NCG160205_COMPLETE FILE - HISTORICAL_20170918

STDRMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO. � /v
DOC TYPE I � HISTORICAL FILE
❑ MONITORING REPORTS

ROY COOPER
Gowner
MICHAEL S. REGAN
Srrretory
Environmental
Quality
September 18, 2017
R.E. RUSSEL, PRESIDENT
J.T. RUSSELL & SONS, INC.
POST OFFICE BOX 670
ALBEMARLE, NORTH CAROLINA 28002
Subject: Multimedia Compliance Inspection
J.T. Russel & Sons, Inc. — Lexington Asphalt Plant
Davidson County
Dear Permittee-
Department of Environmental Quality staff from the Winston-Salem Regional Office conducted a
multimedia compliance inspection of the J.T. Russel & Sons, Inc. — Lexington Asphalt PIant on
September 7, 2017 for permits and programs administered by the following Divisions:
Division of Air
Division of Energy,
Division of Water
Division of Waste
Quality
Mineral, and Land
Resources
Management
Resources
We appreciate your cooperation during the inspection and hope that you have enjoyed the benefit of our
initiative to provide a single inspector capable of handling multiple areas of environmental compliance at
your facility. The results of each applicable inspection and any associated response actions or necessary
corrective measures are detailed in the inspection letters/reports attached to this transmittal sheet. If a
Division report is not attached, you may assume compliance with that Division's rules and regulations at
the time of inspection. Please note, a follow-up inspection by DEM[LR staff will be forthcoming.
If you have any questions regarding this multimedia inspection, please contact Charles Gerstell at (704)
235-2144 or charles.>rerstellnncdenr.y. Thank you for your cooperation.
encl: Air Quality Inspection Report
Stormwater Inspection Report
cc: DAQ WSRO Files
DEMLR WSRO Files
DWR WSRO Files
DWM WSRO Files
State of North Cared'ina I Environmental Quality
Winston-Salem Regional office 1 450 VNest Hanes Mill Road Suite 300 I Winston-Salem. North Carolina 27105-7407
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NORTH CAROLINA DIVISION OF
AIR QUALITY
Inspection Report
Date: 09/ 12/2017
Facility Data
J. T. Russeil & Sons, Inc. - Lexington Asphalt Plant
205 Woodside Drive
Lexington, NC 27292
Lat: 35d 46.4448m Long: 80d 18.5148m
SIC: 2951 / Paving Mixtures And Blocks
NAICS: 324121 / Asphalt Paving Mixture and Block Manufacturing
Contact Data
Facility Contact Authorized Contact Technical Contact
Danny Barringer R. E. Russell Ben Speights
Plant Operator President Environmental Contact
[phone] [phone] [phone]
Comments:
Inspector's Signature:
Winston-Salem Regional Office
J. T. Russell & Sons, Inc. - Lexington Asphalt Plant
NC Facility ID 2900367
County/F1PS: Davidson/057
Permit Data
Permit 10202 / R02
Issued 8/12/2016
Expires 7/31/2024
Classification Synthetic Minor
Permit Status Active
Current Permit Application(s) None
Program Applicability
SIP
NSPS: Subpart I
Compliance Data
Inspection Date 09/07/2017
Inspector's Name Charles Gerstell
Operating Status Operating
Compliance Code Compliance - inspection
Action Code FCE
On -Site Inspection Result Compliance
Date of Signature: September 18, 2017 RS _
Total Actual emissions in TONS/YEAR: �1
TSP
S02
NOX
VOC
CO
PM10
* HAP
2015
2.44
3.14
2.20
2.46
6.94
1.57
323.00
Five Year Violation History: None
Date Letter Type Rule Violated
Performed Stack Tests since last FCE: None
Date Test Results Test Method(s)
* Highest HAP Emitted (in hounds
Violation Resolution Date
Source(s) Tested

PERMITTED SOURCES:
Emissions Source ID3
Emissions Source Description. � C.nntrol System ID`
wControl System Description
Counterflow drum -mix hot mix asphalt plant (300 tons per hour maximum rated capacity) capable of processing virgin or recycled
asphalt shingles and recycled asphalt pavement consisting of:
ES -MIX
Natural gas -fired dryer/mixer
CD-BH
Bagfilter (11,588 square feet of
(11SPS1)
(100 million Btu per hour maximum heat input)
filter area) with inertial separator
ES-HMA1,
ES-HMA2
Two hot mix asphalt storage silos
NIA
NIA
ES-TL1,
Two truck load -out operations
NIA
NIA
ES-TL2
(for silos ES-1-IMA1 and ES-HMA2, respectively)
ES-HTR
No. 2 fuel oil/natural gas -Fred hot oil heater
NIA
N/A
(1.41 million Btu per hour maximum heat input)
INSIGNIFICANT / EXEMPT SOURCES:
Em�ss�ons Exemption Exemption
Emissions Source Description.
Regulation , Descnpt�on
I -AC Above ground storage tank containing liquid
asphalt cement (25,000 gallons capacity)°storage tanks with no applicable
Above ground storage tank containing liquid ! requirements other than Stage I controls
I-AC2 2Q .0102 (g)(4)
asphalt cement (30,000 gallons capacity) ! pursuant to I5A NCAC 02D .0928,
Above ground storage tank containing No. 2 fuel Gasoline Service Stations Stage I"
1-FO oil (15,000 gallons capacity) ) !
INTRODUCTION:
On September 7, 2017, Charles Gerstell, NCDEQ Multimedia Inspector, contacted Mr. Levi Clark, Plant Manager, for an
announced multimedia compliance inspection of the subject facility. The facility was last inspected by Mr. Blair Palmer,
Environmental Specialist for the WSRO, on October 8, 2015, and the facility appeared to operating in compliance at that
time. Generally, the hours of operation are 8-9 hours per day, 5 days per week, and 52 weeks per year. However, the
facility may operate intermittently due to weather and/or customer orders. Mr. Clark confirmed that there are currently
no shingles of any kind being used in the asphalt process and there are no immediate plans of bringing any on -site. There
have been no physical changes made regarding the permitted equipment, since the previous inspection based on the on -
site observations and discussion with Mr. Clark.
SAFETY:
A safety vest should be worn at all times. Safety shoes, glasses, and hardhat are required while on -site. Inspectors should
be aware of truck traffic.
LATITUDE/LONGITUDE VERIFICATION:
The latitude and longitude coordinates of the facility were verified and did not need to be updated by this inspector.

APPLICABLE REGULATIONS:
The applicable regulations listed in the current permit (10202R02) are 2D .0202, 2D .0503, 2D .0506, 213.0516, 2D
.0521, 213.0524 (40 CFR 60, Subpart 1), 2D .0535, 213.0540, 213.0605, 213.0611, 2D. 1100, 2D. 1806, 2Q .0309, 2Q
.0315, 2Q .0317 (Avoidance) and 2Q .0711.
DISCUSSION:
Using a front-end bucket loader, the facility loads each of the individual aggregate components into their respective cold
feed bins. Once in the bins, a preset amount of stone, gravel, and sand is dropped onto a conveyor. The conveyor then
feeds the aggregate into the 100.0 million BTU/hr. counter -flow drum (ES -MIX). Counter flow means the aggregate
enters the drum in an opposite direction to the burner. Once in the drum, the aggregate is heated and then enters the
mixing area in the outer region of the drum. Once in the mixing area, asphalt cement is injected. Approximate mixing
proportions are: 95% aggregate and 5% asphalt cement. Reclaimed Asphalt Pavement (RAP), which is sorted from a
sizing screen, also is conveyed into the mixing area of the drum. Emissions from this process are controlled with one
bagfilter (CD-BH having 14,588 ftz of filter area) consisting of 756 bags. Pulsed air causes the collected particulate to fall
into the bagfilter's collection hopper where it is returned back to the mixing area of the drum via screw auger. From the
drum, the asphalt is discharged onto the drag conveyor which feeds the asphalt into two, adjacent, electrically heated
storage silos (ES-HMA1, ES-HMA2) where it is stored until loaded (ES-TL1, ES-TL2) into trucks.
PERMIT CONDITIONS:
Condition A.2 — This contains the requirements for 2D .0202 which requires the facility to prepare and send a permit
application 90 days prior to the expiration date of the permit. An emissions inventory report with the certification sheet
and supporting calculations should be sent with the application. The facility's permit is set to expire on July 31, 2024. The
next emissions inventory will be due for CY2023. This condition was discussed with Mr. Clark, and compliance with this
condition is anticipated.
Condition A.3 — This contains the requirements for 2D .0503 which requires the facility to control particulates from fuel
burning indirect heat exchangers. The No. 2 fuel oil/natural gas -fired hot oil heater (ES-HTR) is not allowed to have
emissions of particulate matter from the combustion of fuel exceeding 0.6 1bs./MMBtu, because it has a heat input less
than 10 MMBtu/hr. The last permit review (102021R02 by Taylor Hartsfield, Environmental Engineer) found that the
particulate matter emissions are equal to 0.00075 and 0.024 lbs./MMBtu. when combusting natural gas and No. 2 fuel oil,
respectively. The facility is operated solely on natural gas. No. 2 fuel oil is not used at this time. Compliance with this
condition is indicated.
Condition A.4 — This contains the requirements for 2D .0506 which requires the hot mix asphalt plant to limit particulate
matter emissions to the allowable rates. The limit is 60 pounds of PM per hour due to the facility having the potential to
process 300 tons of asphalt per hour. To comply, the facility must not allow visible emissions from stacks/vents or
fugitive emissions to exceed 20% opacity averaged over six minutes. A source test on the drum dryer/mixer (ES -MIX)
controlled by a bagfilter (CD-BH) conducted on August 2, 2012, tested the particulate emissions to comply with this rule.
The results were that 1.9 pounds of total PM per hour were being emitted. This is below the limit of 60 pounds of PM per
hour. If the emission sources operate according to manufacturer specifications and with any applicable control devices,
the sources should be in compliance with 2D .0506. No visible emissions except for steam were observed during this
inspection. Compliance with this condition is indicated.

Condition A.5 — This contains the requirements for 213.0516 which requires the facility to limit sulfur dioxide emissions
from combustion sources, In this facility's case, the combustion sources are the natural gas -fired drum dryer/mixer (ES -
MIX) and the No.2 fuel oil/natural gas -fired hot oil heater (ES-HTR). The sulfur dioxide emissions should not exceed 2.3
pounds per million Btu input. in the review for permit 10202/R02 written by Taylor Hartsfield, Environmental Engineer,
on August 12, 2016, it was calculated that the SOz emissions from the combustion of natural gas in the drum dryer/mixer
(ES -MIX) to be 0.0102 Ibs./MMBtu_ When combusting natural gas in the hot oil heater (ES-HTR), the SOi were
calculated to be 0.00059 lbs./MMBtu and 0.5071bs/MMBtu when combusting No. 2 fuel oil. The facility is currently not
combusting No. 2 fuel oil, Compliance with this condition is indicated.
Condition A.6 — This contains the requirements for 2D .0521 which requires the facility to control any visible emissions
from the emission sources that may be discharged from vents or stacks. if the emission sources were manufactured after
July 1, 1971, the visible emissions are not to exceed 20 percent opacity when averaged over a six -minute period. No
visible emissions with the exception of steam were observed during this inspection. Compliance with this condition is
indicated.
Condition A.7 — This contains the requirements for 2D .0524 which contains any "New Source Performance Standards"
applicable to the facility. The facility is subject to 40 CFR 60 Subpart I for "Hot Mix Asphalt Facilities." The facility must
comply with all notification, testing, reporting, recordkeeping, and monitoring requirements that are associated with the
regulation. The emission limitation is to not discharge particulate matter in excess of 90 mg/dscrn or exhibit a 20%
opacity or greater. A source test on the drum dryer/mixer controlled by a bagfilter (CD-BH) to comply with Subpart I was
conducted on August 2, 2012. The results of the test were 4.8 mg/dsem of filterable PM was emitted, and the highest
average six -minute opacity was 0%. These results were accepted on September 12, 2013, by the Technical Services
Section of the DAQ. Compliance with this condition is expected.
Condition A.8 — This contains the requirements for 2D .0535 which requires the facility to notify the DAQ of any source
causing an excess of emissions lasting more than four hours. During the inspection, Mr. Clark stated that there had not
been any excess emissions lasting more than four hours from the facility's permitted and exempt sources. Compliance
with this condition is indicated.
Condition A.9 — This contains the requirements for 2D .0540 which requires the facility to control any fugitive dust
emissions that may travel beyond the property boundary and cause a complaint. Ground surfaces at the facility were quite
wet due to heavy rains received prior to the inspection. During the inspection, no fugitive dust was observed traveling
beyond the property boundary. No complaints related to fugitive dust were recorded. in the (BEAM database.
Compliance with this condition is indicated.
Condition A.10 — This contains the requirements for North Carolina General Statute (NCGS) 143-215.108 and 213.0605
which requires the facility to retest the HMA plant for compliance with 2D .0506 and 2D .0524 (40 CFR 60 Subpart 1)
every ten years. This is per a Memorandum titled "Hot Mix Asphalt Plant Performance Testing/Emission Testing
Frequency" that was issued August 13, 2013, by the Director of the DAQ. The facility must test for filterable and
condensable particulate matter using EPA Methods 5 and 202, respectively. The results of the test for this facility must be
submitted to the DAQ-WSRO by August 31, 2022. In accordance with 2D .2602, a testing protocol must be provided to
DAQ prior to testing. Protocols are not required to be approved before the test date, but those that are received at least 45
days prior to the test date will be reviewed. The facility must provide at least 15 days of notice in written form prior to
any required performance testing, to provide DAQ the opportunity to have an observer present. The requirements of this
condition were discussed with Mr. Sorrell. Compliance with this condition is expected.
Condition A.11 — This contains the requirements for 2D .0611 which requires the facility to perform inspections and
maintenance on the bagfilter (CD-BH) at least once a year. The results of these inspections and maintenance must be kept
in a log book with dates and actions recorded. Last inspection of the baghouse which included an internal inspection was
performed on August 16, 2017. Mr. Clark explained that extra bags are kept on site. Compliance with this condition is
indicated.

