9130
5115 - all
4115 - a115
Sun
Yes
Yes
No
Crop should be cut! disc
Nat water tolerant Maybe used
'prior
to Planting primaryor
in wetlands that are not
'long
tern vegetation 1
con0unusly saturated.
Browntop Khet
Uroddaa ramose
I
10lbs
B sail test
5111 - 913
5115 - 811
4115 - 8115
Sun
Yes
Yes
No
Crop should be cut! disc
Not water toleraaL May be used
planUng primaryor
In wottands that are not
Nto
term vegetation
condnuously saturated.
Sudan rasa(hybrids)
Sorghum kacchar2turn
I
15 [be
By sail test
NR
NR
4115 - 6115
Sun
No
No
Yes
ICne should be cut 1 disc
Use on1X where plants and seed
S. bicolorss .Drummondi
1PHor to Planting primInor
can be contained and controlled.
In term vegetation
Kobe Lespedeza
Kumme cola sma. v. k.W
t
10 Ibs
By soil lest
511 - 911
5l1 - 911
511 - 911
Sun
No
No
No
Consult qualified
Use in Coastal Plain
horticulturalist or extension
agent for over -seeding
'
with primary cover
Korean Les edeza
KummeroWa sti ufacea
1
10 Ibs
By soil test
511 -911
511 -911
514 - 911
Sun
No
No
No
lConsult qualified
Use in Piedmont and
horticutturahst or extension
Mountains. May became
agent for aver -seeding
invasive
with primary cover
NOTES:
1. Seeding rates are for hulled seed unless otherwise noted.
2- Fertilizer & Limestone - rates to be applied In absense of soils tests. Recommended application rate assumes significantly disturbed site soils with little or no residual value.
3. NR means Spedes not recommended far this region or application area.
4. tnvaslve designation as detcrndned by the N.C. Exotic Pest Pant Council and N.C. Native Plant Society .
5. Sprigging is not recommended for Immediate stabilization unless terrain is Nat heavy mulch is applied and no other Immediate stabilization method is practical.

4

ee®e�►©oo©�+®®o®®e®see®®®eoe®eeoe®e®ee®®®eoeoo
c HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
00 Successful development depends on planting date effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program) Table 6.11.b
P Pe P 9 ( 9 Y 9 9 P 9 f
Nf)N_NATIVF 3PFrIFS
a
CIt
at Planting Oates
Common Name
Botanical Name f
Cultivar
Native)
Introduced
&oeticest
RWAS
6slacre
FerulbratioN
Wnestone
Ibafac re
rdor trn
Pkid„wrii
Coastal
Plans
Sun/Shade
tolerant
Wetlands
Riparian
Buffers
Invasive
Yes or No
Installation l Maintenance
Conslderallons
Other Information. commentary
Soricoa Lespedoza
Lespedeza cuneara
Dumont'
1
1$ Ibs
By soil test
911 - 611
911 - 511
1011 - 411
Sun
NR
NR
Yes
Responds well to controlled
bums
Severe Threat
Invasive species
Crown Vetch
Securi are varia
1
15 tbs
By soil test
3115-4/30
NR
NR
Sun
NR
NR
Yes
Highly competitive,
Prefers neutral soils
G-oniva vans!
not recommended unless
-
-
an acceptable alternative
'
is not available.
lay
Centipede Grass
Eremocmaa ophiuroc
1
5 tbs
soil test
MR
Eastern
911 - 511
Sun
NR
NR
No
Significant maintenance
Does not tolerate high traffic.
10 tbs. for road shoulders
only
amy be required to obtain
Acceptable for sodding
desired cover '
I
KY 31 Tall Fescue
Sche ft onus phoeni
I
100 Ibs
B soil test
8115-5/1
911-115
9tM - 3115
sun f
MR
NR
Yes
If ubllzed, it is imperative,
Acceptable for sodding
Festudo arundinacea
mod. Shade
that maintenance Includes
a containment plan
KY Blue Grass
Poa pratensis
I
15 Ibs
By soil test
W15-511
NR
NR
Sun
NR
NR
Yes
If utilized, It Is imperative
Prefers neutral soils, hI hl
that maintenance includes
icompefitive. not recommended
a containment plan
unless an acceptable alternative
is not available.
Acceptable for sodding
Hard FescuB
Fostuca bravi Ra
1
16lbs
by soil test
W - 6A
NR
NR
Shade
NR
NR
No
Not recommended for
Low groviring, bunch gmss
Festuca ton ifotiagreater
than 5%
Bermuda Grass
Cynodon da n
I
251bs
By soil test
NR
4115-MO
4115-G130
Sun
MR
NR
Yes
It utilized, it is imperative
Extremely aggressive. not
that maintenance includes
recommended and should be
-
-
a containment plan
avoided unless an acts table
alternative Is not available.
'
May be sodded ors ri ed

tr
HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
5uccessfull development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program) Table 6.11.c
a
NATIVE SPFr:IFS
Optimal
Planting Dates
Common Name
Botanical Name I
Cultivar
Naive /
Introduced
bk
fJtd rw r
.tta
v,rbty
. dwra r a
Fertilization/
limestone
ibshcre
ivi ant fi
Plsdm
coosw SvdShade
at,n, tolermtl
Wetlands
Riparian
Buffers
Invasive
Yes or
No
Installation! Maintenance
Considerations
Omer iMonnallnn,
ewrmersa
Swtch2235
ParacumId arum/
N
A
By sag Iasi
12114115
NR
NR Sun
NR
Velldrairt
No
Responds well to
Cave -in -Rock
only
controlled bums. Mix with
3 to 5 other seed varieties
that have similar sod
-drainage
ado tations.
Switch rasa
Panicum w arum/
A
B soil test
12J14/15
12/1 - 4/1
1211-Wl Sun
NR
Nell drains
No
Responds well to
Blackwea
N
Only
controlled bums. Mtx with
3 to 5 other seed varieties
that have similar soil
drainage ado tations.
Switchgmss
Parvcvmvi arum/
N
A
By sea lest
1211-4115
1211-411
1211-411 Sun
NR
Vail drainet
No
Responds well to
Sheffer
only
controlled bums. Mix mdh
310 5 other seed varieties
that have similar soil
tlraina a adaptations.
1'
Switch rass
Panic'71vi alum/
N
A
Rywatesi
12n-4AS
12/1-4/1
12 -411 Sun
Yes
Yes
No
Responds well So
Carrhs a
contio➢adbums. Mixwdh -
3 to 5 other seed varieties
'
that have similar sod
drainage adaptations.
Switchgrass
Panrcum virgarum /
N
A
Bysolitest
1211-4/15
1211 - 411
1211411 Sun
No
Poorly
No
-Responds well to
Kanlow
drained
icontrolled bums. Mite with
3 to 5 other seed varieties
that have similar sail
drainage ado tations.
Sivtchgrass
Panicum of alum/
N
A
By sod test
NR
1211 - 511
1/1 - Bit scut
No
Poorly
No
Re"rids well to
Alamo
drained
controlled bums. I/jx with
3 to 5 other seed varieties
that have similar soil
'
drains a ado tatidns.
lndiangrass
Sarghastrum nurans/
N
B
By soil test
12/14115
1211 - 4/1
12/1411 sun
NR
Well
No
Responds well to
Western Coastal plain only
Rumsey
drained
contro0ed bums. Mix with
3 to 5 other seed vaoebas
that have similar sod
drainage ado tations.
Indiangrass
Sa hastrumnutans/
N
B
soiltest
IVI-4115
12/1.411
1211.411 Sun
NR
Well
No
Responds weR 10
Western coastal plain only
Osage
drained
controlled bums. Mix with
3 to 5 other seed varieties
tttat have similarsoil
tlraina a adaptations.
0

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HERBACEOUS PLAINTS -Seeding recommendations for primary stabilization
Successfull development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program) Table 6.11.c (conit)
0
00 NATIVF SPFCIFS
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°k HERBACEOUS PLANTS -Seeding recommendations for primary stabilization
Successfull development depends on planting date (effectiveness goal: 6 me. -3 yrs. without an ongoing maintenance program) Table 6.11.c (con't)
00
N]A71UF COFCIFS
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a1111 u
, ■oil nr
m■r a
WYruu
■ .I ■
a uuua.
.ul.
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u . av u
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a�
a ■ ,r,Ir■.
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■■■11!
m
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m
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in Ian I II
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Practice Standards and Specifications
Table 6.
Seed Mixes for Native Species (lbslac)
When Mixed with 3, 4, or 5 Other Native Species
(See Table 6.11.a for nurse crop species to be added to these mixes)
3 Other
total 4 species)
• 4 Other
total 5 species)__
. 5 Other
total 6 species)
Switch Grasses A
3.5 tbs.
3.0 lbs.
2.5 lbs.
Indian Grasses B
7.0 lbs.
6.0 lbs.
5.0 lbs.
Deerton ue C
6.0 lbs.
5.0 lbs.
4.0lbs.
Big Bluestem D
7.0 tbs.
6.0 lbs.
5.0 lbs.
Little Bluestem E
7.0 lbs.
6.0 lbs.
5.0 lbs.
Sweet Woodreed F
2.5 lbs.
2.0 lbs.
1.5 lbs.
Rice Cutgrass G
6.0 lbs.
5.0 lbs.
4.0 lbs.
Indian Woodoats H
2.5 Ibs.
2.0 lbs.
1.5 lbs.
Vir inia Wild Rye I
6.0 lbs.
5.0 lbs.
4.6 lbs.
Eastern Bottlebrush Grass J
2.5 lbs.
2.0 lbs.
1.5 ibs.
Soft Rush K
2.5 lbs.
2.0 lbs.
1.5 lbs.
Sed es L
2.5 lbs.
2.0 lbs.
1.5 lbs.
NOTE:
With the native varieties, the seed mix should be in-the�r4�nge of 15 pounds per acre.
Depending on availability of native seeds adaptable to North Carolina, the percentage
of a particular variety used may be reduced or increased accordingly. Although
diversity is desirable, it is imperative that the primary crop develop and become an
effective protective cover. In addition to the native species mix, additional nurse crop
species must be included to provide immediate stabilization and an adequate ground cover.
Rev. 5/08 6.11.19

0
Example 6.1 La GUIDELINES FOR WRITING MINIMUM LANDSCAPE MANAGEMENT SPECIFICATIONS
Following is an outline that demonstrates what should be included in specifications that will insure the long term
stabilization of disturbed sites in North Carolina. As noted before in this manual, each construction site in the
state is unique and has features that will require special provisions for revegetation and stabilization. The outline
provided below cannot address these individual sites. It is the responsibility of the design professional and the
financially responsible party to see that the specifications are edited to fit their site and to assure that permanent
stabilization is achieved.
General Provisions
A. Intent:
1. These specifications are prepared with the intent of promoting outstanding performance in long-
term stabilization. They are to be used as guidelines in establishing sediment control and vegetative standards
for the sites. Final technical decisions such as herbicides, fertilizer ratios, times of application and schedules
are to be determined by the Contractor, who has the responsibility to obtain soil test and to manage the
vegetation to achieve the desired results. The maintenance specifications must address maintenance for
sediment and erosion control vegetation during construction and for permanent/long-term stabilization.
B. Description of Work:
1. Perform all work necessary and required for the (insert period of contract) maintenance of the project as
indicated on the drawings, in the project manual, and specified herein.
2. Licensing:
a) Contractor shall provide verification of current, applicable pesticide applicator licensing for
each applicator that will handle pesticides on the contracted sites.
3. Contract Administration
a) Staffing: The Contractor shall provide adequate staffing, with the appropriate expertise, to
perform all required work.
b) Monthly Site Review meetings will be held. Attendees will include the Contractor's Project
Manager and Site Foreman and the property manager or other representative designated by the
financially responsible party. Result of site reviews will be documented and circulated to the
attendees and the owner by the contractor.
c) The Contractor will communicate with the proper person on a monthly basis to summarize
work performed and immediately notify the project manager of any failure of the site to remain
stabilized.
I1. Materials
A. Soil Additives: Additives are to be applied per soils test taken prior to, during and after construction. (Use
this section to provide the types and quantities of fertijimg S, lime, and other soil amendments called for in
the soils report. Include all soils test reports in the specifications document. This narrative or list should
include quantities, rates, mixes, organic information, manufacturer, sources, and other information
suggested in the soils test.)
6.11.20 Rev. 5/08

ti

Practice Standards and Specifications
A. Pesticides:
I. Establish an integrated Pest Management (IPM) program for the site that relies on targeted insect and
disease control coupled with sound stabilization management and water management practices. .
2. These specifications do not include pesticide treatments for infestations of Southern Pine Beetle, Gypsy
Moth, or Fire Ants. The contractor shall notify the Owner if these pests are observed on site.
3. All pesticides shall be applied by a North Carolina licensed applicator in accordance with all State and
Federal regulations and per manufacturer's recommendations.
B.-Mulches: Mulch for areas not subject to erosion and over wash by storm water should be called out in
this section addressing its maintenance, replacement, removal and conversion to other uses. Those subject to
erosion and over wash by storm water must be addressed on the plans and in the calculations. .
III. Execution
A. General:
1. Good long tern stabilization is based on the proper maintenance, management and balance of nutrients,
soil moisture and general cultural practices. It is recognized that fewer fungicide and pesticide treatments as
well as lower fertility rates are required with a well managed, balanced landscape. The following section is
meant to promote this balance and therefore do not highlight specific quantitative standards. (Quantitative
standards should be addressed as site specific by the design professional in conjunction with the
owner and contractor.) Calendar references are general and are to be used only as a guide. Weather and
soil conditions that are most appropriate for a given process, procedure and/or area of the state shall be the
determining factor in scheduling work.
B. Soil Tests:
1. After the soil test prior to stabilization, tests shall be made yearly in the fall to determine the required soil
additives for all stabilized areas. If known nitrogen requirements are not specified by previous test, they
need to be determined by the subsequent soils test and the proper applications made. Fertilizer ratios may
be determined through analysis of the soil tests coupled with the contractor's experience and knowledge of
the site.
C. Mowing
1. Mowing for maintained turf/lawns
a. Mow areas intended for "groomed appearance" on a schedule during the growing season
and as required throughout the year to provide the desired appearance. (Establish a mowing
frequency here thataddresses the specific plant species used and their growing habits.) This
frequency will be a minimum standard. Particular properties and their peculiar characteristics
as well as individual plant species may require mowing more often than the stated minimum
may be required. This should be noted in this section.
b. The range of turf species suggested for lawns in the three growing regions of North Carolina
vary as to optimum maintained height. The selected species should be maintained at a height
recommended by the seed producer: Do not cut too short and do not allow the turf to attain
a height that will cause the crop to decline or die. Consult individual seed producers and/or
packaging for recommended mowing heights.
c. Mow with a mulching mower to limit the amount of clippings removed, or mow and blow in
such a manner that clippings are not evident and not to adversely effect the growing capacity
Rev. 5/08 6.11.21

0
and/or health of the existing vegetation turf. It•is important clippings are allowed to remain
spread throughout the lawn area, to the extent possible, so that they might aid in building a
more productive soil profile and root zone.
2. Mowing other stabilized areas to promote continued growth. Include mowing specification here for other
stabilized areas which require maintenance, but not a "groomed" appearance. Also include specifications
for mowing areas where it is desirable for woody native volunteer vegetation to become established. This
should include attention to mowing stakes or other way of protecting the desired woody natives -from the
mowing operation.
D. Watering
I. Irrigation System Maintenance and Monitoring: If stabilized areas are to be irrigated the design
professional should include specifications for the system, its maintenance and its operation in this section.
2. In the absence of an automatic or manual irrigation system, provisions for providing adequate water to
stabilized areas should be addressed in this section.
3. (provisions should be made in this section for adjustments to application rates of water during
times of regulated droughts and/or periods of excessive rainfall.)
E. CONTROL OF INVASIVES: Competition from invasive species can be detrimental to the establishment
of the permanent vegetative cover. Left unchecked, these invasives can undermine a revegetation process in
a short period of time and eventually lead to unprotected soil and sediment damage. Make site observations
monthly to check for the presence of such species and, if found, treat them immediately with the appropriate
cultural practices and/or by the use of seasonally -appropriate and site appropriate herbicides.
F. Maintenance items including fertilization, mowing, continued soils testing, repair, mulching, matting and
soil preparation are to be addressed in the approved construction sequence and on the project bid list.
6.11.22 Rev. 5/08

