NCG160225_COMPLETE FILE - HISTORICAL_20170912

STORMWATER DIVISION CODING SHEET
NCG PERMITS
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PERMIT NO.
ry odd S
FDOCTYPE
EY HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
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YYYYMMDD

1 / 1
Central Files: APS _ SWP l
9/11/2017
Permit Number NCG160225 Permit Tracking Slip
Program Category
Status
Project Type
NPDES SW
Active
New Project
Permit Type
Version
Permit Classification
Asphalt Paving Mixture Stormwater Discharge COC
1.00
COC
Primary Reviewer
Permit Contact Affiliation
IVED
CEIVED
RECE
f �6S-EP
Coastal SWRule
12 "t0ii
Permitted Flow
CENTRAL FILES
DWR SECTION
Facility
Facility Name Major/Minor Region
Barnhill Contracting Company Minor Washington
Location Address County
841 Sungro Dr Pasquotank
Facility Contact Affiliation
Elizabeth Cty NC 27909 Burl Domecq
841 Sungro Dr
Owner Elizabeth Cty NC 27909
Owner Name Owner Type
Barnhill Contracting Co Non -Government
Owner Affiliation
Shannon Douglas
Dates/Events
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/11/2017 7/25/2017 9/11/2017 9/11/2017 9/30/2019
Regulated Activities Requested /Received Events
Asphalt paving mixture production RO staff report requested 8/9/17
RO staff report received
Outfall 001
Waterbody Name Streamindex Number Current Class Subbasin
Knobbs Creek 30-3-8 C;Sw 03-01-50

0
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Energy, Mineral
and Land Resources
ENVIRONMENTAL OVALITV
September 11, 2017
Mr. Shannon Douglas
Barnhill Contracting, Co.
1304 US 17 South
Elizabeth City, NC 27909
ROY COOPER
Go, ..„r
MICHAEL S. REGAN
Seaerary
TRACY DAVIS
Director
Subject: General Permit No. NCG 160000
Barnhill Contracting, Co.
COC No. NCG160225
Pasquotank County
Dear Mr. Douglas:
In accordance with your application for a discharge permit received on July 25, 2017, we are
forwarding herewith the subject certificate of coverage (COC) 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 October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except upon approval of the
Division of Energy, Mineral and Land Resources. The Division of Energy, Mineral, and Land
Resources 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 Energy, Mineral and Land Resources, the Coastal Area Management Act, or any other
federal or local government permit that may be required.
If you have any questions concerning this permit, please contact Robert Patterson at telephone
number [phone] or by email [e-mail].
Sincerely,
for Tracy E. Davis, P.E., CPM, Director
Division of Energy, Mineral and Land Resources
cc: Washington Regional Office
Central Files
Stormwater Program Files
Stale of North Carolina I En ironnnenlal Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 N. Salisbury St. I Raleigh, NC 27699
919 707 9200 T

v
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160225
STORMWATER 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,
Barnhill Contracting, Co.
is hereby authorized to discharge stormwater from a facility located at
Barnhill Contracting, Co.
841 Sungro Drive
Pasquotank County
to receiving waters designated as a UT to Knobbs Creek, a class C; Sw water in the Pasquotank
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts 1, II, III, IV, V, and VI of General Permit No. NCG160000 as
attached.
This certificate of coverage shall become effective September 11, 2017.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 11, 2017.
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

Barnhill Contracting Co.
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NCG160225
N
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Map Scale 1:24,000
Barnhill Contracting Co.
Latitude: 360 17' 19" N
Longitude: 760 16' 33" W
County: Pasquotank
Receiving Stream: UT to Knobbs Creek
Stream Class: C; Sw
Stream Index: 30-3-8
River Basin: Pasquotank
Facility Location

Division of Energy, Mineral, and Land Resources
Land Quality Section
NC®ENR
National Pollutant Discharge Elimination System
NovrR 4 OUN. Drs MrtN or
ENVIRONMCM u D N4UR4 RE9 URCE9
NCG 160000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Dale Itecewed
Year
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Permit As ed to
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National Pollutant Discharge Elimination System application for coverage under Genera l'y�.hoit
NCG160000 for STORMWATER DISCHARGES associated with activities classified as:
SIC 2951 The manufacture of Asphalt Paving Mixtures and Blocks, Sr OF` ✓G�� �i�
`pio"R s�o
And, Like activities deemed by DEMLR to be similar in the process, or tt��r(Qp� ure of'raw
materials, intermediate products, final products, by-products, or waste �iqt- S.
(Please print or type)
1) Mailing address of the owner/operator (address to which official permit correspondence will be mailed):
Name Barnhill Contracting Co.
Owner Contact Shannon Douglas, VP
Street Address 1304 US17 South
City Elizabeth City State NC ZIP Code 27909
Telephone No. 252 335-9503 Fax:
E-mail Address sdouglasne barnhillcontracting.com
2) Location of the facility producing the discharge:
Facility Name Barnhill Contracting, Co.
Facility Contact
Street Address 841
City Elizabeth City State NC ZIP Code 27909
County Pasauotank County
Telephone No. [phone] Fax:
Email
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). On the west side of SR 1305, 745' to the northwest
Of the intx with US Hwy 17 Bus and SR 1305
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 36°17'18.74"N Longitude 76°16'32.67"W (degrees, minutes, seconds)
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rl
5) This NPDES Permit Application applies to which of the f lowing
® New or Proposed Facility' Date operation is to begin March, 2018
❑ Existing
'If this new or proposed facility is located in one of the 20 coastal counties, please contact the appropriate DEMLR Regional
Office (see page 4) to determine if a State Stormwater Permit is required prior to construction.
Page 1 of 4
SWU-231-030909 Last revised 9/10/14

NCG160000 N.O.I.
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 2 9 5 1
7) Services and Activities
a) Provide a brief narrative description of the types of industrial activities and products
manufactured at this facility: (Include a site diagram showing the process areas and location of
activities present at this facility.) Asphalt and asphaltic mixture process for paving. (Plans attached)
b) Check all activities conducted at this facility.
PSI Outdoor stockpiling of materials
PSI Storage of raw materials
PSI Storage of materials in above-
ground tanks
PSI Material Loading and Unloading
8) Discharge points / Receiving waters:
P
X Transport of materials by a conveyor
or front-end loader
iKl Vehicle and equipment maintenance
X Vehicle or Equipment Washing
YJ Vehicle and equipment fueling
How many discharge points (ditches, pipes, channels, curb and gutter, swales, etc.) convey stormwater from
the property? (4) Existing Sediment Basins with control structures and overflow weirs.
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Knobbs Creek
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). N/A
Receiving water classification (if known): C' Sw
9) Does this facility
a) Have an untreated wastewater discharge? ® No ❑ Yes
b) Have a treated wastewater discharge? ® No ❑ Yes
If yes, list the permit number
c) Have a wastewater discharge from a recycle system? ® No ❑ Yes
If yes, list the permit number
d) Have a non -discharge permit? ® No ❑ Yes
If yes, list the permit number
e) Discharge wastewater to a municipal wastewater collection system?
If yes, list the municipality and permit number
® No ❑ Yes
Note: Stormwater discharge permit NCG160000 does not authorize the discharge of any wastewater.
If this site discharges wastewater, you must obtain the appropriate wastewater discharge
permit in addition to coverage for stormwater discharges under NCG160000.
10) Does this facility employ any best management practices for stormwater control?
❑ No 91 Yes (Show any structural BMP's on the site diagram.)
If yes, please briefly describe: Stormwater runoff is directed to existing internal perimeter ditches that convey
drainage to existing sediment basins. Sediment basins have control structures and emergency spillways.
Page 2 of 4
SWU-234-030909 last revised 09/10/14

NCG160000 N.O.I.
11) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No Q Yes
If yes, when was it implemented? SPPP is include with this application for review & approval.
12) Are vehicle/equipment maintenance activities occurring at this facility?
❑ No ® Yes
13) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
® No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
IR No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
E/ ► . IIIIIEW
d) Is hazardous waste stored in the 100-year flood plain?
® No ❑ Yes If yes, include information to demonstrate protection from flooding.
e) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor: _
Vendor address:
14) Certification:
North Carolina General Statute 143-215.6B (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management) Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit. I certify that I am familiar with the information contained in this application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Printed N e of Person Signing: Shannon Douglas
Title: WP - Barnhill Contr Co.
(Signature of Applicant) (Date Signed)
This Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 3 of 4
SWU-234-030909 Last revised 09/10/14

NCG160000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included.
Please do not ask us to "hold" an incomplete application in anticipation of a check under separate cover.
0 Check for $100 made payable to NCDENR
XI This completed application signed by the applicant, and all supporting documents
® A site diagram showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwater outfalls
(corresponding to which drainage areas), (d) runoff conveyance structures, (e) areas where materials are
stored, (f) impervious areas, (g) site property lines, (h) vehicle and equipment maintenance, blasting,
painting, and washing areas, and (i) location of activities listed in 7b.
® Copy of county map or USGS quad sheet (preferred) with location of facility clearly marked on map
Please mail the entire package to:
Stormwater Permitting Program
Division of Energy, Mineral, and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Please note:
The submission of this document does not guarantee the issuance of NPDES permit coverage.
For questions, please contact the DEMLR Regional Office for your area.
To visit our website please go to http://PortaLncdenr.org/weblir/stormwater
DEMLR Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
707-9220
Page 4 of 4
SWU-234-030909 Last revised 09/10/14

r+
-AS oER1A
ENGINEERING, P.C.
July 20, 2017
Ms. Bethany Georgoulias
Stormwater Permitting Program
Division of Energy, Mineral, and Land Resources
1612 Mail Services Center
Raleigh, NC 27699-1612
Subject: Barnhill Contracting, Co. — 841 Sungro Drive, Elizabeth City, NC
ECE Project #170052
Dear Ms. Georgoulias:
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Enclosed for your review and approval, please find the following items associated with the
development of the proposed Asphalt Plant for Barnhill Contracting to be located at 841 Sungro
Drive:
1. The original completed NCG160000 Notice of Intent & Application.
2. One (1) copy of the Stormwater Pollution Prevention Plan (SWPPP) which includes the
USGS Quad map and a copy of the Spill Prevention Control and Countermeasures Plan
(SPCC)
3. One (1) complete set of plans used in the Costal Stormwater and E&S Submittals.
4. Check in the amount of $100.00 for the NPDES permit.
Thank you for your attention to this project. If you have any questions concerning this submission,
please do not hesitate to call.
Sincerely,
Eastern Carolina Engineering, PC
Jason A. Mizel , PLS
Vice President - Surveying
cc: file
Shannon Douglas
Eastern Carolina Engineering, PC
P. O. Box 128 Camden, North Carolina 27921
[phone] License C-4162
w .easterncarolinaengineering.com