Condition A.12 —This contains the requirements for 2D .1100 which requires the facility to limit certain toxic air
pollutant emissions in accordance with the approved application for demonstrating air toxic compliance. The toxic air
pollutant emissions from the affected sources are limited as described in the table below. To ensure compliance with the
limits, the following restrictions apply:
• The amount of asphalt produced shall not exceed 300 tons per hour.
• The height of the bagfilter (CD: BH) stack shall not be less than 41.17 feet and it shall be located at
UTM coordinates 17N 562510.00 3959123.39;
• The height of the hot mix asphalt silo (ES-1-1MA 1) stack shall not be less than 45.15 feet and it shall
be located at UTM coordinates 17N 562525.51 3959099.1 l;
• The height of the hot mix asphalt silo (ES-HMA2) stack shall not be less than 45.15 feet and shall be
located at UTM coordinates 17N 562529.52 3959100.34; and
If any of the affected equipment is modified such that the actual coordinates differ from those submitted to the DAQ on
August 23, 2011, the facility must notify the DAQ prior to start-up and provide the new values. During the inspection, Mr_
Clark stated that no equipment had been moved or relocated since the last inspection. Mr. Clark stated that the facility's
normal hourly production was between 180 and 200 tons/hr. which is below the maximum allowable rate of300 tons per
hour. Records documenting asphalt production are maintained on site. Compliance with this condition is indicated.
Condition A.13 —This contains the requirements for 2D .1806 which requires the facility to control and prohibit odorous
emissions. No objectionable odors were detected during this inspection, and no complaints related to odorous emissions
were documented in the ]BEAM database. Compliance with this condition is indicated.
Condition A.14 — This contains the requirements for North Carolina General Statute (NCGS) 143-215.108(c) which
allows the Director to modify and reissue the permit with additional emission controls and/or additional operational
restrictions upon becoming aware of any credible air emissions data not previously considered by the DAQ. This is in
order for the facility to demonstrate compliance with any applicable regulation. Currently, there is no cause for the DAQ
to reissue the permit. Compliance with this condition is indicated.
Condition A.15 — This contains the requirements for 2Q .0315 which requires the facility with Synthetic Minor
classification to limit its carbon monoxide (CO) emissions to 100 tons per year, each. This is in order to avoid becoming a
Title V facility. In order to comply, the facility must restrict their hot mix asphalt production to less than 1,450,000 tons
per consecutive 12-month period. The facility must record monthly and total annually the total amount of asphalt
produced. The facility must submit annual reports, 30 days after each calendar year, with the monthly and 12 month totals
of the amount of asphalt produced and the amount of facility -wide CO emissions. The last annual report was received on
January 9, 2017. The submittal documented that the facility produced 108,526.26 tons of asphalt in CY2016. Also in
CY2016, 8.48 tons of CO were emitted. The records for January through August 2017 showed that 58,312.9 tons of
asphalt had been produced. Compliance with this condition is indicated.
Condition A.16 — Contains the requirements for 2Q .0317 to avoid the applicability of 2Q .0700, 2D .1100, and NESHAP
40 CFR 61 Subpart M for asbestos due to the use of recycled asphalt shingles (RAS). The RAS is considered equivalent to
unadulterated asphalt as long as the shingles are tested by polarized light microscopy and contain less than 1% of asbestos
containing material. Certification must be provided by an asbestos inspector or roofing supervisor who is accredited by
the Division of Public Health's Health Hazards Control Unit. The facility is responsible for using only certified RAS and
for any discrepancy discovered by the DAQ. The facility must also comply with any additional regulations or obtain any
additional permits associated with the RAS. The DAQ has the right to require additional testing and/or monitoring of the
RAS in accordance with 2Q .0317. To comply, the facility is required record the actual amount of RAS delivered to and
used at the facility. Each load or batch of RAS received shall include the following:

FACILITY -WIDE EMISSIONS:
The following table was borrowed from the review for Air Quality Permit 10202/R02 written by Taylor Hartsfield, DAQ-
WSRO Environmental Engineer, on August 12, 2016.
CY2015 Actual Emissions,
Pollutant tons/ ear
y
Potential Emissions, tons/year
Before controls/limits After controls/limits
PM 2.44
125.89
69.46
PM10 1.57
81.27
44.84
S02 ! 3.14 F
10.15 F
5.60
NOx 2.20
35.05
19.73
CO 6.94
174.36 j
97.45
VOC i 2.46
63.21
43.95
HAPT,,W 0.29
7.32
4.28
HAPFfio,, (Formaldehyde) 0.16
4.19
2.37
PERMIT CONSIDERATIONS:
There are no permit recommendations to be made at this time.
COMPIANCE HISORY (PAST 5-YEARS):
• August 7, 2013-NOD for failing to document annual internal inspections of bagf lter CD-BH as required
by condition A.9 of permit revision R00. The facility submitted a response on September 12, 2013 and
the NOD was resolved on this date.
• July 23, 2013 - NOD for failing to submit stack testing results within 180 days of start-up of operations as
per required by 40 CFR Part 60, Subpart 1 and Subpart A. The results were received on July 22, 2013 and
approved SSCB on September 12, 2013, showing compliance with 2D .0506 and 2D .0524.
MACT/GACT:
The facility is not subject to a new MACT or GACT at this time. The facility currently does not have any emergency
generators or boilers on -site. There are no area source MACT/GACTS that are applicable to any of processes at this
facility.
CONCLUSION:
This facility appeared to be operating in compliance with all appropriate regulation based upon the visual observations
and the DAQ records reviewed at the time of the inspection.

• A delivery manifest document clearly showing the shipment content and amount, its place and date of
loading, and place and date of destination;
• A batch specific analytical report that contains an analysis for all constituent /properties listed above
in the. specification. Analytical results of the samples representative of the recycled shingles/roofing
materials shipment from the vendor shall be no more than one -year -old when received;
• Batch signature information consisting of the following: a batch number, batch weight or volume of
recycled shingles/roofing materials delivered; and
• A certification statement indicating that the recycled shingles were sampled in accordance with best
practices and tested according to appendix E, 40 CFR Part 763, Section 1 and do not contain ACM or
are otherwise asbestos -free as determined by PLM prior to grinding.
Recycled asphalt shingles are currently not being used at this facility. The requirements of this condition were discussed
with Mr. Clark in the invent that the facility begins to utilize shingles. Compliance with this condition is expected.
Condition A.17 —This contains the requirements for 2Q .0711 which requires the facility to limit the toxic air pollutants
(TAPs) released in accordance with the Toxic Permit Emission Rates (TPERs). The following table shows the triggered
TAPs the facility emits with the associated TPERs. The table was borrowed from the review for Air Quality Permit
t02O2/RO2 written by Taylor Hartsfield, DAQ-WSRO Environmental Engineer, on August 12, 2016. Compliance with
this condition is expected.
'Toxic Air Pollutant (CAS #) ry
l TPE
CY2015 Actual Emission Rate
1Benzo(a)pyrene (Component of 83329/POMTV &
56553/7PAH) (50-32-8)
2.2 lbs./yr.
0.001791bs.lyr.
Beryllium Metal (unreacted) (Component of BEC) (7440-41-7)
j 0.28 lbs./yr.
Not reported
CFC-11 (Trichlorofluoromethane) (75 69-4)
; 140 lbs./hr.
2.64 x 10-6 lbs./hr.
Carbon disulfide (75-15-0)
! 3.9 lbs./day
0.000973 lbs./day
Chromium (VI) Soluble Chromate Compounds (Component of
CRC) (SoICR6)
Hexane, n- (110-54-3)
0,013 lbs.lday
23 lbs./day
0.000176 lbs./day
' 0.373 lbs.lday
MEK (methyl ethyl ketone, 2-butanone) (78-93-3)
78 lbs.lday; 22.4 lbs./hr.
10.00265 lbs./day; 0.000331 lbs./hr.
Manganese & compounds (MNC)
0.63 lbs.lday
0.00300 lbs.lday
Mercury, aryl and inorganic compounds (Component of HGC)
(MERCARYL)
0.013 lbs./day
Not reported i
Methyl chloroform (71-55-6)
250 lbs./day; 64 Ibs.lhr.
_
0.0187 lbs./day; 0.00234 lbs./hr.
Methylene chloride (75-09-2)
1 1,600 ibs./yr.; 0.39 lbs./hr.
0.0633 lbs./yr.; 3.04 x 10' lbs./hr.
Perchloroethylene (tetrachloroethylene) (127-18-4)
13,000 lbs./yr.
0.0325 lbs./yr.
Phenol (108-95-2) --
j 0.24 lbs./hr.
0.000196 lbs./hr.
Styrene (100-42-5)
i 2.7 lbs./hr.
4.69 X 10 5 lbs./hr.
Toluene (108-88-3)
{ 98 lbs./day; 14.4 lbs./hr.
0.065 lbs./day; 0.00813 lbs./hr.
Xylene (mixed isomers) (1330-20-7)
57 lbs./day; 16.4 lbs./hr.
0.0942 lbs./day; 0.0118 tbs./hr.
•Reported in lbs,/yr., units were converted based on 8 hrs./day, 5 days/wk., and 52 wks.lyr.

6.
Compliance Inspection Report
Permit: NCG160205 Effective- 10/02/14 Expiration: 09/30/19 Owner: J T Russefl & Sons Inc
SOC: Effective: Expiration: Facility: Woodside Asphalt Plant
County: Davidson 205 Woodside Dr
Region: Winston-Salem
Lexington NC 27292
Contact Person: Ben Speights Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORCM:
On -Site Representative(s):
Related Permits:
Inspection Date; 09/07/2017
Primary Inspector: Charles Gersteil
Secondary Inspector(s):
Certification:
Phone:
Entry Time: 09:15AM Exit Time: 12:001'M
Phone: [phone]
Reason for inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Asphalt Paving Mixture Stormwater Discharge COC
Facility Status: Compliant Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit NCG160205 Owner - Facility: J T Russell & Sons Inc
inspection Date: 09/07/2017 Inspection Type: Compliance Evaluation Reason for Vlsit: Routine
Inspection Summary:
Qualitative Monitoring Additional Comments:
During the inspection, Mr. Clark explained that outfall No. 2 (located on the west side of the site) is not regularly
observed except for in the winter months when vegetation has died back. He explained that monitoring of outfall No. 2
generally consists of a visual observation of the impounded water within the basin. The basin and the area surrounding the
basin were overgrown with dense vegetation at the time of inspection, For proper monitoring, the actual outfall location
should be observed during a measurable storm event. It appeared that outfall No. 2 primarily received off site water. The
channel leading to the basin was stable with vegetation along with slopes above the basin. It is recommended that DEMLR
staff be contacted to evaluate if this point should still be considered an outfall for the facility as it did not appear to receive
any flow from the site activites. If the basin of outfall No. 2 continues to function as a monitored outfall, all trees and dense
vegetation should be removed from the interior of the basin and outfall point.
SPPP Additional Comments:
The SPPP included a section entitled "Stormwater Pollution Prevention Plan." However, the section did not provide
detail on the specifics of a SPRP such as an assessment of potential pollutant sources. The individual responsible for
implementing the SPRP (Levi Clark) was documented, but this section was not signed and dated by the responsible person
as required. More detail is needed.
Page: 2

Permit: NCG160205 Owner- Facility: J T Russell & Sons Inc
Inspection Date: 09/0712017 Inspection Type: Compliance Evaluation Reason for vlaft: Routine
Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevention Plan?
# Does the Plan include a General Location (USGS) map?
# Does the Plan include a "Narrative Description of Practices"?
# Does the Plan include a detailed site map including outfall locations and drainage areas?
# Does the Plan include a list of significant spills occurring during the past 3 years?
# Has the facility evaluated feasible alternatives to current practices?
# Does the facility provide all necessary secondary containment?
# Does the Plan include a BMP summary?
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
# Does the facility provide and document Employee Training?
# Does the Plan include a list of Responsible Party(s)?
# Is the Plan reviewed and updated annually?
# Does the Plan include a Stormwater Facility Inspection Program?
Has the Stormwater Pollution Prevention Plan been implemented?
Comment: No USGS map or location map was observed as part of the SPPP. The plan did not include
Yes No NA NE
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information in reference to significant spills during the past 3-years. No BMP summary was
included within the plan. Employee training was not documented. A list of responsible parties
responsible for the overall coordination, development, implementation, and revision of the SPPP
was not provided. An inspection program was not provided. No dates were provided showing
that the plan was being updated annually. Please refer to "Inspection Summary" for additional
comments.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? E ❑ ❑ ❑
Comment: It appeared that Qualitative Monitoring was being peformed as required. Please refer to "
Inspection Summary" for additional comments.
Analytical Monitoring
Yes No NA NE
Has the facility conducted its Analytical monitoring? 1:10 ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ 0 ❑
Comment: Analytical monitoring was not being performed on site.
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? M ❑ ❑ ❑
# Were all outfalls observed during the inspection? ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ E ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ E ❑ ❑
Page: 3

permit: NCG160205 owner - Facility: J T Russell & Sons Inc
Inspection Date: 09/07/2017 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Comment: No records showing that the faciilty was issued representative outfall status. There was no
certification of non-stormwater discharges found within the facility records.
Page: 4

ALT - III; AWA
NCDENR
L �.v wtw�n".wa Y�V:K I�Nn�w4�_
Division of Water Quality / Surface Water Protection
National Pollutant Discharge Elimination System
PERMIT NAME/OWNERSHIP CHANGE FORM
FOR AGENCY USE ONLY
Dale Received
Year
Month
Day
Please enter the permit number for which the change is requested.
NPDES Permit (or) Certificate of Coverage
N I C I S 10 1 1 1 1 N C. G f 6 Q Z S
II. Permit status
a.
b.
change.
rmtt
Na-1-►mar. � ss 1
First Ml Last
Title
I"iZl us 5Z N _
Permit Holder Mailing Address
I wi G ZSao r
City State Zip
(lay ) 99Z- ZZZS ( ) --
Phone Fax
c. Facility name (discharge): Woojs , ,jg. AsPAQ i-4-
J d. Facility address: z pZ was ;a�e_ br.
Address
N G Z 729Z
City State Zip
e. Facility contact person: N KA--o 7oy) 9$2 -ZZT.�
First / MI / Last Phone
111. Please provide the following for the requested change (revised permit).
a. Request for change is a result of: ❑Change in ownership of the facility
[� Name change of the facility or owner
If other please explain:
b. Permit issued to (company name):
c. Person legally responsible for permit:
Facility name (discharc):
Facility address:
f. Facility contact person:
_57 Rosseil �trt� Ewes, V"7e_ .
ge n M SPA" G S '
First Ml Last
Title-
1
Permit Hoi er Mailing Address
,i1�Dn )JL Z7239
.City }State Zip
Phone E-mail Address
7,0.Z
Address
Le.C;nc)-},,, AX Z709Z
t��cp City State Zip
16 u r r, vt c.r
FICSI MI Last
_( 7aH) 79l - 3h 5/t9
Phone E-mail Address
Revised 2012Apr23

}i NPDES PERMIT NAME/OWNERSHIP GRANGE FORM
Page 2 of 2
1V. Permit contact information (if different from the person legally responsible for the permit)
Permit contact: 6f)11 _ Al 5 1,tgf�l S
First NIT
Title
�i6 G 14W
Mailing Addres
)JC 07Z39
City State Zip
�Gt�sl�r-�s��ss.�s�
Phone E-mail Address
V.
Will the permitted facility continue to conduct the same industrial activities conducted prior
to this ownership or name change?
R Yes
Q No (please explain)
VI Required Items: THIS APPLICATION WILL BE RETURNED UNPROCESSED IF ITEMS
ARE INCOMPLETE OR MISSING:
[� This completed application is required for both name change and/or ownership change
requests.
❑ Legal documentation of the transfer of ownership (such as relevant pages of a contract deed,
or a bill of sale) is required for an ownership change request. Articles of incorporation are
not sufficient for an ownership change.
The certifications below must be completed and signed by both the permit holder prior to the change, and
the new applicant in the case of an ownership change request. For a name change request, the signed
Applicant's Certification is sufficient.
PERMITTEE CERTIFICATION (Permit holder prior to ownership change):
I, , attest that this application for a name/ownership change has been reviewed and is accurate and
complete to the best of my knowledge. 1 understand that if all required parts of this application are not
completed and that if all required supporting information is not included, this application package will be
returned as incomplete.
Signature
Date
APPLICANT CERTIFICATION
110'�> . attest that this application for a name/ownership change has been reviewed and is accurate and
complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information is not included, this application package will be
returned as incomplete.
1- zs -jy
si mature Date
...................................
PLEASE SEND THE COMPLETE APPLICATION PACKAGE TO:
Division of Water Quality
Surface Water Protection Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Revised 712008