XIPUea- -V
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ID#: 6051
DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS DATE COLLZCTXD% 02/26/09
P.O. BOX 1000 DATE REPORTED .s 03/23/09
MANx'EO ,NC 27954
REVIEWED BY:
Upstream Vownetream NW-1 XV-2 liW-3 Analyeio Uethad
PARAMETERS MDL SWSL Date Analyst Coda
PH (field meaeuremant), unite 1.0 6.3 6.9 6.8 6.8 02/26/09 SJH 9244500Ha
Chloride, mg/1 5.0 5.0 S00 48S 1300 38 33 03/03/09 RJH SH4500-CLB
Sulfate, mg/l 5.0 250.0 110.2 1 92.8 1 62.0 1 79.0 1 6.4 J 03/04/09 TRB 9M45D0-904
Antimony, ug/l 0.64 6.0 0.1 J --- u --. U --- D --- u 03/05/09 CMP EPA200.8
Araenic, ug/l 0.61 10.0 2.S J 2.3 J 3.91 0.517 ' 0.6 1 03/05/09 CMP EPA200.9
Barium. ug/1 0.11 1D0.0 54.8 1 34.4 J 46.3 1 9.2 J 19.5 J 03/05/09 CMP EPA200,8
Beryllium, ug/l 0.06 1.0 --- U --- 0 0.11 --- U 0.2J 031D5/09 CM! RPA200.8
Cadmium, ug/l O,D6 1.0 --- D --- U --- u 0.11 0.11 03/05/09 CMP EPA200.0
Cobalt, ug/1 D.D3 10.0 0.6 J 0.5 J 0.2 J 0,2 1 0.3 J 03/05/09 CMP EPA200.8
Copper, ug/l D.D5 10.0 2.5 J 2.2 J 2.2 1 0.6 J 0.4 J 03/05/D9 CUP EPA200•9
Total Chromium, ug/l 0.11 10.0 2,6 1 1.3J 0.41 --- u --- O 03/05/09 CMP EPA200.a
Load, ug/l 0.41 10.0 0.8 J 0.6 1 --- U 0.31 0.4 J 03/OS/09 CUP EPA200.8
Nickel, ug/l 0.06 50.0 2.4J 1.91 3.61 1.91 1.91 03/05/09 CMP SPA2D0.8
Selenium, ug/l 0.49 1D.0 4.6J 4.01 0.7J D3/05/09 CUP EPA200,8
Selenium, ug/l 0.49 10.0 --- V 0.51 03/12/D9 CUP SH3113B
silver, ug/l 0.04 10.0 --- D --- u --- D 0.1 J --- U 03/05/D9 C!® 6PA200.0
Thallium, u9/1 0.48 5.0 --- U
-- u --- 0 --- D --- 0 03/05/D9 CMP EPA200.0
Vanadium, ug/1 0.07 25.D 1.21 1.2 1 1.4J 2.4,7 1.6 J 03/D5/09 CUP EPA300.8
Zinc, ug/l 0.04 10.0 3.9 J 1.91 0.1J 0.8J 1.5a 03/05/09 CMP EPA200.8
Conductivity fat 250, uMhoe 1.0 1.0 1754 1599 2179 764 757 02/26/09 RJR SH251DB
Temperature, 'C 8 9 14 15 15 02/26/09 RJR SM25508
Static Water Laval, feet 2.52 3.17 4.52 02/26/09 RJR
Well Depth, feet 20,35 20.97 20.21 03/26/09 RJH
1-7 --.3 . l . °� I5 . L5
.J a Between MDL and SWOL, U + Below ALL Ouanititation Limita.

DARE COUNTY (C&D SITE)
MR. EDWARD L. MANNi
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO ,NC 27954
AM-6
PARAMETERS
MDL
SWSL
Pfl (field measurement), Units
6.0
Chloride, m9/1
5.0
5.0
41
Sulfate, Mg/l
5.0
250.0
--- 0
Antimopy, ug/l
0.64
6.0
0.7 J
Araanlc, ug/l
0.61
10.0
1.5J
Barium, ug/l
0.11
100.0
17.2 J
Beryllium, ug/l
0.06
1.0
0111
Cadmium, ug/1
0.06
1.0
0.11
Cobalt, ug/l
0.03
10.0
0.2 J
Capper, ug/l
0.05
10.0
0.51
Total Chromium, u9/1
0.11
10.0
0.31
Lead, ug/l
0.41
10.0
0.1J
Nickel, ug/l
0.06
50.0
1.6J
Selenium, ug/l
D.49
10.0
0.41
Selenium, ug/l
0.49
10.0
silver, uy/l
0.04
10.0
0.1J
Tha111un, ug/1
0A0
5.0
--- U
vanadium, ug/l
0.07
15.0
1.41
Sane, ug/l
0.04
10.0
D.1J
Conductivity {at 25c), uMhoe
1.0
1.0
714
Tamperature, •C
15
9tatia Water Level, feet
4.36
Well Depth, feet 10.09
Z)_, p . cv � �ro L- r, � H-Zfl SrA, � w , 13 . 7,3
ID#: 6051
DATE COLLECTED: 02/26/09
DATE REPORTED : 03/23/09
REVIEWED BY:
MW-7 Mw-e MR-9 MW-10 Analyaig Method
Date Analyst Code
6.0 6.2 3.7 516 02/26/09 RJR SN4500HE
39 2774 9 28' 03/93/09 MJN BM4500-CLB
6.0J 119.6 J 147.1 J 383.5 03/04/09 TRB SM4500-804
0.2 J 0.2 J 0.2 J D.1 J 03/05/09 CHF EPA200.0
0.31 7.41 426 10 03/05/09 CH► SPA200.8
7.4 J 274 43.4 J 42.1 J 03/05/09 CH! EPA200.0
0.1 J 2 1.1 0,1 J 03/03/05 CHY EPA200.8
--- V --- U 0.3 J D.1 J 03/05/09 CMF 8PA100.9
0.11 0.3 J 19 1.41 03/05/09 CMP EPA200.8
0.3 J 0.31 5.0 J 1.3 J 03/05/09 CMF SPA200.8
--- U 7.01 11 1.8 T 03/os/09 CMT EPR200.8
0.11 1.21 5.0J 1.1J 03/05/09 CMP EPA200.0
1.6 J 2.1 J 1D.9 J 4.9 J 03/05/D9 CMF SPAM-$
0,2 J 1.7 J 03/05/09 CHI 8PA200.0
--- U 0.4 J 03/12/09 CUP SM3113D
--- p 0.13 0.11 0.11 03/05/09 CHF EPA200.8
U --- U 0.2 J --- V D3/05/09 CMF HPA200.B
1.0J 26 70 6.61 03/05/09 CHF SPA200.B
0.3 J 12 82 12 D3105/09 CHF EPA200.8
760 6006 35B 789 02/26/09 RJR SM35105
15 16 16 15 02/26/09 RJH ffU2550B
3.00 3.44 6.63 5.74 02/26/09 RJH
20.72 19.17 22.75 21.97 02/36/09 RJH
Ile •CZ 15',?3 a �. \-L- . 14 . Z3 r W0-11 l UGt Fw,
J - Between MDL and SWSL, U r Below ALL Ruanititation Limits.

0 -
�
v
DARE COUNTY {C&i)
SITS)
MR. EDWARD L. HAM
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO ,NC 27954
®
NW-11
MH-12
PARAMETERS
MM
AWOL
®
PH (Held measurement), Units
5.6
4.9
Chloride, mg/1
5.0
5.0
56
17
Sulfate, rag/1
5.0
250.0
272.7
30.2 J
Antimeay, ug/l
0.64
6.0
D.1J
- U
Araenic, u0/1
0.61
10.0
2.817
0.61
Barium, ug/l
0.11
100.0
60.0 J
76.4 J
Beryllium, ug/l
0.06
1.0
0.1 J
.0.3 J
Cadmium, ug/l
0.06
1.0
D.1J
0.1J
Cobalt, uU/l
0.03
10.0
2.3J
1.41
®
Copper, ug/l
0.05
10.0
1.4 J
3.1 J
Total Chromium, ug/l
0.11
10.0
1.91
1.11
Land, ug/l
0.41
10.0
1.2 J
1.317
Nickel, up/1
0.06
50.0
3.6 J
2.74
®
Seleniuin, ug/1
0.49
10.0
0.9 J
- U
gilvgr, a4/l
0.04
19.0
-^- a
--- U
®
Thallium, u9/1
0.48
5.0
- U
0.1J
vanadium, ug/l
0.07
25.0
6.0J
2.00
O
Zinc, ug/l
0.04
10.0
6.6J
4.2,7
conductivity fat 25c), 'J"oc
1.0
1.0
766
217
Temperature, •C
16
15
static Water Lovel, feet
5.68
4-90
®
Hell Depth, fast
20.42
22.65
16c.14-
11 ,"IS
O
0
0
J . Detwaen MDL and 9HSL, U selow ALL puanititation Limits.
a
v
ID#: 6051
DATE COLLECTED% 02/26/09
DATE REPORTED : 03/23/09
REVIEWED BY:
Analyaie Method
Data Analyst Code
02/26/09 RJH SM4500HB
03/03/01 miN SM4$00-CLB
03/04/09 TRH BM4900-9048
03/05/09 CMF SPA200.8
03/05/09 CkF HPA200.0
03/05/09 CHF 13PA200.0
03/05/09 CHF EPA700.9
03/05/09 CUP EPA200.9
03/05/09 CMF 6PA200.8
03/05/09. CMP RPA200.6
03/05/09 CMF EPA200.0
03/05/09 CMP EPA200.8
03/05/09 CMr RVA200.0
03/05/09 CMi EPA200.0
03/05/09 CMF 'ZPA200.9
03/0S/09 CH? BPA200.9
03/05/99 MY EPA200.8
03/0S/09 CMv &PA200.8
02/26/09 RJH SM25104
02/26/09 RJ4i BM25509
D2/26/09 RJR
02/26/09 RJR

C �daQo��c �� alp hompumbd
CLIENT: DARE COUNTY,(C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
.MANTEO, NC 954
RLVI$WED BY:
VOLATILE ORGANICS
EPA METHOD 8260E
CLIENT ID: 6051
ANALYST: MAO
DATE COLLECTED: 02/26/09 Page: I
DATE REPORTED: 03/23/09
PARANBT$RB, U$/1
Date
MDL
Analysed
sw$L
03/10/05
❑patreem
03/10/09
Downstream
03/19/09
Mw-1
03/10/69
NW-2
03/10/09
NW-3
1.
Chloramethane
0.10
1.0
-..-
II
---
U
---
D
-..
II
---
U
2.
Vinyl Chloride
0.34
1.0
---
0
---
U
---
U
---
❑
---
❑
3.
Bronomethmne
0.36
10.0
---
0
---
U
---
0
-.-
U
---
U
4.
Chloroethane
0.29
10.0
---
U
---
❑
-
U
---
0
---
0
S.
Trichloro[luoromethane
0.13
1.D
---
U
---
II
---
U
---
❑
---
❑
6.
1,1-Diehloroathenn
0.14
5.0
---
0
---
U
---
U
•--
U
---
❑
7.
Acetone
1.21
100.0
---
U
1.60
S
---
U
---
D
---
U
G.
Todomethano
D.12
10.D
---
U
---
❑
---
U
---
U
---
U
9.
Cerboo Disulfide
0.14
100.D
---
U
---
U
---
U
---
D
---
U
10.
Methylene Chloride
D.14
1.0
---
U
---
U
---
U
---
U
•--
0
11.
trans-1,2-bichloroathene
0.13
5.0
---
❑
---
D
-•-
D
---
U
---
U
12.
1,1-Dichloroethane
0.16
5.0
---
❑
---
V
---
U
---
U
---
U
13.
Vinyl Acetate
0.20
50.0
-
0
---
U
---
U
---
❑
---
II
14-
Cie-1,2-Dichloroethane
0,14
5.0
---
U
---
D
---
U
---
❑
--
U
15.
2-Butanone
0.05
100.0
---
❑
0.90
a
---
U
---
U
---
0
19.
Bromoohloromethape
0.12
3.0
---
U
--=
U
---
0
---
U
-
0
17.
Chloroform
0.13
5.0
---
U
---
U
---
U
.--
U
---
U
19.
1.1.1-Trichloroethmne
0.11
1.D
---
U
---
U
---
U
---
U
---
U
19.
Cmrban Tetrachloride
0.13
1.D
--
U
---
U
---
a
---
U
---
U
20.
Benzene
0.16
1.0
---
U
...
U
_-_
U
---
U
---
U
21'.
1,2-Dichloroethane
0.12
1.0
---
v
.-
U
---
❑
---
v
---
❑
22.
Tricblaroethone
0.13
1.0
---
U
---
0
---
U
---
U
---
❑
23.
1,2-Dichloropropane
0.17
1.0
---
❑
---
U
---
U
---
U
---
❑
24.
Bramodiahloromethana
0.13
1.0
---
U
---
U
---
U
---
U
---
U
25.
Cis-1,3-Dichloropropane
0.17
•1.0
---
0'
---
U
---
0
---
U
---
U
26.
4-Methyl-2-1pantanone
0.68
100.0
--
❑
---
0
U
--
U
---
U
27.
Toluene
0.13
1.D
•--
U
--•
U
---
U
---
0
---
U
20.
trans-1,3-Diahloropropena
0.14
1.D
---
0
---
U
---
U
---
❑
--
U
29.
1,1,2-Trichloroethanc
0.20
1.0
---
U
---
U
---
U
---
U
---
U
30.
•retraahloroathene
D.16
1.0
---
❑
---
U
---
U
---
U
---
U
31.
2-Hexanons
1.00
50.0
---
U
•--
U
.
U
---
0
---
U
32.
Dibromoahloromethane
0.14
3.0
---
❑
---
❑
---
0
---
U
---
❑
33.
1.2-Dibromoethane
0.13
1.0
---
U
---
U
---
0
---
D
---
U
34.
Chlorobencene
0.13
3.0
---
U
---
U
---
U
---
0
---
U
35.
1,1,1,2-Tatrachloroethane
0.14
5.0
---
U
---
__. ..,... --_ =-U-
U
---
-.-.-,T-U-
U
--- U
--.--U-
---,
U .
36. Bthylbanzene
-0.16
i-Cf-
--.❑�
37.
%ylenes
0.48
5.0
---
U
---
U
---
U
---
U
---
❑
30.
Dibromomethano
0.17
10.0
---
❑
---
❑
---
U
---
v
---
❑
39.
Styrene
0.16
1.0
---
U
---
D
---
U
---
4
4D.
Bromoform
0.11
3.0
---
U
---
U
---
U
---
U
---
U
41.
1,1,2,2-Tetrachloroethane
0.19
3.0
---
U
---
U
-•-
U
---
U
---
U
42.
1,2,3-Trichloropropane
0.06
1.0
---
U
-^
U
---
❑
---
0
---
0
43.
1,4-Dichlorobenzene
0.21
1.0
---
U
---
U
---
U
•--
0
---
U
44.
1,2-Dichlorobenzene
0.13
5.0
---
U
---
U
---
U
---
U
---
U
45.
1.2-13ibromo-3-Chlorapropane
0.26
13.0
---
U
---
U
---
46.
Acrylanitrile
1.49
200.0
---
U
---
U
---
0
---
d
---
0
47.
trans-1,4-Dichloro-2-Butene
0.14
100.0
---
U
---
U
---
U
---
U
---
U
0 - Between MDL and SWSL, U - Below ALL QUanititatiOn Limits.

