NCG081030_Application_20221109

FOR AGENCY USEDNLY
NCG081 d 3 v 1 ,
Assigned to: COO
ARO FRO MRO RRO WARO WIR ;J a! )
Division of Energy, Mineral, and Land Resources Land Quality Section
National Pollutant Discharge Elimination System
NCG080000 Notice of Intent
This General Permit covers STORMWATER DISCHARGES associated with activities under the following Standard
Industrial Classifications: SIC 40 [Railroad Transportation], SIC 41 [Local and Suburban Transit and Interurban
Highway Passenger Transportation], SIC 42 (Motor Freight Transportation and Warehousing — except for SIC
4221-41251, SIC 43 [United States Postal Services], SIC 5171 [Petroleum Bulk Stations and Terminals — when total
petroleum site storage capacity is less than 1 million gallons]. The following activities are also included: other
industrial actives where the vehicle maintenance area(s) are the only area requiring permitting; stormwater
discharges from oil water separators and/or from secondary containment structures associated with petroleum
storage facilities with less than 1 million gallons of total petroleum site storage capacity. You can find information
on the DEMUR Stormwater Program at deq.nc.gov/SW
Directions: Print or type all entries on this application. Send the original, signed application with all required
items listed in Item (6) below to: NCDEMLR Stormwater Program,1612 MSC, Raleigh, NC 27699-1612. The
submission of this application does not guarantee coverage under the General Permit. Prior to coverage under
this General Permit a site inspection will be conducted.
1. Owner/Operator (to whom all permit correspondence will be mailed):
Name of legal organizational entity:
Legally responsible person as signed in Item (7) below:
Toyota Battery Manufacturing, Inc. (TBMNC)
April Mason
Street address:
City:
State:
Zip Code:
151 Engineering Way
Georgetown
Ky
40324
Telephone number:
Email address:
502-867-2299
[e-mail]
Type of Ownership:
Government
IOCounty 13Federal OMunicipal
OState
Non -government
DBusiness (If ownership is business, a copy
of NCSOS report must be included with this application)
[3Individual
2. Industrial Facility (facility being permitted):
Facility name:
Facility environmental contact:
Ames Construction Maintenance at TBMNC
Ryan McShane
Street address:
City:
State:
Zip Code:
5515 Troy Smith Road
Liberty
NC
27298
Parcel Identification Number (PIN):
County:
8778900964
Randolph
Telephone number:
Email address:
612-919-5792
[e-mail]
4-digit SIC code:
Facility is:
Date operation is to begin or began:
1629
1 0New OProposed 0Existing
6/23/22
Latitude of entrance:
Longitude of entrance:
35.894668
-79.610174
Page 1 of 5

Brief description of the types of industrial activities and products manufactured at this facility:
Equipment Maintenance and Fuel Storage Associated with Construction Activities NCG010000 General Permit
If the stormwater discharges to a municipal separate storm sewer system (MS4), name the operator of the MS4:
❑ N/A
3. Consultant (if applicable):
Name of consultant:
Consulting firm:
Vickie Miller
HDR Engineering
Street address:
City:
State:
Zip Code:
555 Fayetteville St, Suite 900
Raleigh
NC
27601
Telephone number:
Email address:
919-232-6637
[e-mail]
4. Outfall(s) At least one outfall is required to be eligible for coverage.
3-4 digit identifier:
Name of receiving water:
Classification:
0 This water is impaired.
1
4019
Sandy Creek
wS-Ili
0 This watershed has a TMDL.
Latitude of outfalI:
Longitude of outfall:
35.866244
-79.622806
Brief description of the industrial activities that drain to this outfall:
Equipment Maintenance and Fuel Storage Associated with Construction Activities NCG010000 General Permit
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ©Yes 0 No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
Estimated 10,000 Gallons
3-4 digit identifier:
Name of receiving water:
Classification:
❑ This water is impaired.
❑ This watershed has a TMDL.
Latitude of outfall:
Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? 0 Yes 0 No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier:
Name of receiving water:
Classification:
0 This water is impaired.
0 This watershed has a TMDL.
Latitude of outfall:
Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? 0 Yes 0 No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
All outfalls must be listed and at least one outfall is required. Additional outfalls may be added in the section
"Additional Outfalls" found on the last page of this NOI.
Page 2 of 5