1/A#
NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor
Mr. Nathan Russell
JT Russell and Sons. Incorporated
1751 US 52 N
Albermarle, NC 28001
Dear Mr. Russell:
Director
July 29. 2011
Natural Resources
Dee Freeman
Secretary
RECE�",t�
AW 03 2011
`final � :e
Subject: General Permit No. NCG 160000
JT Russell and Sons, Incorporated
COC NCG160205
Davidson County
In accordance with your application for a discharge permit received on July 12, 2011, we
are forwarding herewith the subject certificate of coverage to discharge under the subject state —
NPDFS 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 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 Jennifer Jones at
telephone number [phone].
Sincerely,
ORIG
IN
N�AL SIGNED 8�
for Colee W%tins
cc: Winston Salem Regional Office. DWQ Surface Water Protection, Jenifer Carter
Central Files
Stormwater Permitting Unit Files
Wetlands and Stonnwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 North Carolina
Location 512 N. Salisbury 5t. Raleigh, North Carolina 27604 J��
Phone: [phone] FAX: 919-807 ��t���1 -64941 Customer Service: 1-877-623-6748
Internet: www.ncwaterquality org

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG160000
CERTIFICATE OF COVERAGE No. NCG160205
STQRMWATER 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,
JT Russell & Sons, Inc.
is hereby authorized to discharge stormwater from a facility located at:
Woodside Asphalt Plant
1751 US 52 N
Lexington
Davidson County
to receiving waters designated as a UT to Swearing Creek, a class C water in the Yadkin River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts 1, ll, 111, IV, V. and VI of General Permit No. NCG 160000 as attached.
This certificate of coverage shall becorne effective July 29, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Pen -nit.
Signed this day July 29, 2011.
ORIGINAL SIGNED B)
KEN! PICKLE
for Coieen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

`f
750
7 I }
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J 4f r'
NCG160205
N
W E
S
Map Scale 1:19,200
]T Russell & Sons, Inc.
Woodside Asphalt Plant
Lexington, NC
Latitude: 350 46' 24" N
Longitude: 8011 18' 34" W
County: Davidson
Receiving Stream: UT to Swearing Creek
Stream Class: C
Sub -basin: 03-07-07 (Yadkin River Basin)
rrr�•� :"t1�► jam' �+i
Facility Location

Permit: NCG160205
SOC:
County: Davidson
Region: Winston-Salem
Compliance Inspection Report
Effective: 07/29/11 Expiration: 09/30/14 Owner: J T Russell & Sons Inc
Effective: Expiration: Facility: Woodside Asphalt Plant
205 Woodside Dr
Contact Person: Nathan Russell
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
On -site representative
Related Permits:
Inspection Date: 1211412011
Primary Inspector: Jenifer Carter
Secondary Inspector(s):
Title:
Nathan Russell
Entry Time: 10:30 AM
Lexington NC 27292
Phone:
Certification: Phone:
Exit Time: 11:00 AM
Phone:
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Asphalt Paving Mixture Stormwater Discharge COG
Facility Status: ■ Compliant it Not Compliant
Question Areas:
E Storm Water
(See attachment summary)
Page: 1

Permit: NGG160205 Owner -Facility: J T Russell & Sons Inc
Inspection Date: 12/14/201 1 Inspection Type: Comp$iance Evaluation Reason for Visit: Routine
Inspection Summary:
Facility still under construction and operating under NCG010000, for which they did have records. Was not aware of
NCG160000 requirements, so this was an educational visit. Mr. Russell now understands the permit requirements,
including SPPP developmentlimplentation and monitoring.
Page: 2

4
Permit: NCG1E0205 Owner - Facility: J T Russell & Sans Inc
Inspection Date: 1211412011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan? ❑ ■ n n
# Does the Plan include a General Location (USGS) map?
■
n
F1 n
# Does the Plan include a "Narrative Description of Practices"?
n
■
n n
# Does the Plan include a detailed site map including outfall locations and drainage areas?
n
■
n n
# Does the Plan include a list of significant spills occurring during the past 3 years?
n
■
n n
# Has the facility evaluated feasible alternatives to current practices?
n
■
n n
# Does the facility provide all necessary secondary containment?
n
■
n n
# Does the Plan include a BMP summary?
n
■
n n
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
n
■
n n
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
n
■
n n
# Does the facility provide and document Employee Training?
n
■
n n
# Does the Plan include a list of Responsible Party(s)?
n
■
n n
# Is the Plan reviewed and updated annually?
n
■
n n
# Does the Plan include a Stormwater Facility Inspection Program?
n
■
n n
Has the Stormwater Pollution Prevention Plan been implemented?
n
■
n n
Comment: Facility still under construction and operating under NCG010000, for which
they did have records. Was not aware of NCG160000 requirements, so this was an
educational visit. Mr. Russell now understands the permit requirements, including
SPPP developmentlimplentation and monitoring.
Qualitative Monitoring
Yes
No
NA
NE
Has the facility conducted its Qualitative Monitoring semi-annually?
n
n
■
n
Comment:
Analytical Monitoring
Yes
No
NA
NE
Has the facility conducted its Analytical monitoring?
F1
n
■
❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
n
n
■
n
Comment:
Permit and Outfalls
Yes
No
NA
NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
n
n
n
# Were all outfalls observed during the inspection?
n
n
■
n
# If the facility has representative outfall status, is it properly documented by the Division?
DOE
Page: 3

.e . I
Permit: NCG160205 Owner - Facility: J T Russell & Sons Inc
Inspection Date: 1211412011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
M Has the facility evaluated all ;i Icit (nor: stormwater) discharges?
Comment:
Page: 4

Permit Number NCG160205
Program Category
NPDES SW
Permit Type
Asphalt Paving Mixture Stormwater Discharge COG
Primary Reviewer
jennifer,jones
Coastal SW Rule
Permitted Flow
Central Files: APS SWP
07/29l11
Permit Tracking Slip
Status Project Type
In draft New Project
Version Permit Classification
COG
Permit Contact Affiliation
Facility
Facility Name MajorlMinor Region
Woodside Asphalt Plant Minor Winston-Salem
Location Address County
205 Woodside Dr Davidson
Lexington NC 27292 Facility Contact Affiliation
Nathan Russell
205 Woodside Dr
Owner Lexington NG 27292
Owner Name Owner Type
J T Russell & Sons inc ' Non -Government
Owner Affiliation
Nathan Russell
1751 US52N
NC
28001
Dates/EventsAlbemarle
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue
Effective
Expiration
07/12/11 07/26/11
711-1ftt
-1124f11
���3orZti`f'
Regulated Activities _ _ -
TAsphalt
Requested/Received Events
paving mixture production
RO staff report requested
07/26/11
RO staff report received
07/26/11
Outfall 001
Waterbody Name Stream Index Number Current Class Subbasin
Swearing Creek 12-113 C 03-07-07
V,

Chambers
7/11/2011
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
daraso%
Engineering,
Ref, General Permit NCG160000 N.O.I. Application
JT Russell & Sons, Inc. - Lexington Asphalt Plant
To Whom It May Concern:
On behalf of JT Russell & Sons, Inc„ please find enclosed a General Permit NGG160000 N.O.I.
application package for the above referenced project located in Lexington, Davidson County, NC.
Also, please find attached remittance in the amount of $100.00 for as prescribed by NCDENR
rules.
Thank you for your time and efforts on our behalf. I hope that this information proves adequate
and satisfactory and look forward to hearing from you soon. If any additional information is
required please direct these requests to this office to insure a timely response.
Sincerely, -{(iz ! i( .
V
4estpen G. Chambers, PE
President A _ _ kJL
Attach: Application Package
Site Plan
USGS Topographic Map
Process Overview Diagram
Cc: Nathan Russell, JT Russell & Sons, Inc.
P.O. Box 1726 - 129 N. First St. - Albemarle, NC 28002 - 704-984-6427
NCBELS Firm License No. C-1660

Jones, Jennifer
From: Carter, Jenifer
Sent: Tuesday, July 26, 2011 12:35 PM
To: Jones, Jennifer
Subject: RE: NCG160205 - JT Russell, Woodside Plant. August 26, 2011
Please feel free to proceed with issuing the COC. Thanks for keeping me in the loop.
Jenifer
From: Jones, Jennifer .
Sent: Tuesday, July 26, 2011 12:17 PM
To: Carter, Jenifer
Cc: Jones, Jennifer
Subject: NCG160205 - JT Russell, Woodside Plant. August 26, 2011
Hi Jenifer,
Hope you are well and having a good summer. I'm sorry I've sent this to you a bit late — I've had it a week or
so, but have been trying to update all the NCG14s in RIMS — so fun. But I'm almost done with it now!
Anyway, we've received an NOI from JT Russell and Sons, Inc. for their asphalt facility in Lexington (Davidson
County) for coverage under NCG16 (asphalt permit). The site discharges stormwater into a UT to Swearing
Creek ( C ).
I think you've already talked with the consultant about this? I've attached the NOI and some information they
sent. I've also sent a hard copy and a copy of the site plan to you in the mail. Also looks like they applied for a
404 but that should not affect the NPDES permitting in this case.
Does the WS Regional Office have any concerns about issuing this facility a COC for this general permit? If we
don't receive any objections, we'll issue the COC in 30 days.
Thanks,
Jen
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: httg://portal.ncdenr.org/web/wg/ws/su

r
Permit No.
(to he provided b}- DIVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGENIENT PERMIT APPLICATION FORM
OFF -SITE SYSTEM SUPPLEMENT
FOR DF,VEI.OPMENT DRAINING TO PURNIrI-FED OFF -SITE. `rREAT,MEA
\ \ This forin may be photocopied for use as an.. original
DWQ Stormwater Man a cement Plan Review:
A complete stormwater management plan submittal includes a stornlxvater mar
off -site system supplement for each off -site stormwater treatment system, appr
on -site stormwater treatment systems, and plans and specifications shotivi a
drainage details for the project.
I. PROJECT INFORMATION
Project Name: Traemoor Conr
Contact Person: Josh Holcombe
[ C� OW. Do
J 0 8 2011
I t It atn, an
Tr any
stormwater convevances and
Phone Number: [phone]
Is all drainage froth the project directed to the\)ff-site system? (check one): ® Yes ❑ No
II. OFF -SITE SYSTEM INFORMATION (please complete the following information for the off -site system
that will treat runoff from your project):
Permit No. SW6 100701
Project Name:Traemoor
tton
Type of System (wet pond, infiltration basin, etc.):Hi
Lot No. (if part of a subdivision):CVS Site
Development Wet Pond
I-Iow much built upon area draining to the permitted treatment syste has been allocated to this project`?
588,4447 sq. ft.
IIIl. REQUIRED ITEMS CHECKLIST
Prior to issuing an off -site permit. verification of the following information Iilust be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification.
Form SW40I-Off=Site System-Rev.I
Page I of 2

I FOR AGENCY USE ONLY
Month
Division of Water Quality / Surface Water Protection
NCDENR National Pollutant Discharge Elimination System
Norma CARn I Ozrw XvM of
FJI VIgt)IIMM1JiT .rro Nu„rra�liegqwCe9 NCG160000
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage unde
NCG160000:
STORMWATER DISCHARGES associated with activities classified as:
Check #
a
� t��I ermit
1 2
e elfa`IP
mo _- Vy 11 arse
Coverage under this general permit is applicable to all owners or operators of stormwater point source discharges
associated with activities classified as establishments primarily engaged in Asphalt Paving Mixtures and Blocks
(standard industrial classification (SIC) 2951].
Wh
For questions, please contact the DWQ Regional Office for your area. (See page 4)
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Name JT Russell & Sons, Inc.
Owner Contact Nathan Russell
Street Address 1751 US 52 N
City Albemarle State NC ZIP Code 28001
Telephone No. 704-982-2225 Fax:
E-mail Address [e-mail]
2) Location of facility producing discharge:
Facility Name Woodside Asphalt Plant
Facility Contact Nathan Russell
Street Address 205 Woodside Drive
City Lexington State NC ZIP Code 27292
County Davidson
Telephone No. NA Fax: NA
Email NA
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). 1-85 to Hargrave. South on Hargrave, Left on
Woodside to end of road to property
{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 35* 46' 24" N Longitude 80* 18' 34" W (degrees, minutes, seconds)
5) This NPDES Permit Application applies to which of the following :
® New or Proposed Facility* Date operation is to begin 3d Quarter 2011
❑ Existing
*If this new or proposed facility in one of the 20 coastal counties, you must contact the appropriate Regional
Office (see page 4) to determine if a State Stormwater Permit is also needed prior to construction.
Page 1 of 4
SWU-231-030909 Last revised 319109

_•',orb`- - ,'.,•,� � s''
,� iRaiY
jKws
Chambers Engineering, PA PO Box 1726 • 129 North First St. • A)bernarle, NC 28002
I
Stephen G. Chambers, P.E. Telephone [phone]
President Fax [phone]
[e-mail]

NCG190000 N.O.I.
Mv
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 Paving Mixtures Production. See attachment for
production description.
b) Check all services and activities offered or allowed at this facility
® Outdoor stockpiling of materials ® Transport of materials by a conveyor
® Storage of raw materials or front-end loader
® Storage of materials in above- ❑ Vehicle and equipment
ground tanks maintenance
® Material Loading and Unloading ❑ Vehicle/Equipment Washing
❑ Vehicle and equipment fueling
8) Discharge points 1 Receiving waters:
How many discharge points (ditches, pipes, channels, boat ramps, lift wells, etc.) convey stormwater from the
property? One (1)
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? UT Swearing 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). NA
Receiving water classification (if known): C
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? ® No ❑ Yes
If yes, list the municipality and permit number
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 ® Yes (Show any structural BMP's on the site diagram.)
If yes, please briefly describe: Good housekeeping measures such as the diversion of stormwater around
stockpile areas and the implementation of regular inspection, maintenance, and cleaning schedules.
SWU-234-030909
Page 2 of 4
Last revised 319109

NCG190000 N.O.I.
11) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No Yes
If yes, when was it implemented? URdAj 7:A{ ILI7'Y 57NO7VF
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?
® No Cl Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
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 1 disposal vendor: _
Vendor address:
14) Certification:
North Carolina General Statute 143-215.6 B(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 render this
permit will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as
an individual permit.
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 Name of Person Signing: Atlas James Russell
Title: SecretanA Treasurer /J
(Signature of A#filicant)
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
Page 3 of 4
SVVU-234-030909 Last revised 3/9109

NCGI90000 N.0.1.
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
® Check for $100 made payable to NCDENR
® This completed application 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 and/or
boats are stored, (f) impervious areas, (g) site property lines, (h) boat maintenance, blasting, painting and
washing areas, and (i) location of services and activities listed in 7b.
® Copy of county map or USGS quad sheet (preferred) with location of facility clearly marked on map
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...
[phone]
Wilmington Office...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 4 of 4
SWU-234-030909 Last revised 319109

PROCESS FLOW FOR
HOT MIX ASPHALT PRODUCTION
IN A COUNTER FLOW DRUM MIXER
The purpose of this process and its assemblage of equipment is to produce hot mix asphalt paving mixtures
for highways, streets and other surfaces. These mixtures, a carefully formulated blend of aggregates and
asphalt cement, are normally delivered into transport vehicles from storage silos at a temperature of 270 to
300 degrees F.
Virgin mineral aggregates utilized are normally sand plus crushed gravel or quarry stone. Other aggregates
including crushed blast furnace slag and reclaimed concrete may be used under specified conditions.
Asphalt cement (AC), a residual product obtained from crude oil refining, is the adhesive and waterproofing
medium which binds the aggregate.
A portion of the paving mixture may be recovered asphalt product (RAP), which is old asphalt paving
which has been removed, usually by milling, from an existing roadway.
Process materials are delivered to the plant site by truck. Aggregates are stockpiled by size. RAP is also
separately stockpiled. Liquid asphalt is pumped from delivery tankers in to the AC storage tank(s). Fuel is
pumped into appropriate storage vessels from delivery tanks. Where natural gas is used as fuel, it is
withdrawn as needed from pipeline systems. All other items such as heat transfer oil, lubricants, and
maintenance materials are stored in appropriate areas.
Cold Feed Bins (Item 1) and RAP Bin (Item 6) are charged as required from respective stockpiles, usually
by a front end loader.
Coarse and fine virgin aggregates are withdrawn from their respective bin compartments (Item 1) in
predetermined proportions to produce the aggregate gradation and total rate required, then transported on
the gathering conveyor (Item2) to the virgin aggregate scalping screen (Item 3). If there is no RAP
addition, the virgin aggregate will comprise approximately 95% of the system process inputs. When RAP is
being introduced, the virgin aggregate proportion will be reduced to approximately 50 to 95% of the total
inputs. The scalping screen (Item 3) removes oversize material and foreign objects which may have found
their way into the stockpiles. The virgin aggregate is continuously weighed as it is transported by belt
conveyor (Item 4) to the counter flow drum mixer (Item 5). Automatic adjustment is made to virgin
aggregate feeders to maintain the required feed rate set by the plant operator.
When RAP is included in the mix formula, it is metered from its bin (Item 6) at the required rate and
delivered to the RAP screen (Item 7) which removes oversize clumps. The RAP is then continuously
weighed as it is transported on the RAP belt conveyor (Item 8) to the counter flow drum mixer (Item 5)
RAP inlet. Automatic feeder adjustments maintain required feed rates.
AC constitutes approximately the remaining 5% of process inputs. AC is stored in the AC storage tank
(Item 10) where it is maintained at approximately 300 degrees F by the heater (Item 9). Delivery of AC
into the counter flow drum mixer (Item 5) is controlled by the AC metering unit (Item 11) which is
monitored by the plant control system to insure correct asphalt content in the mix.