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Energy. Mineral
and Land Resources
ENVIRONMENTAL OUALITY
September 11, 2017
Mr. Shannon Douglas
Barnhill Contracting, Co.
1304 US 17 South
Elizabeth City, NC 27909
ROY COOPER
Gmcnmr
MICHAEL S. REGAN
secretary
TRACY DAVIS
Director
Subject: General Permit No. NCG 160000
Barnhill Contracting, Co.
COC No. NCG160225
Pasquotank County
Dear Mr. Douglas:
In accordance with your application for a discharge permit received on July 25, 2017, we are
forwarding herewith the subject certificate of coverage (COC) 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 October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except upon approval of the
Division of Energy, Mineral and Land Resources. The Division of Energy, Mineral, and Land
Resources 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 Energy, Mineral and Land Resources, the Coastal Area Management Act, or any other
federal or local government permit that may be required.
If you have any questions concerning this permit, please contact Robert Patterson at telephone
number [phone] or by email Robert. [e-mail].
Sincerely,
Original Signed by Robert D. Patterson
for Tracy E. Davis, P.E., CPM, Director
Division of Energy, Mineral and Land Resources
cc: Washington Regional Office
Central Files
Stormwater Program Files
State orNorth Carolina I Emironmental Quality I Energy, Mineral and Land Resources
1612 Mail Scrvicc Center 1 512 N. Salisbury St. I Raleigh, NC 27699
919 707 9200 T

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160225
STORMWATER 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,
Barnhill Contracting, Co.
is hereby authorized to discharge stormwater from a facility located at
Barnhill Contracting, Co.
841 Sungro Drive
Pasquotank County
to receiving waters designated as a UT to Knobbs Creek, a class C; Sw water in the Pasquotank
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts 1, 11, 111, IV, V, and VI of General Permit No. NCG160000 as
attached.
This certificate of coverage shall become effective September 11, 2017.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 11, 2017.
Original Signed by Robert D. Patterson
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

NCG160225
Map Scale 1:24,000
Barnhill Contracting Co.
Latitude: 360 17' 19" N
Longitude: 760 16' 33" W
County: Pasquotank
Receiving Stream: UT to Knobbs Creek
Stream Class: C; Sw
Stream Index: 30-3-8
River Basin: Pasquotank
Mi
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Facility Location

Patterson, Robert D
From: Patterson, Robert D
Sent: Wednesday, August 09, 2017 11:19 AM
To: Dumpor, Samir; Edgerton, Thom
Subject: NOI FOR COMMENT - NCG160225 - Barnhill Contracting - Pasquotank County
Please see the laserfiche link below for the NOI and let Central Office staff know of any comments/recommendations
you may have for the COC.
Unless we receive RO comments to the contrary, we will issue the COC in 30 days. If able, please reply sooner if you
know you do not have any RO comments.
NOI: http://edocs.deg.nc.gov/Stormwater/0/fol/555735/Rowl.aspx
Note: We are in the process of automating this email in future; until then we will be manually sending this email with the
link to the N01 in loserfiche.
Thanks!
Robert D. Patterson, P.E.
Environmental Engineer
919-807-6369 1 [e-mail]
httus://deg.nc.gov/a bout/divisions/ene rev-mi nera I -la nd-resources/stormwater
INC Dept. of Environmental Quality
DEMLR Stormwater Program
512 N. Salisbury St.
1612 Mail Service Center
Raleigh, NC 27699-1612
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties.
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Stormwater Pollution Prevention Plan
Barnhill Contracting, Co.
Asphalt Plant
841 Sungro Drive, Elizabeth City, NC

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
Contents
SECTION 1: FACILITY DESCRIPTION AND CONTACT INFORMATION
1.1 General Description of Facility
1.2 Contact Information/Responsible Parties
1.3 General Location Map
1.4 Site Map
SECTION 2: POTENTIAL POLLUTANT SOURCES
2.1 Industrial Activity and Associated Pollutants
2.2 Spills and Discharges
2.3 Non-Stormwater Discharge Evaluation
SECTION 3: STORMWATER CONTROL MEASURES
3.1 Structural Controls
3.2
Good Housekeeping
3.3
Operation and Maintenance
3.4
Spill Prevention and Response
3.5
Management of Runoff
3.6
Employee Training
SECTION 4: INSPECTIONS
SECTION 5: SWPPP CERTIFICATION
SECTION 6: SWPPP MODIFICATIONS
Appendix A - General Location Map
Appendix B - Site Map
Appendix C -Spills and Discharges
Appendix D -Visual Assessment Form
Appendix E - Routine Facility Inspection Form
Appendix F - Comprehensive Site Inspection Form
Appendix G —Spill Prevention Control and Countermeasures Plan

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
SECTION 1: FACILITY DESCRIPTION AND CONTACT INFORMATION
1.1 General Description of Facility and/or Operations
Name of Facility: Barnhill Contracting Co.
Street: 841 Sungro Drive
City: Elizabeth City State: NC Zip Code: 27909
Latitude/Longitude (Use one of three possible formats, and specify method)
Latitude:
36'17'18.74" N
Longitude:
76016'32.67" W
Stormwater runoff from the subject site or facility is received by:
Knobbs Creek (Pasquotank River Basin)
1.2 Point of Responsibility
Burl Domecq, Plant Superintendent is responsible for maintaining and
implementing this SWPPP.
The responsible person listed above will identify the facility stormwater pollution prevention
team, and assign responsibilities, as necessary, to accomplish the requirements of this plan.
The Pollution Prevention Team is identified below.
Staff Names
General Responsibilities
Steven Byrum I Conduct routine inspections of plant equipment and storage
Plant Foreman facilities with regard to stormwater pollution.
Each member of the stormwater pollution prevention team must have ready access to either an
electronic or paper copy of applicable portions of the SWPPP.

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
1.3 General Location Map
Appendix A provides a general location map (U.S. Geological Survey (USGS) 7.5 minute
quadrangle map) showing the location of the facility and all receiving waters for stormwater
discharges.
1.4 Site Map
Appendix B provides a site map of the facility boundary and size of the property in acres and
locations of the activities listed in Table 1 below.
SECTION 2: POTENTIAL POLLUTANT SOURCES
2.1 Associated Pollutants
The site, being an asphalt plant, stores materials needed to produce hot -mix asphalt concrete.
Table 1 below lists the associated pollutants on -site. These activities are shown on the site map
in Appendix B.
Table 1
Associated Pollutants
Quantity
Location on Site Map
AC-20 Liquid Asphalt
30,000 gal. above ground tank
S1
Heating Oil (Plant Process)
20,000 gal. above ground tank
S2
Asphalt Shingle Stockpiles
Bulk
SH
Sand/Aggregate Stockpiles
Bulk
SA
Recycled Asphalt Milling (RAP)
I Bulk
RA
The facility utilizes twenty (20) dump trucks for product hauling, which are maintained on -site.
2.2 Spills and Discharges
Appendix C provides a list of spills or leaks of pollutants that have occurred at the facility during
the three (3) previous years and the corrective actions taken to mitigate spill impacts.
2.3 Non-Stormwater Discharge Documentation
Appendix D provides the visual assessment form used during the initial evaluation of non-
stormwater discharges at the facility. Information gathered included: drainage point ID,
drainage point type, and dry -weather flow. Outfalls identified with non-stormwater flow were
evaluated further.

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
SECTION 3: STORMWATER CONTROL MEASURES
3.1 Structural Controls
The structural controls shown on the Site Map (Appendix B) are described below. These
controls are used to minimize the exposure of the activities identified in Section 2.1.
• (Sl) AC-20 Liquid Asphalt: Routine Inspections; Drip Pans to catch minor oil leaks
• (S2) Heating Oil: Routine Inspections; Drip Pans to catch minor oil leaks; Routine
Pumping Out
• (SA, RA, SH) Bulk Stockpiles: Placement of material at elevated portions of the site;
Routine Inspections of drainage areas.
3.2 Good Housekeeping
• Daily yard maintenance, and enhancement of grass and vegetation in buffer
areas. Keep site clean of mud and graded for proper drainage.
• Keep outside areas neat, orderly and free of trash.
• Review Environmental guidelines for the proper handling of waste and refuse.
• Discuss labeling of materials and proper storing requirements of those that are
environmentally hazardous.
• Review procedures for both routine and emergency clean-ups.
• Discuss Plant Inspections, Check Lists and What to look for.
3.3 Recommended Best Management Practice
A formal Best Management Practices policy should be developed by the Plant Staff and
implemented through an employee training program. Particular items that to be included are:
• Identify Oil leaks on or around the AC-20 tank and any appurtenances that need to be
cleaned and repaired.
• A written policy for proper methods of liquid material handling should be completed.
This could be incorporated into an employee training program.
• Structural examinations and leakage tests need to be performed on the containment
structure(s) every 2-3 years.
• A written proposal for the proper disposal of any fuel or oil laden stormwater as
collected on the drums, sand or soil, should be developed and incorporated into a
training program.