0 Tinwhe nl[hlufaffi l kriammn na-0oa rl
CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L . MAM '
DARE CO. PUBLIC WORKS
P.O. B0X 1000
MANTEO, NC 7954
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260E
CLIENT ID: 6051
ANALYST: MAO
DATE COLLECTED: 02/26/09 Page: 2
DATE REPORTED: 03/23/09
PARWET&RS, ug/1
Date
XVL
Analyzed
BNBL
03/10/09
nw-6
03/1D/09
KW-7
03/10/09
Nw-8
03/10109
NW-9
03/10/09
NW-10
1.
Chloromethans
0.10
1.0
---
Q
--•
U
---
U
---
Q
---
D
2.
Vinyl Chloride
0.34
1.0
---
U
--
u
---
0
---
Q
---
II
3.
Bromomethane
0.26
10.0
---
0
---
Q
---
Q
---
U
•--
Q
' 4.
Chloroethane
0.19
10.0
---
0
---
Q
---
U
---
Q
---
Q
5.
Trichlorotluoromatbane
0.13
1.0
---
0
---
0
---
II
---
Q
---
II
6.
1,1-Dichloroethene
0.14
5.0
---
u
---
II
---
u
---
Q
---
0
7.
Acetone
1.21
100.0
---
0
---
II
1.60
d
---
U
---
Q
0.
rodometbane
0.12
10.0
---
V
---
u
---
II
---
0
---
u
9.
Carbon Disulfide
0.14
100.0
---
0
---
II
---
u
---
II
---
0
10.
mothylans Chloride
0.14
1.0
---
0
---
U
11.
prone-1,2-Dichloroathsnm
0.13
5.0
---
p
---
D
---
D
•--
0
---
u
12.
1,1-Dichloroathane
0.15
5.0
---
0
--
D
---
II
---
U
---
0
13.
Vinyl Acetate
0.20
50.0
---
0
---
Q
---
0
---
Q
---
II
14.
Cip-1,3-Dichloroethene
0.14'
5.0
--
Q
--
Q
---
II
---
U
---
u
15.
2-Butanone
0.05
100.0
-
9
--
U
-
0
---
Q
---
0
16.
Bromochloromethane
0.il
3.0
---
Q
---
U
---
II
---
0
17,
Chloroform
0.13
5.0
---
II
---
U
---
u
---
U
18.
1,1,1-Trichlaroethane
0.11
1.0
---
0
---
Q
---
U
---
U
---
Q
19.
Carbon Tetrachloride
0.13
1.0
--
II
---
0
-
U
Q
---
U
20.
Benzene
0.16
1.0
---
u
---
U
...
U
---
Q
---
Q
21.
1,2-Dichloroothans
0.12
1.0
---
Q
---
U
---
II
---
II
---
0
22.
Triahloroethene
0,13
1.0
---
U
---
Q
---
u
---
U
---
u
23.
1,2-Dichloropropane
0.17
1.0
---
u
...
0
---
Q
---
Q
---
II
24.
Bromodichloromethane
0.13
1.0
---
0
---
D
-^-
Q
---
D
---
II
25.
Cia-1.3-Dichloropropene
0.17
1.0
---
u
---
Q
---
Q
---
u
---
Q
26.
4-methyl-2-Pentanone
0.68
100.0
---
0
--•
Q
---
Q
---
II
---
II
27.
Tolucrie
0.13
1.0
---
0
`--
0
.-•
II
---
D
---
Q
20.
trana-1,3-Dichloropropena
0.14
1.0
.--
0
---
u
-
D
---
Q
---
D
29.
1,1,2-Trichloroatheno
0.20
1.0
---
0
---
D
---
Q
---
a
---
U
30.
Tatrachlorcethene
0.16
1.0
---
u
---
U
•--
II
---
0
---
u
31.
2-Maxenone
1.00
$0.0
---
U
---
Q
..-
U
---
0
---
Q
32.
Dibromochloromethana
0.14
3.0
---
Q
---
u
---
v
---
0
---
0
3.
1,2-P bromaekhane
0.13
1.0
---
U
^.
Q
---
II
---
Q
---
0
34,
Chlorchenzens
0.13
3.0
---
Q
---
Q
0
---
u
.--
0
35.
1.1,1.2-Tetrachloroathane
0.14
5.0
---
D
--- Q
--- Q
--- Q
-U-
---
--
0
U
36. Sthylbenaana
0.16
37.
xylanes
0.48
5.0
---
Q
---
Q
0
---
II
---
U
38.
Dibromomethane
0.17
10.0
---
II
---
U
---
D
---
Q
---
II
39.
Btyrane
0.26
1.0
---
v
---
0
---
D
---
Q
---
II
40.
BromoEorm
0.11
3.0
--•
0
---
Q
---
II
---
0
--•
Q
41,
1.1,2,2-Tetrachloroethane
0.16
3.0
---
Q
---
D
---
Q
- -
Q
---
II
42.
1,2,3-Trichloropropane
0.06
1.0
---
U
---
Q
--.
Q
---
u
---
0
43.
1,4-Dichlorobanseno
0.22
2.0
---
Q
---,
u
---
II
---
Q
---
II
44.
1,2-Dichlorobanzene
0.23
5.0
---
U
-•-
II
---
Q
---
o
---
U
45.
1,2-Dibromo-3-Chloropropans
0.26
13.0
---
u
---
Q
---
II
---
Q
---
D
46.
Acrylonitrile
2.49
2D0.0
---
Q
---
Q
---
u
---
u
---
u
47.
trane-1,4-Dichloro-2-Butene
0.14
100.0
---
0
---
Q
---
0
---
u
---
0
J r Between MDL and SWyL, 0 o Below ALL QUanititation Limits.

EMANIMEM T17 dUXUPoQOM
CLIENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE -CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO, NC 7954
REVIEWED BYE
VOLATILE ORGANICS
A
EPA METHOD 9260D
CLIENT ID: 6051
ANALYSTc MAO
DATE COLLECTED: 02/26/09
DATE REPORTED: 03/23/09
PARAMETERS, ug/l
Date Analyzed
'
MDL SWSL
03/11/09
N14-11
D3/11109
NW-12
1.
Chloromathane
0.16
1.D
---
U
---
U
2.
Vinyl Chloride
D.34
1.0
---
U
---
A
3.
Bromamethane
0.26
10.0
---
II
---
U
4.
Chlaroathane
0.29
10.0
---
U
---
II
S.
Trichicrotlucromethane
0.13
2.0
---
U
---
V
6.
1,1-Dichloroethene
0.14
5,0
---
U
---
U
7.
Acetone
1.21
100.0
---
II
---
U
B.
Iodomethans
0.22
10.0
---
A
---
II
9.
Carbon Disulfide
0.14
1DD.0
---
U
---
II
10,
Methylene Chloride
0.14
1.0
---
U
---
U
11.
trans-1,2-Dichloroethene
0.13
5.0
---
U
---
U
12.
1,1-0ichloroethene
0,16
5.0
---
U
---
U
13.
Vinyl Acetate
0.20
50.0
---
U
---
II
14.
Cia-1,2-Dichloroethene
0.14
5.0
---
U
-•-
II
15.
2-Butanone
0.95
190.0
---
U
---
II
16.
Bromochloromathano
0.12
310
---
U
---
U
17.
Chlaroiorm
0.13
5.0
1B.
1,1,1-Trichloroethene
0.11
1.D
---
U
---
a
19,
Carbon Tetrachloride
0.13
1.0
---
D
---
U
20.
Benzene
D.16
1.0
--
U
---
v
31.
1,2-Dichloroethene
0.12
2.0
---
U
- •:
U
22.
7richloroatheno
0.13
1.0
---
U
---
U
23.
1,2-Dichloropropana
0.17
1.0
---
U
---
U
24.
Bromodichloromethane
0.13
1.0
---
D
---
II
25.
Cie-1,3-Dichloropropena
0.17
1.0
--
U
---
II
26.
4-Mathyl-2-Pentanone
0.66
1D0.0
-
U
---
U
27.
Toluene
0.13
1.0
---
v
---
U
20.
trans-2,3-Dichlor9propens
0.14
1.0
-
U
---
U
29.
1,1,2-Trichioroathene
0.20
1.0
---
U
---
U
30.
Tetrachloroothena
0.16
1.0
--
U
---
II
31.
2-BaKenone
1.00
50.0
---
U
---
U
32.
Di Zolmoehloromethane
0.14
3.0
---
U
---
U
33.
1,2-Dibromoethano
0.13
1.0
-
U
---
v
34.
Chlorobanzens
0.13
3.0
---
U
---
0
35.
1,1,1,2-Tatrechloroathane
0.14
5.0
--- U
---
U
31.
Xylenae
0.48
5.0
---
D
---
U
38.
DLbromomethane
0.17
10.0
---
U
---
V
39.
Styrene
0.16
1.0
---
D
---
U
40
Bromororm
0.11
3.0
---
II
---
U
41.
1,1.2,2-Tetrachloraethane
1.16
3.0
---
U
---
U
42.
1,2,3-Trichloropropane
0.06
2.0
---
U
--
II
43.,1,4-Dichlorobenzone
0.21
1.0
-
U
--
U
44,
1,2-Dichlorobenzeno
0.13
5.0
---
D
---
U
45.
1,2-Dibromo-3-Chloropropana
0.26
13.0
---
U
---
II
46.
Aarylonitrilc
1.49
2D0.0
---
U
---
v
47,
trano-1,4-Dichloro-2-Buteno
0.14
100.0
---
U
-
U
J - Between =1, end SWSL, U . Bs1ov ALL ouanititation Limit@.
0
0
Page: 3

Environment 1, Inc.> CHAIN OF CUSTODY RECORD
RO. Box 7085, 114,Oai:mor�t Dr. Page 1 of 2
Greenville, NC 27858
Phone [phone] - Fax [phone]
D15[NFECiION
CHLORINE NEUTRALEEDATCOLLECTION
CI-ILORlNE
pH CHECK (LAB}
CLIENT: 6051 week: 9
UV
'
p.
P
P
P
P
P
G
G
G
I CONTAINER TYPE, PIG
DARE COUNTY (C&D SITE)
NONE
MR. EDWARD L. MANN ,
DARE CO. PUBLIC WORKS
P.O. BOX 1000
A
A
A
A
A
A
E
E
E
CHEMIGALPRESERVATION
' MANI'EO NC 27954
'
A -NONE D-NAOH
LLr
a o
U
a
[I]
z
d
pp
B-HNO, E-HCL
a
°a!
a
w
a
f4A
G
j C-HtSO, F-71NCACETATE
COLLECTION
g 8
o
G NATHIOSAFATE
Cr
I
SAMPLE LOCATION
DATE
TIME
O-
a
Upstream
!''fZ7;
6
CLASSIFICATION:
Downstream
���L?L�
6
;
t ii
NN
°
WASTEWATER (NPDES)
Cif
� 05
i}1�
1
7
W.NY
9
9',y�
y
MW-2
a
��
6
`
;I,:
DRINKINGWATER
DWQIGW
SOLID WASTE SECTION
MW-3 03.
(r ��
09 yZ)
`s
5
MW-6 Q
-
1 1 D1)
fi
.
..
';^ <
z
e
s
NIW-2
6
:....
M1°-
; '''
'w
`
CHAIN OF CUSTODY MAINTAINED
DURING 5MENTlDELIVI RY
Y N
MW-8 C
-'a�.(o eel
tZ �"
J
��es
b
�`�
�
v�
�
Y
�= 3
r ..:
r
��
MW-9 nr�
/
1
/
6
-<
yz:
-
r : '
SAMPLES COLLECTED flY:
{Phase Prirsl}
ti r
AM-10 0A
._0,6 C3
J6 �b
!�
6
s }
y �'
n
� .
MW-11
(o �
/�`7 /Z?
%�
6
I SAMPLES RECE DIN LAB AT -r_'C
(SlG.) {SAMPLER}
QATE/T1ME
REX BY1//
'z:3z
DATEMME
COMMENTS:
I -
C� Z:
CJLJ
REUNQUISHEDBY(S )
DAMMME
RECEIVE (S
UATSPnME
RELINQUISHED BY {SIG.}
DATEMME
RECEIVED BY (SIG.)
DATEMME
I
Sampler muss face a "C" for com ► Q
PLEASE READ Instructions for completing this farm on the reverse side. p p pcsi_e sample or
a "G"
a a for No- '1 7 9 4 6 8 -
' "'•"' ^� 4.11AII %HrllldI III Illy :IN x7Kv wnr WW Inc wr: nwr TL• ur r 11IQ c*an

Environment I, Ine- CHAIN OF CUSTODY RECORD
P.O. Box 7085, 114 Oakmont Dr. i Pa-e 2 of 2
%rPPnvillr Nr")7RSR
'hone [phone] •Fax [phone]
CLIENT: ass Week:9
DARE COUNTY (C&D SITE)
MR. EDWARD L. MAM
DARE CO. PUBLIC WORKS
P.O. BOIL 1000
MAN TEO NC 27954
COLLECTION
DISINFECTION
CHLORINE
uv
NONE
CHLORINE NEUTRALIZED AT COLLECTION
L7-
I pHCHECK (LAB)
P
P
P
P
P
P
G
G
G
4 CONTTAINERTYPE.PIG
!!
A
A
A
A
A
A
E
E
E
i CHEMICALPRESERVATION
A - NONE D - NAOH
B HND, #:'HCL
g¢ C- H SO F- ZINC ACETATE
G NATHIOSULFATE
tx
,a
Ul
tC
0 v
U
S
b ¢
�" O
r V
W
'k' ¢
E
s
a.2
c,
=%
Z
a
a
c
L
W
`�,
E
w
4.
I"+
a''o
a.
..
a'
A
N
CL
A
m
SAMPLE LOCATION
DA-m
-nmE
ow
CLASS FICATION
WASTEWATER(NPDES)
DRINKINGWATER
k
Dwww
SOLID WASTE SECTION
CHAIN OF CUSTODY MAINTAINED
DURING MENTIDELIVERY
Y N
SAMPLES COLLECTED BYokcf4 Jqc--�
SAMPLES AECEIVD IN LAP, AT D -C
RELINOU'�ED BY (SIG.) (SAMPLER)Em
r4
DATME
REC B
DATEIIIME
COMMENTS:
RE L NQUISHED BY (G.)
DATE TIME
RECEIVED BY (51C4
DATEMME
REUNQUtSHED BY (SIG.)
DATEMv1E
RECEIVED BY (SIG.)
DATI MME
PLEASE READ Instructions for completing this farm on the reverse side. Sampler must piace a "C" for composite sample on a "G" for No- 17 9 d tj 7
FORM as Grab sample in the blocks above for each parameter requested.
a000®0•(19®4040 Is 40®049®®®®66066oaov

If
r-
XMN 'IN
i
:. RO: BOX 7089, `! 14„3AZ'ONT DRIVE'.-.
GREENVILLE, N.C. 27835-70.85
® DARE COUNTY ICED SITE)
MR. EDWARD L. MAIM
DARE CO. PUBLIC WORKS
P.O. BOX 1000
0 MANTEO , NC 27954
0
Cpatrarrt Downetream HIM. 1
® PARAMETERS HDL sWSL
PH Meld meesuxe%lent>, Unita
Chlaride, ng/1
5.0
sulfate, mg/i
5.0
25
Antimony, ug/l
0.06
Armenia, ug/l
0.17
1
®
Barium, ug/l
0.04
10
Beryllium, ug/l
0.06
®
Cadmium, ug/l
0.04
Cobalt, ug/1
Copper, ug/l
0.02
0.04
1
1
Q
Total Chromium, ug/1
Lead, ug/l
0.20
0.04
1
1
®
Nickel, ug/l
selenium, ug/1
0.04
0.12
5
1
Silver, ug/l
0.04
1
Thallium, ug/l
0.03
vanadium, ug/1
0.29
2
®
Eiac, ug/l
0.14
1
Conductivity (at 25c), uMhae
1.0
Temperature, •C
StetiC Water Level, teat
®
wall Depth, feet
0
0
0
0
0
0
756-0633
ID#: 6051
DATE COLLECTED: 08/13/09
DATE REPORTED : 09/17/09
REVIEWED BY: r
MM-2 HM-3 Analysis Hath*d
Date Analyst Code
6.5
6.2
6.4
6.7
6.7
08/13/09 RJR
SH4500HB
5.0
725
437
1360
35
35
00/17/09 MJN
SH4500-CA:
0.0
154.117
126.0 J
114.1 U
so,() J
6e.3 J
08/14/09 TR8
SM4500-80,
6.0
0.a 1
0.5J
--- U
0.5J
0.1J
00/21/09 CRY
EPA200.8
0.0
4.6 1
6.11
6.4 J
0.5 J
0.2 J
08/21/09 CMF
EPA20D. 8
0.0
39.8 1
43.7 J
55.2 J
9.2J
12.9 J
08/21/D9 CMP
8PAM .0
1.0
--- U
--- D
0.1J
--- U
0,1,7
09/21/D9 CMF
SPA200.8
1.0
--- U
--- U
--- U
0.1J
--- U
00/21/09 CDtt
sPA200.8
0.0
0.41
0.9 J
0.4 J
0.2 J
0.2 1
00/21/D9 CMP
EPA200.8
0.0
5.4 J
3.9 J
3.4 J
0.4 J
0.3 1
08/21/09 CHP
ZPA200.8
0.0
1.4 J
6.3 J
0.91
0.1 J
--- U
08/21/09 CHP
EPA200.8
D.0
1.9J
7.4 J
2.4J
0.1 J
0.1 J
08/21/09 CMP
SPA200.0
0.0
4.8 J
3.1 1
5.4 J
2.5 J
2.4 J
08/21/09 CHP
EPA200.8
0.0
9.8 J
7.3 J
20
0.7a
0.7J
08/21/09 CHP
B11A200.8
D.0
0.1 J
--- U
--- D
0.11
--- D
00/21/09 CMP
@1?A2D0.8
5.0
--- U
--- U
0.11
--- U
--- D
00/21/09 CMP
EPA2D0.8
5.0
1.3 0
3.00
1.1 J
• 0.91
D.7 J
00/21/D9 CMF
TPA200.0
0.0
4.6 J
12
1.3 1
0.9 J
0.8a
09/21/09 cHP
EPA2a0.9
1.D
1679
1344
3420
590
660
00/13/09 RJH
SM25108
29
27
19
19
19
08/13/09 RJH
SM25508
2.12
3.77
4.39
0111/23/09 RJR
30.35
20.97
20.21
08/13/05 RJR
0 J Between MDL and SWSL, U n Below ALL Ouanititatlon Limits.
0
0
0