Virgin aggregate enters the mixer through the exhaust gas breaching. It is heated and dried by heat released
from the controlled combustion of fuel in the extended body burner (Item 12). This burner may be fueled
by natural gas, liquid propane, or fuel oil. By the time the virgin aggregate has progressed through the
drying/heating section to the combustion zone, it is dry and will be superheated. Bypassing the combustion
envelope, the hot virgin aggregate reaches the RAP inlet. The cold wet RAP is now mixed with the hot
virgin aggregate and becomes heated and dried by heat exchange. The virgin/RAP blend now passes
through the mixing zone of the drum mixer where the AC, pumped by the metering unit (Item 11), and the
aggregate fines, recovered in the baghouse (Item 13) and delivered by the dust return system (Item 14), are
mixed with the aggregate blend. The mixing zone location beyond the combustion zone reduces asphalt
droplet carryout. All VOCs released must pass through the combustion zone where they are partially
consumed.
Hot mix asphalt is discharged into the elevating drag conveyor (Item 15) which transports it into the mix
storage silo(s) (Item l6) to await truck load out requirements.
The other discharge from the counter flow drum mixer (Item 5) is the exhaust gas which is drawn into the
baghouse (Item 13) by the induced draft fan (Item 17). The fabric filter bags in the baghouse allow gases to
pass through while collecting particulates larger than a few microns. A reverse pulse system causes the
collected fines to fall into the collecting hopper for recovery through the dust return system (Item 14) as
previously described.
After passing through the filter fabric, the exhaust gases are drawn into the induced draft fan (Item 17) and
then discharged to the atmosphere through the exhaust stack (Item 18).

• U.S. ARMY CORPS OF ENGINEERS�� 1011
WH,MMGTON DISTRICT Regulatory B!'c]C1C i
Action ID. 200802561 County: Davidson USGS Quad: Lexinl4ton West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Linwood Land Development, LLC i May Heavy Equipment / Jim Bingham
Address: _5941 NC Iffighwav 8
Lexinp,ton,_North _ Carolina 27292
Telephone No_: 336 357-5005
Size and location of property (water body, road name/number, town, etc.): May Heavy Equipment site located off of
Woodside Drive, west of Lexington, in Davidson County, North Carolina. Property is adjacent to a tributary of
Swearing Creek which is a tributary of the Yadkin River.
Description of projects area and activity: ^ Access Road construction for new facility as described in your
construction plan included with vour application of August 28, 2008, resulting in 148 linear feet of stream channel
impacts to the jurisdictional waters of a tributary to Swearing Creek (Yadkin River)._
Per our request of June 21,2011, this verification is extended to March 18, 2012, as defined by the revised plans
included in your request resulting in 143 linear feet of stream channel impacts to the jurisdictional waters of a
tributary of Swearints Creek (Yadkin River). All other conditions of the original proiect verification, Action ID
200901137 remain in effect.
Applicable Law: N Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: NW 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
perrnittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. All of existing NWPs are scheduled to be modified, reissued, or revoke prior to March 18, 2011 If, prior to
the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain
valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the
nationwide pen -nit authorization expires or is suspended, revoked, or is iodified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under
contract to continence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve
months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised
on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Jahn Thomas @ 9 554-4884 ext. 25.
Corps Regulatory Official Date: 09/04/2008
Expiration Date of Verification:' 06/27/2012
Page 1 of 2

7
The Wilmington District is cornnvtted to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit http://www.saw.usace_armyrnilfWE`1'LANDS/indcx_,html to
complete the survey online.
Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification,
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: Property has tributary to Swearine Creek which flows to the Yadkin River and the
Atlantic Ocean.
This jurisdictional determination is only for the waters/wetlands proposed for impacts associated with this Nationwide Permit
and does not include any other waterslwetlands that may be located on the pronerty.
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
District Engineer, Wilnvngton Regulatory Division
Attn:Jean Gibby, Project Manager,
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Raleigh, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be re ived at the above address by November 4, 2008.
**It is not necessary to subrnit an RFAffo o the District��ce if you do,not object to the determination in this correspondence,**
Corps Regulatory Official:
Date 09/04/2008
Page 2 of 2

SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROTECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Eric Mularski, EII]R Engineering, Inc. of the Carolinas, 440 South Church Street, Suite 1000, Charlotte, NC 28202-
1919
JT Russell & Sons, Stephen G. Chambers, Albemarle, North Carolina 28001
Page 3 of 2

W61kJP05-
Chambers
7/1112011
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Engineering,
Ref. General Permit NCG160000 N.Q.I. Application
JT Russell & Sons, Inc. -- Lexington Asphalt Plant
To Whom It May Concern:
�A
On behalf of JT Russell & Sons, Inc., please find enclosed a General Permit NGG160000 N.O.I.
application package for the above referenced project located in Lexington, Davidson County, NC.
Also, please find attached remittance in the amount of $100.00 for as prescribed by NCDENR
rules.
Thank you for your time- and efforts on our behalf, I hope that this information proves adequate
and satisfactory and look forward to hearing from you soon. If any additional information is
required please direct these requests to this office to insure a timely response.
Sincerely,
Stephen G. Chambers, PE
President
Attach: Application Package
Site Plan
USGS Topographic Map
Process Overview Diagram
CF�arnb�r� Engineering, PA
PO Box 1726 • 129 North First St. • Albemarle, NC 28002
Stephen G. Chambers, PE.
President
Cc: Nathan Russell, JT Russell & Sons, Inc.
Telephone [phone]
Fax [phone]
[e-mail]
I
P.O. Box 1726 - 129 N. First St. - Albemarle, NC 28002 - 704-984-6427
NCBELS Firm License No. C-1660

ATMtADivision of Water Quality / Surface Water Protection
ME
NCDENP* National Pollutant Discharge Elimination System
NOR.N rw '_ DuwtrnE ar
E—Rom— ma NA AL RE9a Ri S
NCG160000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Year
Month Da
Certificate of Coverage
Check f
Amount
Permit Assigned tm
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG160000:
STORMWATER DISCHARGES associated with activities classified as:
Coverage under this general permit is applicable to all owners or operators of stormwater point source discharges
associated with activities classified as establishments primarily engaged in Asphalt Paving Mixtures and Blocks
(standard industrial classification (SIC) 2951].
Aar For questions, please contact the D WQ Regional Office for your area. (See page 4)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name JT Russell & Sons, Inc.
Owner Contact Nathan Russell
Street Address 1751 US 52 N
City Albemarle State NC ZIP Code 28001
Telephone No. 704-982-2225 Fax:
E-mail Address nathanrussell(6itrussellandsons.com _
2) Location of facility producing discharge:
Facility Name
Woodside Asphalt Plant
Facility Contact
Nathan Russell
Street Address
205 Woodside Drive
City
County
Lexington State NC ZIP Code 27292
Davidson
Telephone No.
Email
NA Fax: NA
NA
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). 1-85 to Hargrave. South on Hargrave, Left on
Woodside to end of road to property
(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 35* 46' 24" N Longitude 800 18' 34" W (degrees, minutes, seconds)
5) This NPDES Permit Application applies to which of the following :
® New or Proposed Facility* Date operation is to begin 3rd Quarter 2011
❑ Existing
*If this new or proposed facility in one of the 20 coastal counties, you must contact the appropriate Regional
Office (see page 4) to determine if a State Stormwater Permit is also needed prior to construction.
Page 1 of 4
SWU-231-030909 Last revised 319109

NCG190000 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 Paving Mixtures Production. See attachment for
production description.
b) Check all services and activities offered or allowed at this facility
N Outdoor stockpiling of materials N Transport of materials by a conveyor
N Storage of raw materials or front-end loader
N Storage of materials in above- ❑ Vehicle and equipment
ground tanks maintenance
® Material Loading and Unloading ❑ Vehicle/Equipment Washing
❑ Vehicle and equipment fueling
8) Discharge points 1 Receiving waters:
How many discharge points (ditches, pipes, channels, boat ramps, lift wells, etc.) convey stormwater from the
property? One (1)
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? UT Swearing 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). NA
Receiving water classification (if known): C
9) Does this facility
a) Have an untreated wastewater discharge? N No ❑ Yes
b) Have a treated wastewater discharge? N No ❑ Yes
If yes, list the permit number.
c) Have a wastewater discharge from a recycle system? N No ❑ Yes
If yes, list the permit number.
d) Have a non -discharge permit? N No ❑ Yes
If yes, list the permit number.
e) Discharge wastewater to a municipal wastewater collection system? N No ❑ Yes
If yes, list the municipality and permit number
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 N Yes (Show any structural BMP's on the site diagram.)
If yes, please briefly describe: Good housekeeping measures such as the diversion of stormwater around
stockpile areas and the implementation of regular inspection, maintenance and cleaning schedules.
Page 2 of 4
SWU-234-030909 Last revised 3/9109

NCG190000 N.O.I.
11) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No Yes
If yes, when was it implemented? UPDA,J rAC-It-/ TY S17V2-7WF
12) Are vehicle/equipment maintenance activities occurring at this facility?
I-±l�r•�■\'ice
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?
® No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
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 1 disposal vendor:
Vendor address:
14) Certification:
North Carolina General Statute 143-215.6 B(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).
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 Name of Person Signing: Atlas James Russell
Title: 9ecretaryA Treasurer /J e
(Signature of
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
Page 3 of 4
SWU-234-030909 Last revised 3/9109

NCG190000 N.O.I.
Notice of intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
® Check for $100 made payable to NCDENR
® This completed application 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 andlor
boats are stored, (f) impervious areas, (g) site property lines, (h) boat maintenance, blasting, painting and
washing areas, and (i) location of services and activities listed in 7b.
® Copy of county map or USGS quad sheet (preferred) with location of facility clearly marked on map
Mail the entire package to:
stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Reaional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 4 of 4
SWU-234-030909 Last revised 3/9109

PROCESS FLOW FOR
HOT MIX ASPHALT PRODUCTION
IN A COUNTER FLOW DRUM MIXER
The purpose of this process and its assemblage of equipment is to produce hot mix asphalt paving mixtures
for highways, streets and other surfaces. These mixtures, a carefully formulated blend of aggregates and
asphalt cement, are normally delivered into transport vehicles from storage silos at a temperature of 270 to
300 degrees F.
Virgin mineral aggregates utilized are normally sand plus crushed gravel or quarry stone. Other aggregates
including crushed blast furnace slag and reclaimed concrete may be used under specified conditions.
Asphalt cement (AC), a residual product obtained from crude oil refining, is the adhesive and waterproofing
medium which binds the aggregate.
A portion of the paving mixture may be recovered asphalt product (RAP), which is old asphalt paving
which has been removed, usually by milling, from an existing roadway.
Process materials are delivered to the plant site by truck. Aggregates are stockpiled by size. RAP is also
separately stockpiled. Liquid asphalt is pumped from delivery tankers in to the AC storage tank(s). Fuel is
pumped into appropriate storage vessels from delivery tanks. Where natural gas is used as fuel, it is
withdrawn as needed from pipeline systems. All other items such as heat transfer oil, lubricants, and
maintenance materials are stored in appropriate areas.
Cold Feed Bins (Item 1) and RAP Bin (Item b) are charged as required from respective stockpiles, usually
by a front end loader.
Coarse and fine virgin aggregates are withdrawn from their respective bin compartments (Item 1) in
predetermined proportions to produce the aggregate gradation and total rate required, then transported on
the gathering conveyor (1tem2) to the virgin aggregate scalping screen (Item 3). If there is no RAP
addition, the virgin aggregate will comprise approximately 95% of the system process inputs. When RAP is
being introduced, the virgin aggregate proportion will be reduced to approximately 50 to 95% of the total
inputs. The scalping screen (Item 3) removes oversize material and foreign objects which may have found
their way into the stockpiles. The virgin aggregate is continuously weighed as it is transported by belt
conveyor (Item 4) to the counter flow drum mixer (Item 5). Automatic adjustment is made to virgin
aggregate feeders to maintain the required feed rate set by the plant operator.
When RAP is included in the mix formula, it is metered from its bin (Item b) at the required rate and
delivered to the RAP screen (Item 7) which removes oversize clumps. The RAP is then continuously
weighed as it is transported on the RAP belt conveyor (Item 8) to the counter flow drum mixer (Item 5)
RAP inlet. Automatic feeder adjustments maintain required feed rates.
AC constitutes approximately the remaining 5% of process inputs. AC is stored in the AC storage tank
(Item 10) where it is maintained at approximately 300 degrees F by the heater (Item 9). Delivery of AC
into the counter flow drum mixer (Item 5) is controlled by the AC metering unit (Item 11) which is
monitored by the plant control system to insure correct asphalt content in the mix.