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
3.4 Spill Prevention and Response
• Review potential spill conditions and causes (i.e. lack of attention to tasks, faulty
equipment, unusual weather conditions).
• Discuss emergency spill response procedures and where telephone numbers are posted.
• Copy and review with all employees the requirements set forth in the current Spill
Prevention Control and Countermeasures Plan (SPCC) document. This should be done a
minimum of once each year.
• Discuss labeling of all chemicals and materials containers for quick identification and
reference should an emergency occur.
• Assign and review with employees specific cleanup and inspection duties.
3.5 Management of Runoff
Sources of pollution on this site are primarily from oil and fuel storage facilities as well as minor
potential from some of the Plant Process equipment. Sand and fine rock screenings also have
the potential to wash off the site and cause ditches, streams, and storm pipes to clog or
increase turbidity in fish inhabited streams.
This plan calls for the use of sheet flow and shallow swales to divert runoff to existing perimeter
ditches, internal to the property boundaries that convey that runoff to existing sediment basins.
Cleanup of said ditches and basins are proposed as a part of the upstart of this facility as well as
regular inspection and maintenance. Existing Basins will be used for Erosion & Sediment control
during construction of the plant site improvements. Upon completion and stabilization of the
site, basins will be left in place and any skimmers or temporary measures removed.
3.6 Employee Training
Personnel at all levels of responsibility will be trained in the components of the SWPPP and the
SPCC. At a minimum, training will be provided on an annual basis. New personnel will receive
training promptly upon assignment. All training will be documented.
SECTION 4: INSPECTIONS
The facility will conduct the following inspections:
• Routine facility inspections;
• Quarterly visual assessment of stormwater discharges; and
• Comprehensive site inspections.

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
Routine facility inspection
Plant Superintendent, or specific designee will conduct routine facility inspections, using the
form in Appendix E. Each structural control measure and activity area are visually inspected on
a minimum annual basis, with more frequent inspections conducted as necessary to minimize
the potential for a spill or release.
Quarterly visual assessment
Plant Superintendent, or specific designee will conduct quarterly visual assessments, using the
form in Appendix D. Each drainage point is visually inspected on a quarterly basis. At least one
inspection each year will be conducted when a stormwater discharge is occurring.
Comprehensive facility inspection
Plant Superintendent, or specific designee will conduct comprehensive facility inspections,
using the form in Appendix F. Each structural control measure, activity area, and drainage point
are visually inspected on an annual basis.
SECTION 5: SWPPP CERTIFICATION
The following certification statement must be signed and dated by the responsible signing
official.
This certification must be re -signed in the event of a SWPPP modification in response to a Part
3.1 trigger for corrective action.
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 gathered and evaluated 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 fine and imprisonment for knowing
violations.
Name: ,5144d ,J G. Ju Title: I/Il�e 1'0c'5,'D�njI
Signature: �l� Date: V /1g %j s_

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
SECTION 6: SWPPP MODIFICATIONS
This SWPPP is a "living' document and will be modified and updated, as necessary. Actions
which can trigger the need for a plan amendment include:
• Facility modifications which may affect runoff quality or quantity
• New operations
• New materials
• New maintenance procedures
All SWPPP modifications, will be kept in the log (Table 2) with a description of the modification,
the name of the person making it, and the date and signature of that person.
Table 2
Description of Name of person Date Signature
modification making modification

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
Appendix A: General Location Map

D
m
m
3
Q
w
(SEE SITE PUN ATTACHED -FOR DETAILS)

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
Appendix C: Spills and Discharges
Period of coverage: Past 3 years
Date Location/ Caller Incident Material Quantity Cause
Outfall

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
Appendix D: Quarterly Visual Assessment Form
Drainage
Point ID
(see site
map)
Drainage
Point
type
Dry-
weather
flow
Clarity
Oil
sheen
Solids
( floating,
settled, or
suspended)
Color
Odor
Other
obvious
indicators
of
pollution
Source of
Discharge
Corrective
Actions
Name:
Date: Rainfall > 0.1 inch yes no

Stormwaler Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
Appendix E: Routine Facility Inspection Form
Structural control measure Corrective Actions Needed and Notes( identify
needed maintenance and repairs, or any failed
control measures that need replacement)
Area/ activity Corrective Actions Needed and Notes( identify
needed maintenance and repairs, or any failed
control measures that need replacement)
Describe any incidents of non-compliance observed and not described above (include any
previously identified discharge of pollutants):
Name: Title:
Date:

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
Appendix F: Comprehensive Site Inspection
Structural control measure Corrective Actions Needed and Notes( identify
needed maintenance and repairs, or any failed
control measures that need replacement)
Area/ activity Corrective Actions Needed and Notes( identify
needed maintenance and repairs, or any failed
control measures that need
Describe any incidents of non-compliance observed and not described above (include any
previously identified discharge of pollutants):

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
Appendix F: Comprehensive Site Inspection Continued
Drainage
Point ID
(see site
map)
Drainage
Point
type
Dry-
weather
flow
Clarity
Oil
sheen
Solids
(floating,
settled, or
suspended)
Color
Odor
Other
obvious
indicators
of
pollution
Source of
Discharge
Corrective
Actions

Stormwater Pollution Prevention Plan (SWPPP)
Barnhill Contracting, Co. — 841 Sungro Drive
Appendix G: Current Spill Prevention Control and Countermeasures Plan
(Document attached)

Spill Prevention Control and Countermeasures Plan
Barnhill Contracting, Co.
Asphalt Plant
841 Sungro Drive, Elizabeth City, NC

Spill Prevention Control & Countermeasures Plan (SPCC)
Barnhill Contracting, Co. — 841 Sungro Drive
Contents
SECTION 1: GENERAL INFORMATION
SECTION 2: POTENTIAL SPILL AREAS
SECTION 3: REGULATIONS AND GUIDELINES
SECTION 4: SPILL PREVENTION SYSTEM AND PROCEDURES
SECTION 5: SPILL CONTROL AND CONTAINMENT
SECTION 6: PESONNEL TRAINING
Appendix A— Incident Report
Appendix B— Environmental Protection Agency Regulations
(40 CFR 109:36 FR 22485)

a
Spill Prevention Control & Countermeasures Plan (SPCC)
Barnhill Contracting, Co. — 841 Sungro Drive
SECTION 1: GENERAL INFORMATION
NAME AND LOCATION OF FACILITY:
TYPE OF FACILITY:
TELEPHONE NUMBER:
NORMAL OPERATION SCHEDULE
PLANT SUPERINTENDENT:
NAME AND ADDRESS OF OWNER:
CORPORATE OFFICIAL:
CORPORATE TELEPHONE NUMBER
START-UP DATE OF PLANT:
PAST SPILL EXPERIENCE:
Oil Spill Reporting Procedures:
BARNHILL CONTRACTING COMPANY
ELIZABETH CITY ASPHALT PLANT
841 SUNGRO DRIVE
ELIZABETH CITY, NC 27909
HOT MIX ASPHALT PLANT
[phone]
BURL DOMECQ
BARNHILL CONTRACTING
800 TIFFANY BLVD., STE. 200
P.O. BOX 7948
ROCKY MOUNT, NC 27804
DAVID GLOVER, ASPHALT SERVICES
MANAGER
[phone]
MARCH 2O18
NONE
Report all potential or actual oil spills on the plant site in the following sequence:
1. Burl Domecq — Plant Superintendent
Mobile Number: [phone]

V
Spill Prevention Control & Countermeasures Plan (SPCA
Barnhill Contracting, Co. — 841 Sungro Drive
2. Shannon Douglas — VP, Northeast Division
Office Number: [phone]
3. David Glover, Asphalt Services Manager
Office Number: [phone]
In the event of a spill, the following governmental agencies should be notified by
the responsible corporate official:
1. NCDEQ Washington Regional Office NC Emergency Response
Washington, NC 1-800-662-7956
[phone] (Business Hours) (After Hours)
2. United States Environmental Protection Agency
Atlanta, GA
1-800-241-1754 (24 Hour Service)
3. National Response Center
1-800-424-8802
The following information should be reported to these agencies:
1. Name, address and telephone number of person reporting.
2. Exact location of spill
3. Company name and location
4. Material spilled
5. Estimated quantity
6. Source of spill
7. Cause of Spill
8. Name of body of water involved, or nearest body of water to spill area
9. Action taken for containment and clean-up
A written report must be filed for each spill incident and sent to the above
mentioned governmental agencies. A sample form is included in Appendix A.

Spill Prevention Control & Countermeasures Plan (SPCA
Barnhill Contracting, Co. — 841 Sungro Drive
SECTION 2: POTENTIAL SPILL AREAS
The following is a list of possible spill areas. For location, refer to SWPPP Appendix
B: Site Map.
Contents Capacity
AC-20 Liquid Asphalt 30,000 Gallons
Heating Oil 20,000 Gallons
SECTION 3: REGULATIONS AND GUIDELINES
Location Site Map
Center of Plant S1
Center of Plant S2
A summary of the regulations and guidelines to the above mentioned problem
areas are as follows:
1. Bulk storage containers (onshore facilities, excluding production facilities)
Do not use a container for the storage of oil unless its material and construction are
compatible with the material stored and conditions of storage such as pressure and
temperature.
Construct all bulk storage tank installations (except mobile refuelers and other non -
transportation -related tank trucks) so that you provide a secondary means of
containment for the entire capacity of the largest single container and sufficient
freeboard to contain precipitation. You must ensure that diked areas are sufficiently
impervious to contain discharged oil. Dikes, containment curbs, and pits are commonly
employed for this purpose. You may also use an alternative system consisting of a
drainage trench enclosure that must be arranged so that any discharge will terminate
and be safely confined in a facility catchment basin or holding pond.
Do not allow drainage of uncontaminated rainwater from the diked area into a storm
drain or discharge of an effluent into an open watercourse, lake, or pond, bypassing the
facility treatment system unless you:
A. Normally keep the bypass valve sealed closed.
B. Inspect the retained rainwater to ensure that its presence will not cause a discharge
as described in 40 CFR 112.1(b).
C. Open the bypass valve and reseal it following drainage under responsible
supervision.
D. Keep adequate records of such events.