0
a
Mon
PO...SOX 708 I14 04 OAKMO T DkiVt :`` `�..-':
GREENVILLE, N:C.-27835.7085
DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
® DARE CO. PUBLIC WORKS
P.O. BOX 1000
® MANTEO ,NC 27954
PARAMETERS HDL SwSL
PH [field measurement), units
® Chloride, mg/1 5.0 5.0
Sulfate, mg/l 5.0 250.0
Antimony, ug/l 0.06 6.0
Arsenic, ug/l 0.17 10.0
Barium, ug/l 0.04 1DO.0
Beryllium, ug/l 0.D6 1.0
® Cadmium, ug/1 0.04 1.0
Cobalt, ug/1 0.02 10.0
® Copper. ug/1 0.04 10.0
Total Chromium, ug/1 0.10 10.0
® Lead, u4/1 0.04 10.0
Nickel, u0/1 O.D4 50.0
Selenium, ug/l 0.12 10.0
Silver, ug/1 0.04 10.0
A Thallium, ug/l 0.D3 5.0
Vanadium, ug/1 0.28 25.0
® zinc, ug/1 0.14 10.0
Conductivity (at 25c), uMhoa 1.D 1.0
Temperature, °C
8tatic Slater Lavel, feet
Well Depth, teat
0
A
A
0
0
0
A
0
0
0
756-0633
ID#: 6051
DATE COLLECTED: 08/13/09
DATE REPORTED : 09/17/09
REVIEWED
BY:
M41.6
MW-7
Mw-6
Mw-9
Nw-to
Analyeie
Hetbod
Date Analyst
Code
6.9
6.6
6.0
3.6
5.1
00/13/09 RJH
SM450OUR
42
37
3066
6
29
00/17/09 MJN
SM4500-CLB
55.2 J
60.2 J
171.9 J
101.3 J
759.7
09/14/09 TRB
SM4500-804
--- U
--- U
0.117
0.2J
0.11
08/21/09 CMF
EPA200.8
1.2 J
0.5J
13
106
15
09/21/09 COY
EPA200.8
17.4 J
6100
34.4
42.3 J
79.1 J
00/9 k/D9 CH!
EPA200.8
0.1 J
--- U
0.6 J
0.81
0.4 J
08/21/D9 CMF
SPA200.8
0.1 J
--- U
--- U
0.2.7
D.1J
06/21/09 CMF
EPA200.B
0.3 J
0.3 J
0.3 J
9.7 J
2.2 J
08/21/09 tiff
8PA200. B
0.5 J
0.4 J
13
4.3 J
1.8 J
oo/,21/09 CMP
EPA200.6
0.6 1
0.1 J
3.4 J
9.81
4,1 J
06/21/D9 CMP
RP4200.8
0.1 J
0.1 J
0.1 J
7.4J
1.6 J
00/21/09 CMF
SPA200.6
2.3 J
2.4 J
3.2 J
6.7 J
11.3 J
08/21/05 CMF
SPA200.0
0.5 J
0.6J
43
2.1J
2.2 J
00/21/00 cmr
EPA200.8
--- 0
--- U
0.3 J
0.11
--- U
08/21/09 CMF
EFA200.6
--- U
--- U
--- U
0.1 J
--- U
06/21/09 CMF
SPA200.8
1.1 J
0.9 J
8.5 J
27
9,7 J
00/21/09 CMP
EPA200.0
2.3J
0.6a
1.4 J
53
11
02/21/09 CMF
EPA200.8
636
665
5700
351
1116
09/13/09 RJR
SM251DB
20
19
20
21
21
00/13/09 RJR
OH2550B
4.15
3.24
1.68
5.69
5.57
09/13/09 RJH
10.09
20.72
19.27
22.75
21.97
00/13/D9 RJH
J . Between MDL and 6WSL, 0 . Below ALL Ouenititation Limits.

Mb�m� - [@� TU a�c�oQpoQ��c� l
® GREENVII
0
o
0
DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.O. BOX 1000
MANTEO ,NC 27954
0
0
0
PARAMETERS MDL SWBL
ID#: 6051
DATE COLLECTED: 08/13/09
DATE REPORTED : 09/17/09
REVIEWED BY:
MW-11 MW-12 Analyeia method
Date Analyst Code
®
PH (field measurement), Units
5.1
4.7
08/13/09 RJH
SM45DOEB
Chloride, mg/l
5.0
5.0
09
11
00/17/09 MJN
SH4500-CLB
Sul[ate, mg/1
5.0
250.0
I96.0 J
24.8 J
08/14/09 TRB
SH4500-904E
Antimony, u9/1
0.06
6.0
0.111
0.1 J
D8/21/09 CHP
sPA200,B
Arsenic, ug/l
0,17
10.0
3.0 J
0.7 J
08/21/D9 CUP
3PA2D0.S
®
Barium, ug/l
0.04
100.0
57.0 J
59.6 J
00/31/09 00
EPA300.8
Beryllium, ug/1
0.06
1.0
0.11
0.2 J
00/21/09 CHP
SPA200.8
Cadmium, ug/1
0,04
1.0
0.2 J
0.1 J
DB/21/09 CHIP
SPA200.8
Cobalt, ug/l
0.02
10.0
4.11
1.1 J
08/21/09 CHP
EPA2D0.8
Copper, ug/1
0.04
10.0
2.2 J
1.50
DB/21/09 CHP
SPA200.8
Total Chromium, ug/1
Lead, ug/1
0.10
0.04
10.0
10.0
1.8 J
1.2 J
1.10
0.9 J
D8/21/09 CHP
08/21/09 CHP
EPA200.0
EPA200.8
Nickal,'ug/l
selenium, ug/l
0.04
0.13
50.0
10.0
5.0 1
1.0 J
2.90
0.3 J
09/21/09 GNP-
00/21/09 CUP
SPA200.e
EPR200.6
Silver, u9/1 -
0.04
10.0
0.11
--- U
08/21/09 CHP
EPA200.0
®
Thallium, ug/1
0.03
5.0
--- D
0.13
06/21/09 CHP
EPA200.8
Vanadium, ug/1
0.28
25.0
3.6 J
1.0 J
08/22/69 CUP
SPA200.8
®
zinc, ug/l
0.14
10.0
16
4.DJ
08/21/09 CHP
NPA20D.B
Conductivity (at 25C), uMhoa
1.0
1.D
702
275
00/13/09 RJH
5122510E
Temperature, •C
20
20
08/13/09 RJH
H1625506
Static Water Leval, feet
5.49
4.45
00/13/09 RJH
Well Depth, teat
21.42
22.65
00/13/D9 RJH
0
o
O
0
o .
0
0
0
0
J Between 12DL and SWSL, U Below ALL Quanititatign Limits.
o
0
0

ElmW'M[Mm
DARE COUNTY (C&D SITE)
MR. EDWARD L. MAM
DARE CO. PUBLIC WORXS
P.O. BOX 1000
®
MANTEO, NC 27954
REVIEWED BY:
-OL-
W
to
VOLATILE ORGANICS
EPA METSon A26n8
CLIENT ID: 6051
ANALYST: MAO
DATE COLLECTED: 08/13/09
DATE ANALYZED: 08/19/09
DATE REPORTED: 09/17/09
Page: 1
pARANBTMRS, uQ/1
MDL
BWSL
Upatramm
Downstream
KW-1
MW-2
HN-3
1.
Cbloronethene
D.18
1.0
2.60
4.30
2.30
2.10
2.30
2.
Vinyl Chloride
0.34
1.0
---
U
---
v
---
0
...
0
---
U
3.
Bromomethane
0.26
10.0
---
U
---
U
---
U
---
0
---
U
4.
Chlaroethena
0.39
10.0
--
D
---
U
---
U
---
U
---
V
S.
Trichloraflueromethene
0.13
1.0
---
U
___
U
___
U
---
0
---
U
6.
1,1-Dlchloxoathene
0.14
5.0
---
U
__-
U
_--
U
---
U
---
U
7.
Acetone
1.21
100.0
2.40
J
3.30
J
3.20
J
1.70
J
1.3D
J
8.
lodomethane
0.12
10.0
•--
U
-
U
___
U.
---
U
---
V
S.
Carbon Disulfide
0.14
100.D
---
U
---
U
---
D
---
U
•--
U
10,
Kethylane Chloride
0.14
1.D
---
U
---
v
---
U
---
U
-=-
v
11.
trans-1,2-Dichloroethene
0.13
5.0
---
U
--..
U
---
U
---
Q
---
U
12.
1,1-Dichloroethane
0.16
5.0
---
U
---
U
---
D
-•-
V
---
U
13.
Vinyl Acetate
0.20
50.0
---
0
---
U
---
U
---
Q
---
U
14.
Cie-1,2-Diebloroathene
0.24
9.0
---
U
---
Q
---
0
---
U
---
U
15.
2-Butanone
0.85
100.0
3.50
d
6,40
J
3.10
J
2.00
J
2.00
J
16.
Bromochloxomethane
0.11
3.0
---
U
---
U
---
U
---
U
---
U
17.
Chloroform
0,13
5.0
---
D
---
U
---
D
•--
U
---
U
18.
1.1,1-Trichloroethane
0.11
1.0
---
Q
---
U
---
v
-•-
D
---
U
19.
Carbon Tetrachloride
0.13
1.0
---
U
---
U
---
U
•-•
U'
---
U
70.
Benzene
0.16
1.0
---
U
---
U
---
U
---
U
---
U
21.
1,2-Dichloroethane
0.12
1.0
---
Q
---
D
---
v
---
U
---
v,
22.
Trichloroethane
0.13
1.0
---
U
---
U
---
v
---
U
---
U
23,
1.2-Dichloropropene
0.17
1.0
---
U
---
U
---
D
•••
Q
---
U
24.
Bromodichloromethane
0.13
1.0
---
U
---
U
---
U
---
U
---
U
25.
Cie-1.3-Dichloropropene'
0.17
1.0
---
0
---
V
---
U
---
U
---
V
26.
4-Methy1-2-Pentanone
0.68
100.0
---
U
---
U
---
U
---
U
---
U
27.
Toluene
0.13
1.0
---
V
---
U
___
U
---
0
---
v
28.
trans-1,3-Dichloropropene
0.14
1.0
---
U
---
U
-_-
Q
_-_
U
---
U
29.
1,1,1-Trichloroethane
0.20
1.0
.--
U
.--
Q
---
U
---
U
---
U
30.
Tatrachloroethene
0.16
1.0
--
U
--
v
__
Q
...
U
--.
U
31.
2-Hexenone .
1.00
90.0
--•
Q
---
v
___
Q
_--
U
32.
Dibromochloromethane
0.14
3.0
---
v
---
U
...
Q
_._
U
33.
1,2-Dibromoethane
0.13
1.0
--.
U
.__
Q
_._
p
___
Q
---
Q
34.
Chlorobanzene
0.13
3.D
---
U
...
U
.__
U
Q
-
U
35,
1,1,1.2-TOtrachloroathans
0.14
5.0
---
U
_-_
U
_._
V
._.
V
---
U
36.
Sthylbenzene
0.16
1.0
---
U
---
Q
---
U
---
U
---
U
37_
xylanea
0.17
10.0
---
Q
---
Q
.--
V
_._
Q
---
U
U
38. Dibromomathane
39,
Styrene
0.16
1.0
---
U
-
U
__-
U
---
U
---
U
40.
Bromoform
0.11
3.o
---
Q
---
U
---
Q
---
U
---
U
41.
1,1,2,2-Tetraebloroothene
0.16
3.0
---
U
---
U
---
U
---
U
---
U
42.
1,2,3-Trichlorapropane
0.06
1.0
---
U
---
U
--.
U
---
U
---
v
43.
1.4-Dichlorobenzene
0.21
1.0
---
U
---
U
---
U
---
v
---
U
44.
1,2-Dichlorobenzene
0.13
5.0
---
U
___
Q
-.-
U
---
U
45.
1,2•Dibrpmo-3-Chloropropane
0.24
13.0
---
Q
---
0
---
U
---
U
---
U
46.
Acrylonitrile
1.49
200.0
--•
U
---
U
47.
trana-1,4-D1Chloro-2-Hutena
0.14
100.0
---
U
__-
U
__-
U
---
U
---
Q
V
® J - Between MDL and SWSL, 0 - Below ALL QUanititation Limits.
O
O

�[ Wommusu Flo
:. ... ' ..: FAX
ENT: DARE COUNTY (C&D SITE)
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
®
P.O. BOX 1000
MANTEO, NC 27954
®
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD A9.6nR
CLIENT ID: 6051
ANALYST: MAO
DATE COLLECTED: 08/13/09
DATE ANALYZED: 08/19/09
DATE REPORTED: 09/17/09
/VV'VGVV
758r0633 � :
Page: 2
PARAMETERS, Uq/1
MDL
SWSL
MW-6
Mw-7
Mw-e
HW-9
MW-10
1.
Chloromethane
0,18
1.0
2.00
2.10
1.40
1.90
2.70
2.
vinyl Chloride
0.34
1.0
---
U
---
U
---
q
---
U
---
❑
3.
Bromomethane
0.26
10.0
---
U
---
U
---
U
---
U
---
D
4.
Chloroethaae
0.29
10.0
---
U
---
U
---
U
---
U
---
U
S.
Triablorafluoromethana
0.13
1.0
---
U
---
U
---
U
---
U
---
U
6.
1,1-Dichloroethane
0.14
5.0
--.
U
---
q
---
U
---
v
7•
Acetone
1.21
100.0
1.60
J
1.30
J
1.3D
d
1.60
J
1.50
J
0.
Iodomethans
0.12
10-0
---
U
_._
U
___
U
_..
❑
_-.
U
9.
Carbon Dinulride
0.14
10D.0
.--
U
---
U
---
U
---
U
---
U
ID.
Motbylene Chloride
0.14
1.0
---
U
_._
U
___
0
---
U
---
U
11.
trans-1,2-Dichloroathene
0.13
5.0
---
U
---
U
---
U
---
U
---
D
12.
1,1-Dichloroathene
0.16
5.0
---
❑
.. _
U
___
U
___
U
___
U
13.
Vinyl Acetate
0.20
50.0
---
❑
---
U
---
U
---
U
---
U
14.
Cie-1,2-Dichloroathene
0,14
5.0
---
U
..._
U
___
U
___
U
---
U
15.
2-Butanono
0.85
100.0
2.80
J
3.DO
J
2,20
J
2.2D
J
3.10
O
16.
Broftchlorometbane
0.11
3.0
---
U
---
U
---
U
---
U
-__
U
17.
Chloroform
0.13
5.p
---
U
---
U
---
U
---
U
---
U
19.
1,1,1-Trichloroetbane
0.11
1.0
---
U
--..
U
---
U
---
U
-•-
U
19.
Carbon Tetrachloride
0.13
1.0
---
D
_--
U
--.
U
---
U
U
20.
Benzene
0.16
1.0
---
U
...
U
---
U
---
0
---
U
21.
1,2-Dichloroethane
0.12
1.0
---
U
�
U
___
U
_._
U
__-
❑
22.
Trichloroethene
0,13
1.0
-.-
U
_._
U
---
U
---
U
---
U
23.
1.2-1)ichloropropene
0.17
1.0
---
v
---
U
---
U
---
U
---
v
24.
Bromodichloromethene
0.13
1.0
---
U
_._
U
___
U
_.-
U
___
❑
25.
Cie-1.3-Dichloropropene
0.17
1.0
---
U
---
U
---
U
--•
U
•--
U
26.
4-Methyl-2-Pentanone
0.60
100.0
---
U
---
D
---
U
-•-
U
---
V
27.
Toluene
0.13
1.0
---
❑
___
U
__-
U
_--
U
___
U
20.
trans-1,3-Dichlaropropene
0.14
1.0
---
❑
---
U
---
U
---
U
---
U
29.
1,1,2-Trichloroethene
0.20
1.0
---
U
•--
U
---
U
---
U
--.
U
30.
Tetrachloroathene
0.16
1.0
---
D
-
U
---
U
---
U
•--
U
31.
2-Qexanone
1.00
50.0
---
U
---
II
---
U
---
U
---
U
32.
Dibromochloromathane
0.14
3.0
---
U
-..
II
___
U
__-
U
__-
U
33.
1,2-Dibromoethene
0.13
1.0
---
U
---
U
---
U
---
U
---
U
34.
Chlorobanzone
0.13
3.0
---
U
---
U
---
U
---
U
---
U
35.
1,1,1,2-Tatrachloroethene
0.14
5.0
---
U
___
U
___
❑
---
U
___
U
36.
Ethylbenaens
0.16
1.0
--•
U
...
U
.-_
U
___
U
---
U
--37..-a:ylene
-._.._U..40
---�5_0.
.. _ _ _
U
-_.
U.-.
.. -c.U._._.__._.-----❑----
___
U
38.
Dibromomethene
0.17
10.0
---
U
_._
U
_-_
U
---
D
---
U
30,
Styrene
0.16
1.0
--•
U
---
U
---
U
---
U
---
U
40.
Bromororm
0.11
3.0
-__
0
-'-
U
---
U
_._
U
___
U
41.
1,1,2,2-Tetrachloroethane
0.16
3.0
---
U
--•
U
...
U
---
n
---
0
42.
1,2,3.Trichlorapropone
0.06
1.0
---
U
---
U
---
U
---
a
---
U
43.
1,4-Dichlorobenzone
0.21
1.0
---
U
---
U
---
U
---
U
-__
❑
44.
1,2-Dichlorobensone
0.13
5.0
---
U
___
U
__-
U
-_-
U
___.0
45.
1,2-Dibromo-3-Chloropropene
0.26
23.0
---•U
---
U
---
U
---
D
---
D
46.
Acrylonitrile
2.49
2DO.0
---
U
.
U
.__
U
___
U
-__
U
47.
trans-1,4-Dichloro-2-Butene
0.14
100.0
- ---
U
--.
U
__.
U
___
0
---
U
OJ . Between MDL and BWSL, U - Below ALL Quanititation Limita,
O
O
0