S. Other Facility Conditions (check all that apply and explain accordingly):
O This facility has other NPDES permits.
If checked, list the permit numbers for all current NPDES permits:
NCG010000
O This facility has Non -Discharge permits (e.g. recycle permit).
If checked, list the permit numbers for all current Non -Discharge permits:
O This facility uses best management practices or structural stormwater control measures.
If checked, briefly describe the practices/measures and show on site diagram:
The overall site has stoma water plans (Attached) that meet the requirements of NCG010000.
0 This facility has a Stormwater Pollution Prevention Plan (SWPPP).
If checked, please list the date the SWPPP was implemented:
WP2A2 plans dated 3124/22
0 This facility stores hazardous waste in the 100-year floodplain.
If checked, describe how the area is protected from flooding:
0 This facility is a (mark all that apply)
O Hazardous Waste Generation Facility
0 Hazardous Waste Treatment Facility
D Hazardous Waste Storage Facility
0 Hazardous Waste Disposal Facility
If checked, indicate:
Kilograms of waste generated each month:
Type(s) of waste:
How material is stored:
Where material is stored:
Number of waste shipments per year:
Name of transport/disposal vendor:
Transport/disposal vendor EPA ID:
Vendor address:
O This facility is located on a Brownfield or Superfund site
If checked, briefly describe the site conditions
6. Required Items (Application will be returned unless all of the following items have been included):
0 Check for $100 made payable to NCDEQ
0 Copy of most recent Annual Report to the NC Secretary of State Copy of Certificate of Authority attached
O This completed application and any supporting documentation
0 A site diagram showing, at a minimum, existing and proposed:
a) outline of drainage areas
b) surface waters
c) stormwater management structures
d) location of stormwater outfalls corresponding to the drainage areas
e) runoff conveyance features
f) areas where industrial process materials are stored
g) impervious areas
h) site ro ert lines
0 Copy of county map or USGS quad sheet with the location of the facility clearly marked
Page 3 of 5

7. Applicant Certification:
North Carolina General Statute 143-215.68 (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 ... shall be guilty of a Class 2 misdemeanor which may include a fine not
to exceed ten thousand dollars ($10,000).
Under penalty of law, I certify that:
O I am the person responsible for the permitted industrial activity, for satisfying the requirements of this permit, and for any
civil or criminal penalties incurred due to violations of this permit.
O The information submitted in this NOI is, to the best of my knowledge and belief, true, accurate, and complete based on
my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the
information.
l I will abide by all conditions of the NCG080000 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.
O I hereby request coverage under the NCG080000 General Permit.
Printed Name of Applicant: April Masan
Title: Site Service GM
The signed copy is being delivered on 11/9/2022
(Signature of Applicant) (Date Signed)
Mail the entire package to: DEMLR—Stormwater Program
Department of Environmental Quality
1612 Mail Service Center
Raleigh, NC 27699-1612
Page 4 of 5

Additional Outfalls
3-4 digit identifier:
Name of receiving water:
Classification:
❑ This water is impaired.
❑ This watershed has a TMDL.
Latitude of outfall:
Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? Dyes 0 No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier:
Name of receiving water:
Classification:
❑ This water is impaired.
❑ This watershed has a TMDL.
Latitude of outfall:
Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ yes ❑ No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier:
Name of receiving water:
Classification:
❑ This water is impaired.
❑ This watershed has a TMDL.
Latitude of outfall:
Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? 13Yes E3 No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier:
Name of receiving water:
Classification:
❑ This water is impaired.
❑ This watershed has a TMDL.
Latitude of outfall:
Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? 13 Yes O No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier:
Name of receiving water:
Classification:
❑ This water is impaired.
❑ This watershed has a TMDL.
Latitude of outfall:
Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? O Yes 0 No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
Page 5 of 5