Virgin aggregate enters the mixer through the exhaust gas breaching. It is heated and dried by heat released
from the controlled combustion of fuel in the extended body burner (Item 12). This burner may be fueled
by natural gas, liquid propane, or fuel oil. By the time the virgin aggregate has progressed through the
drying/heating section to the combustion zone, it is dry and will be superheated. Bypassing the combustion
envelope, the hot virgin aggregate reaches the RAP inlet. The cold wet RAP is now mixed with the hot
virgin aggregate and becomes heated and dried by heat exchange. The virgin/RAP blend now passes
through the mixing zone of the drum mixer where the AC, pumped by the metering unit (Item 11), and the
aggregate fines, recovered in the baghouse (Item 13) and delivered by the dust return system (Item 14), are
mixed with the aggregate blend. The mixing zone location beyond the combustion zone reduces asphalt
droplet carryout. All VOCs released must pass through the combustion zone where they are partially
consumed.
Hot mix asphalt is discharged into the elevating drag conveyor (Item 15) which transports it into the mix
storage silo(s) (Item 16) to await truck load out requirements.
The other discharge from the counter flow drum mixer (Item 5) is the exhaust gas which is drawn into the
baghouse (Item 13) by the induced draft fan (Item 17). The fabric filter bags in the baghouse allow gases to
pass through while collecting particulates larger than a few microns. A reverse pulse system causes the
collected fines to fall into the collecting hopper for recovery through the dust return system (Item 14) as
previously described.
After passing through the filter fabric, the exhaust gases are drawn into the induced draft fan (Item 17) and
then discharged to the atmosphere through the exhaust stack (Item 18).

a

N
■ . � �+ vim.. a � ��
U.S. ARMY CORPS OF ENGINEERS AIL I 1 ?(III
WILMINGTON DISTRICT Regulatory l:<lY1C i
Action ID. 200802561 County: Davidson USGS Quad: Lexington West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Linwood Land Development, LLC / May Heavy Equipment/ Jim Bin ham
Address: 5941 NC Highway 8
Lexington, North Carolina 27292
Telephone No.: 336 357-5005
Size and location of property (water body, road name/number, town, etc.): May Heavy Equipment site located off of
Woodside Drive, west of Lexington, in Davidson County, North Carolina. Property is adiacent to a tributary of
Swearing Creek which is a tributary of the Yadkin River.
Description of projects area and activity: Access Road construction for new facility as described in your
construction Dian included with vour application of August 28. 2008. resulting in 148 linear feet of stream channel
impacts to the iurisdictional waters of a tributary to Swearing Creek (Yadkin River).
Per your request of June 21, 2011, this verification is extended to March 18, 2012, as defined by the revised glans
included in your request resulting in 143 linear feet of stream channel impacts to the jurisdictional waters of a
tributary of Swearine Creek (Yadkin River). All other conditions of the original nroiect verification, Action ID
200901137 remain in effect.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: NW 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. All of existing NWPs are scheduled to be modified, reissued, or revoke prior to March 18, 2012. If, prior to
the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain
valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. if the
nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide penrnit, will remain authorized provided the activity is completed within twelve
months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised
on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/perrnits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Cotes of Engineers regulatory
program, please contact John Thomas @ �19 554-4884 ext. 25. y
Corps Regulatory Official 4 %41 ') , __A�/'\_ Z / Date: 09/04/2008
Expiration Date of Verification: ' 06/27/2012
Page 1 of 2

4 r
�'.. , i
f
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit hn://www.saw,usace.army.miliWETLANDS/index.htrrA to
complete the survey online.
Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: Property has tributary to Swearing Creek which flows to the Yadkin River and the
Atlantic Ocean.
This jurisdictional determination is only for the waters/wetlands proposed for impacts associated with this Nationwide Permit
and does not include any other waters/wetlands that may be located on the property.
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jean Gibby, Project Manager,
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Raleigh, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be re ived at the above address by November 4, 2008.
"It is not necessary to submit an RFA,fo o the Distric Office if you do not object to the determination in this correspondence."
Corps Regulatory Official:
Date 09/04/2008
Page 2 of 2

SURVF,Y,PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Eric Mularski, HDR Engineering, Inc. of the Carolinas, 440 South Church Street, Suite 1000, Charlotte, NC 28202-
1919
JT Russell & Sons, Stephen G. Chambers, Albemarle, North Carolina 28001
Page 3 of 2

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DRAWN BY: sjs
DATE: 7/11
SCALE: 1" = 250'
Chic -amber- EnginE3c--ring, PA
129 North First St., Albemarle, NC 28001 704-984-5427
NCBELS Finn License No. C-1660
APPROVED BY: I Lexington Asphalt Plant I Drainage Basin 1
1 OF 1

FOR
`1 '
Division of Water Quality /Surface Water Protection
NCDENR National Pollutant Discharge Elimination System
NcarN 4wouiu Ocrwrrwexr 4r
E.nrsoNN£!!I u.o NQUeLL RESpl1,+CE!
NCG160000
NOTICE OF INTENT
I Year I Month I Day I
Permit
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG160000:
STORMWATER DISCHARGES associated with activities classified as:
Coverage under this general permit is applicable to all owners or operators of stormwater point source discharges
associated with activities classified as establishments primarily engaged in Asphalt Paving Mixtures and Blocks
[standard industrial classification (SIC) 2951].
ll For questions, please contact the DWQ Regional Office for your area. (See page 4)
(Please print or type)
1) Mailing address of ownerioperator (address to which all permit correspondence will be mailed):
Name JT Russell & Sons, Inc.
Owner Contact Nathan Russell
Street Address 1751 US 52 N
City Albemarle State NC ZIP Code 28001
Telephone No. 704-982-2225 Fax:
E-mail Address nathanrussellt-itrussellandsons.com
2) Location of facility producing discharge:
Facility Name
Woodside Asphalt Plant
Facility Contact
Nathan Russell
Street Address
205 Woodside Drive
City
Lexin-qton_ State NC ZIP Code 27292
County
Davidson
Telephone No.
NA Fax: NA
Email
NA
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). 1-85 to Hargrave. South on Hargrave, Left on
Woodside to end of road to property
(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 35° 46' 24" N Longitude 80" 18' 34" W (degrees, minutes, seconds)
5) This NPDES Permit Application applies to which of the following :
N New or Proposed Facility' Date operation is to begin 3rd Quarter 2011
❑ Existing
'If this new or proposed facility in one of the 20 coastal counties, you must contact the appropriate Regional
Office (see page 4) to determine if a State Stormwater Permit is also needed prior to construction.
Page 1 of 4
SWU-231-030909 Last revised 3l9I09

NCG190000 N.0.1.
0
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 Paving Mixtures Production. See attachment for
production description.
b) Check all services and activities offered or allowed at this facility
® Outdoor stockpiling of materials
® Storage of raw materials
® Storage of materials in above-
ground tanks
® Material Loading and Unloading
8) Discharge points / Receiving waters:
® Transport of materials by a conveyor
or front-end loader
❑ Vehicle and equipment
maintenance
❑ Vehicle/Equipment Washing
❑ Vehicle and equipment fueling
How many discharge points (ditches, pipes, channels, boat ramps, lift wells, etc.) convey stormwater from the
property? One (1)
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? UT Swearing 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). NA
Receiving water classification (if known): C
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? 0 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 ® Yes (Show any structural BMP's on the site diagram.)
If yes, please briefly describe: Good housekeeping measures such as the diversion of stormwater around
stockpile areas and the implementation of regular inspection, maintenance, and cleaning schedules;
SWU-234-030909
Page 2 of 4
Last revised 3l9109

NCG190000 N.O.I.
11) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No 'Yes
If yes, when was it implemented? LIP41V FAGtc.i T"r
12) Are vehicle/equipment maintenance activities occurring at this facility?
® No I] 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?
® No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
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 1 disposal vendor:
Vendor address:
14) Certification:
North Carolina General Statute 143-215.6 B(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).
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 Name of Person Signing: Atlas James Russell
Title: -SecretanA Treasurer
(Signature of A licant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
Page 3 of 4
SWU-234-030909 Last revised 319109

NCG190000 N.O.I.
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
® Check for $100 made payable to NCDENR
® This completed application 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 and/or
boats are stored, (f) impervious areas, (g) site property lines, (h) boat maintenance, blasting, painting and
washing areas, and (i) location of services and activities listed in 7b.
® Copy of county map or USGS quad sheet (preferred) with location of facility clearly marked on map
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWO Re final Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...
[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 4 of 4
5VVU-234-030909 Last revised 319109

PROCESS FLOW FOR
HOT MIX ASPHALT PRODUCTION
IN A COUNTER FLOW DRUM MIXER
The purpose of this process and its assemblage of equipment is to produce hot mix asphalt paving mixtures
for highways, streets and other surfaces. These mixtures, a carefully formulated blend of aggregates and
asphalt cement, are normally delivered into transport vehicles from storage silos at a temperature of 270 to
300 degrees F.
Virgin mineral aggregates utilized are normally sand plus crushed gravel or quarry stone. Other aggregates
including crushed blast furnace slag and reclaimed concrete may be used under specified conditions.
Asphalt cement (AC), a residual product obtained from crude oil refining, is the adhesive and waterproofing
medium which binds the aggregate.
A portion of the paving mixture may be recovered asphalt product (RAP), which is old asphalt paving
which has been removed, usually by milling, from an existing roadway.
Process materials are delivered to the plant site by truck. Aggregates are stockpiled by size. RAP is also
separately stockpiled. Liquid asphalt is pumped from delivery tankers in to the AC storage tank(s). Fuel is
pumped into appropriate storage vessels from delivery tanks. Where natural gas is used as fuel, it is
withdrawn as needed from pipeline systems. All other items such as heat transfer oil, lubricants, and
maintenance materials are stored in appropriate areas.
Cold Feed Bins (Item 1) and RAP Bin (Item 6) are charged as required from respective stockpiles, usually
by a front end loader.
Coarse and fine virgin aggregates are withdrawn from their respective bin compartments (Item 1) in
predetermined proportions to produce the aggregate gradation and total rate required, then transported on
the gathering conveyor (Item2) to the virgin aggregate scalping screen (Item 3). If there is no RAP
addition, the virgin aggregate will comprise approximately 95% of the system process inputs. When RAP is
being introduced, the virgin aggregate proportion will be reduced to approximately 50 to 95% of the total
inputs. The scalping screen (Item 3) removes oversize material and foreign objects which may have found
their way into the stockpiles. The virgin aggregate is continuously weighed as it is transported by belt
conveyor (Item 4) to the counter flow drum mixer (Item 5). Automatic adjustment is made to virgin
aggregate feeders to maintain the required feed rate set by the plant operator.
When RAP is included in the mix formula, it is metered from its bin (Item 6) at the required rate and
delivered to the RAP screen (Item 7) which removes oversize clumps. The RAP is then continuously
weighed as it is transported on the RAP belt conveyor (Item 8) to the counter flow drum mixer (Item 5)
RAP inlet. Automatic feeder adjustments maintain required feed rates.
AC constitutes approximately the remaining 5% of process inputs. AC is stored in the AC storage tank
(Item 10) where it is maintained at approximately 300 degrees F by the heater (Item 9). Delivery of AC
into the counter flow drum mixer (Item 5) is controlled by the AC metering unit (Item 11) which is
monitored by the plant control system to insure correct asphalt content in the mix.

Virgin aggregate enters the mixer through the exhaust gas breaching. It is heated and dried by heat released
from the controlled combustion of fuel in the extended body burner (Item 12). This burner may be fueled
by natural gas, liquid propane, or fuel oil. By the time the virgin aggregate has progressed through the
drying/heating section to the combustion zone, it is dry and will be superheated. Bypassing the combustion
envelope, the hot virgin aggregate reaches the RAP inlet. The cold wet RAP is now mixed with the hot
virgin aggregate and becomes heated and dried by heat exchange. The virgin/RAP blend now passes
through the mixing zone of the drum mixer where the AC, pumped by the metering unit (Item 11), and the
aggregate fines, recovered in the baghouse (Item 13) and delivered by the dust return system (Item 14), are
mixed with the aggregate blend. The mixing zone location beyond the combustion zone reduces asphalt
droplet carryout. All VOCs released must pass through the combustion zone where they are partially
consumed.
Hot mix asphalt is discharged into the elevating drag conveyor (Item 15) which transports it into the mix
storage silo(s) (Item 16) to await truck load out requirements.
The other discharge from the counter flow drum mixer (Item 5) is the exhaust gas which is drawn into the
baghouse (Item 13) by the induced draft fan (Item 17). The fabric filter bags in the baghouse allow gases to
pass through white collecting particulates larger than a few microns. A reverse pulse system causes the
collected fines to fall into the collecting hopper for recovery through the dust return system (Item 14) as
previously described.
After passing through the filter fabric, the exhaust gases are drawn into the induced draft fan (Item 17) and
then discharged to the atmosphere through the exhaust stack (Item 18).

�v

F—
c°`
�f U.S. ARMY CORPS OF ENGINEERS JUL 1 I ?I l
WILMINGTON DISTRICT
Regulatory Bi.anch
Action ID. 200802561 County: Davidson USGS Quad: Lexington West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner 1 Authorized Agent: Linwood Land Development, LLC /May Heavy Equipment/ Jim Bin ham
Address: 5941 NC Highway 8
-Lexington, North Carolina 27292
Telephone No.: 336 357-5005
Size and location of property (water body, road name/number, town, etc.): May Heavy Equipment site located off of
Woodside Drive, west of Lexington, in Davidson County, North Carolina. Property is adjacent to a tributary of
Swearing Creek which is a tributary of the Yadkin River.
Description of projects area and activity: Access Road construction for new facility as, described in your
construction Dlan included with vour apnlication of August 28. 2008. resulting in 148 linear feet of stream channel
impacts to the jurisdictional waters of a tributary to Swearing Creek (Yadkin River).,
Per your request of June 21, 2011, this verification is extended to March 18, 2012, as define_d_by the revised plans
included in your request resulting in 143 linear feet of stream channel impacts to the iurisdictional waters of a
tributary of Swearing Creek (Yadkin River). All other conditions of the original oroiect verification, Action ID
200901137 remain in effect.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: NW 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
perrnittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. All of existing NWPs are scheduled to be modified, reissued, or revoke prior to March 18, 2012. If, prior to
the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain
valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the
nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are tinder construction) or are under
contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve
months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised
on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the perrnittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact John Thomas @ 9 554-4884 ext. 25.
J,,4�Corps Regulatory Official Date: 09/04/2008
Expiration Date of Verification: `06/27/2012
Page 1 of 2

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit http://www.saw.usace.ariny.niiliWETLANDS/index.htrril to
complete the survey online.
Determination of Jurisdiction:
❑ Based On preliminary information, there appear to be waters Of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: Property has tributary to Swearing Creek which flows to the Yadkin River and the
Atlantic Ocean. ^�
This iurisdictional determination is only for the waters/wetlands proposed for impacts associated with this Nationwide Permit
and does not include any other waterslwetlands that may be located on the property.
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jean Gibby, Project Manager,
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Raleigh, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be re ived at the above address by November 4, 2008.
**It is not necessary to submit an RFA fo o the Distric Of ice if you do not object to the determination in this correspondence."*
Corps Regulatory Official:
Date 09/04/2008
Page 2 of 2

' SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Eric Mularski, HDR Engineering, Inc. of the Carolinas, 440 South Church Street, Suite 1000, Charlotte, NC 28202-
1919
.IT Russell & Sons, Stephen G. Chambers, Albemarle, North Carolina 28001
Page 3 of 2