Spill Prevention Control & Countermeasures Plan (SPCC)
Barnhill Contracting, Co. — 841 Sungro Drive
2. Facility tank car & tank truck loading/unloading rack (excl offshore facilities)
Where loading/unloading rack drainage does not flow into a catchment basin or
treatment facility designed to handle discharges, use a quick drainage system for tank
car or tank truck loading/unloading racks. You must design any containment system to
hold at least the maximum capacity of any single compartment of a tank car or tank
truck loaded or unloaded at the facility.
Provide an interlocked warning light or physical barrier system, warning signs, wheel
chocks or vehicle brake interlock system in the area adjacent to a loading/unloading
rack, to prevent vehicles from departing before complete disconnection of flexible or
fixed oil transfer lines.
Prior to filling and departure of any tank car or tank truck, closely inspect for discharges
the lowermost drain and all outlets of such vehicles, and if necessary, ensure that they
are tightened, adjusted, or replaced to prevent liquid discharge while in transit.
3. Inspections and Records
Inspections required by this part should be in accordance with written procedures
developed for the facility by the owner or operator. These written procedures and a
record of the inspections, signed by the appropriate supervisor or inspector, should be
made a part of the Spill Prevention Control and Countermeasures Plan (SPCC) and
maintained for a period of three years.
4. Security
All plants handling, processing and storing oil should be fully fenced, and entrance gates
should be locked and/or guarded when the plant is not in production or is unattended.
The master flow and drain valves and any other valves that will permit direct outflow of
the tank's contents to the surface should be securely locked in the closed position wher
in non -operating or non -standby status.
The starter control on all oil pumps should be locked in the "Off' position and located at
a site accessible only to authorized personnel when the pumps are in a non -operating or
non -standby status.
The loading/unloading connections of oil pipelines should be capped or blank flanged
when not in service or standby service for an extended time. This security practice

Spill Prevention Control & Countermeasures Plan (SPCC)
Barnhill Contracting, Co. — 841 Sungro Drive
should also apply to pipelines that are emptied of liquid content either by draining or by
inert gas pressure.
Facility lighting should be commensurate with the type and location of the facility.
Consideration should be given to:
A. Discovery of spills occurring during hours of darkness both by operating personnel,
the general public, local police, etc.
B. Prevention of spills through acts of vandalism.
5. Plan Amendment — SPCC Plans must be amended whenever any of the
following criteria occur:
A. A change in facility design, construction, operation or maintenance occurs which
materially affects the facility's oil spill potential.
B. A review and evaluation of the SPCC Plan determines technology is available which
will significantly reduce the likelihood of a spill event and such technology has been
field proven at the time of review.
C. The EPA Regional Administrator, as the result of a review of the SPCC Plan following
an oil spill, may require the amendment of a SPCC Plan. 40 CFR 112.4 gives more
specific requirements and schedules which the Regional Administrator may impose.
All amendments to a SPCC Plan must be certified be a Registered Professional Engineer.
6. Periodic Review
SPCC Plans must be reviewed at a time interval of no more than three years from the
latest review/ amendment. The plan must be amended within six months of the review
if changes are required. If no changes are required, a date of signature by the reviewer
on the review certification sheet is adequate. The reviewer is not required to be a
Registered Professional Engineer.
7. Spill Reporting Procedures
Notwithstanding compliance with 40 CFR 112.3, whenever the facility has discharged
more than 1,000 U.S. gallons of oil in a single discharge as described in 40 CFR 112.1(b),
or discharged more than 42 U.S. gallons of oil in each of two discharges as described in
40 CFR 112.1(b), occurring within any twelve month period, a report must be submitted
to the EPA Regional Administrator within 60 days. The report must contain information
as listed in 40 CFR 112.4 (1-9).

Spill Prevention Control & Countermeasures Plan (SPCC)
Barnhill Contracting, Co. — 841 Sungro Drive
SECTION 4: SPILL REVENTION SYSTEM AND PROCEDURES
1. All tanks comply with Underwriter's Laboratories Construction Specifications.
2. Main outlet valves are locked in the closed position when plant is unattended.
3. Venting capacity for the tanks is suitable for the fill and withdrawal rates.
4. Liquid levels in tanks are determined daily using dip sticks.
5. Tanks are never left unattended during loading and unloading.
6. Signs are located at each tank to remind tank truck drivers to close all valves before
disconnecting hoses.
7. Tank trucks are unloaded by the drivers, in the presence of plant personnel. Truck drivers
must personally disconnect hoses to minimize the possibility of accidently driving away with
hose connected to tank.
8. Pumping of material from storage tanks is never done while the plant is unattended.
9. Daily visual inspections are made of all pipes, valves, pumps, and tanks by the Plant
Superintendent.
10. Monthly inspection reports are filed with the Corporate Offices by the Plant
Superintendent.
11. Main power switches for all pumps, located in a locked building are off when the plant is
unattended.
12. Gate is locked when plant is not in operation.
SECTION 5: SPILL CONTROL AND CONTAINMENT
1. The Heating Oil tank contains 20,000 gallons of fuel oil. The tank is self-contained and has
sufficient volume to contain any spillage from this tank.
2. The AC-20 Liquid Asphalt Tank contains 30,000 gallons of liquid asphalt. It does not require
containment.
3. The following equipment and materials are available on -site to aid in clean-up of any oil
spills:
Front—end Loader Bulldozers
Pan Scrapers Trucks
Motor Graders Sand
Hay Miscellaneous Hand Tools

Spill Prevention Control & Countermeasures Plan (SPCC)
Barnhill Contracting, Co. — 841 Sungro Drive
SECTION 6: PERSONNEL TRAINING
Owners and Operators are responsible for properly instructing their personnel in the operation
and maintenance of equipment to prevent the discharge of oil and applicable pollution control
laws, rules and regulations.
Each applicable facility should have a designated person who is accountable for oil spill
prevention and who reports to line management.
Owners or operators should schedule and conduct spill prevention briefings for their operating
personnel at intervals frequent enough to assure adequate understanding of the SPCC Plan for
that facility. Such briefings should highlight and describe known spill events or failures,
malfunctioning components, and recently developed precautionary measures.
All personnel at this plant have been instructed as to the procedures outlined in this plan.
Instruction has been held on Spill Prevention and Containment and Retrieval Methods.
Instructions and phone numbers have been publicized and are posted in the manufacturing
area. Personnel have been briefed on the laws pertaining to oil spills, copies of which are
enclosed in Appendix B. This plan is reviewed at scheduled safety meetings (at least once a
quarter).

Appendix A: Incident Report
Spill Prevention Control & Countermeasures Plan (SPCA
Barnhill Contracting, Co. — 841 Sungro Drive
(Document attached)

SPILL OR INCIDENT REPORT FORM
Instructions: Complete for any type of petroleum product or hazardous materials/waste spill or
incident. Provide a copy of this report to management.
1. Personnel Involved in Spill Reporting:
Project Office: Name, Title, and Phone Number:
Regional Environmental Office: Name, Title, and Phone Number:
2. Contractor
Name and Title of Person Responsible for Spill Response:
Phone Number:
3. General Spill Information:
Common Name of Spilled Substance:
Quantity Spilled (Estimate):
Describe Concentration of Material (Estimate):
Date of Spill: /I
Time Spill Started: AM PM Time Spill Ended: AM PM
4. Spill Location and Conditions
Project Title:
Street Address and/or Milepost, City:
Weather Conditions:
If Spill to Water,
Name of Water Body (if ditch or culvert, identify the water body that the structure discharges to):
Identify the Discharge Point:
Estimate the Depth and Width of the Water Body:
Estimate Flow Rate (i.e. slow, moderate, or fast):
Describe Environmental Damage (i.e., fish kill?):
5. Actions taken:
To Contain Spill or Impact of Incident:
To Cleanup Spill or Recover from Incident:
To Remove Cleanup Material:
To Document Disposal:
To Prevent Reoccurrence:
Page 1 of 2

6. Reporting the Spill:
Spills to water: Immediately call the National Response Center (1-800-424-8802), EPA Regional
Office (1-800-241-1754), and the appropriate NCDEQ Regional Office.
flammable toxic vapors shallow groundwater, nearby creek. etc.): Call the appropriate NCDEQ
Regional Office immediately. If not immediately threatening, but may be a threat to human health
or the environment, report to EPA & NCDEQ within 60 days.
Note: Project specific permits may have additional reporting requirements.
List all agencies contacted; include names, dates, and phone numbers for people you spoke with:
Record ERTS #, if issued by Ecology:
7 Person Responsible for Managing Termination/Closure of Incident or Spill:
Name and Phone:
Address and Fax:
8. Additional Notes/Information (if necessary):
Page 2 of 2

Spill Prevention Control & Countermeasures Plan (SPCA
Barnhill Contracting, Co. — 841 Sungro Drive
Appendix B: Environmental Protection Agency Regulations
(40 CFR 109:36 FR 22485)
(Document attached)