FN
hdrim.com
November 8, 2022
Brittany Carson
North Carolina Department of Environmental Quality
Division of Energy, Mineral, and Land Resources
Stormwater Permitting
217 West Jones Street
Raleigh, NC 27603
Subject: Notice of Intent - Industrial Stormwater Permit NCG080000
Toyota Battery Manufacturing, Inc — Laydown / Staging Area 7
Randolph County, North Carolina
Dear Ms. Carson:
HDR Engineering, Inc of the Carolinas, on behalf of Toyota Battery Manufacturing, Inc.
(TBMNC), is submitting the attached Notice of Intent for coverage under Industrial
Stormwater Permit NCG080000 for the temporary Laydown and Staging Area 7 (Laydown
7) in Liberty, Randolph County, North Carolina. Laydown 7 is associated with construction
activities initiated by North Carolina Department of Transportation while the property was
owned by the Greensboro Randolph Megasite Foundation, and continued after TBMNC
obtained ownership of the site. Accompanying this letter are attachments including the
Notice of Intent (NOI), site plans, map, and additional details regarding the laydown/staging
operations.
Laydown 7 is located on an approximately 27-acre area of the overall TBMNC site. This
area has an existing NCG010000 Permit for General Construction, RANDO-2022-027. The
plans associated with RANDO-2022-027 illustrate the location of Laydown 7 on the eastern
side of the site adjacent to Troy Smith Road.
Laydown 7 is being used by Ames Construction Company, a contractor to the North Carolina
Department of Transportation, for material staging, fuel storage and vehicle maintenance
activities. Laydown 7 includes the storage of fuel, bulk oil storage containers, oil filled
equipment and other fluids necessary for operation of the heavy equipment required for
construction. Additional detail on the materials/fluids stored onsite can be found in the Spill
Prevention, Control, and Countermeasure Plan (SPCCP). The SPCCP was prepared by
Ames Construction in June 2022 to meet the requirements of 40 CFR 112 and the purpose
is to describe measures to prevent oil discharges from occurring and to prepare the facility
555 Fayetteville Street Suite 900 Raleigh, NC 27601-3034
[phone]

to respond in a safe, effective, and timely manner to mitigate the impacts of a discharge.
The maintenance activities occurring at Laydown 7 do not generate wastewater.
Thank you for your assistance with this permit. If you have any questions or need additional
information, please contact me at [phone] or [e-mail].
Respectfully,
HDR Engineering, Inc. of the Carolinas
"a -at
Vickie Miller
Sr. Project Manager
Attachments: NCG140000 Notice of Intent
North Carolina SOS Certificate of Authority
Overall Site Plan
USGS Map
Erosion & Sediment Control Plan Phase IIA2 and Phase 1113(with Laydown
7 area detail on Sheet 01 C-185)
Spill Prevention, Control, and Countermeasure Plan
cc: Bethany Georgoulias, NCDEQ
David Lambert, NCDEQ
Sam Burton, Toyota
Becky Bright, Toyota

NORTH CAROLINA
a_
o Department of the Secretary of State
CERTIFICATE OF AUTHORITY
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby
certify that
TOYOTA BATTERY MANUFACTURING, INC.
having filed on this date an application conforming to the requirements of the General
Statutes of North Carolina, a copy of which is hereto attached, is hereby granted
authority to transact business in the State ofNorth Carolina.
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 17th day of December, 2021.
Scan to verify online.
Document Id: C202135100036 Secretary of State
Verify this certificate online at https://www.sosuc.gov/verification

NORTH CAROLINA
., Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby
certify the following and hereto attached to be a true copy of
APPLICATION FOR CERTIFICATE OF AUTHORITY
OF
TOYOTA BATTERY MANUFACTURING, INC.
the original of which was filed in this office on the 17th day of December, 2021.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 17th day of December, 2021.
Certification# C202135100036-1 Reference# C202135100036-1 Page: 1 of 4 Secretary of State
Verify this certificate online at hUps://www.sosuc.gov/verification

DocuSign Envelope ID: D8AFAFB9-D23E-0920-BB24-9E767644DBSE
SOSID: 2322759
State of North Carolina Date Filed: 12/17/2021 11:36:00 AM
Elaine F. Marshall
Department of the Secretary of State North Carolina Secretary of State
C2021 351 00036
APPLICATION FOR CERTIFICATE OF AUTHORITY
Pursuant to §55-15-03 of the General Statutes of North Carolina, the undersigned corporation hereby applies for a Certificate of
Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the corporation is Toyota Battery Manufacturing, Inc.
and if the corporate name is unavailable for use in the State of North Carolina, the name the corporation wishes to use is:
2. The state or country under whose laws the corporation was organized is: Delaware
3. The date of incorporation was November 9, 2021
4. Its period of duration is: W1 perpetual or 11 a date certain (mm/dd/yyyy)
5. Principal office information: (Select either a or b)
a. WIThe corporation has a principal office.
The street address and county of the principal office of the corporation is
Number and Street 6565 Headquarters Drive
City, State, Zip Code Plano, TX 75024 County Collin
The mailing address, if different from the street address, of the principal office of the corporation is:
Number and Street
City, State, Zip Code County
b.7The corporation does not have a principal office.
6. The street address and county of the registered office in the State of North Carolina is:
Number and Street 160 Mine Lake Ct, Suite 200
City: Raleigh
State NC, Zip Code: 27615 County:
Wake
7. The mailing address, if differentfrom the street address, of the registered office in the State of North Carolina is:
Number and Street
City:
State NC Zip Code: County:
8. The name of the registered agent in the State of North Carolina is:
BUSINESS REGISTRATION DIVISION
(Revised July 2017)
CT Corporation system
P. 0. BOX 29622
RALEIGH, NC 27626-0622
(Form B-09)
Certification# C202135100036-1 Reference# C202135100036- Page: 2 of 4