r
Environmer�t 1, Incor�or�tec�
r
®
GREENVILf,E; �N,C, ::
: .:PHONE'
. 27835=7O8S ..
FAX
®
CLIENT: DARE COUNTY (C&D SITE)
CLIENT ID:
6051
MR. RDWARD L. MANN
®
DARE CO. PUBLIC WORKS
ANALYST;
MAO
P.O. BOX 1000
DATE COLLECTEDi
08/13/09
MANTEO, NC 27954
DATE ANALYZED:
OB/19/09
DATE REPOR'TBD:
09/17/09
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260B
'
PARAMETERS, ug/1
XDL
6WSL
MW-11
MN-12
1.
chloromethane
0.1e
1.0
2.20
2.60
2.
Vinyl Chloride
0.34
1.0
---
➢
---
u
3.
Bromomethena
0.26
10.0
---
0
--
u
4.
chlornethane
0.29
10.0
---
➢
-•-
u
S.
Trichlorotluoromethane
0.13
1.0
-
u
--=
u
I.
1.1-Dichloroethene
0.14
S.D
---
u
---
U
7-
Acetone
2.21
200.0
1.90
s
1.9D
.7
D.
Todomethane
0.12
10.0
---
u
-
➢
9.
Carbon Dieul;ide
0.14
100.0
---
D
---
u
10.
Methylene Chloride
0.14
1.0
---
➢
---
➢
11.
trans-1,2-Dichlaroethene
0.13
5.0
---
u
---
u
12.
1,1-Dichloroethane
0.16
5.0
---
u
---
u
13.
Vinyl Acetate
0.70
50.0
---
u
---
➢
14.
Cia•1,2-Diehloroothene
0.14
5.0
---
u
---
a
15.
2-Butanone
0.85
200.0
4.00
d
3.40
d
16.
Bromochlaromethane
0.11
3,0
--•
D
---
u
17.,Chloroform
0.13
5.0
---
u
---
➢
1e.
1,1,1-Trichloroathene
.0.11
1.0
---
u
___
u
39.
Carbon Tetrachloride
0.13
1.0
---
➢
---
u
20,
Benzene
0.26
1.0
---
u
---
u
21.
1,2-Dichloroetha.e
1.12
1.0
---
u
---
u
22.
Trlchloroethene
0.13
1.0
---
u'
---
u
93.
1,2-Dichloropropane
0.17
1.0
--
o
-
u
24,
Bromodichloromethane
0.13
1.0
-
➢
u
25.
Cie-1,3-D1ch1oropropane
0.17
1.0
---
u
---
u
26.
4-Methyl-2-Pentanone
0.66
100.0
---
u
.--
u
27.
Toluene
0.13
1.0
---
u
---
u
2e.
Crane-1,3-Dichloropropane
0.14
1.D
---
u
---
u
99.
1.1.2-Tricbloroethane
0.20
1.0
---
u
-
u
3D.
Tetrachloroethena
0.16
1.0
---
u
---
u
31.
2-flexnnon0
1.00
50.0
---
u
---
u
32.
Dihromochloromethane
0.14
3.0
---
u
-••
u
33.
1,2-Dibramosthane
0.13
1.0
---
u
---
u
34.
Chlorobenxene
0.13
3.0
---
u
_ ••.
u
35.
1,1,1,2-Tatrachlorcethane
0.14
5.0
-•-
u
.--
u
36.
Ethylbenrene
0.16
1.0
---
u
---
u
5.0
3e.
Dibromomethane
0.17
10.0
---
➢
---
D
39.
Styrene
0.16
1.0
---
4Q.
Bronoform
0.11
3.0
---
u
---
u
41.
1,1,2,2-Tetrachloroethane
0.16
3.0
u
.._
u
42.
1,2,3-Trichloropropane
0.06
1.0
---
D
---
u
43.
1,4-Dichlorobenxone
0.21
1.0
-•-
u
---
u
44.
1,2-uichlorobanzene
0.13
5.0
---
u
---
u
45.
1,2-Dibromo-3-Chloropropane
0.26
13.0
---
u
---
u
46.
Acrylonitrile
1.49
2D0.0
---
u
---
u
47.
trane-1,4-Mchloro-2-Butene
0.14
100.0
...
D
---
➢
OJ - Between MDL and SWSL, D . Below ALL quanititation Limito.
0
O
756-0633
Page: 3

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P.O.'13OX.7065; .114 OAKMONT DRIVE:.-..: .
PHONE:
GREENVILLE, N.C. 27835-708 :.... AX
® CLIENT: DARE COUNTY (C&D SITE) CLIENT IDt 6051
MR. EDWARD L. MANN
�I DARE CO. PUBLIC WORKS ANALYST. MAO
P.O. BOX 1000 DATE COLLECTED: 10/08/09
® MANTEO, NC 279 4 DATE REPORTED: 10/28/09
REVIEWED BY.
® VOLATILE ORGANICS
EPA METHOD 8260E
0
.756-0633
Page: 1
FARAXZTBRS, u9/l
Date
MDL
Analysed
Sw9L
10/20/09
opatream
'
10/20/09
Downstream
10/20/09
KW-1
10/20/09
taw-2
10/20/09
MN-3
1.
Chloramethane
0.16
1.0
---
u
...
u
---
❑
---
Q
---
u
2.
Vinyl Chloride
0.34
1.0
---
u
---
D
---
D
..-
u
---
a
3.
Bromomethane
0.26
10.0
---
u
---
u
---
Q
D
-
a
4.
Chlorcethano
0.29
20.0
---
u
---
Q
---
u
.--
V
-.-
u
5.
TrlChlorofluoromethana
0.13
1.0
-_.
u
-_-
❑
___
Q
.--
V
---
u
G.
1,1-Dichloroethene
0.14
5.0
---
u
---
u
---
u
---
u
---
Q
7.
Acetone
1.21
100.0
3.50
a
3.10
J
2.50
J
1.40
J
1.50
J
0.
lodomethane
0.12
10.0
---
u
---
❑
---
b
---
u
---
u
9.
carbon Disulfide
0.14
100.0
a
---
V
.__
Q
..
Q
__-
❑
to.
Methylene Chloride
0.14
1.0
---
u
...
V
___
u
_-_
u
---
a
11.
trans-1,2-Dichloroethene
0.13
5.0
---
u
---
u
...
D
---
u
---
Q
12.
1,1-Diehlaroethane
0.16
5.0
---
❑
---
u
--.
u
---
u
-.-
❑
13.
vinyl Acetate
0.20
50.0
---
II
---
u
---
Q
---
Q
---
b
14.
Cis-1,2-Dichloroetheno -
0.14
5.0
___
Q
.._
❑
--_
a
...„
b
_-_
Q
15.
2-Butanone
0.95
100.0
2.40
J
4.30
J
2.40
J
1.5D
J
1.60
J
16.
Bromochloromethane
0.11
3.0
---
V
---
V
...
❑
..-
V
___'II
17.
Chloroform
0.13
5.0
---
Q
' .--.
Q
---
II
---
u
---
❑
18.
1,1,.1-Trichloroathane
D.11
1.0
---'Q
--•
Q
---
u
_.-
V
-__
u
19.
Carbon Tetrachloride
0.13
1.0
---
V
---
a
___
u
___
V
_-_
u
20.
Hen acne
0.16
1.0
...
Q
---
V
---
Q
---
u
---
Q
21.
1,2-Dichloroethene
0.12
1.0
---
O
---
D
•--
Q
---
❑
---
O
22.
Trichloroethene
0.13
1.0
---
Q
---
0
---
❑
---
0
---
u
23-
1,2-Dichloropropane
0.17
1.0
---
u
---
b
---
a
..-
0
---
V
24.
Bromodichloromethane
D.13
1.0
---
u
---
u
---
❑
---
u
---
U
25.
cis-1,3-Dichloropropene
0.27
1.0
---
u
---
a
-
u
---
u
---
❑
26.
4-Methyl-2-Pentanone
0.60
100.0
---
u
---
u
---
V
---
u
---
❑
27.
Toluene
0.13
1.0
...
a
---
V
---
u
---
u
---
U
26,
trans-1,3-Dichlorepropene
0.14
1.0
---
❑
---
Q
---
V
...
V
---
V
29.
1,1,2-Trichloroathane
0.20
1.0
---
u
---
Q
---
Q
u
u
30.
Tetrachloroethene
0.16
1.0
---
u
---
Q
---
❑
_..
Q
31.
2-Bexanone
1.00
50.0
---
u
---
Q
---
0
_--
V
---
b
32.
Dibromochloromethane
0.14
3.0
---
u
---
V
___
u
___
u
-__
❑
33.
1,2-Dibromoetheoe
0.13
1.0
---
❑
---
u
---
Q
---
u
---
u
34.
Chlorobenaene
0.13
3.0
---
u
-
Q
--
V
Q
b
35.
1,1.1,2-Tetrachloroethene
0.14
- 5.0
---
❑
---
u
___
u
---
❑
---
❑
--36.-9thylbenrene_----------_-..-.0..-16-----1-•.0.......,
---
❑
-----
V"---..-
_.---"II-
- ---------'V------------
V
37.
xylenea
D.49
5.0
---
u
---
Q
---
a
---
Q
---
u
3B-
DAbromomethan a
0.17
10.0
---
u
---
Q
-
u
---
❑
---
Q
39.
Styrene
0.16
1.0
---
u
...
0
---
Q
---
0
---
u
40.
Bromoform
D.11
3.0
---
u
---
Q
---
V
---
u
---
tl
41.
1,1,2.2-Tetrachloroethene
0.16
3.0
---
u
---
Q
---
V
---
u
---
❑
42.
1,2,3-Trichloropropane
0.06
1.0
---
u
---
u
---
b
---
Q
---
u
43.
1,4-Dichlorobansene
0.21
1.0
---
u
---
❑
---
u
---
u
---
Q
44.
1,2-Dichlorobenzen0
0.13
5.0
---
u
---
u
___
u
.__
❑
.__
p
45.
1,2-Dibroma-3-Chloropropane
0.26
13.0
---
u
...
V
_-
V
u
_
❑
46.
Acrylonitrile
1.49
200.0
---
b
---
u
---
Q
---
b
---
u
47.
trana-1,4-Dichloxo-2-Butene
0.14
100.0
---
❑
---
u
.--
9
---
❑
---
Q
® J r Between HDL and BWSL, u . Below ALL 0uanititation Limits.
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PHONE[phone]
®
GREENVILLE; N.C. 27835-7085:
..FAX (252)'756-0633
0
CLIENT: DARE COUNTY (C&D SITE)
CLIENT ID: 6051
®
MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
ANALYST: MAO
P.O. BOX 1000
DATE COLLECTED: 10/08/09 Page: 2
MANTEO, NC 27954
DATE REPORTED: 10/28/09
0 REVIEWED BY:
VOLATILE ORGANICS
® EPA METHOD 8260E
A
4
0
0
0
PARAMETERS, ng/1
Data
MDL
Analysed
SWSL
10/20/09
KW-6
10/30/09
Xw-7
10/20/09
Kw-e
10/20/09
HW-9
10/20/09
HIP-20
'
1,
Chloromethane
0.18
1.0
---
D
---
D
u
-
0
---
0
2.
Vinyl Chloride
0.34
1.0
---
Q
---
q
---
D
---
Q
---
a
3.
Bromo"ethane
0,26
10.0
---
p
---
II
.-
Q
---
Q
-
b
4.
Chloroethane
0129
10.0
---
n
---
II
---
II
---
Q
---
p
S.
Trlchlorofluoromethane
0.13
1.0
---
II
--
u
---
Q
p
D
6.
1,1-Dichloroethene
0.14
5.0
---
II
---
Q
--_
q
_._
Q
--.
p
7.
Acetone
1.21
100.0
1.60
J
1.30
J
1.90
,7
1.60
J
2,00
J
8.
rodomethane
0.22
10.0
---
D
---
q
.__
p
---
q
---
Q
9.
Carbon DLeulfide
0.14
100.0
--
p
u
.--
u
...
Q
---
D
10.
Methylene Chloride
0.14
1.0
--
II
---
0
.--
II
---
p
---
p
i1.
trans-1,2-Dichlaroethene
0.13
5.0
---
u
-.-
u
---
a
---
Q
---
Q
12.
1,1-Dichloroothans
0.16
5.0
-•-
D
---
Q
-
V
---
Q
--•
II
13.
Vinyl Acetate
0.20
50.0
---
q
---
q
-__
q
---
q
---
q
14!
CIO-1,2-DicblOroethQna
0.14
5.0
---
II
-•-
n
---
u
---
u
---
II
15,
2-Butanone
0.85
100,0
1.60
J
1.30
J
1.70
J
1.80
J
2.00
J
16.
Eromochlorcmethane
0.11
3.0
---
u
---
Q
---
u
---
Q
---
Q
17.
Chloroform
0.13
510
---
u
---
II---
Q
---
tl
---
p
18.
1,1,1-Trichloroethene
0.11
1.0
---
0
-
II
_..
a
--•
tl
---
Q
19.
Carbon Tetra6hloride
0.13
1.0
---
Q
---
Q
_._
q
___
q
_--
p
20.
benzene
0.16
1.0
---
Q
---
II
---
Q
---
II
---
u
21.
1,2-Dichloraethane
0.22
2.0
---
p
---
0
---
Q
--•
17
---
u
22.
Trichloroethene
0.13
1.0
---
p
---
Q
-_-
q
-__
Q
---
II
23.
1,2-Dichlorapropene
0.17
1.0
---
Q
---
a
---
q
---
q
---
II
24.
Bromodiohlorometbane
0.13
1.0
---
II
_--
Q
_-_
Q
___
q
_._
q
25.
Cia-1.3-Dichloropropene
0.17
1.0
___
x1
___
q
___
q
.__
a
___
q
26.
4-Methyl-2-Pentanone
0.60
100.0
---
II
---
u
---
u
---
0
-•-
D
21.
Toluene
0.13
1.0
---
u
---
0
---
Q
.._
Q
_--
q
28.
trans-1,3-13ichlorepropene
0.14
1.0
.--
Q
_..
tl
q
29.
1,1,2-Trichloroethene
0.20
1.0
---
Q
---
u
-•-
0
---
u
---
u
30,
Tetrachloroethene
0.16
1.0
---
II
---
q
---
Q
Q
...
u
31.
2-Hexanone.
1.00
50.0
---
Q
...
p
---
0
---
0
---
u
32.
DibromaChlaromethano
0.14
3.0
---
u
---
0
---
u
---
II
-
u
33.
17Dibromoethane
0.13
1.0
---
Q
.--
Q
---
o
....
U
---
0
34.
Chlorobanzane
0173
3.0
---
u
-•-
0
__
q
___
q
---
p
35.
1,1.1,2-Totrachloroethane
0.14
5.0
---
0
...
Q
_._
q
___
q
___
u
36r-Ethy-lbenzene
---------------------0-16--•---I:O----
­--
q.
__._D..._
....-----II--------------p------
:_:
D
37.
Xylenee
0.48
5.0
---
u
---
D
---
II
---
tl
---
II
38.
Dibromomethane
0.17
10.0
---
II
---
0
---
u
---
Q
---
II
39.
Styr eae
0.16
1.0
---
Q
...
Q
u
.-.
II
.._
U
40.
Bromoform
0.11
3.0
---
II
---
p
q
___
q
---
Q
41,
1,1,2,2-Tetrachloroethane
0.16
310
---
V
---
b
---
u
---
D
---
p '
42.
1,2.3-Tcichloropropeno
0.06
1.0
_--
q
.__
Q
___
q
___
u
_.-
Q
43.
1,4-nichlorobanrene
0.21
1.0
---
p
---
D
---
p
---
II
---
p
44.
1,2-nLchlorobencena
0.13
5.0
---
u
---
Q
---
q
45.
1,2-nlbromo-3-Chloropropene
0.26
13.0
---
Q
---
Q
___
Q
_-_
q
___
u
46.
ecrylonitrile
1.49
200.0
---
u
---
u
___
Q
--_
p
_._
tl
47.
tram-1,4-Dichloro-2-Butene
0.14
100.0
.--
u
---
Q
...
u
---
q
---
tl
0 J . Between MDL and 9W8L. D . Eel Ow ALL Duanititation Limit,.
0
0
0