HULtb ANU Kt:UULA11UNb
22485
(b) "Alency" means the Environ-
inental Protection Agency.
to) "Administrator" means the Ad-
miniatrator of the Environmental Pro-
tection Agency.
(d) The definitions of terms contained
in sections 10 and 23 of the act shall be
applicable to such terms as used in this
part unless the context otherwise
requires.
h 107.3 luitintion of request for report.
(a1 The Administrator at the request
of a majority of the conferees in any
conference may request, or in connection
with any public hearing called under sec-
tion 10 of the Federal Water Pollution
Control Act, as amended, may require
any Verson whose alleged activities result
in discharges causing or contributing to
water pollution of the subject waters of
such conference or public hearing to file
wltn him a report as to the character,
kind and quantity of such discharges and
the use of facilities or other means to
prevent or reduce such discharges by
the person filing such report.
(b) When the Administrator finds
that the conditions precedent to the re-
questing or requiring of such report or
reports have been met he may request or
require In writing the submission to him
of such report in the time, form and con-
tent as herein provided.
(a) The request for or requirement of
such report shall be served on any per-
son whose alleged activities result In dis-
charges causing or contributing to the
pollution of waters In the matter of which
the conference or the public hearing has
been called.
107.4. Service.
The written request for or requirement
of such report may be served by malling
a copy thereof to the person whose al-
Ieged activities result In discharges
causing or contributing to the pollu-
tion of waters subject to the con-
ference or to the public hearing, or
In the caso of a corporation, partnership,
association, State, municipality, other
political subdivision of a State, upon an
authorized representative thereof at his
residence, office or place of business as
ascertained by the Administrator:
§ 107.5 Report; form and content, time
for submission.
(a) No particular form for such re-
porting will be required unless specified
within the written request for or require-
ment of such report.
(b) Such report shall detail, based on
exlsting data, and covering such period
as the Administrator may direct, all per-
tinent and useful information as to the
character, kind and quantity of the dis-
ollarges, treated, or untreated, alleged to
be causing or contributing to the pollu-
tion of the waters. The reported data
shall Identify the causes and sources of
the alleged pollutional discharges and
,shall include but not be limited to ap-
plicable information as to the physical,
chemical, or biological properties of any
liquid, gaseous, solid,' radioactive, or
other substance composingthe dis-
charges in whole or in part. Thermal
characteristics of the discharges and the
level of heat in flow shall be included in
the reported data. Where available In
existing data, twenty-four (24) hour
daily average quantities of discharges, in
whole and of separate individual com-
ponent substances shall be stated either
In units of pounds per day or, as measur-
able in concentration, in milligrams per
liter. Peak hourly discharge quantities.
In whole, in combination, or of separate
individual component substances, which
exceed such twenty-four (24) hour daily
average by twenty (20) percent or more
shall be noted.
(c) Facilities or other.means used to
Prevent or reduce such discharges shall
he reported and described In sufficient
detail, including pertinent plans and
specifications, to permit a technical
Judgment of the present and future ef-
fectiveness of such facilities or other
means, together with any specific data
the Administrator may reasonably con-
sider necessary and useful. Plans for
future improvement of existing facilities
or other means or for the installation of
new facilities or other means may be in-
cluded, together with a projected time-
table for their planning and installation,
at the option of the respondent.
(d) Five (5) copies of the report shall
be furnished. It shall be directed to the
Administrator, be dated, clearly identify
the subject matter of the report, bear the
name, address and telephone number of
the reporting person and shall be signed
by such person, or in the case of a cor-
poF.atlon, municipality or other political
subdivision, by a duly authorized officer
thereof. The report shall be clearly typed,
printed, or duplicated and shall be se-
curely stapled or otherwise fastened.
Each page shall be numbered and In
proper sequence. Any exhibits shall be
Included in or securely attached to the
report.
(a) Such reports shall be filed with the
Administrator within such time as spe-
cified in his written request or require-
ment which shall not be less than thirty
(30) days from the date of the request or
requirement unless the Administrator
finds that an emergency exists requiring
the report to be furnished in a shorter
time, or unless an extension for good
cause shown is requested of and granted
by the Administrator in writing.
§ 107.6 Protection of trade secrets; con-
fidential information.
No person shall be required in such
report to divulge trade secrets or secret
processes and all information reported
shall be considered confidential for the
Purposes of section 1905 of title 18 of
the United States Code which provides:
Whoever, being an officer or employee of
the United States or of any department or
agency thereof, publishes, divulges, discloses,
or makes,known in any manner or to any
extent not authorized by law any informa-
tion coming to him In the course of his
employment or official duties or by reason
of any examination or Investigation made
by, or return, report or record made to or
filed with, such department or agency or
officer or employee thereof, which Informa-
tion concerns or relates to the trade secrete,
processes, operations, style of work, or ap-
paratus, or to the Identity, confidential
statistical data, amount or source oI any In-
come, profits, losses, or expenditures of any
person, firm, partnership, corporation, or
association; or permits any income return
or copy thereof of any book containing any
abstract or particulars thereof to be coon or
examined by any persons except as provided
by law; shall be fined. not more than $1.000,
or Imprisoned not more than 1 year, or both;
and shall be removed from office or employ -
moat. June 26. 1948. c. 645, 62 Stat. 191.
107.7 Penalties.
(a) If any person fails to file a report
required by the Administrator in con-
nection with any public hearing within
the.time set for the filing of such report
and such failure shall continue for thirty
(30) days after written notice of such
default given by the Administrator to
such persons by registered or certified
mail at his last known address, such per-
son shall forfeit to the United States the
sum of $100 for each and every day of
continued default following immediately
upon the expiration of the thirtieth
(30th) day after the Administrator has
given written notice; such forfeiture to
be paid into the Treasury of the United
States.
(b) If any person, having agreed to
submit a report to any conference, falls
to file a report requested by the Admin-
istrator in response to a request of a
majority of the conferees in such con-
ference within the time set for the filing
of such report and such failure shall con-
tinue for thirty (30) days after written
notice of such default given by the Ad-
ministrator to such person by registered
or certified mail at his last known ad-
dress, the Administrator shall forthwith
report such failure to the conferees.
(c) A majority of the conferees of
said conference may order such person
to -be subject to a forfeiture of $100 for
each and every day of continued default
following immediately upon the expira-
tion of the thirtieth (30th) day after
the Administrator has given written no-
tice; such forfeiture to be paid into the
Treasury of the United States.
(d) Such forfeitures, without demand
or further notice, may be recovered in
a civil suit in the name of the United
States brought in the district in which
such person has his principal office or
In wbfch he does business.
(a) The Administrator may, upon
timely application therefor, remit or
mitigate any forfeiture and he shall have
authority to determine the facts upon
all such applications.
PART 109—CRITERIA FOR STATE,
LOCAL AND REGIONAL OIL RE-
MOVAL CONTINGENCY PLANS
Sec.
109.1 Applicability.
109.2 Definitions. _
109.3 Purpose and scope.
109A Relationship to Federal _response
actions.
109.5 Development and Implementation crl-
terla for State, local and regional oil
removal contingency plans.
109.6 Coordination. -
AUTHORITY: The provisions of this Part 109
issued under sec. 11(j) (1) (U), 84 Stat, 06, 33
U.S.C,1161(j) (1) (S).
FEDERAL REGISTER, VOL. 36, NO. 228—THURSDAY, NOVEMBER 25, 1971
HeinOnline -- 36 Fed. Reg. 22486 1971

2�t86
RULES AND REGULATIONS
§ 109.1 Applicability.
The criteria in this part are provided
to assist State, local and regional agen-
cies in the development of oil removal
contingency plans for the inland naviga-
ble waters of the 'United States and all
areas other than the high seas, coastal
and contiguous zone waters, coastal and
Great bakes ports and harbors and such
other areas as may be agreed upon be-
tween the Environmental Protection
Agency and the Department Of Tramper-
tation in accordance with section
11(j) (1) (B) of the Federal Act, Execu-
tive Order No. 11548 dated July 20, 2970
(35 F.R. 11677) and section 3DG.2 of the
National Oil and Hazardous Materials
Pollution Contingency Plan (35 F.R.
8511).
§ 109.2 DefinWorm
As used in these guidelines, the follow-
ing terms shall have the meaning indi-
cated below:
(a) "Oil" means oil of any kind or In
any form, including. but not limited to,
petroleum, fuel oil, sludge, oil refuse, and
oil mixed with wastes other than dredged
spoil.
(b) "Discharge" Includes, but fs not
limited to, any spilling. leaking, pumping,
pouring, emitting, emptying. or dumping.
(a) "Remove" or "removal" refers to
the removal of the oil from the water
and shorelines or the taking of such other
actions as may be necessary to minlmlza
or mitigate damage to the public health
or welfare, Including, but not ltmlted to,
fish, shellfish, wildlife, and public and
private property, shorelines, and beaches.
(d) "Major dizaster" means any hurri-
cane, tornado, storm, flood, high water,
wind -driven water, tidal wave, earth-
quake, drought, fire, or other catastrophe
in any part of the'United States which,
in the determination of the President, is
or threatens to become of suIDclentsever-
ity and magnitude to warrant disaster
assistance by the Federal Government to
supplement the efforts and available re-
sources of States and local governments
and relief organizations in alleviating the
damage, loss, hardship, or suffering
caused thereby.
(e) "'United States" means the States,
the District of Columbia, the Common-
wealth of Puerto Rico, the Conal Zona,
Guam, American Samoa, the Virgin is-
lands, and the Trust Territory of the
Pacific islands.
(f) "Federal Act" means the Federal
'Water Pollution Control Act, as amended,
33 II-S.C. 1151. et seq.
§ 109.3 Purposcand<copa
The guidelines In this part establish
minimum criteria for the development
and implementation of State, local, and
regional contingency plans by State and
local governments in consultation with
private interests to Insure timely, elII-
cient, coordinated and effective action to
minimive damage resulting from oil dis-
charges. Such plans will be directed to -
'ward the protection of the public health
or welfare of the'United States, Includ-
inC, but not limited to, fish, shellfish,
wildlife, and public and private property.
shorelines, and beaches. The develop-
ment and implementation of such plans
shall be consistent with the National Oil
and Hazardous Materials Pollution Con-
tingency Plan. State, local and regional
oil removal contingency plans sball pro-
vide for the coordination of the total
response to an all discharge so that con-
tingency organizations established there-
under can function independently, in
conjunction with each other, or in con-
junction with the National and Regional
Response Teams established by the Na-
tional Oil and Hazardous Materials
Pollution Contingency Plan.
109.4 ReIntionship- to Federal re,
eponsc actions.
The National Oil and Hazardous Mate-
rials Pollution Contingency Plan provides
that the Federal on -scene commander
shall investigate all reported spills. If
such Investigation shows that appropri-
ate action Is being taken by either the
discharger or non -Federal entities, the
Federal on-scane commander sball moni-
tor and provide advice or assistance, as
required. If appropriate containment or
cleanup action is not being taken by the
discharger or non -Federal entities, the
Federal on -scene commander will take
control of the response activity in accord-
ance with section 11(c)(1) of the Fed-
eral Act.
§ 109.5 Development and implementa-
tion criteria for State, local and ro-
gionai oil removal contingency plops.
Criteria for the development and im-
plementation of State, local and regional
Oil removal contingency plans are:
(a) Definition of the authorities, re-
sponsibllltles and duties' of all persons,
organizations Or agencies which are to
be Involved or could be Involved In
planning or directing on removal opera-
tlons, with particular care to clearly
define the authorities, responsibilities and
duties of State and local governmental
agencies to avoid unnecessary duplication
of contingency planning activities and to
minimize the potential for conflict and
confusion that could be generated In an
emergency situation as a result of such
duplications.
(b) Establishment of notification pro-
cedure3 for the purpose of early detec-
tion and timely notification of an oil
discharge Including:
(1) The identificationofcritical water
use areas to facilitate the reporting of
and response to oil discharges.
(2) A current list of names, telephone
numbers and addresses of the responsible
persons and alternates on call to receive
notification of an oil discharge as well
as the names, telephone numbers end
addresses of the organizations and agen-
cies to be notified when an oil discharge
Is discovered.
(3) Provisions for access to a reliable
communications system for timelz nott-
fication of an oil discharge and Incor-
poration In the communications system
of the capability for interconnection with
the communciations systems established
under related oil removal contingency
plans, particularly State and National
plans.
(4) An established, prearranged Pro-
cedure for requesting assistance during
a major disaster or when the situation
exceeds the response capability of the
State, local or regional authority.
(a) Provisions to assure that full re-
source capability is known and can be
committed during an oil discharge situa-
tion including:
(1) The Identificationandinventory
of applicable equipment, materials and
supplies which are available locally and
regionally.
(2) An estimate of the equipment, ma-
terials and supplies which would be
required to remove the maximum on dis-
charge to be anticipated.
(3) Development of agreements and
arrangements to advance of an oil dis-
charge for the acquisition of equipment,
materials and supplies to be used in re-
sponding to such a discharge.
(d) Provisions for well defined and
specific actions to be taken after dis-
covery and notification of an oil dis-
charge including:
(1) Specification of an oil discharge
response operating team consisting of,
trained, prepared and available operat-
ing personnel.
(2) Predesignation of aproperiyquali-
fled OR discharge response coordinator
who is charged with the responsibility
and delegated commensurate authority
for directing and coordinating response
operations and who knows how to request
assistance from Federal authorities -
operating under existing national and
regional contingency plans.
(3) A preplanned location for an oil
discharge response operations center and
a reliable communications system for
directing the coordinated 'overall re-
sponse Operations.
(4) Provisions for varying degrees of
response effort depending on the severity
of the oil discharge.
(5) Specification of the order of
priority in which the -various water uses
are to be protected where more than one
water use may be adversely affected as
a result of an oil discharge and where
response operations may not be adequate
to protect all uses.
(e) Specific and well defined prcce-
dures to facilitate recovery.of damages
and enforcement measures as provided
for by State and local statutes -and
ordinances. -"
§ 109.6 Coordinntion.
For the purposes of coordination, the
'contingency plans of State and local gov-
ernments should be developed and imple-
mented in consultation with private
interests. A copy of any oil removal con-
tingency plan developed by State and
local governments should be forwarded
to the Council on Environmental Quality
upon. request to facilitate the coordina-
tion of these contingency plans With the
National Oil and Hazardous Materials
Pollution Contingency Plan.
FEDERAL REGISTER, VOL 36, NO. 226—THURSDAY, NOVEMBER 25, 1971
HeinOnline -- 36 Fed. Reg. 22485 1971