D06.Sign Envelope ID: D8AFAFB9-D23E-4920-BB24-9E767644DB5E
`. 9. The names, titles, and usual business addresses of the current officers of the corporation are (attach if necessary):
Name Title Business Address
F. Norman Bafunno, III President 6565 Headquarters Drive, Plano, TX 75024
Thibaut de Barros Conti
Secretary
6565 Headquarters Drive, Plano, TX
75024
Shingo Fujioka
Treasurer
6565 Headquarters Drive, Plano, TX
75024
10. Attached is a Certificate of Existence (or document of similar import) duly authenticated by the Secretary of State or other official
having custody of corporate records in the state or country of incorporation. The Certificate offxistence must be an
original and less than six months old
11. If the corporation is required to use a fictitious name in order to transact business in this State, a copy of the resolutionofits board
of directors, certified by its secretary, adopting the fictitious name is attached.
12. This application will be effective upon filing, unless a delayed date and/or time is specified:
This is the 16th day of December 2021
Toyota Battery Manufacturing, Inc
NAME OF CORPORATION
0... S[g.,d by:
5970FRa Me 4E9...
Signature
F. Norman Bafunno, III President
Type or Print Name and Title
NOTES:
1. Filing fee is $250. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised July 2017) (Form B-09)
Certificafion# C202135100036-1 Reference# C202135100036- Page: 3 of 4

Delaware Pagel
The First State
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "TOYOTA BATTERY MANUFACTURING, INC." IS
DULY INCORPORATED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN
GOOD STANDING AND HAS A LEGAL CORPORATE EXISTENCE SO FAR AS THE
RECORDS OF THIS OFFICE SHOW, AS OF THE NINTH DAY OF DECEMBER, A.D.
2021.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL FRANCHISE TAXES
HAVE BEEN ASSESSED TO DATE.
6378840 8300 (E,;t J a r
SR#20214043118
You mayverify this certificate online at corp.delaware.gov/authver.shtml
Lnnr N. EMIs1_Sm�Ury q EtN�
Authentication: 204931176
Date:12-09-21
Certification# C202135100036-1 Reference# C202135100036- Page: 4 of

Spill Prevention, Control, and
Countermeasure Plan
NCDOT Progressive Design -Build - Randolph -Guilford Megasite
5595 Troy Smith Road,
Liberty, Randolph County, North Carolina
June 23, 2022
Terracon Project No. 75211239
... ,
Prepared For:
Ames Construction
Burnsville, Minnesota
Prepared By:
Terracon Consultants, Inc.
Greensboro, North Carolina

Irerracon
June 23, 2022
Ames Construction, Inc.
2500 County Road 42 W
Burnsville, MN 55337
Attn: Brad Schwartz
Phone: [phone]
Email: bradschwartzAamesco.00m
Re: Spill Prevention, Control, and Countermeasure Plan
NCDOT Progressive Design -Build - Randolph -Guilford Megasite
5595 Troy Smith Road
Liberty, Randolph County, North Carolina 27298
Terracon Project No. 75211239
Dear Mr. Schwartz:
Please find enclosed the Spill Prevention, Control, and Countermeasure (SPCC) Plan prepared
by Terracon Consultants, Inc. (Terracon) for the above -referenced facility. This SPCC Plan has
been prepared to meet the requirements of Title 40, Code of Federal Regulations, Part 112 (40
CFR 112) and supersedes earlier SPCC Plans prepared for this facility. The purpose of this
SPCC Plan is to describe measures implemented by Ames Construction, Inc. (Ames) at the facility
to prevent oil discharges from occurring and to prepare the facility to respond in a safe, effective,
and timely manner to mitigate the impacts of a discharge.
Signature Requirements
The SPCC Plan requires the approval of a manager with the authority necessary to implement
the SPCC Plan. To comply with the requirements of 40 CFR 112, the appropriate manager will
sign and date the Management Approval signature block in Section 1.2.
The appropriate manager will also sign and date the 'Certification of the Applicability of the
Substantial Harm Criteria Checklist signature block in Appendix B.
SPCC Items/Needs to be Completed
The following action items were noted during development of this SPCC Plan:
Transfer operating guidelines will be included in employee training and/or placed
by the loading and unloading areas in order for personnel/vendors to read and
review the guidelines.
Place spill kits containing sorbent materials/padslbooms near areas of oil storage
and transfer areas and on each mobile unit. If sorbent materials are used for
cleanup, those materials should be replaced in a timely manner.
Terracon Consultants, Inc. 7327-G West Friendly Avenue, Greensboro, North Carolina 27410
P [phone] F [phone] terracon.com