0
"li. A
P.O. 6pX 7085, 114'OAKIM f DRIVE
GREENVILLE N.C. 27835 7085
CLIENT: DARE COUNTY (CAD SITE)
® MR. EDWARD L. MANN
DARE CO. PUBLIC WORKS
P.Q. BOX 1000
® MANTEO, ;ZC254
® REVIEWED BY:
® VOLATILE ORGANICS
EPA METHOD 8260B
FAX [phone] .
CLIENT "ID: 6051
ANALYST: MAO
DATE COLLECTED: 10/08/09 Page: 3
DATE REPORTED: 10/28/09
PARA► ZTERS, ug/l
Date
MDL
Analyzed
SN&L
10/21/09
SSW-21
10/21/09
UN-12
10/21/09
Trip
Blank
1.
Chloromathane
0.20
1.0
---
U
---
U
..._
13
2.
Vinyl Chloride
0.34
1.0
---
U
•--
D
---
U
3.
Bromomathane
0.26
10.0
---
U
••-
U
---
v
4.
Chloroethane
0.29
10.6
---
v
___
U
---
v
S.
Trichloroiluoromethans
0.13
1 1.0
---
U
---
U
---
U
6.
1,1-Dichloroethene
0.14
5.0
---
v
---
U
---
U
7.
Acetone
1.21
100.0
2.00
J
1.60
J
---
U
8.
icdomethsne
0.12
10.0
---
U
---
v
---
U
9,
Carbon Dlsulfide
0.14
100.0
---
v
---
U
---
U
10.
adathylene Chloride
0.14
1.0
---
U
-_-
U
--_
v
11.
trans-1,2_Dichloroethene
0.13
5.0
---
v
___
U
___
U
12.
1,1-Dichloroethene
0.16
5.0
---
U
---
0
---
v
13.
Vinyl Acetate
0.20
50.0
---
v
---
U
---
U
14.
Cis-1,2-Dichloroethene
0.14
5.0
---
U
---
U
___
U
15,
2-Butanone
0.85
100.0
1.70
J
1.40
J
---
v
16.
Bromochioromethene
0.11
3.0
---
U
---
U
---
v
17,
Chloroform
0.13
3.0
--
U
--
U
_.
v
18.
1,1,1-Trichloroethans
0.11
1.0
---
U
---
U
---
v
19.
Carbon Tetrachloride
0.13
2.0
---
D
___
U
___
v
20.
Benzene
0.16
1.0
---
v
---
v
---
U
21.
1,2-Dichloroethene
0.12
1.0
---
U
---
U
---
U
22.
Trichloroethene
0.13
1.0
---
v
-•-
U
---
v
23.
1.2-Dichloropropane
0.17
1.0
---
U
---
U
---
v
24.
Bromedichloromethane
0.13
1.0
---
U
---
U
---
n
25.
Cis-1,3-Dichlbropropene
0.17
1.0
---
v
---
v
---
U
26,
4-Methyl-2-Pentanone
0.68
100.0
---
U
---
U
v
37.
Toluene
0.13
1.0
---
U
---
v
---
U
28.
trans-1,3-Diehloropropene
0.14
1.0
---
U
.-.
U
---
D
29.
1,1,2-Trichloroethane
0.20
1.0
--
U
U
---
v
30.
Tatrachloroethene
0.16
1.0
---
v
---
U
---
D
31.
2-Aexanone
2.00
$0.0
---
U
---
v
---
U
32.
Dibromoohloromethane
0.14
3.0
---
U
---
U
---
U
37.
1,2-Dibromoethano
0.13
1.0
---
U
---
U
---
v
34,
Chloroben2ene
0,13
3.0
---
U
---
U
___
U
35.
1,1,1,2-Tatrachloroethane
0.14
5.0
---
U
---
v
---
v
34.
Ethylbenzene
0.16
0.48
1.0
S.0
---
---
0---
0
---
U
-
U
31. rylenes
38.
Dibromomethane
0.17
10.0
---
U
___
U
___
U
39.
Styrene
0.16
110
---
v
---
v
---
v
40.
Bromoform
0.11
3.0
---
v
---
v
---
0
41.
1,1,2.2-Tetrachloroethene
0.16
3.0
---
v
_._
U
___
U
42.
1,2,3-7richloropropane
0.06
1.0
•--
U
___
v
___
U
43.
1,4-Dichlorobanzene
0.21
1.0
---
U
---
U
- ---
U
44,
1,2-Dichlorobenzene
0.13
3.0
---
U
•--
0
---
U
45.
1.2-Dibromo-3-Chloropropene
0.26
23.0
---
U
...
U
---
v
46.
Aerylonitrila
1.49
200.0
---
U
---
v
---
v
47.
trano-1,4-Diebloro-2-Butene
0.24
100.0
---
U
---
v
---
U
OJ.- Between t4DL and 8WSL, v . Below ALL Quanititation Limits.
O

f

44444®®®4444®44444®OQ®O®4®®®®44®®A®®4®®®®©®®

North Carolina Department of Environment and Natural Resources
Division of WatE r Quality
Beverly Eaves Perdue Coleen H. ullins
Governor Director
June 17, 009
Terry Wheeler
Dare Co - C & D Landfill Borrow Pit
PO Drawer 1000
Manteo, NC 279541000
Subject: NPDES Sto mwater Permit Coverage Renewal
Date Co - C & D Landfill Borrow Pit
CO Number NCG020596
Da ,e County
Dear Permittee:
Dee Freeman
Secretary
Your facility is currently covered for stormwater discharge under General Permit NCG020000. This permit expires on
December 31, 2009, The Division staff is currently in the proces of renewing this permit. When a draft is available for
notice and public comment, it will be posted on our website at h p://h2o.enr.state,nc.us/su/publicnotice.htm. Please
continue to check this website to review and comment on proposed changes to the permit. Once the permit is reissued,
your facility would be eligible for continued coverage under the reissued permit.
To assure consideration for continued coverage under the gene r I permit, you must apply to the Division of Water Quality
(DWQ) for renewal of your permit. Enclosed you will find a Per it Coverage Renewal Application Form (Side One of
attached sheet). Letters confirming our receipt of
the completed app ication will not be sent.
Failure to request renewal within the.time period specified, may r suit in a civil assessment of at least $250.00. larger
penalties may be assessed depending on the delinquency of the request. Discharge of stormwater from your facility
without coverage under a valid stormwater NPDES permit would constitute a violation of NCGS 143-215.1 and could result
in assessments of civil penalties of up to $25,000 per day.
"No exposure exclusion" is now available to industrial facilities in any of -the categories of "storm water discharges
associated with industrial activity," (except construction activities). If you feel your facility can certify a condition of "no
exposure", i.e. the facility industrial materials and operations are not exposed to stormwater, you can. apply for the no
exposure exclusion. For additional information contact the Central Office stormwater Staff member listed below or check
the Stormwater Permitting Unit Web Site at http'Hh2c,enr.state.nc.us/su/Noexpexempt.htm.
If the subject stormwater discharge to waters of the state has b en terminated, please complete the enclosed Rescission
Request Form (Side Two of attached sheet). Mailing instruction can be found on'the bottom of the form. You will be
notified when the rescission process has been completed.
Please not that the attached sheet has two different forms (fr
Two for permit rescission. Only one side should be completed.
If you have any questions regarding the permit renewal
stormwater Permitting Unit at [phone].
Sincerely, _ T
Bradley Bennett
Supervisor, Stor
1617 Mail Service Center. Ralegh, North Carolina 27699-1617
Location: SU N. Salisbury 5t. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
and back). Fill out Side One for permit renewal or Side
please contact Jennifer Jones of the Central Office
Permitting Unit
NorthCarolina
An Equal opportunity 1 ARirmahe Action Employer

y Permit Coverage
4 Renewal Application Form
National Pollutant Discharge Elimination S-
Stormwater General Permit NCG0200(
Certificate of Coverage Number
NCGO20596
The following is the information currently in our database for your faciity. Please review this information carefully and make ail
corrections/ additions as necessary in the space provided.to the right �f the current information. This form is for Permit Renewal.
Owner Affiliation Information: *Reissued Permit will be mailed i
Owner / Organization Name: paftfnenL-
Owner Contact: �eeLCIP
Mailing Address: PO Drawer .1000
Manteo, NC 279541000
Phone Number: - .
Fax Number: -Y52-441-22-39
E-mail address:
Facility/Permit Contact Information
Facility Name:
Dare Co - C & D Landfill Borrow
Facility Physical Address:
US Hwy 264
Manteo, NC 27954
Facility Contact:
Edward L Mann
Mailing Address:
PO Drawer 1000
Manteo,NC 279541000
Phone Number:
252-475-5888.Ext.
Fax Number:
252-473-5218
E-mail address:
Discharge Information:
Receiving Stream: Sandy Ridge Gut (Sawyer Lake)
Stream Class: C;Sw,ORW -
Basin: Pasquotank River Basin,
Sub -Basin: 03-01-51
Number'of Outfalls:
Types o[•DischaCoe /Activities (Check all that are appiisable):
13 Stormwater from Land Disturbing Activities and Process Areas
❑,Stormwater from Vehicle Maintenance Areas
9 Mine Dewartering Wastewater Discharge
the owner address
'rvlyG i"C
�13�3r1 iti 7-1 E.0
L cLSQf[f/et• f}Q4Z,Lk- ,C64
Wastewater from Sand/Gravel Mining
Overflow from Process. Recycle System
Other - Note Type
Impaired WatersrrMDL
Does this facility discharge to waters listed as impaired or waters with finalized TMDL? 0 Yes O'No ❑ Don't Know
for information on these waters refer to http.//h2o. enrstate.nc.us/su/Impaf d Waters TMDL/
CERTIFICATION
I certify that I am familiar with the information contained in the
belief such information is true, complete and accurate.
Signature
Print or type name of person signing above
placation and that to the best of my knowledge and
Date
� i1Gl', ILJo�' TC4 4
Title
S . General Permit Coverage Renewal
Please return this completed renewal application form to: St rmwater Permitting Unit
1 17 Mail Service Center
R leigh, North Carolina 27699-1617

i
WARRANT # DARE COUNTY
CHECK #
CHECK VOUCHER
Finance Use Only., ``]]01
This instrument has been preaudited in the manner required by the Local Government Budget And Fiscal Control Act.
Finance OfFcer/Asst Finance Officer
Date Due 7/30/09
Routing
Vendor # 11005 Vendor Name NCDENR
Address
Does vendor have different remit address?
(new vendor only)
Description: ANNUAL PERMIT
PO #
INVOICE #
TOTAL LESS TAX
NON TX AMT
SALES TAX
INVOICE TOTAL
PO LIQ AMT
ACCT #
NCG020596
100.00
100.00
100.0
047�,0-510900
'
ly
I}
i�
100.00
100 .ao
0.0000
100.0
�:..........:.....:::.......:...::°.
The disbursement herein requested is for an obligation properly incurred with any related contract
being properly executed, is a proper charge against the accounts indicated, and such obligation has
not been the asis of any previo isbursement.
This day of 1 14 A, , 20.2.q
Signature
00000®DODO 00Gas 000000••••*00s®file ee000

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
INVOICE
Annual Permit Fee
4730 5i09od, e
This annual fee is required by the North Carolina Administrative Code. It covers the administrative costs associated with your
permit. It is required of any person holding a permit for any time during the annual'fee period, regardless of the facility's operating
status. Failure to pay the fee by the due date will subject the permit to revocation. Operating without a valid permit is a violation
and is subject to a $ 10,000 per day fine. If the permit is revolted and you later decide a permit is needed, you must reapply, with the
understanding the permit request may be denied due to changes in environmental, regulatory, or modeling conditions.
Permit Number: NCG020596
Dare County
Dare Co - C & D Landfill Sorrow Pit
Edward L. Mann
Dare County Water Department
PO Drawer 1000
Mantes, NC 27954-1000
Annual Fee Period: 2009-07-01 to 2010-06-30
Invoice Date: 07/17/09
Due Date: 08/16/09
Annual Fee: $100.00
Notes:
1. A S25.00 processing fee will be charged for returned checks in accordance with the North Carolina General Statute 25-3-512.
2. Non -Payment of this fee by the payment due date will initiate the permit revocation process.
3. Remit payment to:
NCDENR - Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
4. Should you have any questions regarding this invoice, please contact the Annual Administering and Compliance Fee Coordinator at
919-807-6321,
(Return."�hisTort op:With Check)
. . ' ... inuwurnuenunr�uusuuwrmnurrurnuwuunnnur
ANNUAL PERMIT INVOICE
Permit Number: NCG020596
Dare County
Dare Co - C & D Landfill Bow Pit
Edward L. Mann
Dare County Water Department
PO Drawer 1000
Mantes, NC 27954-1000
2 0 0 9 P R 0 0 7 3 0 4
Annual Fee Period: 2009-07-01 to 2010-05-30
Invoice Date: 07/17/09
Due Date: 08/16/09
Annual Fee: $100.00
Check Number:

STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000.
TO DISCHARGE STORMWATER, MINE DEWATERING, AND PROCESS WASTEWATER
UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIM NATION -SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission and the Federal Water Pollution Control Act, as amended, this permit
is hereby issued to all owners or operators, hereafter permittees, which are covered by this permit
as evidenced by receipt of a Certificate of Coverage by the Environmental Management
Commission to allow the discharge of stormwater, mine dewatezing wastewater, and process
wastewater to the surface waters of North Carolina or to a separate storm sewer system
conveying discharges to surface waters in accordance with the terms and conditions set forth
herein.
Coverage under this general permit is applicable to:
• Stormwater point source discharge outfalls , associated with reining and quarrying of
nonmetallic minerals (except fuels), land disturbance, and vehicle maintenance.
• Mine dewatering wastewater discharge,. outfalls.
• Wastewater discharge outfalls from sand and/or gavel operations.
• Nondischarging closed loop recycle systems.
• Process recycle wastewater discharge. outfalls.
The following activities and their associated discharges are specifically excluded from coverage
under this General Permit: borrow pits covered by ,the DOT statewide stormwater permit, peat
mining, coal mining, metal mining, oil and gas extraction operations, and combined
mining/asphalt operations (where the asphalt operation is not covered by a separate permit).
The General Permit shall become effective on January 19, 2005.
The General Permit shall expire at midnight o-IDecernber 31, 20Q9'
Signed this day January 19, 2005.
Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

Perrimit No. NCG020000
3. When an Individual Permit May be Required
4. When an Individual Permit May be Requested
5. Signatory Requirements
6. General Permit Modification, Revocation and Reissuance, or
Termination
7. Certificate of Coverage Actions
Section C: Operation and Maintenance of Pollution Controls
1, Proper Operation and Maintenance
2. Need to Halt or Reduce not a Defense
3. Bypassing of Wastewater or Stormwater Control Facilities
Section D: Monitoring and Records
1.
Representative Sampling
2.
Recording Results
3.
Flow Measurements
4.
Test Procedures
5.
Non-Stormwater Discharges
6.
Representative Outfall
7.
Records Retention
8.
Inspection and Entry
Section E: Reporting
Requirements
1.
Discharge Monitoring Reports
2.
Submitting Reports
3.
Availability of Reports
4.
Non-Stormwater Discharges
5.
Planned Changes
6.
Anticipated Noncompliance
7.
Bypass
8.
Twenty-four Hour Reporting
9.
Other Noncompliance
10.
Other Information ...--- ==
PART V LIMITATIONS REOPENER
PART VI ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS .
PART VU DEFINITIONS
ii

Permit No. N00020000
SECTION B: PERMITTED ACTIVITIES
Until this permit expires or is modified or revoked, the permittee is authorized to discharge
stormwater, mine dewatering and process wastewater to the surface waters of North Carolina or a
separate storm sewer system which has been adequately treated and managed in accordance with
the terms and conditions of this General Permit. All discharges shall be in accordance with the
conditions of this permit.
Any other point source discharge to surface waters of the state is prohibited unless it is an
allowable non-stormwater discharge or is covered by another permit, authorization or approval.
The discharges allowed by this General Permit shall not cause or contribute to violations of
Water Quality Standards. Discharges allowed by this permit must meet applicable wetland
standards as outlined in 15A NCAC 2B .0230 and .0231 and water quality certification
requirements as outlined in 15A NCAC 2H .0500.
This permit does not relieve the permitee from responsibility for compliance with any other
applicable federal, state or local law, rule, standard, ordinance, order or decree.
Part I Page 2 of 2