SITE DATA:Ns
111110
,:.�;=„'t i _ '�':" •'�` .
1. OWNER DEVELOPER:"` ..x*r.t'a'sy 'rt.. __,
RENEWABLE GREEN. INC. BARNHILL CONTRACTING. CO."._, n•;;rp,'r_'., ' -^„ `� ,. i`` \
149 LILLY ROAD 1304 US HIGHWAY 17 SOUTH.>
SOUTH MILLS. NC 27976 ELIZABETH CITY, NC 27909 -
252-771-8147 252-384-2122'-^
2. SITE INFORMATION: 110,
r j•,.�, a „''. _ .. _` i"- �� - x "".'`
PIN/ 8903 244603 & 8903 248487 • n-".* x `� - "" _ `j'
n
D.B. 1274, PG. 826
-
TAX MAP/LOT: P88-1 & 2B
r
c
SITE AREA: 875.717 SF 20.10 AC
ZONING: I-i (COUNTY); 1-1 & I-2 (CITY)
ADDRESS: 541 SUNGRO DRIVE • - ..., ,� , �' ,a,*
ELIZABETH CITY, NC 27909
n'
EXISTING USE: FORMER COMPOSTING FACILITY ,
PROPOSED USE: ASPHALT PLANT
3. MINIMUM SETBACKS: €A- r �I ,� \K "
COUNTY (1-11 CITY 11-il CITY (I- 1 '-: �-
STREET: 40' 35' 40'
K
SIDE: 1020' 15' '�; z $ '. z ' -,• ^�• �•` -.\
REAR: 30' 20' 15'
r
4. EXISTING OFFICE &ASSOCIATED PARKING TO REMAIN.
5. SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN ON
F.I.R.M. PANEL 3720890300J. DATED DECEMBER 5, 2004.
6. THERE ARE NO WETLANDS LOCATED WITHIN THE PROJECT
AREA.
7. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY TAKEN
FROM PLAT RECORDED IN M.B. 26. PG. 2.
8. THERE IS NO NET INCREASE IN IMPERVIOUS COVERAGE.
9. MAXIMUM HEIGHT IN COUNTY 1-1 ZONE: 56 FEET
DOES NOT INCLUDE NON —HABITABLE STRUCTURES
SUCH AS SILOS.
10. DEMOLITION OF STRUCTURES IS AS SHOWN ON PLAN. ALL
REMAINING STRUCTURES TO REMAIN (OFFICE & STORAGE).
11. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED
ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND
AFTER EACH MAJOR STORM EVENT, FAILURE TO KEEP
EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY
RESULT IN THE ISSUANCE OF A STOP WORK ORDER.
11. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL
BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
12. DISTURBED AREA WALL NOT EXCEED 11.0 ACRES.
13. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS,
ENCLOSURES, ETC. SHALL BE ERECTED ON THIS SITE
WITHOUT PRIOR APPROVAL FROM THE CITY OF ELIZABETH
CITY DEPARTMENT OF PLANNING & COMMUNITY
DEVELOPMENT OR PASOUOTANK COUNTY PLANNING &
INSPECTIONS (WHICHEVER IS APPLICABLE).
14. SITE INFORMATION TAKEN FROM "TOPOGRAPHIC SURVEY FOR
SUN GRO HORTICULTURE" PERFORMED BY JASON A.
MIZELLE, PLS DATED FEBRUARY 17, 2012, FIELD
INFORMATION COLLECTED BY EASTERN CAROLINA
ENGINEERING AND SUPPLEMENTED WITH AVAILABLE 2016
AERIAL IMAGERY,
15. LOT COVERAGE
EXISTING IMPERVIOUS a 490.727 SF (11.27 AC)
(GRAVEL. BUILDING. PAVEMENT & CONCRETE)
IMPERVIOUS TO BE DEMOLISHED - 102,979 SF (2.35 AC)
PROPOSED HAUL ROAD AND - 99.149 SF (2.28 AC)
COMPACTED STOCKPILE AREAS
KLOULIANI IMYLKAUUD - 400.i
NET REDUCTION . 3,830 SF (0.09 AC)
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NORFOLK SOUTHERN RAILROAD (66' R/M
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VICINITY MAP
SITE DATA:�_
EXISTING JV
1. OWNER DEVELOPER: SEDIMENT TRAP - MATCH
RENEWABLE GREEN, INC. BARNHILL CONTRACTING, CO. W/ ROCK WEIR - - - - - E- - - - EXISTING
149 LILLY ROAD 1304 US HIGHWAY 17 SOUTH - - - - ��' / - CONCRETE 69•
SOUTH MILLS, NC 27976 ELIZABETH CITY, NC 27909
252-771 -8147 252-384-2122 /'�✓�
\\ 's PROPOSED SWALE
\\
2. SITE INFORMATION. Vy �YF,9G � � � - - - � - - � - \
PIN# 8903 244603 & 8903 248487 �< _ _ _ _ _ _ 0.167 � / R� _ _ _ _ _ _ _ , _ i RE -GRADE \
D.8. 1274, PG. 826 { qp \ r� DITCH AS
TAX MAP/LOT: P88-1 & 26 EXISTING DITCH \ �\ ��•>'p TIE TO / / _ _ _ _ _ / NECESSARY \
DI
SITE AREA: 875,717 SF - 20.10 AC TO REMAIN \ I NVSTIN 10.15CH
ZONING: 1-1 (COUNTY); 1-1 & 1-2 (CITY)
ADDRESS: 841 SUNGRO DRIVE I RE-GRADE
AR
A0R S
-F-
ELIZABETH CITY, NC 27909I
� POSITIVE DRAINAGE
EXISTING USE: FORMER COMPOSTING FACILITY
PROPOSED USE: ASPHALT PLANT / O\ - - - - - - / RE -GRADE AREA AS
pA.
NECESSARY FOR
3. MINIMUM SETBACKS: EXISTING v POSITIVE DRAINAGE
j
PERIMETER DITCH q
COUNTY (1-1) T3RE-GRADE AREA AS
CITY (1-2 � .I °i�P
STREET: �� \\
y `EXISTING DITCH �„� NECESSARY FOR \\ \ \
SIDE: 10' 20' 15' p - - - - -
REAR: 30' 20' 15 'f� - I TO REMAIN Gepj / - - - / POSITIVE DRAINAGE
\\`\\ {
4. EXISTING OFFICE & ASSOCIATED PARKING TO REMAIN. poc, y �� - - - / RE-GRADEDITCH AS
\ \
5. SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN ON �\ _ / - _ _ _ _ _ NECESSARY \ • \ \
F.I.R.M. PANEL 3720890300J, DATED DECEMBER 5, 2004. \ I EXISTING
REMAINDITCH
/
6. THERE ARE NO WETLANDS LOCATED WITHIN THE PROJECT
T./ MATCH
AREA. BEGIN SWALE PAVEMENT
7. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY TAKEN \\ / / /. - - . / INV. = 13.50 �\ J�Q t13.65 \
FROM PLAT RECORDED IN M.B. 26, PG. 2. \\\ -
8. THERE IS NO NET INCREASE IN IMPERVIOUS COVERAGE. N/F 9
SHELTON EARLY BRIGHT 1 TIE TO � / � / \� rs�` PROPOSE
9. MAXIMUM HEIGHT IN COUNTY-1 ZONE: 56 FEET MARGARET BRIGHT 1*` E%ISTING DITCH _ / f
70 LF 15" R P
DOES NOT INCLUDE NON -HABITABLE STRUCTURES P57-20i!k INV. = 9.90 - - - / PROPOSE`�ALE 0 �O�i ' ' INV. = 11.15
8903 138507 '�© r
SUCH AS SILOS. ZONED: A-1 (COUNTY) \- - �- ' '
PROPOSED \ ��
�\ 50 LF 18" RCP \ / ''0.
10. DEMOLITION OF STRUCTURES IS AS SHOWN ON PLAN. ALL INV. = 9.80 RELOCATED DITCH --r"� _F1P11�vow �\ \
REMAINING STRUCTURES TO REMAIN (OFFICE & STORAGE). CL ROAD 12.50 CRDWNi \ \
11, CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED
ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND y �\� -'y RE GRADE AREA AS
AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP EXISTING n NECESSARY FOR
EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY PERIMETER DITCH 14 POSITIVE DRAINAGE EXISTING 24" CAff\_
RESULT IN THE ISSUANCE OF A STOP WORK ORDER. N TO REMAIN
11. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED `W INV. 10.30 \ 1
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL `pit' \ �\ -_ • f; - / _ ' _ _ _ ZO SlpjgpCK
BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
12. DISTURBED AREA WILL NOT EXCEED 11.0 ACRES.'f�tY
03 �\ RE -GRADE AREA AS OSED A4
13. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, \ NECESSARY FOR _ 50 LF t8( gigtA
' RCP ��
ENCLOSURES, ETC. SHALL BE ERECTED ON THIS SITE \ POSITIVE DRAINAGE INK: = 9.85 �" N/F
WITHOUT PRIOR APPROVAL FROM THE CITY OF ELIZABETH \ ■ ,ROAD 12 _ ALBEMARLE BUILDERS