Spill Prevention, Control, and Countermeasure Plan ��rrUcon
NCDOT Progressive Design -Build - Randolph -Guilford Megasite ■ Liberty, NC
June 23, 2022 ■ Terracon Project No. 75211239
General Comments
This SPCC Plan was developed in general accordance with the EPA's SPCC Regulation (40 CFR
112) and in accordance with generally accepted environmental engineering practices in the
vicinity of the project at the time it was prepared. The limitations of this SPCC Plan should be
recognized as Ames formulates conclusions on spill control measures at the facility.
The development of this SPCC Plan relied primarily upon readily available information, verbal and
written reports of others, and visual observations. The SPCC Plan is based on conditions and
equipment at the facility at the time of the site visit. Terraoon is not responsible for changes to
systems and operations occurring after the site visit that may affect the SPCC Plan. Terracon is
also not responsible for the implementation and upkeep of the SPCC Plan or for addressing
potential concerns. Terraoon's review of the facility's programs is not intended to evaluate the
adequacy of the program as it pertains to other requirements (i.e., National Fire Protection
Association requirements and the EPA's Underground Storage Tank regulation). Terracon does
not warrant the work of third parties supplying information, which may have been used during the
preparation of this report.
Terracon accepts no responsibility or liability to any person or organization for any claim, for loss
or damage (including attorney's fees) caused, or believed to be caused, directly or indirectly by:
conditions revealed or not revealed by the SPCC Plan; fines levied by regulatory agencies; and
releases or spills of oils. No warranties, expressed or implied, are intended or made.
If you have comments or questions, please contact Terracon at [phone].
Sincerely,
TERRACON CONSULTANTS, INC.
Edmund Woloszyn, Jr., R.E.M.
Environmental Department Manager
Responsive ■ Resourceful ■ Reliable
M. Neal McElveen, P.E.
Principal/Environmental Department Manager