Permit No. NCG020000
Existing, new and expanding treatment facilities shall be subject to the following operational
requirements.
SECTION B: REQUIREMENTS FOR OPERATION OF A TREATMENT FACILITY
1. Operation and maintenance of treatment facilities must be in accordance with the
requirements in this General Permit. For the purposes of this permit no documentation
other than a signed Certificate of Coverage is required to operate an existing treatment
facility. New facilities must also have an Authorization to Construct permit.
2. Diversion or bypass of untreated wastewater from a treatment facility is prohibited except
under provisions of this permit in Part IV, Section C.3.
3. In the event that a facility fails to perform satisfactorily, including the creation of
nuisance conditions, the pennittee shall take immediate corrective action, including those
actions that may be required by this Division, such as the construction of additional or
replacement treatment or disposal facilities.
4. The issuance of this permit shall not relieve the permittee of the responsibility for
damages to surface waters of the State resulting from the operation of a treatment facility.
5. Any discharge from a treatment system to groundwater must protect the groundwater
standards specified in 15A NCAC 2L, Groundwater Classification and Standards.
6. Any groundwater quality monitoring, as deemed reasonably necessary by the Division,
shall be provided.
7. No chemical flocculants shall be used in the treatment'facility without written
authorization from the Division.
8. Ail discharges of mine dewatering wastewater and process wastewater will be monitored
in accordance with Part III, Section C of this permit.
Part II Page 2 of 2

Permit No. NCG020000
accordance with NCGS Chapter 74, Article 7., it shall no longer be subject to this general
Q permit.
O 5. Preventive Maintenance Inspections and Good Housekeeping Practices. Equipment
utilized during mining, activity on a site must he operated and maintained in such a
® manner as to prevent potential or actual pollution of the surface water or ground waters of
O the state. Fuels, lubricants, coolants, and hydraulic fluids, or any other petroleum
® products, shall not be discharged on the ground or into surface waters. Spent fluids shall
be disposed of in a manner so as not to enter the surface waters or ground waters of the
state and in accordance with applicable federal disposal regulations. Any spilled fluids
® shall be cleaned up to the maximum extent practicable and disposed of in a manner that
does not allow their entry into the surface waters or ground waters of the state.
b. Secondary Containment. The permittee shall provide secondary containment for bulk
storage of liquid materials, storage of Section 313 of Title III of the Superfund
Amendments and Reauthorization Act (SARA) water priority chemicals, or storage of
hazardous liquids substances to prevent leaks and spills from contaminating stormwater
runoff. If the secondary containment devices are connected directly to stormwater
conveyance systems, the connection shall be controlled by manually activated valves or
other similar devices (which shall be secured with a locking mechanism) and any
stormwater that accumulates in the containment area shall be at a minimum visually
observed for color, foam, outfall staining, visible sheens and dry weather flow, prior to
release of the accumulated stonnWater. Accumulated stormwater shall be released if
® found to be uncontaminated by the material stored within the containment area.
SECTION B. ANALYTICAL AND QUALITATIVE MONITORING REQUIREMENTS
FOR DISCHARGES COMPOSED ENTIRELY OF STORMWATER
a Analytical monitoring for stormwater discharges shall be performed for parameters as specified
in Tables 1 through 4. All analytical monitoring shall be performed during a representative storm
® event as defined in Part VU. For each parameter, the arithmetic mean of all analytical sampling
® results collected during the term of the permit may be calculated for each individual outfall and
compared to the cut-off concentrations listed in Tables 2 and 4. If the arithmetic mean is less
® than the specified cut-off concentration for a given parameter, the facility is not required to
continue annual monitoring for that parameter (at that outfall) until the last year of the permit
® unless a significant change in facility operations or configuration occurs. If a cut-off
concentration results in discontinued analytical monitoring at an individual discharge outfall, the
permittee is required to maintain facility operations that ensure the continuation of stormwater
runoff quality. The permittee must perform analytical sampling during the first. and last year of
the permit term regardless of cut-off concentration conditions.
In situations where stormwater runoff is controlled by some type basin or retention/detention
pond, the following provisions are applicable for sample collection for analytical monitoring:
• Analytical monitoring for stormwater discharges from a basin or other similar control
structures must be performed within the first 30 minutes of discharge.
Part III Page 2 of 9

Permit No. NCG020000
2. - Analytical Monitoring for On -site Vehicle Maintenance.
Facilities which have any on -site vehicle maintenance activity that uses more than 55
gallons of new motor oil per month when averaged over the calendar year shall perform
analytical monitoring as specified below in Table 3. This monitoring shall be performed
at all outfalls which discharge stormwater runoff from the vehicle maintenance areas.
Table 3. Analytical Monitoring Requirements for Stormwater Discharges from On -Site
Vehicle Maintenance Areas
Discbarge Characteristics ';
` . Unl><ts :;�.•Measurernent
,
Frequency
':Sample; ,
T e1
;Sample
Location2
H
s.u.
Annually
Grab
SDO
Oil and Grease
mg/1
Annually
Grab
SDO
Total Sus ended Solids
mg __
Annually
Grab
SDO
Total Rainfa113
inches
Annually
Grab
--
Event Duration3
minutes
Annually
Grab
--
Total Flow3 .
MG
Annually
I Grab
SDO
Footnotes:
I The sample is collected within the first 30 minutes of discharge.
Sample Location: samples shall be collected at each stormwater discharge outfall (SDO) that discharges stormwater runoff from
area(s) where vehicle maintenance activities occur.
3 Total Flow shall be; (a) measured continuously, (b) calculated based on the amount of area draining to the outfall, the amount of built -
upon (impervious) area, and the total amount ofrainfall, or (c) estimated by the measurement of flow at 20 minute intervals during the
rainfall event. Total precipitation and duration of the rainfall event measured shall result from the sampled representative storm event.
Table 4. Cut-off Concentrations for -On -Site Vehicle Maintenance Activities
Dischar a Cbaracteristics '''.Cut
off Concentra#i6n' ,
pHl
within range the 6.0 — 9.0
Oil and Grease
30 m
Total Suspended Solids
100 mg/l
Footnotes:
1 pH cannot be averaged due to the nature of the logarithmic pH scale. The most recent pH sample result shall be used for cut-off
concentration purposes.
3. Qualitative Monitoring for Stormwater Discharges from Land Disturbance Areas,
Process Areas and Vehicle Maintenance Areas.
Qualitative monitoring requires a visual inspection of all stormwater outfalls with
stormwater runoff from land disturbance, process or vehicle maintenance areas regardless
of representative outfall status or cut-off concentrations and shall be performed as
specified below in Table 5. No analytical tests are required.
Part III Page 4 of 9

Permit No. NCG020000
Alternative site specific pumping and monitoring regimes may be approved by the Division on a
case -by -case basis.
The discharge of Mine- dewatering wastewater that is directly pumped from the pit through an
erosion and sedimentation control structure prior to discharging to surface waters is not required
to receive an authorization to construct in accordance with Part H, Sections A and B. Mine
dewatering wastewater discharges which requires additional treatment other than erosion and
sedimentation control structures are subject to the authorization to construct requirement.
Analytical monitoring of mine dewatering wastewater shall be performed as specified below in
Table 6. For each parameter, an effluent limitation is contained in Table 9. An exceedence of any
of these limitations is a violation of the permit conditions and maybe subject to enforcement
action as specified in Part N, Section A.2 of this permit.
Table 6. Monitoring Requirements for Mine Dewatering Wastewater
Discharge;
Characteristics"' �.
Units
,'Measuret'tient'
.-JF're' uenc 1
; ''Sample' ': ;
-Type?
-SampWn,'� a
L6catton3.::
H
S.U.
Quarterly
Grab
E
Settleable Solids
mul
Quarterly
Grab
E
Total Suspended Solids5
mg/1
Quarterly
Grab
E
Turbidity
NTU
Quarterly
Grab
E or U,D
Fecal Coliform6
col/ml
Quarterly
Grab
E
Total Flow4
MG
Quarterly '
-
E
Footnotes:
1 The monitoring frequency is quarterly unless the effluent limitation in Table 9 is exceeded at which time
monthly monitoring will be required for that parameter for the remaining permit term.
2 A grab sample is not required for pH and TSS from a basin/ pond designed to contain or treat mine dewatering
wastewater that results from rainfall in excess of 10-yr, 24-hr storm (this exemption is not available for mine
dewatering of clay pits).
3 Sample Location: E — Effluent, U — Upstream, D — Downstream
4 Total Flow volume shall be recorded by a continuous flow measurement instrument. Alternatively, pump curves
and pump logs may be used as a means to calculate flow volume.
5 Only facilities mining Industrial Sand are required to monitor for this parameter.
6 Only facilities discharging to waters classified as SA waters are required to monitor for this parameter
2. Wastewater Associated With Sand/Gravel Mining
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge wastewater from mining of sand and/or gravel operations.
For the purposes of this permit, wastewater from mining of sand and/or gravel -is water that that
Part III Page 6of9

Permit No. NCG020000
designed to exclude stormwater runoff from draining into the system. Authorization to construct
and operate requirements (Part 11, Sections A and B) are not applicable to this type of process
wastewater operation.
No analytical monitoring is required for overflow_ from closed loop process recycle wastewater
systems designed tooperate with two feet of freeboard.
4. Overflow From Other Process Recycle Wastewater Systems
During the period beginning on the effective date of the permit and lasting until expiration, the
permittee is authorized to discharge overflow from the following process recycle wastewater
systems that are not designed as closed loop recycle systems with two feet of freeboard:
a) Sand, Gravel and Stone Washing Operations
b) Dimension Stone Cutting Operations
c) Air Scrubbing and Dust Control Operations
Analytical monitoring of overflow from process recycle wastewater systems that are not designed
as closed loop recycle systems with two feet of freeboard shall be performed as specified below in
Table 8. For the purposes of this permit, overflow refers to a discharge of process wastewater as a
result of a precipitation event. These systems don't meet the requirements for closed loop recycle
systems and are not designed and operated with two feet of freeboard. Authorization to construct
and operate requirements (Part H, Sections A and B) are.applicable to this type of process
wastewater operation.
Table S. Monitoring Requirements for Overflow From Process Recycle Wastewater Systems
Discharge c ,;; �K�'
liar' acteri§tics'r ;
.Un
e
f.Fre ue c14w
, e ,iits
'
ample
Location'3
H
S.U.
Quarterly
Grab
E
Settleable Solids
ml/l
Quarterly
Grab
E
Total Suspended Solids5
m 1
Quarterly
Grab
E
Turbidity
NTU
Quarterly
Grab
E or U,D
Total Flow4
MG
Quarterly
-
E
Footnotes:
1 The monitoring frequency is quarterly unless the effluent limitation in Table 9 is exceeded at which time monthly
monitoring will be required for that parameter for the remaining permit term
2 A grab sample is not required for pH and TSS-fcz-n a basin) pond designed to contain or treat process wastewater
that results from rainfall in excess of I0-yr, 24-hr storm.
3 Sample Location: E — Effluent, or combined (U — Upstream, D — Downstream)
4 Total Flow volume shall be recorded by a continuous flow measurement instrument. Alternatively, pump curves
and pump logs maybe used as a means to calculate flow volume.
S Only facilities mining Industrial Sand are required to monitor for this parameter,
Part III Page 8 of 9

Permit No. NCG020000
PART IV STANDARD CONDITIONS FOR NPDES STORMWATER GENERAL
PERMITS
SECTION A: COMPLIANCE AND LIABILITY
1. Compliance Schedule
a. The permittee shall comply with Limitations and Controls specified for stormwater
discharges in accordance with the following schedule:
(1) For Discharge From Process Areas and Vehicle Maintenance Activities:
(a) Existing Facilities with First Stormwater Permit. Develop and implement BMPs
and stormwater controls as appropriate within the first 12 months of permit
coverage.
(b) Proposed Facilities. Develop and implement BMPs and stormwater controls, as
appropriate prior to beginning mining operations.
(2) For Discharges From Land Disturbance Activities:
(a) Existing Facilities with First Stormwater Permit. Implement BMPs and
stormwater controls as appropriate, on the effective date of permit coverage.
(b) Proposed Facilities. Develop and implement BMPs and stormwater controls as
appropriate prior to beginning land disturbance activity.
b. The permittee shall comply with Effluent Limitations for wastewater discharges by the
effective date of the permit unless otherwise specified in the permit.
2. Duty to Comply
The permittee must comply with- all conditions of this general permit. Any permit
noncompliance constitutes a violation of the Clean Water Act and is grounds for
enforcement action; for certificate of coverage termination, revocation and reissuance, or
modification; or denial of a certificate of coverage upon renewal application.
a. The permittee shall comply with standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants within the time
provided in the regulations that establish these standards or prohibitions, even if
the permit has not yet been modified to incorporate the requirement.
b. The Clean Water Act provides that any person who violates section 301, 302, 306,
307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing
any such sections in a permit issued under section 402, is subject to a civil penalty not
to exceed $27,500 per day for each violation. Any person who negligently violates
such sections, or any permit condition or limitation is subject to criminal penalties of
$2,500 to $25,000 per day of violation, or imprisonment for not more than 1 year, or
Part IV Page 1 of 11

Permit No. NCG020000
215.3,143-215.6A, 143-215.6B, 143-215.6C or Section 309 of the Federal Act, 33 USC.
1319. Furthermore, the permittee is responsible for consequential damages, such as fish
kills, even though the responsibility for effective compliance may be temporarily
suspended.
5. Oil and Hazardous Substance Liabiii
Nothing in this general permit shall be construed to preclude the institution of any legal
action or relieve the permittee from any responsibilities, liabilities, or penalties to which
the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the
Federal Act, 33 USC 1321.
6. Property Rights
The issuance of this general permit does not convey any property rights in either real or
personal property, or any exclusive privileges, nor does it authorize any injury to private
property or any invasion of personal rights, nor any infringement of Federal, State or local
laws or regulations.
7. Severability
The provisions of this general permit are severable, and if any provision of this general
permit, or the application of any provision of this general permit to any circumstances, is
held invalid, the application of such provision to other circumstances, and the remainder
0 of this general permit, shall not be affected thereby.
0
m 8. Duty to Provide Information
e The permittee shall furnish to the -Director, within a reasonable time, any information
0 which the Director may request to determine whether cause exists for modifying,
O revoking and reissuing, or terminating the certificate of coverage issued pursuant to this
O general permit or to determine compliance with this general permit. The permittee shall
also furnish to the Director upon request, copies of records required to be kept by this
4D general permit.
9. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to be maintained under this
general permit shall, upon conviction, be punished by a fine of not more than $10,000 per
violation, or by imprisonment for riot mor-�an two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person
under this paragraph, punishment is a fine of not more that $20,000 per day of violation,
or by imprisonment of not more than 4 years, or both.
10. Penalties for Falsification of Reports
Part IV Page 3 of 1 I

Permit No. NCG020000
C. Effluent limitations are promulgated for the point sources covered by this general
permit;
f. A water quality management plan containing requirements applicable to such
point sources is approved after the issuance of this general permit.
g. The Director determines at his own discretion that an individual permit is
required.
4. When an individual Permit May be Requested
Any permittee operating under this general permit may request to be excluded from the
coverage of this general permit by applying for an individual permit. When an individual
permit is issued to an owner/operator the applicability of this general permit is
automatically terminated on the effective date of the individual permit.
5. Signatory Requirements
All applications, reports, or information submitted to the Director shall be signed and
certified.
a. All notices of intent to be covered under this general permit shall be signed as
follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of
this Section, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a
principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager
of one or more manufacturing production or operating facilities employing
more than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority to sign
documents has been assigned or delegated to the manager in accordance
with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the
proprietor, respectively; or
(3) For a municipality, State, Feral, or other public agency: by either a
offi
principal executive cer or ranking elected official.
b. All reports required by the general permit and other information requested by the
Director shall be signed by a person described above or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
Part IV Page 5 of 1 I