CITY DEPARTMENT OF PLANNING & COMMUNITY EXISTING DITCH •, - - SUPPLY ,
DEVELOPMENT OR PASQUOTANK COUNTY PLANNING & TO REMAIN P88-1C
INSPECTIONS (WHICHEVER IS APPLICABLE). - -'�- _ �' 8903 343331
EXISTING '1 EXISTING DITCH - \ ZONED: I-2 (CITY)
14. SITE INFORMATION TAKEN FROM "TOPOGRAPHIC SURVEY FOR SEDIMENT TRAP TO BE REGRADED EXISTING DITCH
SUN GRO HORTICULTURE" PERFORMED BY JASON A. W/ ROCK WEIR
MIZELLE, PLS DATED FEBRUARY 17, 2012, FIELD
INFORMATION COLLECTED BY EASTERN CAROLINA
ENGINEERING AND SUPPLEMENTED WITH AVAILABLE 2016
AERIAL IMAGERY.
15. LOT COVERAGE ^�4
EXISTING IMPERVIOUS = 490,727 SF (11.27 AC) _ - �,• �N
(GRAVEL, BUILDING, PAVEMENT & CONCRETE)
IMPERVIOUS TO BE DEMOLISHED = 102,979 SF (2.36 AC)
PROPOSED HAUL ROAD AND = 99,149 SF (2.28 AC)
COMPACTED STOCKPILE AREAS \\
RESULTAN= 4 4
NET REDUCTION = 3,830 SF (0.09 AC)
EXI
10 SIDE SETBAI
J N/F
MID -ATLANTIC
\ COCA -COLA BOTTLING, CO.
P88-1A
8903 239934 !�
ZONED: 1-1 (COUNTY)
-- N 0.2�% = - ' 98 TO REMAIN -
023
37"W
554, 35'
N/F
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my COCA -COLA BOTTLING, CO.
V P88-1B -
8903 239934 _ -
\ Z ZONED: 1-1 (COUNTY) ,J
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I I_
NORFOLK SOUTHERN RAILROAD (66' RNA
r
VICINITY MAP
EXISTING J �- --1 - y ® "
PERIMETER DITCH _ _ . . 00 ,�D.DD C(,
PA
VEME
t13.50-SF-SFSILT FENCE
LIMITS OF DISTURBANCE
,
l _ _ _ _ - - - - - - - ✓ RE -GRADE AREA AS Y`A� 54�) DITCH HP G%ll \
_ NECESSARY FOR y+ CHECK DAM
INV. = 12.50
r POSITIVE DRAINAGE ,L� O
s> _ ce TEMPORARY GRAVEL
44 � � ♦ RE -GRADE CONSTRUCTION ENTRANCE
I ^ �/G
- MATCH - - � � � - -EXISTING CONCRETE SLAB TO REMAIN � � � �> � 19` �� ♦ DITCH AS
EXISTING
o - CONCRETE . - - - - - ' gNa' ♦♦ NECESSARY \
RIP -RAP
\_- _ \
_ ' ♦ �% a ® w ® . . ® i . DRAINAGE AREA LIMITS
I RE -GRADE AREA AS ♦ � \ Os
' NECESSARY FOR ♦ \
_ _ � POSITIVE DRAINAGE
. E
\00 to:: . w. . ®ram mar w s,I..... s_s ee r: r r.w� �s� ♦ ,j� \
S © ' // ♦ r \
J PROPOSED
" RCP MATCH
1XIZI, CL ROAD = 13.00 IINV.IN S 300 , PAVEME\`+`_�
\ ; _ _ .� sari. �� / PROPOSED t14.00 \
�� _ 70 LF 15" RCP
` \
EXISTING DITCH / _ INV. = 11.50
TO REMAIN I ♦ \
URAINAGE AREA'B' MATCH
SITE DATA: � � - t � � E- - ♦ � - EXISTING
�� _ _ - _ �-
EXISTING � � \
1. OWNER DEVELOPER: SEDIMENT TRAP �� - �- / E'er - CONCRETE
RENEWABLE GREEN, INC. BARNHILL CONTRACTING, CO. W/ ROCK WEIR
149 LILLY ROAD 1304 US HIGHWAY 17 SOUTH 40 0. ACR
SOUTH MILLS, NC 27976 ELIZABETH CITY, NC 27909 �� DIS RBA E WI IN - _
252-771-8147 252-384-2122 \ .L AIN AR ' ' ' PROPOSED SWALE.
0.16% �. _ RE-GH AS
RADE \
2. SITE INFORMATION: gP _ ®ijJECESSARY \
PIN# 8903 244603 & 8903 248487 o.pa _ _ _ _ �(�'{x'
TIE TO
D.B. 1274, PG. 826 EXISTING DITCH \ "}' - - - - - - 1 I INV. 10J5 EXISTING DITCH - - -,
TAX MAP/LOT: P88-1 & 26 TO REMAIN \ _ / , - - _ _ ' \
= _ x %��
SITE AREA: 875,717 SF = 20.10 AC
ZONING: 1-1 (COUNTY); I-1 & 1-2 (CITY) \\ -'1L RE -GRADE AREA AS
II T NECESSARY FOR Y \
ADDRESS: 841 SUNGRO DRIVE POSITIVE DRAINAGE
ELIZABETH CITY, NC 27909 ♦� �� \ ;
_�. RE -GRADE AREA AS �-
EXISTING USE: FORMER COMPOSTING FACILITY - - - - I R �O+ NECESSARY FOR , �p \
PROPOSED USE: ASPHALT PLANT -- DRAINAGE A l I E A' A' -
p POSITIVE DRAINAGE ��,�0
EXISTING w 4F �+� s w r w��'/ �[,
3. MINIMUM SETBACKS: PERIMETER DITCH P`/� - _
y\ G� RE -GRADE AREA AS
COUNTY (I-11 Y -1 CITY EXISTING DITCH 6.40 =REF er¢ NSITIVE Rv FOR �STREET: 40' 35' 40' k DISTURBOrvOG POSITIVE DRAINAGESIDE: 10' 20' 15' ♦ TO REMAIN DRAINAppP/ _ _ _ �a
REAR: 30' 20' 15'` �7 / r
,y�y ?�"}�'� RE -GRADE ® \ \
4. EXISTING OFFICE & ASSOCIATED PARKING TO REMAIN. y _ DITCH AS / ® y
ty \y NECESSARY / -k
5. SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN ON
F.I.R.M. PANEL 3720890300J, DATED DECEMBER 5, 2004. Y _ / _ MATCH\
EXISTING DITCH F+l +.. �� 1 � �_�� +-�- �--�--� � I % - BEGIN SWALE ` PAVEMENT
6. THERE ARE NO WETLANDS LOCATED WITHIN THE PROJECT TO REMAIN - �( _ INV. = 13.50 s t13.65 \
AREA.
7. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY TAKEN,
FROM PLAT RECORDED IN M.B. 26, PG, 2.
8. THERE IS NO NET INCREASE IN IMPERVIOUS COVERAGE.
9. MAXIMUM HEIGHT IN COUNTY I-1 ZONE: 56 FEET
DOES NOT INCLUDE NON -HABITABLE STRUCTURES
SUCH AS SILOS.
10. DEMOLITION OF STRUCTURES IS AS SHOWN ON PLAN. ALL
REMAINING STRUCTURES TO REMAIN (OFFICE & STORAGE).
11. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED
ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND
AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP
EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY
RESULT IN THE ISSUANCE OF A STOP WORK ORDER.
11. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL
BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
12. DISTURBED AREA WILL NOT EXCEED 11.0 ACRES.
13. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS,
ENCLOSURES, ETC. SHALL BE ERECTED ON THIS SITE
WITHOUT PRIOR APPROVAL FROM THE CITY OF ELIZABETH
CITY DEPARTMENT OF PLANNING & COMMUNITY
DEVELOPMENT OR PASQUOTANK COUNTY PLANNING &
INSPECTIONS (WHICHEVER IS APPLICABLE).
14. SITE INFORMATION TAKEN FROM "TOPOGRAPHIC SURVEY FOR
SUN GIRD HORTICULTURE" PERFORMED BY JASON A.
MIZELLE, PLS DATED FEBRUARY 17, 2012, FIELD
INFORMATION COLLECTED BY EASTERN CAROLINA
ENGINEERING AND SUPPLEMENTED WITH AVAILABLE 2016
AERIAL IMAGERY.
15. LOT COVERAGE
EXISTING IMPERVIOUS = 490,727 SF (11.27 AC)
(GRAVEL, BUILDING, PAVEMENT & CONCRETE)
IMPERVIOUS TO BE DEMOLISHED = 102,979 SF (2.36 AC)
PROPOSED HAUL ROAD AND = 99,149 SF (2.28 AC)
COMPACTED STOCKPILE AREAS
A U = 4
NET REDUCTION = 3,830 SF (0.09 AC)
R \\ A9
N/FSHELTON EARLY BRIGHT \i\p'\
MARGARET BRIGHT
P57-20
8903 138507
ZONED: A-1 (COUNTY)
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CL ROAD 12.50
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4 �Q. POSITIVE DRAINAGE
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TOP - OF BANK
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0 0 0 0 000000° o°
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CLASS B STONE
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PROFILE CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/3 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID JOINTS. WHEN THE 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 THE