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SCALE: 1" — 250'
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NCSELS Firm License No. C-1660
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Lexington Asphalt Plant
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If € ��!� r �,. ". r` -- -,._ ._ _ _.._ :: " °`` s Ca 1, s ' STONE .CHECK D � � _ /11
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+ i LIMITS OF `. ~, __ _ .� _ - _ - _ , _ - - _ eAS IL 1R EQ'S
I CO . STRtJ ON , + 1, --- - - - � � ��R �� �� kr �, t .,__ .�- TMP -' ODE � � R � \ \ � �40 - �0���. � � .f/ ,, I `
/ l � Lid _ . _ __ -- _ - r - e ATED CHANNEL. �/C-1, ,� 4 / _ ----.0 f _.- _, r;' fill,; .
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% t7 SEDIMEN -TRAP ST-2, _ .�- ._ �� -- - I l�
t 1 ,t , 5, �' -_ _ - __ ,tiR x _ _ _--- _ REF 7ETAIL FOR EQ'S ` i 99 �� /', .'>`i'
\ / \ DiM: 140 ? 55 Kam: - -- _ _ _ _ . _ _ - _ .r r" ♦ `Q3 _ , t
( ; ; 550fl' Sl= SA ® WEIR - `_"`-r��J_ ��- `� _ ' _ __ 9 r \ - _ � __ /. t/ /
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\ a BOTTOM- Et EV: Sd:5; MONf7S3RENc 4 �%��� M � ET P tOTECTiON,, R1 F. - _ _w. _.. __ - � -� �.. �` I!> i - '/ / _ .
WELL40 NARRATIVE: } `'- �_ WEIR ELEV.84.0 _ y _ _ r - __ x ._: DETAIL FOR- REQ'S - _ . __ _, _ i .1 �. _ r �f -
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The proposed project is for the construction of roadways, storm drainage, and a TOP OF D4M -ELEV: $5.5' - - -_ _ - __ ... r _ � � - 98 A I � ", ,, ,-
storage/operation area for an asphalt plant in Lexington, Davidson County, NC r \ WEIF2 LENGTH:12.d' 9 _ - . - - � �f ~
_ ~':. _ r -
b JT Russell and Sons, Inc. Total disturbed area for this project is 10.34 acres. '- - -_ - f -
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clearing, COIR MESH BAFFLE .._. _ :: _ :: __ ::< ♦ 1 \
installation of erosion control measures, g, O
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The sco a of wor k includes m .- __ __ .. �,,.�'.-,•. - _. _ _ ,.' ,-:.. .- .� _ ..,:: ,. __x .. . 9 i
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draina e.% \
and storm ' _
grading, paving, a � _ �
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CONSTRUCTION SEQUENCE. ".... -
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approval and permits prior to beginning work. J _
1 Obtain plan PP P P 9 Qp -
unnecessar clearing.
;.. : - -
2. Fla the work limits to preventy g p r ,rye _, � � ,�� �
starting construction. -
tin at least one week prior to s g d _
3. Hold preconstructron meeting P ..--�..� ` 7� ,:- � ._ r.... _, . °?. " -.. y. .-.. _ �_ � ,_„ -" - . -. ���s,� -
4. Install temporary construction entrance and silt fence. 1% D I u N " - "- "- f�'
diversions. �+r s:. p�2 /`f
5. Install sediment traps, silt fence, and temporary w _ _
P r ►" .. Q _ _ _ _ _ 3 � _ DIVERS[ON DIKE DD-3""
6. Clear and grub area for building site. -'� :: .- /1. ` 3 ' ;' I i _ - •r r2� DD2 r.._ ._.:- -- _ " G�0 REF. DE OR REQ
11 areas to proposed grades shown. c ; - , a / �` F --- -- _ - - _
7. Grade and f► P P 9 r � 0 +' �, �DD2 "' M1 00 ..i �, \ ;t 7AI- S � f
Provide roundcaver on exposed slopes within 21 calendar days following i - - ` -_'
8. Pro i e P P r
g / -----:_-•-�•-� - I r / �_ I �� "`-~. _ r "� 2�� r Lt;VEL SPREADER �LIMITS=OF �� �3
completion of any phase of grading- ._4. "� / i ::.rn - ___
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Provide permanent roundcaver for all disturbed areas in accordance with the ,,� __- -`'\ - L_ �� "^ , r '�- jj`` - ENTRANCE WIDTH 10' CONSTRUCTION �� f a
9. P g re than 90 calendar days _ _._ \ a : R `�, ` __ _ -�__� 2� QEPT}i:' 0.5 l �' -""� h�
seeding specifications within 15 working or no more Ys \SLOPE tg'A ING ;� ♦ -� DIVERSION DIKE DD-2 .....-J EN D ' _ !/
or development. SHOWN SHADED \ = °i . '-- -- j la Wl Ti: 3 : __ __ ryg �-
following completion of constructionp REF. DETAIL FOR t EQ S ��
10. Remove all temporary erosion and sediment control structures after ��y,� - �� �,: _- -� APRON. A 2 �` I LENGTH: 10' s� \r _� J f B
vegetation is established an all disturbed areas and following NCDENR approval. - SILT FEFTG£; - - y _
_ ' J ~ 1-11 1 ` I �`. A�RO1} A-3\ \ F ��~�� ///
i� � � ��. AS SHOWN � � � `�--Li�vIITS OF � r __ �- -�
\ a \ / �' � / _ - -\ f 1`= r , r , CONSTRUCTION 1 ! i r r
t �1 - r LIMITS 4F '- s --- '! , lrj ,5_ \ --,
MAINTENANCE PLAN: _CONSTRUCTION "ram ~� >i` LEVEL SPREADEF� \ -� ,
maintenance plan shall be followed until the site is completely stabilized after `ice � 96 s `� f ` __ -' r I 1 1 I f -- `F ` ` \ I' I �I � \'\ENTR'ANC1 `1lVIDTH: i10' ; \ fj r /
The following main p --r-� '�• ss rn\ :' : �i �) \ I - f
f j i � DEPTH_ fl.5` \ � / r
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construction. During construction the Contractor shall be responsible for inspection and f� ,.'�� f ` `` ` ] j •, \ \ / _ --- _.
� � -i ._ - J \ ENE WIDTI-l: 3 \ / �•
maintenance of all erosion and sediment control structures. - �/J ,,� �� `�'�� ,� ` .� - \ j j \ \ \
-= `�. / �. 7 r j \LENGTI #: 10 .\ \ /
1. A log must be kept for the site documenting each rainfall event and measures taken to __ ��'. _ .�� „ \ 1 �� �� / �' f j \ \ /'
�, _
I✓/ _,__ / • - �t �.� ____ - - 1` % \ S�LT FENCE, \ E
repair or replace any damaged erosion control measures. All NPDES rules shall apply. / - /f !� ,y ' L .� _� �/ r C01 {-BAFFLES, _-� ___ �r� �`�,,,,,� �~ \ TYP,,AS SHOWN\ \ti \ / /
2. All erosion control measures shall be checked for stability and operation following any i Z, , �• -'�' f f~
rainfall producing runoff and at least once every week. Any needed repairs shall be made r//ram j 1� 9�"� 4 I f \ A>?RON �� -Vol`\�� �,. �' TYP. AS SHOWN ~� _= -��.. � 00 \ k, \ \ , / t,
P g '.J / '� 1 ^. �, SEDIMENT TRAP ST-1 COIR MESH BAFFLES, ~__ _ \ \ \ ,, I ,
immediately so that all erosion control measures are maintained as designed. �� ," \ \ \ .I / SILT,FENCE, \ � l
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid -depth /fir - -' ♦ \\ \ \\ �f `-. "DIMS a,01.'_X-•-52'-X 35' ' '- - �_ TYP.--AS�S>dQWN \ \ \,, \ \ �f ,`
P \ \ \TYP. AS \SHOW \ � /
point below the weir elevation. Washed stone shall be cleaned or replaced when the !✓ " ~ ; \\\\\\ \ ��- \ \r 5252 SF SA {� WEIR ~ O \ \ \ �} \ \ \ \ f
k, \ LIMI S OF \ \ y SEDIMENT TRAP 5T-3 \ +� \ /
/ ,s \ \ \ \ , \ \ � f11
sediment pool no longer drains properly. (� \ \ \\ \ �:.� \ _ .` _BOTTOM ELEV. - -• �,•;` \ \ �// f/ /
O \ / \ \ \ CONSTRUCTION \ DIM:- 11.d' -�C 56' X 2.75' `- \
4. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance with 1 E ` \\\ \ '`- \ \ `` ~-�Vl�11i�ELEV 19d� -' ` _ �. \ �� / ! t
the seeding specifications in order to maintain a dense vegetative cover. \� / ` \\\\ \ \ \ - \ \ \ - 8160 SF SA (�D WEIt •�
5. Sediment deposits shall be removed from sediment fence after each storm event or / -_ s100��� � OR RY \ \\\\\\\\`\ _ � - �� \ \ � � \ \ � \ \ ,_ \ -- ` 'T0�`O��AM ELEV: 80.5' BOTTOM ELEV: 79.25' \ \ � \ 5°� � � � /; � f % / ///
~DWI=I EN1 GT1 :10: 0 - - •4 _ '\ ' \ i
sediment fence should be replaced. They must be removed when deposits reach approx. - N5TRUCTiO�E / \\\\\ \ " `- \\ \ \ \ \ \ \ \ r YVEIR ELEV:82.00 \ \ ♦ \ r� f , f/ ,! / l / ;
half the height of the barrier. Any sediment deposits remaining in place after the �NTRANCE \ \\\\\ \\ - -- � _ \ ,� \ \ ` `SILT-F, J E TOP-'OF`DAM ELEV: 83.50' \ \ \ - / / /
sediment fence is removed shall be dressed to conform to the existing grade, prepared _ � ' - i j \ \\\`\\\\ -. y \ : \ \ y \ \ \ ` _ 5YP S- s j = _ WEIR CENGTIzLW-0-' ✓ -� - - - ` ` \ \ \ f` / !/ ,/ {f ! j f / / /
and seeded. - / \\\ \ \ \ \ \ � a � o -_ \ ' , ,{ / / ° ' ) \ /
6. Inspect check dams and channels for damage after each storm event. Remove sediment \ \\\\ \\\ -- s \\ ,, � N 1 � ` �. ` ` �` _ ' - � `` t
accumulated behind the dams as needed to prevent damage to channel vegetation. Add \ \ \\ � \ \ � •� ~. / - f / f /
and crass section. \ \\-, \ 1-1 \ \ . �� l �~ _ \ � ' / / : r f, /J{ ! I / / / / / //r. l
stones to dams as needed to maintain design height`
7. Temporary erosion and sedimentation control measures shall remain in place anti! the site \\\\ `\ . \ \ \ \ EXISTIN \ 4 _ '� ~ / \ l / j / ` • / / / / ! .' '
_ \ �\ \ \ ~ 4 CONTQi1 S \ _ r o N � 1 �. _ / /i
has been stabilized and a representative of the NC DENR Winston-Salem Regional Office % / i / / / { / // / / / '
\\\ �" \ \ \ \ \ \ \ - `` �,, �' �, '\ \ " i /'/' ,/ J: / / / I/ / / / f ` ' /
Land Quality Section has approved their removal. \ \ \ \ \ � \ ` ~`
\ , \ \ \ \ \ `
NOTE:- Pursuant to G,S. 113A-57(2), the angle for graded slopes and fill shall be no greater ( /� , \\
than the angle that can be retained by vegetative cover or other adequate erosion -control \ \ \\ \ \ \ \ �• ` -'- �' \ \' v \ \` \ f 'I / ,/, / / A 1 / / / / / r
devices or structures. In an event, slopes left exposed shall, within 21 calendar days of \\ \\ \ , \ \\ \ ,\ \ �\ ~��- �. �' \ \\ ` \\ \ \ ti `\ \ y 1 i '` r ! //f// / % / // ,' /
Y
completion of an phase of grading, be planted or otherwise provided with temporary or \ \ \ \ \
permanent ground cover, devices, or structures sufficient to restrain erosion. Pursuant to G.S. \\\ \ ~ ` \ \` \ \ \ \ ~ _ \ \ \ ` \` i i ' ' / f / / / J `! f
113A-57(3}, provisions for permanent ground cover sufficient to restrain erosion must be ` \ \ \ \ \ \ \ _ - ~ \ \ \ \ \ \ \ �� I { r / t , / /r // r{ ' ��tt i f 1
\ \ \ \ \ \ \ \ \ .` \ _ __ - -' \ \ \ � \ \ , \ \ `. �,` \ `�`•, 1 Ili i� +� { } >' / f ! i 1 / ` J f
accomplished for all disturbed areas within 15 working days or 90 calendar days (whichever is \ \ \ \ \ \ \ \ \ \ \ ` ry �- ! . - , i` / •C` Q ' •••
win completion of construction or development. \ \ \ \ \ 4- ` - - - ~ `` \ \ \ ` ��, t �' `' t / /r /!/ / . `�, SS% '
shorter} following P \ \\ \ \ \ \ `. a \ �_ \ \\\\ \ \ \ \ \\\ -, -_ 1 1��k. it ;i+ 1:' / //f//f/// a :�-OFE = A
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LEGEND' \ \ \ \ \ �\ ` _ \ '\ --- __ -- \ \ \ \ ^ \ \ \ \ \ .\ .i'- � \ � �4 ` \��; ,tl�/f/// / {� "��`�rr _ clA' ,
I- \ \ .` ~` "` \ \ �' \ \ \ \ \ \ \ \ \ 5 � ` /3/jrf;f 1/!l f / % a" ��3� °� f tt` c )v �0Q • , -
S Temporary Sediment Trap \\ \, \ \ \ ti �� \ \ \ \ \ --- -. l ` %� ,/ /, 'r °' ,� A` GIN � ��
\ \ � \ .\ \ \ \ \ f i/ F -... ! :/ -�S . '1 f /f / ;,, i �� s i� '7Ar lam' ��
Tem// 2
porary Sediment Fence \ ti �. \ `"" �~ � ` - _ \ \ \ ! t
Ill
Grading Limits \ � w - ` \ \ \ \ \ \ \ \ \ \ \ \ \\ r - \//j \\�� �. �, .., _ it `ram /� f a
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Pipe Table
START
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NAME
SIZE
LENGTH
SLOPE
MATERIAL
PIPE START