Permit No. NCG020000
2.
3
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the
permittee to achieve compliance with the conditions of this general permit. Proper
operation and maintenance also includes adequate laboratory controls and appropriate
quality assurance procedures. This provision requires the operation of back-up or
auxiliary facilities or similar systems which are installed by a permittee only when the
operation is necessary to achieve compliance with the conditions of the general permit.
Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with
the condition of this general permit.
Bypassing of Stormwater or Wastewater Control Facilities
Bypass is prohibited and the Director may take enforcement action against a permittee
for bypass unless:
a. Bypass was unavoidable to prevent loss of life, personal injury or severe property
damage; and
b. There were no feasible alternatives to the bypass, such as the use of auxiliary
control facilities, retention of stormwater or maintenance during normal periods of
equipment downtime.or dry weather. This condition is not satisfied if adequate
backup controls should have been installed in the exercise of reasonable
engineering judgment to prevent a bypass which occurred during normal periods
of equipment downtime or preventive maintenance; and
The permittee submitted notices as required under Section E of this part.
If the Director determines that it will meet the three conditions listed above, the Director
may approve an anticipated bypass after considering its adverse effects.
SECTION D: MONITORING AND RECORDS
1. Representative Sampling
.�:
Samples collected and measurements taken, as required herein, shall be characteristic of
the volume and nature of the permitted discharge.. Analytical sampling shall be
performed during a representative storm event. Samples shall be taken on a day and time
that is characteristic of the discharge. All samples shall be taken before the discharge
joins or is diluted by any other waste stream, body of water, or substance. Monitoring
points as specified in this permit shall not be changed without notification to and
approval of the Director.
Part IV Page 7 of 11

Permit No. NCG020000
a representative outfall status. If it is established that the stormwater discharges are
substantially identical and the permittee. is granted representative outfall status, then
sampling requirements may be performed at a reduced number of outfalis.
7. Records Retention
Qualitative monitoring shall be documented and records maintained at the facility.
Copies of analytical monitoring results shall also be maintained on -site. The permittee
shall retain records of all monitoring information, including all calibration and
maintenance records and all original strip chart recordings for continuous monitoring
instrumentation, and copies of all reports required by this general permit for a period of at
least 5 years from the date of the sample, measurement, report or application. This period
may be extended by request of the Director at any time.
8. Inspection and Entry
The permittee shall allow the Director, or an authorized representative (including an
• authorized contractor acting as a representative of the Director), or in the case of a facility
which discharges through a municipal separate storm sewer system, an authorized
representative of a municipal operator or the separate storm sewer system receiving the
discharge, upon the presentation of credentials and other documents as may be required
by law, to;
® a. Enter upon the permittee's premises where a regulated facility or activity is located
or conducted, or where records must be kept under the conditions of this general
permit;
0 b. Have access to and copy, at reasonable times, any records that must be kept under
the conditions of this general permit;
® C. Inspect at reasonable times any facilities, equipment (including monitoring and
control equipment), practices, or operations regulated or required under this
general permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring general
® permit compliance or as otherwise authorized by the CIean Water Act, any
substances or parameters at any location.
SECTION E: REPORTING REQUIREMENTS
1. Discharge Monitoring Reports
® Samples analyzed in accordance with the terms of this permit shall be submitted to the
® Division on Discharge Monitoring Report forms provided by the Director. Submittals
shall be received by the Division no later than 30 calendar days after the end of the
® reporting period.
Part IV Page 9 of 11

Permit No. NCG020000
6. Anticipated Noncompliance
The permittee shall give notice to the Director as soon as possible of any planned. changes
at the permitted facility which may result in noncompliance with the general permit
requirements.
7. Bypass
a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
b. Unanticipated bypass. The permittee shall submit notice within 24 hours of
becoming aware of an unanticipated bypass.
S. Twen -four Hour Re ortin
The permittee shall report to the DWQ central office or the appropriate DWQ regional
office any noncompliance which may endanger health or the environment. Any
information shall be provided orally within 24 hours from the time the permittee became
aware of the circumstances. A written submission shall also be provided within 5 days of
the time the permittee becomes aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its causes;
the period of noncompliance, including exact dates and times, and if the noncompliance
has not been corrected, the anticipated time compliance is expected to resume; and steps
taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance.
The following shall be included as information which must be reported within 24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the general
permit.
(2) Any upset which exceeds any effluent limitation in the general permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed
by the Director in the general permit to be reported within 24 hours.
The Director may waive the written report on a case -by -case basis if the oral report has
been received within 24 hours.
9. Other Noncompliance
The permittee shall report all othef insta c s of noncompliance not reported under the 24-
hour reporting requirement at the time monitoring reports are submitted.
10. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a Notice
of Intent to be covered under this general permit or in any report to the Director, it shall
promptly submit such facts or information.
Part IV Page I 1 of 11

Permit No. NCG020000
(b) Uncontaminated groundwater, foundation drains, air -conditioner condensate
without added chemicals, springs, discharges of uncontaminated potable water,
waterline and fire hydrant flushings, water from footing drains, flows from
riparian habitats and wetlands.
(c) Discharges resulting from fire -fighting or fire -fighting training.
4. Best Management Practices (BMPs)
Measures or practices used to reduce the amount of pollution entering surface waters.
BMPs may take the form of a process, activity, or physical structure.
5. Bypass
A bypass is the known diversion of stormwater or wastewater from any portion of a BMP
or control facility including the collection system, which is not a designed or established
operating mode for the facility.
6. Bulk Storage of Liquid Products
Liquid raw materials, manufactured products, waste materials or by-products with a
single above ground storage container having a capacity of greater than 660 gallons or
with multiple above ground storage containers located in close proximity to each other
having a total combined storage capacity of greater than 1,320 gallons.
7. Certificate of Coverage
The Certificate of Coverage (COC) is the cover sheet which accompanies the general
permit upon issuance and lists the facility name,. location, receiving stream, river basin,.
effective date of coverage under the permit and is signed by the Director.
S. Clean Water Act
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as
amended, 33 US 1251, et. seq.
9. Division or DWQ
The Division of Water Quality, Department of Environment, and Natural Resources.
10. Director
The Director of Ihe Division of Water Quality, the permit issuing authority.
11. EMC
The North Carolina Environmental Management Commission.
Part V, VI and VE Page 2 of 7

Permit No. NCG020000
example, if it rains for 2 hours without producing any collectable discharge, and then
stops, a sample may be collected if a rain producing a discharge begins again within the
next 10 hours.
21. Representative Outfall Status
When it is established that the discharge of stormwater runoff from a single outfall is
representative of the discharges at multiple outfalls, the DWQ may grant representative
outfall status. Representative outfall status allows the permittee to perform analytical
monitoring at a reduced number of outfalls.
22. Rinse Water Discharge
The discharge of rinse water from equipment cleaning areas associated'with industrial
activity. Rinse waters from vehicle and equipment cleaning areas are process
wastewaters and do not include washwaters utilizing any type of detergent or cleaning
agent.
23. Secondary Containment
Spill containment for the contents of the single largest tank within the containment
structure plus sufficient freeboard to allow for the 25-year, 24-hour storm event.
24. Section 313 Water Priority Chemical
A chemical or chemical category which:
a. Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund
Amendments and Reauthorization Act (SARA) of 1986, also titled the Emergency
Planning and Community Right -to -Know Act of 1986;
b. Is present at or above threshold levels at a facility subject to SARA title III,
Section 313 reporting requirements; and
C. Meets at least one of the following criteria:
(1) Is listed in appendix D of 40 CFR part 122 on either Table II (organic
priority pollutants), Table III (certain metals, cyanides, and phenols) or
Table IV (certain toxic pollutants and hazardous substances);
(2) Is listed as a hazardous su stance pursuant to section 311(b)(2)(A) of the
CWA at 40 CFR 116.4; or
(3) Is a pollutant for which EPA has published acute or chronic water quality
criteria.
Part V, VI and VII Page 4 of 7

Permit No. NCG020000
32. Total Flow
The flow corresponding to the time period over which the sample collection occurs.
Total flow shall be either; (a) measured continuously, (b) calculated based on the amount
of area draining to the outfall, the amount of built -upon (impervious) area, and the total
amount of rainfall, or (c) estimated by the measurement of flow at 20 minute intervals
during the rainfall event.
33. Toxic Pollutant
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
34. Upset
Means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include
noncompliance to the extent caused by operational error, improperly designed treatment
or control facilities, inadequate treatment or control facilities, lack of preventive
maintenance, or careless or improper operation.
Effect of an Upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with
technology based permit effluent limitations if the requirements of paragraph c. of this
condition are' met. No determination made during administrative review. of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial'review.
Conditions Necessary for a Demonstration of Upset
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
(2) The permitted facility was at the time being properly operated; and
(3) The permittee submitted notice of the upset as required in Part IV, E. 8 of this
general permit.
(4) The permittee complied with any remedial measures required under Part H, A. 2.
of this general permit.
Burden of Proof
In any enforcement proceeding the permittee seeking to establish the occurrence of an
upset has the burden of proof.
Part V, VI and VIE[ Page 6 of 7

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MINING OPERATIONS SUMMARY
CATEGORY
AFFFECTED ACERAGE
TAILINGS/SEDIMENT POND
N/A
STOCKPILES
8.3
PROCESSING AREAS/HAUL
RAODS
2.5
MINE EXCAVATION
42.5
OTHER (EXPLAIN)
N/A
TOTAL DISTURBED ACERAGE
53.3
i
5-7 SAc. FQrvw, �ot�-r�
I it
1
I iri
SITE/MAIN
ENTRANCE
AT CUB ROAD
C&D LANDFILL BUFFER REQUIREMENTS:
1. MINIMUM 200--FOOT BUFFER BETWEEN THE C&D LANDFILL AND ALL
PROPERTY LINES FOR MONITORING PURPOSES,
2. MINIMUM 500-FOOT BUFFER BETWEEN THE C&D LANDFILL AND
EXISTING RESIDENTIAL STRUCTURES AND ' WELLS.
3. MINIMUM 50-FOOT BUFFER BETWEEN THE C&D LANDFILL AND ANY
STREAM, RIVER, LAKE, POND OR OTHER WATERS OF THE STATE AS
DEFINED IN G.S. 143--212.
NOTES:
1. PROPERTY SURVEY INFORMATION FROM SOUTHERN SURVEYING, KITTY
HAWK, NC SEPTEMBER 1987, FILE # P-151 RECORDED IN DEED
BOOK NO. 530 PAGE NO. 753.
2. MAP DERIVED FROM SITE MAPS PRODUCED BY APPLIED WATER
TECHNOLOGY, 4037 STONE SUMMIT LANE, RALEIGH, NC 27603, FOR
CELL NO. 2 EXPANSION DATED MARCH 1998 AND MARCH 2O02.
3. REFER TO SHEET C-2 FOR SURVEYED LIMITS OF MINE EXCAVATION.
4. _ WAS PREVIOUSLY ABANDONED BY CONST CTION_ ORROW
A ROAD AND D '
5. THE CONTRACTOR SHALL NOT ENTER INTO OR OTHERWISE DISTURB
ANY AREA WITHIN THE WOODS LINE. THE WOODS LINE MARKS THE
BEGINNING OF SECTION 404 JURISDICTION WETLANDS. ALL AREAS
WITHIN THE WOODS ARE CONSIDERED WETLANDS.
1 " = 300,
150 0 300
LEGEND
- - - C&D LANDFILL LIMITS
.�- CANAL
DITCH
PROPERTY LINE
ROAD
-� GATE
n'- - APPROXIMATE GROUND CONTOUR
WOODS LINE
�-' MONITORING WELL
- �- - - PROPOSED BORROW PIT EXPANSION AREA
# EXISTING SEDIMENTATION BASIN "C �o�'� See
® #4 PROPOSED SEDIMENTATION BASIN
= PERMIT MODIFICATION AREA
j
TO STUMPY POINT
I==--_-- — ----- —
8' TOP WIDTH — � - --
— "_ �"'_ �" -- -- .._._ -'•- --- ._.,_
18.5' BASE WIDTH —
3.5' HIGH AVG. :�'
MAINTAIN 'BUFFER
_0 BETWEEN BORROW PIT TREE LINE AND
O\\ dr� "rv' r f
SURFACE WATER '0' MINE EXCAVATION
q
/JZ BUFFER (150) \� .. (SEE NOTE- - - 5' BUFFER
EXISTING BQ.RROW PIT
. ` ACCESS ROAD AND GATE
c, `- ""'tiv ♦ "` MINING E5'ATION_--.d..�.��-. -�.„
r PREVIOUSLY ABANDONED CANAL
SCALE ROUSE PIT # 3 (ACTIVE)
/ I
•\
t
:
irr 7.7 S \ i
E�IEr�e o.
� wfiP s
_
ee . - . - . gp
� 5
P
ro DRAINAGE DITCH TERMINATION
.. _ _�- 30' BORROW-�•AR`E..A ACCESS ROAD �o w.. (� rov e
l j�.f��rS C►✓4 nf��
4-rJQ-5 1 3 c�
/ 1 �� i,\ ``.. \ t•,\\ ' (/�� \., % \ 1 `' 1 fr
d v Ii:., S J q'r.t 3 -t{ ^ '�'-i: {- i-'j w It• c.�-,
# 6 I A , v�i 1� w 5 rc Jz e 3 6, w l�+tf l„ S �� 3
_.f:'#EPROPERTYO�
.'' / \ _
` w ` \\ US DEPT OF THE INTERIOR
f
US FISH RVICE
..... ., r r...- f
SH AND WILDLIFE SE
\ #2
' ATTN: MIKE BRYANT
5 PO BOX 1969
Ilr •N// � -'` MANTEO, NC 27954 yy
l
_ Tin i S � �. 5 � Y r � � • O rt ! S l/1q
JURISDICTIONAL ?' '_�I. F , : I w
WATERS 1 \\ #7 f` ` o c G+�c Y r n1�` 11 c s �- i s-sq,
rI ' . - . - . - . - . - . - . - - . - . - . -
b G L LA 4JA -t
1 Y +� r
F
Ib r o
t P „�' P i i, .f- p n
Ld
., Q
r � 5 G LG �
n
t
1
r
r
/ ! \ `';^- \ \ .,....: � _:' r !I � - `,,.� f:�i@� r.=�'•a1_',"_�.�12�4TM — . r" — — —� — . _ .-- g.._._ P 1 L � 4. Cj �' •Ih�b "-L D V� \ u\.:...,.-- -'� ♦ r r' .`z.,i�g -� .'":��, ��;._-� , �'�
1 � O
300' BUFFER
I BETWEEN WASTE . —— .— .. .—...—.. .—.—� e — — — -- — r—
EXISTING GATE ACROSS LINK \ \ ' \ ' LACEMENT AND -� P"C
ROAD ONLY ALLOWS ACCESS FOR \ \ AGRICULTURAL
FISH & WILDLIFE SERVICE PERSONNEL LAND SE I' i SURFACE WATER
BUFFER (260') ,,, N CARp'r ,
. — . — . . . — . — _ . — - — — . — . — . — 2; SS/p41 9
PROPER LINE 1 — _
BUFFER (960') ° ' €y.
\\ �� JURISDICTIONAL-
1, \ \ \ \ ! WATERS /r .F .�-
. Sr '•.NGINEF;.•• C'Z'
�a EL
J �
I \ EXISTING GATE ACROSS CUB ROAD
\ \ \
ONLy.-rALLOWS ACCESS FOR FISH AND ` r
-- — — — FLOW ' WILDLIFE SERVICE PERSONNEL.
- - - - -
J BEAR ROAD `
DESIGNED BY: P. STOUT CMDARE COUNTY i— _ PROJECT NO. 17952 56960
DRAWN BY: P. STOUT NORTH CAROLINA
M. BRINCHEK FILE NAME: C-1.DWG
Camp Dresser & McKee SITE MAP
SHEET CHK'D BY: 5400 Glenwood Avenue, Suite 300 1 �� '� �' _ SHEET N0.
CROSS CHK'D BY: M. BRINCHEK Raleigh, NC 27612 f
Tel,, [phone] Fax: [phone] CONSTRUCTION &DEMOLITION DEBRIS LANDFILL L "
North Carolina Firm Licensure: F-0412 _ A'40 QGAbTY $I .i ,. C-
REV APPROVED BY: BORROW AREA EXPANSION — MINING PERMIT ---- -- —
Nn DATE DRWNFCHKD REMARKS PATE: MAY 2010 consulting ' engineering • construction • operations
PERMIT SET
•�+ -- , :r .. - +. ...� .. .� ..�.-,. li'. S�r-.:r.� I ., r'I ! Y rll r+'1'E<A �. 1i F. _, I•�51 +?tl il.�'
PROPERTY OF
US DEPT OF THE INTERIOR
\ US FISH AND WILDLIFE SERVICE
ATTN: MIKE BRYANT
\ PO BOX 1969
\ MANTEO, NC 27954
PROPER LINE \
�l BUFFE (1,550')
a(��oa�
0
PROPERTY OF
US DEPT OF THE INTERIOR \ `
US FISH AND WILDLIFE SERVICE ENTR4NCE R'��'�^ \ DARE CO. SHOOTING RANGE \
ATTN: MIKE BRYANT
PO BOX 1969
MANTEO, NC 27954 / \ $ p
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