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 AND A 6 MONTH UV PROTECTION RATING.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 81NCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM 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
6" X 32" WIRE FENCE
FILTER FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
FLOW
UPSLOPE V`{;
0 8" MINIMUM
I
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A. NCDOT CLASS 'A' STONE SHALL BE USED. STONE SHALL BE INSTALLED AT 6" MINIMUM DEPTH.
B. PAD SHALL BE MINIMUM OF 50' MIN. IN LENGTH. WITH SHALL BE 12' MINIMUM OR FULL WIDTH OF
DRIVEWAY, WHICHEVER IS GREATER.
C. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS TO BE PROVIDED.
D. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES.
E. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
F. AFTER EACH RAINFALL EVENT, INSPECT AND CLEAN AS NECESSARY.
G. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
(RO " 4 .. 3Q FT
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
8" BLACK ZIPTIE OR
ALUMINUM TIE WITH
UV PROTECTION
STEEL FENCE POST
5' - 0.85 LB. FT. T-TYPE
4" MINIMUM
STEEL POST
SILT FENCE DETAIL
NTS
NTS
18"-24" HEIGHT
0 MAX. JIANUAKU �IKLNUIN rILILK rADRN. Alin mnG ruv<.G
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6' MAX. EXTRA STRENGTH FILTER FABRIC WITHOUT WIRE FENCE
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6" X 32" WIRE FENCE
18-24"
-
I Q
8' DOWN & 4"
FORWARD ALONG
- THE TRENCH
FILTER FABRIC
PVC END CAP PVC ELBOW
WATER SURFACE
o°°°o o°o u
PVC END CAP
PVC TEED
SCHEDULE 40 PVC
PVC PIPE PIPE 0 1.4 TIMES
1/2" HOLES IN WATER DEPTH UP
UNDERSIDE TO 6' MAX.
OUTFLOW DEVICE:
SCH 40 PVC PIPE
& FITTINGS
\ FLEXIBLE HOSE
\--CONNECT HOSE TO
DRAOAT OULOW
EX
END VIEW SSTRUCTUREGUISING PE HO EEC AMP
OR APPROPRIATE ADAPTER
4" SKIMMER
NITS
PVC VENT PIPE
.7
SCHEDULE 40
PVC PIPE
'-ORIFICE PLATE
/
ORIFICE DIAMETER: 2.75"
PVC TEE W/ ENDS CAPPED
(ORIENTED PERP. TO ARM
DISTANCE TO
ASSEMBLY). LENGTH FROM END CAP
MATCH HEIGHT OF
TO END CAP TO MATCH WIDTH OF
OUTFALL PIPE
SKIMMER HEAD ("ENCLOSURE")
SUPPORT
OR
PROVIDE A SMALL PILE OF RIPRAP OR
B
CONCRETE MASONRY BLOCK DIRECTLY
SKIMMER T
O
SETTLE ONVTOCROSS ATT LOWORPOND VOLUME S
O O
O
BOTTOM SURFACE
(FOR DRY PONDS)
FRONT VIEW
ALL SCHEDULE
40 PVC PIPE &
FITTINGS SHALL
BE 4" MIN. DIA.
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE EROSION AND SEDIMENT
CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF ENVIRONMENTAL AND NATURAL
RESOURCES. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PROVIDED ON ALL AREAS OF
THE SITE WHICH ARE DISTURBED OR GRADED.
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS
FROM THE LAST LAND -DISTURBING ACTIVITY FOR SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH,
FOR SLOPES 4:1 OR FLATTER OF ANY LENGTH (EXCEPT FOR PERIMETERS AND HOW ZONES), AND SLOPES NO
STEEPER THAN 2:1 AND LESS THAN 10' IN LENGTH.
PROVIDE A GROUNDCOVER( ) TEMPORARY OR PERMANENT ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOR
SLOPES STEEPER THAN 3:1 OR SLOPES 3:1 OR FLATTER GREATER THAN 50' IN LENGTH, FOR HIGH QUALITY
WATER (HWQ) ZONES, AND PERIMETER DIKES, SWALES, DITCHES AND SLOPES.
PROVIDE GROUNDCOVER (TEMPORARY OR PERMANENT) ON ALL EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING CLEARING; SHALL
CONTINUE DURING CONSTRUCTION AND SHALL CONTINUE WITH THE NECESSARY MAINTENANCE UNTIL THE
DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL AND/OR STATE SOIL EROSION AND SEDIMENTATION
CONTROL LAWS SHALL BE THE ENTIRE RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED
TO SERVE ONLY AS A GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING STRUCTURES AND
FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ITEMS TO BE
PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO, CATCH BASINS, NATURAL WATERWAYS, DRAINAGE
DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEEDING MIXTURE RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
INLET ZONE
25% OF
SURFACE AREA
5' CREST WIDTH-\
INFLOW 1
PIPE OR
DITCH
RIPRAP
EARTHEN
EMBANKMENT
WITH STABILIZED
SIDE SLOPES
SEEDING SCHEDULE
FIRST CHAMBER
25% OF
SURFACE AREA
SECOND CHAMBER
25% OF OUTLET ZONE
SURFACE AREA 25% OF
SURFACE AREA
RIPRAP
`-EMERGENCY
SPILLWAY
SKIMMER
DEWATERING
DEVICE
BAFFLES
SEDIMENT BASIN DETAIL
DRAPE BAFFLE MATERIAL
OVER WIRE STRAND AND
SECURE WITH PLASTIC TIES
AT POSTS AND ON WIRE
EVERY 12"
9 GAUGE MIN. HIGH
TENSION WIRE STRAND
SHALL BE SECURED 3' MIl
TO POST TO SUPPORT
BAFFLE MATERIAL
I�
BAFFLE MATERIAL
-IF THE TEMPORARY SEDIMENT BASIN WILL BE
CONVERTED TO A PERMANENT STORMWATER
BASIN OF GREATER DEPTH, THE BAFFLE HEIGF
SHOULD BE BASED ON THE POOL DEPTH
DURING USE AS A TEMPORARY SEDIMENT BAS
NOTE: INSTALL THREE (3) COIR FIBER BAFFLE
IN BASINS AT DRAINAGE OUTLETS WITH A
SPACING OF 1/4 THE BASIN LENGTH. TWO (2;
COIR FIBER BAFFLES CAN BE INSTALLED IN T1
BASINS LESS THAN 20 FT. IN LENGTH WITH A
SPACING OF 1/3 THE BASIN LENGTH.
NTS
EXTEND 9 GAUGE `IRE TO BASIN SIDE
OR INSTALL T-POST TO ANCHOR
BAFFLE TO SIDE OF BASIN AND
SECURE TO VERTICAL POST
4' MAX
J
VARIABLE DEPTH
__--L SECURE BOTTOM OF BAFFLE
To rR(111Nn WITH 19" ITAPI FS
BAFFLE DETAIL
NTS
TOP, OF -BANK = 12..0
EARTHEN BERM W/ RIP RAP
OUTFLOW CONTROL PIPE
(SEE PLAN)
TYPICAL DITCH OR SWALE
NITS
6" MIN.
SEDIMENT BASIN SPILLWAY
NTS
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PAD(S). (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. INSTALL SILT FENCE.
4. CONSTRUCT SEDIMENT BASIN.
5. PROVIDE GROUND COVER IN ACCORDANCE WITH "EROSION CONTROL MEASURES"
DETAIL.
6. PERFORM GRADING AND DEMOLITION.
7. INSTALL IMPROVEMENTS AS SHOWN ON PLAN SHEET C200.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY
9. ONCE VEGETATION IS ESTABLISHED, REMOVE EROSION CONTROL DEVICES
UPSTREAM OF SEDIMENT BASIN. REMOVE SKIMMER AND PVC DRAIN PIPE.
RESTORE BASIN AREA TO ORIGINAL GRADES TO RECREATE SEDIMENT TRAP.
SEED & MULCH AREA.
10. ONCE RE-GRADEO AREA HAS ESTABLISHED VEGETATION, REMOVE ANY
REMAINING EROSION CONTROL DEVICES.
CONSTRUCTION SEQUENCING
SPILLWAY ELEV. = 10.50
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