STUCTURE
PIPE END
STRUCTURE
INVERT
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ELEVATION
ELEVATION
Pipe '-• (1)
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t I T `IL 'F0 ' REQ'S' ` __ • _co - - r ./ _ .. ,_ ;
a I I \ REF. DE� t� \ .., �. - _ _ _ - _ , _ _ �._ g� �' INLET'. ROTECTION REF. I t�`r
i . I ; : _. ~ _ a _ t ,J STONEFCHECK D _.. / e r, 1
r - I
i i LIMINS OF � \ e Y - w _ ---• _,. __ --- __ _- _ _ . _ _.._ �. k , „ -- - . --- __ _. TYP AS $ "� r' r� f - , i
I 1 CO . STRU 'PION ,. '1 s 'r �' �_.._ _ I o /O • - - - . a;. I,<, /r .
{ { p �� Sl pfMEN f TRAP ST- 2, - �.. �- 4 Y �._ _ .._ _ `' REF. -TAIL FOR iWQ'S s f - 99 I ` . . f r
I ' f 550O�5F SA ®WEIR "_ .90--�..-_--__.- n � - - _ g t I_ Q r _ , - f
I :°' t - iCflR1NG `�- �""-- T- PROTECTION- REF. - __ - _ _ -
\ I � 4 BOTTOM- ELEV. 80.5' -MON -- - �� - E P. N,_ � r o � `� ` � i - L ' �- _- � r I I _ .
NARRATIVE: WEIR ELEV:84.0' -_ WELL - - w ;' - r -- O r / - ,; :!
- i ~ DETAIL FOR R. S '
The proposed project is for the construction of roadways, storm drainage, and a \ TOP OF DAM -ELEV:'E5.5' - - - -
storage/operation area for an asphalt plant in Lexington, Davidson County, NC \ WEIR LENGTH:12.0' - _ _ - -� 3 �' / f ! �� ��� °r
ed area for this project is 10.34 acres. __ _ -�
a
b JT Russell and Sons, Inc. Total disturb P J _ 1 , -
ry ..
COIR MESH BAFFLE
Includes installation
of erosion contra! measures, clearing, Q -
The scope of work �c._ _ _ 97. 3 f \ \/
P"t O
O
r -
. A d -
. = > \
drainage. O i
awn an d storm � -^- -- _ - _ -
g 9, paving, -. _ _.. e - L�
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1 `J /
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\ �: °-
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c� . sr
UCTION SEQUENCE.
�f 11
:.f .. :., `_ -.�
and permits prior to beginning work. T _.. , .. \. t -,1 - f-., - /--'
1. Obtain plan approvalP A n
r _ ter'
vent unnecessary clearing. work limits to re Y 9
2. Fla the P _.
g O -
ction.
n
O
3. Hold reconstruction meeting at least one week prior to starting construction. D� __._.. \ N __ W - _
-,. - I
e and silt fence. D - - -- _
4. Install temporary construction entrant i�.i DD
ter-. . . `2 r •
and temporary diversions. ✓� i ��. - -
nt traps. silt fence, P Y
5. install sediment p +... r '�' +� .. QD2..
.�
- 03 DIVERSION DIKE DD- 3;
site. '�: _ / C k � r✓j, ~ -j?p -- - a� I r
6. Clear and grub area for building ._ - _ _- =�� - a,. _ _ _.__ _ + 2� - - -- -�
fill areas to proposed grades shown. \ , 1- ,� �, f -_ _ - - _ REF. DETAfL,FOR-REQ'S
7. Grade and P P 9 ,�� I- _ .. 2 DD2 \ r I s , <�'
8. Provide roundcnver on exposed slopes within 21 calendar days following '. - � ._.�---�:� _ i / , /, 23� \>''�� 0 _ -- __-_ �D.. LEVEL SPREADER LIMITS -OF w"I
completion of an hose of grading __ a• cp - _/ ✓ - " ___ �- - ENTRANCE WIDTH: 1 C NSTRUCTION
p YP g g
9. Provide permanent groundcover for all disturbed areas in accordance with the ,,,�- .y' L_ �, `' _ --- _ �� D �f
p _ 1 { �.- -,, . � , �` -_ -_. �'� I D2� DEPTH:',0.5' ; i -..- h
y y .F
seeding specifications within i5 working or no mare than 90 calendar days - \SL`OPE MAING / 'n __ .- .
_.� -; rn.,. DIVERSION DIKE DD-2, �- _ !'
followingcompletion of construction or development. SHOWN SHADED � r ` � � _ j� ��' � � -- .� END W1DT�i. 3'� -- - .__
REF. DETAIL FOR RER S
_ ,_ LENG,TH: 10' \1 J - �^ .
B 10. Remove all temporary erosion and sediment control structures after -_ `-� C i -_ APRGII A-2 \ r F -
vegetation is established on all disturbed areas and following NGDENR approval. - SILT FENCE; -` - -� °' �- : ' '� i LIMITS OFF •--.. , � j --
r ,. . r
r ' i ! - -� ` ` At A-3 , \ ~�,t
/ .w_TYP. AS SHOWN r' r - _ 0 ` f 7 % / 1
� � : \ �•` .rr�, -�: _� f�/� r � -� ��.-� -_ _ , - .; - � f r _-_ -- -- � � ♦ \ CONSTRUL`TI41N1 1 _ !- � � ��Y �. \ `�_ / r i
~LIMNS 4F ;. `- j' _ \ 1 LEVEL SPREADEf \ \ / /f f
MAINTENANCE PLAN: �GO]STRUCTION - -- ;;oa --
once Ian shall be followed until the site is completely stabilized afiter fr �r �-� ti_ s' rn ` - j j ! � .` \ \ f I `I \ ENTRANCE 'WIDTH- 10' / ! f /
The following maintenance p �� .ram ��� I f \ ` - - _.
construction. During construction the Contractor shall be responsible for inspection and ��� i� - - , :;< � \ L - J i r J I \ EE4 W D WIDTH:
\ , \ / f l
maintenance of oil erosion and sediment control structures. -- - l - ,.- i !1�..- : t %. 4 r� ` ­_ , - -_ �r -_ \ LEN WIDTH: 3' \ \ , / / y
� ♦r-�• ,.: _ �r � \."� .`�1.- �_ � j ` -� � yr� -- _ � 1 1 � \LENGTH: 10` � \ � `'' %
e ke t far the site documentin each rainfall event and measures taken to __ /I �'� _I^ r 1, � ` `� __ -
1. A log must b p 9 - �r �'' ~` \' j ', �� �� ` / r �. r- ` ,, r
/ SILT FEI3GE, \
repair or replace any damaged erosion control measures. All NPD£S rules shall apap�y. - �,, f/ ­1 .• - , / j _.. COIR MASH" BFIFFLES,-=�'` wy ' j �. TYI' AS SIflWNw; ` ! /J 'T
2. All erosion control measures shall be checked for stability and operation following y i,�%�� + r ,' \ `. �_ .f
TYP. AS SHOWN
rainfall producing runoff and at least once every week. Any needed repairs shall be made /�� / - �9+�v� r < ! y Ir r. APRON �tj \ `. �.. ` `-�-''l y �"' �` ..\.- \� ''• \ \ ; `e \ ' f f J
I %• 'i SILT, FENCE w' \ -I SEDIMENT TRAP S_T-1 ry COIR MESH BAFFLES, -- \ \ f /
immediately so that all erosion control measures are maintained as designed. �/ ,� \!\\\\ / - ti "` - y' --,._ .- -- \ l
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid --depth �, �/ Shy' \ \ . \ti \u \TYP. AS`SHOWN \ '`- \ '11 �� DIM:_ j.01- 52'-X 3.5 TYP. AS-SNQWN ( \ \ \
point below the weir elevation. Washed stone shall be cleaned or replaced when the - - s \ e\ 5252 SF 5A C� WEIR !' \ \ \ ` / /
p ,/ ��F \\\\ 1 \�� ---_-- -` Ll IiZS OF -\ \ SEDIMENT TRAP ST-3, , {
sediment pool no longer drains properly. ! \ \ \\ \ .� __ BOTTOM ELEV:75.5' r \ \ 6�°' �;�\ \ ' f / /
ded as necessar , and mulched in accordance with O \ \\ \� ` `\CONSTRUCTION \ -� , � _� ___DIM:---11-0'- .X_ 6' X 2.75' \ \ ` °�`, \ \ rt �! / j r f
4. All seeded areas will be fertilized, resee y � `QE \ \ \\ \\\\\` __• \ \ \ \ � _ � �`-' W IR�ELEV:79 0 - ti ; e
the seeding specifications in order to maintain a dense vegetative cover. f \ \ \ \ `TOr?-OERAM ELEV:80.5 6160 SF SA ®,WEB \ �'\ \ / / f
5. Sediment deposits shall be removed from sediment fence after each storm event or ; y�o0a '� f y \ \ \\�\ \ \ \ \ ,� - _ BOTTOM ELEV:79.25' - - - -- \ ` / / /
/ PORQRY j `\ \ \ \ -� -~ ` \ \ \ \ \ •��ENIGTH-10.0II , ,- ti . /
sediment fence should be replaced. They must be removed when deposits reach approx. \ f \ \\` \� - , ` \ •11 \ \ \ � \ -� WEIR ELEV: 82.00' ` \ \ \ � \ \' / , /' �,,/ f'- r' / i / /
\ NSTRUCTION \ \ , \ \ �� , � -_SILT-IdbVt TOP -OF DAM ELEV: 83.50' `�
half the height of the barrier. Any sediment deposits remaining in place after the J ENTRANCE \ \ \ \\\\\\ _ \ \ ` \ \ \ f f
sediment fence is removed shall be dressed to conform to the existing grade, prepared w \\� \ \ ` \ \ � TYP:,AS- VO i - \ \ F I / j f ! / f ✓ /
f \ \ WEER LENGTH-- ✓ f
and seeded. \ l \ \ \\� 1 \ \ \ \ \ ~ ` \ ' �. ` \ \ ' r� I / / ' } I f f
6. Inspect check dams and channels for damage after each storm event. Remove sediment - \ , � '- \ � , � \ __ \ / i - / / f `
accumulated behind the dams as needed to prevent damage to channel vegetation. Add / \ _
s as needed to maintain design height and cross section. \ \ �,\\� 1-� \ \ \ �` ` �` ~ \ r -� `'" "_ -- f \ ` ' f
stones to dam _ J!, /" r : / Fr / ��/ r / / ! ''
7. Temporary erosion and sedimentation control measures shall remain in lace until the site - \ -11 \ \ \ \ EXISTING \ _ � a. '-1 � � / i t' / / f / / ` / l , f/:
P I Office / _ \\\\\•-. \ \ � r CONTOU S I � � r \ \ \ \ / I / / s' - / I /j / // r ! /
has been stabilized and a representative of the NC DENR Winston-Salem Regions ffi /-
Land Quality Section has approved their removal. \ \\ \ \ ` �`.� \ \ :"""\
\- `� , � �� \ \\ �`\ �7n- r' / r/ / / ,' ,r I%' ` f/I` I / / J f . /
\ \ \ 47` t
f \ \ ` \
NOTE: Pursuant to G.S. 113A-57(2), the angle for graded slopes and fill shall be no greater \( \ \\\ \ \ \ \1 \� ", \ '_ \ \•~ '`` A� \ � \ \\ / t / 1 / r I rt / / I f /
than the angle that can be retained by vegetative cover or other adequate erosion -control \ �! 3/ \ �, / ' ,f I / / ! r rr f
devices or structures. In any event, slopes left exposed shall, within 21 calendar days of � \��\;N \ \ \ \ \ \ \ ~ \1 . e w \ \- -_ \ \ \ \ \ . \ I � ' ;r ; I ;-/ •//r r` / / f' �' I
completion of any phase of grading, be planted or otherwise provided with temporary or -
permanent ground cover, devices, or structures sufficient to restrain erosion. Pursuant to G.S. \ \\ \\ \ \ \ \ \ \ _ _._ _ \ \ ` \ \ \ \ . N 1 < , , I ; j / t` / / / / / ; ilk
113A-57(3), provisions for permanent ground cover sufficient to restrain erosion must be \ \\ \\ ` \ \ \ \ \ `� __. -_ 1 `� \ \ \�` ��'` ' { i f f / \-11 �� 1,
�. \ \ \ \ \ \ \ ���ro� ;,'sit" :l r {/ f / _ O
accomplished for all disturbed areas within 15 working days or 90 calendar days (whichever is � \ \ , \ \ \ \ \ ` � \ , , ; r f
shorter) following completion of construction or development. \ \ \ ` _ -' - -- \ \ \ \ \ \ "z I ' ; . I . ' % /' o SS%''
,!\ \�\\ \\ \\ \� ��_\ `� �.`�\ \` \ \\ \ \ \\ \ \ � "I _\ I Iy 4a i!'` i; .l ` i f//f {/l� Ir AT 4 .¢�Of� = A
\� \ ~ '� \� �� -- - \ \ \\ \ \ \ A. \� \ i '' _' /'��'/ ore y SEAL -
. / \ \ \ �. _­1 "I
`� - -� , ", \ \ \ \ \ \ \ \ \ ` \ � \ r L 1_1_ ` t ^`l' f`1 f i T ! / �`�ti" Cv 1 94J
c, / \ \ \ \-.LEGENV \ - -- �* \ \ ti 1 y. �t _ ; f, fj,'fr{I;!!l//' �Qy a i t�`!y �''.'' cci
",Zl .0' % INE�
I-, S Temporary Sediment Trap \ \'� \ �_ - ~'� ~ -__., \ '~ .1) ­'&"
-Temporary 1-1 Sediment Fence \ ti. ` , `. �. \ ,,, _ -w �- \ i'--)'/ ,, - ; ! r :sr' ,r/ / ! �� � // G.
;y..... ..••P�
P Y % -,ti a __1 "-1 \ \ \' (D
/ � \ r r' /r r fI 111100
.,� -"` \ \ \ \ \ _ •� �, '"� ~/,....-� � � � j,%/' f '��llfftf fl ! rI / Qq�` 1 /�/�� /r G V` `><\\\\
,�- --,-­
J�, Tm. 1, , ,
Z - - - Grading Limits `\ \� ��.- , '\ \'- X " 1'��_,:,__,��?X,1/11 /.' /
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-
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1_0!t, Temporary Inlet Protection / \� . - `'� _� 1 \ \ \ \ \\ \ \ \ \ '' (I yV\ \ \ \ J/�yr ,, ;; ,, j s 1_Rl M''�
/ E
J� Stone Check Dam "� \ `. \ � \ \ \ \`� \ \ \ ` \�� - ., I� w///�/1/'f/I`r',/ / '' � \ o� I 0 50I 100'
Ai V 1 �`� ^ _ r - \ \ \ \ \ ` r •"� /, j i r /f f '' tij roo'
01 Rip Rap/ Stone fie, 11 _ \ \ 1 \ \ \ \ \ \ � � \ � _ ._ i .-�/ / //t f,'': /r�// / ,j�/fr� �• \ r
a / V0. / I ' r /
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SHEET NUMBER
8 75
Pv T
926
-
Al' K' 'E'1�'i ' -.}:S5_,i `i!�'4�."�I?:�..!,'�...

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3
n
5
HARDWARE
A
STORAGE AREA
CATCH
f�1
STORAGE DEPTH
MEASURED FROM 12" MfN. OF NCDOT #5 OR
TOPS Of WEIR-5
WASHED STONE
-'Y
3600 CU. FY AI
I� 1.5' MIN.-f
NOTES:
1, USE FOR DRAINAGE AREAS
NOT EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED W/ SEEDING
ACCORDING TO SEEDING SPECIFICATIONS.
�- s=M'�• E
CROSS SECTION
5' MAX.
FILTER FABRIC
OVERFILL 6" FOR
SEITI.F..IAENT
E SLOPE MAX
EMERGENCY
BY-PASS
6" BELOW
M+x SETTLED TOP
OF DAM
3' MIN.
STONE SECTION
GFDIMFNT TRAP DATA BLOCK
TRAP
DESIGNATION
WEIR
LENGTH
TOP OF WEIR
DIMENSIONS
STORAGE
PROVIDED
TOP OF WEIR
ELEVATION
ST 1
10'
5252 sf x 3.5'
13787 cf
79.0
ST 2
12'
5500 sf x 3.5'
14438 of
79.0
ST 3
12'
16160 sf x 2.75'
12096 of
82.0
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN
A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM
OF 1.5 FT, BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
CONSTRUCTION WITH SEEDING.
PLAN VIEW
12" MIN.
3-
• V
t;,P'
SEDIMENT TRAP DETAIL
NO SCALE
GENERAL NOTES:
1_ SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP,
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
A MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT BY T14E
FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS MADE AS NECESSARY.
A 4, CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE MINIMIZED,
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED.
MAINTENANCE NOTES:
1. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (.5 INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WARE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEOUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WARE MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
4` MAX
19-GUAGE HARDWARE CLOTH
MESH OPENINGS)
SECTION A --A
#5 WASHED STONE
INLET PROTECTION DETAIL
NO SCALE
Slope surface shall be smooth before
If there is a berm at the tap of
placemmt for proper, soil contact.
slope, anchor upslope of the berm.
Min, 2`
Stapling Pattern as overla p
Anchor in 6'x8" min. Trench
per manufacturers
.' and staple at 12' intervals.
'
recommendations.'
�! Min, 6' overlap.
Staple overlaps
mox. 5" spacing.
Bring material down to a level area,
Do not stretch blankets/Matting tight-ollow
turn the end under 4" and staple at 12"
the rolls to conform to ally irregularities.
intervals.
For slopes less than 9H:IV, rolls
Lime, fertilize, and seed before installation. Planting
of shrubs, frees, etc. should -occur diter installation.
may be placed in horizontal strips.
Rev. 6106
6.17.I1
MAINTENANCE
1. INSPECT ROLLED EROSION CONTROL PRODUCTS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT
AND REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE
RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WiTH THE GROUND SHALL BE
REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE
ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
SLOPE MATTING DETAIL
NO SCALE
MAINTENANCE NOTES:
1. INSPECT ROIIFD EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (.5" OR GREATER) RAINFALL. EVENT AND REPAIR IMMEDIATELY.
2, GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED AND EROSION MUST NOT
OCCUR BENEATH THE LINER.
3. ANY AREAS OF THE LINER THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED.
4, IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE
FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE LINER AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
EROSION CONTROL MATTING
NO SCALE
I B
46-
6
0 0
in -r
6AOpeningng - TyP
4B
PLAN VIEW
NOTES±
1. Concrete: 28 Day Compressive
Strength f'c = 4,500 ,psi.
2. Reinforcing: ASTM A-615,
Grade 60.
3. Contractor To Verify Size And
location Of All Openings.
Ring & Coves
(USF#250)
Cost -in
,�fr Ton
Wt: 2,200 Lbs.
1.10 Tons
0.54 CY Cone.
10
I- --T--
w. c4 jl
I ' _4'-0" 4'-0"-------�
ELEVATION A -A SECTION B-B
PRECAST WEIR TOP REQUIREMENTS
NO SCALE
-- 5'-0" g
6» 48" 6„
NOTES:
Zo
1. Concrete: 28 Day Compressive
- - - - - - - - - - - - Strength f'e = 4,500 psi.
I 17 A - I 2. Reinforcing: ASTM A-615,
Grade 60.
I l 3. Joint Sealant: Butyl Rubber
A i I I I I A SS-S-00210..
I 4, Supports An H2O Loading As
Indicated By AASHTO.
24"x36 Opening For
=- - - `- - - L Frame And Grate
-7---------7--r
48" Wide Knockout
(Typical Each Wall) SPECIAL NOTE
COVER SHALL BE OF WEIR TOP
PLAN VIEW DESIGN WITH MANHOLE LID.
24"x36" Opening For
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48" Wide Knockout
(Typical Each Wall)
SECTION VIEW A -A
PRECAST CATCH BASIN REQUIREMENTS
NO SCALE
ENERGY
DISSIPATION
(Typical Each Wall)
ELEVATION VIEW B-B
DEWATERIING'DEVICE
NOTES-
1. ENERGY DISSIPATOR TO BE RIP RAP
2. IMPERVIOUS DIKE TO BE SANDBAG
NOTE:
ENSURE TOANCHOR ALL
PUMPS AND PIPES SECURELY.
SEEDING MIXTURE RATE (lb/acre)
Species 200 (4-5/1, 000ft-)
Tall Fescue
NURSE PLANTS
Between May 1 and Aug. 15, add 10 Ib/acre Sudangrass or
10 ib/acre German millet. Prior to May 1 or after Aug. 15 add
40 Ib/acre rye (grain).
SEEDING DATES
Best. August 25 - October
Possible. February -- April 15
Avoid seeding from Nov. to Jan. If seeding must be done at this
time, add 401b/ocre rye grain and use a channel lining that offers
maximum protection.
SOIL AMENDMENTS
Apply lime and fertilizer according to soil tests, or apply
4000 Ib/acre ground agricultural limestone and 1,000 Ib/acre
10-10-10 fertilizer. Operate tillage equipment across the waterway.
MULCH
Use jute, excelsior matting, or other effective channel lining
material to cover the bottom of channels and ditches, and staple
securely. The lining should extend above the highest calculated depth
of flow. On channel side slopes above this height, and in drainages
not requiring temporary linings, apply 4,000 Ib/acre grain straw
and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash
down slopes where they can clog drainage devices.
MAINTENANCE
Inspect and repair mulch frequently. Refertilize in late winter of
the fallowing year, • use soil tests or apply 150 ib/acre 10-10-10.
Mow regularly to a height of 2-4 inches.
Refer to Appendix 8.02 for botanical names.
NOTE:
1. GRASS LINED DiTCH SEEDING SHALL BE USED W ROADSIDE
DITCHES WHERE SIDE SLOPES ARE 3:1 OR GREATER.
GRASS LINED DITCH SPECIFICATIONS
NO SCALE
FABRIC OVERLAPPING BANK
AND SECURED
FABRIC LiNED
�. DlVER91ON CHANNEL
--TOP OF BANK I
y - IMPERVIOUS DIKE
WORK AREA
FABRIC LINED DIVERSION CHANNEL
NO SCALE
C
NSTALLATION REQUIREMENTS: B
INSTALL EROSION CONTROL MEASURES INCLUDING RIP RAP ENERGY
DISSIPATER.
?. EXCAVATE THE DIVERSION CHANNEL WITHOUT DISTURBING THE
EXISTING CHANNEL
3. PLACE POLY -FABRIC LINER IN DIVERSION CHANNEL WITH A MINIMUM
OF 4 FEET OF MATERIAL OVERLAPPING THE CHANNEL BANKS.
SECURE THE OVERLAPPED MATERIAL USING AT LEAST 1 FOOT OF
FILL MATERIAL
F. CONNECT THE DOWNSTREAM DIVERSION CHANNEL INTO THE
DOWNSTREAM EXISTING CHANNEL AND SECURE THE POLY -FABRIC
LINER AT THE CONNECTION.
i. CONNECT THE UPSTREAM DIVERSION CHANNEL INTO THE UPSTREAM
EXISTING CHANNEL AND SECURE THE POLY -FABRIC LINER AT THE
CONNECTION.
i. CONSTRUCT AN IMPERVIOUS DIKE IN THE EXISTING CHANNEL AT THE
UPSTREAM SIDE TO DIVERT THE FLOW INTO THE DIVERSION
CHANNEL.
T. CONSTRUCT AN IMPERVIOUS DIKE IN THE EXISTING CHANNEL AT THE
DOWNSTREAM SIDE TO ISOLATE THE WORK AREA.
3. UPON COMPLETION OF THE CULVERT CONSTRUCTION, REMOVE THE
IMPERVIOUS DIKES AND DIVERT THE CHANNEL BACK INTO THE
CULVERT.
i. REMOVE THE POLY -FABRIC LINER AND FILL IN THE DIVERSION
CHANNEL
iO. ESTABLISH VEGETATION ON FILL SECTION AND ALL OTHER BARE
AREAS.
AAINTENANCE REQUIREMENTS:
i. CHECK THE POLY -FABRIC LINER FOR STABILTT Y DURING NORMAL
FLOW.
CHECK THE LINER FOR STABILITY AFTER EACH RAINFALL EVENT.
SANDBAG INSTALLATION NOTES:
1. REMOVE BRANCHES AND LARGE ROCKS FROM AREA WHERE THE
SAND BAGS .WILL BE PLACED.
2. LAY OUT THE IMPERVIOUS POLY -FABRIC LINER WITH THE CENTER
OF THE LINER LOCATED OVER THE CENTER OF THE SAND BAG DIKE.
3. PLACE THE SANDBAGS TO THE DESIRED HEIGHT. THE DIKES SHALL
HAVE A WIDTH SUITABLE TO SUPPORT THE HEIGHT. EACH ROW
SHALL BE OFFSET SO THE JOINTS ARE'STAGGERED. PACK
SANDBAGS TIGHTLY TOGETHER.
4. WRAP IMPERVIOUS POLY -FABRIC AROUND SANDBAG DIKE AND
SECURE WITH FINAL LAYER OF SANDBAGS.
SANDBAG MAINTENANCE NOTES:
1. PERIODICALLY INSPECT SANDBAG DIKE FOR DAMAGE AND LEAKS.
2. REMOVE IMPOUNDED TRASH AND SEDIMENT. A
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SOIL STABILIZATION FABRIC
UNDER COARSE AGGREGATE
PUBLIC STREET
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" SIZE COARSE AGGREGATE SHALL 43E LOCATED WHERE TRAFFIC WILL ENTER
OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5_ WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET, W14EN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
C 6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
13'-0"
(MAX.)
n
CONSTRUCTION ENTRANCE
NO SCALE
1" CHAMPHER
BOTH SIDES
1'-2"
2"I CLEAR
# 'S 0 12"
C.
# S 0 12"
Gl' 12" OF 3/4"
WASHED STONE
#6'S 0 12"
(16" STEM) .
9
12'-'0"
HEIGHT OF BACKFILL
�- 2'11 CLEAR
4" SCH. 80 PVC
DRAINS 0 10' O.C.
#6, 8"
6" PERFORATED
d DRAIN TILE 2'-0"
"CLEAR 5'S 0 6" #5'S ® 12"
TYP. �)
1 ,-2"
U 4 :d .• d,
J2-O'SJ
3" CLEAR
-1'-10"I 1'-2" 5'- 0"
Eft
CONCRETE RETAINING WALL
NO SCALE
GENEL36L NOTES
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC SHALL BE USED AT ALL LOCATIONS REQUIRING
THE USE OF SILT FENCE.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4. SILT FENCE SHALL BE PLACED A MINIMUM OF 5' TO 10' FROM TOE OF SLOPE
TO PROVIDE ROOM FOR SEDIMENT STORAGE AND DECREASE FLOW VELOCITIES.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED POSTS MAY BE USE.
MAINTENANCE NOTESs
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
INSPECT SILT FENCE AT LEAST WEEKLY, REGUARDLESS OF RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SiLT
FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH
APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
SPI
CLASS B RIP
SECTION B--B
SEDIMENT FENCE
NO SCALE
-STEEL POST
FILTER FABRIC
ti
5�4R
4 -�ANCHOR SKIRT 8" MINIMUM
STANDARD SILT FENCE
FLOW
5 WASHED STONE
A K -' Tom: 4.: A
WIDTH
IL V MIN. BELOW LOWEST
BANK LEVEL (MIN)
S�CTf ON A --A RIPw,P
FLTER FABRIC
L = DISTANCE SO THAT MATION OF
DOWNSTREAM DAM SPILLWAY iS EQUAL
TO E1J_YAT10N OF UPSTREAM TOE OF
DAM.
L --
1
1'
MIN. _
L,v mo..f
-
4" #5 WASHED STONE
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
PER RIPRAP APRON DATA BLOCK"SHOWN BELOW,
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE: END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END,
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL. 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL
BE PERMiTTED.
MAINTENANCE NOTES:
1. INSPECT APRONS AT LEAST WEEKLY AND AFTER EACH S$CNIRCANT (.5 ENCH OR
GRADE GREATER) RAINFALL EVENT FOR ANY EROSION AROUND OR BELOW RIPRAP AND
FOR DISLODGEMENT OF ANY STONES. IMMEDIATELY MAKE ALL NEEDED REPAIRS
TO PREVENT FURTHER DAMAGE.
APRON
DESIGNATION
PIPE
DIAMETER
d50 RIPRAP
STONE SIZE
Do
L
Wt
Al
60"
12"
15.0'
32'
37.0'
27"
A2
18"
5"
4.5'
12'
13.5'
11"
A3
15'
3"
3.75'
8'
9.25'
6"
NOTE: MINIMUM H=3--- IAYER OF FILTER FABRIC
PIPE DIAMETER Do= Width of Apron at Outlet of Pipe (3xDla)
SECTION B-8
RIPRAP APRON DETAIL
NOTES
i. PLACE STONE ON FILTER FAM TO LINES AND GRADES SHOWN ON PLANS.
2. KEEP C903? SECTION 1' MIN. BELOW NATURAL GROUND LEVEL AT OMNEL BANKS,
3, TDQW STONE AT LEAST 1.5' BEYOND DITCH BANKS.
4. STRUCIURAI. STONE SHALL BE CLASS 8 RIPRAP.
S. KEY THE STONE INTO THE DITCH BANKS A MINIMUM Of 18" TO AVOID WASHOUTS
FROM OVETIFLOWS.
MAINTENANCE-
1. INSPECT CHECK DAMS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT
AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN c
DAMS, ADDITIONAL MrASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIPRAP LINER IN THAT
PORTION OF THE CHANNEL.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW THE CHANNEL TO DRAW THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS ---
SECTION.
NO SCALE
INLET ZONE 35K
OF SURFACE AREA
INLET ZONE 25%
'
OF SURFACE AREA
INLET ZONE 25
GENERAL NOTES:
OF SURFACE AREA
1.
DRIVE 5' STEEL POST AT LEAST 24"
yy
OUTLET ZONE: 15%
INTO SOLID GROUND.
OF SURFACE AREA
2.
AND VERTICALLY TO ATTACH THE
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3.
SPACE THE BAFFLES ACCORDING TO
THE APPROVED PLAN.
/
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4.
THE FLOOR OF THE BASIN IN THE
Oda
X
OUTLET ZONE AND BERMS SHOULD
^z:
BE SEEDED IMMEDIATELLY AFTER
THE BASIN IS CONSTRUCTED.
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EACH RAINFALL. REPAIR
X
MM RIATELY.GANT
BERM
O
4'-0" MAX. SPACING
�rT�H
X �X
`~- X
5' STEEL POST
FLOW a
I
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BACKFILL AND COMPACT
FENCE AND FABRIC
SURIF0 IN TRENCH
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SEEDING MIXTURE RATE (Ib/acre)
roll Fescue 100
Sericea Lespedeza 30
Kobe Lespedeza 10
SEEDING NOTES
In Eastern Piedmont, add 25 lb/acre Pensacola Bahiagrass or 10
lb/acre common Bermudagrass. Use common Bermudagross only
where is is unlikely to become a pest. After Aug. 15 use
unscorified sericea seed. Where a neat appearance is desired,
omit sericea and substitute 40 lb/acre Bahiagrass or 15 lb/acre
Bermudagrass. To extend spring seeding dates into June, add 15
lb/acre hulled Bermudagrass. However, after mid -Apr, it is
preferable to seed temporary cover.
NURSE PLANTS
Between May 1 and Aug. 15, add 10 lb/acre German millet or
15 fb/acre Sudangras e5�rior to May 1 or cftprAkre 15 add
40 ib/acre rye (grain
SEEDING DATES
Fall: Aug. 25 -- Sept. 15 Aug • 20 - Oct. 25
Late Win ter: Feb. 15 - Mar. 21 Feb. 1 - Apr. 15
Fall is best for tall fescue and late winter for lespedezas
Overseeding of Kobe lespedeza over fall -seeded tall fescue is
very effective.
SOIL AMENDMENTS
Apply lime and fertilizer according to soil tests, or apply
4,000 Ib/acre ground agricultural limestone and 1,000 lb/acre
10-10-10 fertilizer:
MULCH
Apply 4,000 ib/acre grain straw or equivalent cover of another
suitable mulch. Anchor straw by tacking with asphalt, netting,
or roving or by crimping with a mulch anchoring tool. A disc
with blades set nearly straight can by used as a mulch
anchoring tool Netting is the preferred anchoring method on
steep slopes.
MAINTENANCE
Refertilize in the second year unless growth fs fully adequate.
May be mowed once or twice a year, but mowing is not necessary.
Reseed, fertilize, and mulch damaged areas immediately.
Reference: Table 6.11k from NO Erosion and Sediment Control
Planning and Design Manual, 1988.
PERMANENT SEEDING SPECIFICATIONS
NO SCALE
WINTER/SPRING
SEEDING MIXTURE RATE (Ib/acre)
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 dune.
SEEDING DATES
Mountains - Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. i - May 1
Piedmont - don. 1 - May 15
Coastal Plan - Dec. 1 - Apr 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 ib/ acre
ground agricultural limestone and 750 Ib/ acre 10-10-10 fertilizer.
MULCH
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disc 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.
SUMMER
SEEDING MIXTURE RATE (ib/acre)
German Millet 40
In the Piedmont and Mountains, a small - stemmed Sudangrass
may be substituted at a rate of 50 ib/ acre.
SEEDING DATES
Mountains - May 15 - Aug. 15
Piedmont - May 1 - Aug. 15
Coastal Plan - Apr. 15 - Aug. 15
SOIL AMENDMENTS
Fallow recommendations of soil tests or apply 2,000 lb/ acre
ground agricultural limestone and 750 lb/ acre 10-10-10 fertilizer.
MULCH
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt
netting, or a mulch anchoring tool. A disc 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.
TEMPORARY SEEDING SPECIFICATIONS
NO SCALE
5
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DRAWN BY: sjs
DATE: 7/11 _
Chambers Engine®ring, PA
SCALE: 1 " — 25p' 129 North First St., Albemarle, INC 28001 704-984-6427
NCBELS Firm License No C-1660
APPROVED BY: Lexington Asphalt Plant Drainage Basin 1 i OF

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NS Davidson County, NC
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