Irerracan
TABLE OF CONTENTS
1.0 SPCC PLAN ADMINISTRATION....................................................................................1
1.1
Management Approval [40 CFR 112.7]................................................................1
1.2
Designated Person [40 CFR 112.7(f)(2)]..............................................................1
1.3
Professional Engineer Certification [40 CFR 112.3(d)].........................................1
1.4
Location of SPCC Plan [40 CFR 112.3(e)]...........................................................3
1.5
SPCC Plan Review [40 CFR 112.5].....................................................................3
1.5.1 Changes in Facility Configuration [40 CFR 112.5(a)]................................3
1.5.2 Scheduled SPCC Plan Reviews [40 CFR 112.5(b) and (c)]......................4
1.5.3 Record of SPCC Plan Reviews [40 CFR 112.5(b)]...................................4
2.0 FACILITY
INFORMATION..............................................................................................4
2.1
Facility Description [40 CFR 112.7(a)(3)].............................................................4
2.2
Oil Storage [40 CFR 112.7(a)(i)]..........................................................................5
2.3
Wastewater Treatment [40 CFR 112.1(d)(6)].......................................................5
2.4
Distance to Navigable Waters and Adjoining Shorelines and Flow Paths.............5
3.0 GENERAL REQUIREMENTS [40 CFR 112.7]................................................................6
3.1
Cross Reference with SPCC Provisions [40 CFR 112.7]......................................6
3.2
Compliance with Applicable Requirements [40 CFR 112.7(a)(1) and (2)].............6
3.3
Discharge Prevention Measures [40 CFR 112.7(a)(3)(ii)].....................................9
3.4
Potential Discharge Volumes and Direction of Flow [40 CFR 112.7(b)]................6
3.5
Containment and Diversionary Structures [40 CFR 112.7(c)]...............................6
3.6
Practicability of Secondary Containment [40 CFR 112.7(d)].................................7
3.7
Inspections, Tests, and Records (40 CFR 112.7(e))............................................7
3.7.1 Monthly Inspection...................................................................................7
3.8 Personnel, Training, and Discharge Prevention Procedures [40 CFR 112.7(f)(1)
and(3)]................................................................................................................8
3.9
Security [40 CFR 112.7(g)]..................................................................................9
3.10
Tank Car and Tank Truck Loading/Unloading Rack [40 CFR 112.7(h)]................9
3.11
Field -Constructed Aboveground Containers [40 CFR 112.7(i)].............................9
3.12
Conformance with State and Local Applicable Requirements [40 CFR 112.70)]..9
3.13
Qualified Oil -Filled Operational Equipment [40 CFR 112.7(k)]............................10
4.0 REQUIREMENTS FOR ONSHORE FACILITIES (EXCLUDING PRODUCTION
FACILITIES)
[40 CFR 112.81 ..................................................................................................10
4.1
General Requirements [40 CFR 112.8(a)]..........................................................10
4.2
Facility Drainage [40 CFR 112.8(b)]...................................................................10
4.3
Bulk Storage Containers [40 CFR 112.8(c)(1)]...................................................11
4.4
Secondary Containment [40 CFR 112.8(c)(2)]...................................................11
4.5
Drainage of Diked Areas [40 CFR 112.8(c)(3)]...................................................12
4.6
Completely Buried Metallic Storage Tanks [40 CFR 112.8(c)(4)] .......................12
4.7
Partially Buried or Bunkered Storage Tanks [40 CFR 112.8(c)(5)].....................12
4.8
Inspections and Tests [40 CFR 112.8(c)(6)].......................................................12
4.9
Heating Coils [40 CFR 112.8(c)(7)]....................................................................12
4.10
Overfill Prevention [40 CFR 112.8(c)(8)]............................................................13
4.11
Effluent Treatment Facilities [40 CFR 112.8(c)(9)].............................................13
4.12
Visible Discharges [40 CFR 112.8(c)(10)]..........................................................13
4.13
Mobile and Portable Containers [40 CFR 112.8(c)(11)]......................................14
4.14
Transfer Operations, Pumping, and In -Plant Processes [40 CFR 112.8(d)]........14
5.0 DISCHARGE RESPONSE............................................................................................15
5.1
Response to a Minor Discharge.........................................................................15
Responsive ■ Resourceful ■ Reliable

5.2 Response to a Major Discharge.........................................................................16
5.3 Waste Disposal [40 CFR 112.7(a)(3)(v)]............................................................17
5.4 Discharge Notification and Reporting.................................................................17
5.4.1 Notification Requirements [40 CFR 112.7(a)(4)].....................................17
5.4.2 Reporting Requirements [40 CFR 112.4(a)]...........................................18
5.5 Cleanup Contractors and Equipment Suppliers..................................................19
List of Appendices
A. Exhibits
a. Exhibit 1: Topographic Map
b. Exhibit 2: Area Diagram
c. Exhibit 3: Laydown/Staging Area 7
d. Exhibit 4: Containment Details
B. Criteria of Substantial Harm Determination
C. SPCC Plan Cross -Reference Table
D. Bulk Oil Storage Containers and Equipment
E. Potential Discharge Volume and Direction of Flow
F. Inspection and Testing Program
G. Records of Inspections and Integrity Testing
H. Oil Transfer Procedures
I. Logs and Inspection Checklists
J. Record of Containment Drainage
K. Calculation of Secondary Containment Capacity
L. Record of Annual Discharge Prevention Briefings and Training
M. Discharge Response Equipment Inventory
N. Emergency Contacts
O. Standard Notification and Reporting Form
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1.0 SPCC PLAN ADMINISTRATION
1.1 Management Approval [40 CFR 112.7]
Ames is committed to preventing discharges of oil to navigable waters and the environment, and
to maintaining spill prevention, control, and countermeasures through the implementation and
regular review/amendment of this SPCC Plan. This SPCC Plan has the full approval of Ames
management. Ames has committed the necessary resources to implement the measures
described in this SPCC Plan.
"I have personally reviewed the contents of this SPCC Plan and, to the best of my knowledge, find it
to be accurate and representative of actual conditions of operation. I further attest that the plan has
my approval and that in my current management capacity I have the commensurate authority to
commit the necessary resources and manpower to implement and comply with the provisions of this
SPCC Plan."
Management Authority: Randy Giles
Signature:
Title:
Date:
1.2 Designated Person [40 CFR 112.7(f)(2)]
The Designated Person and/or Responsible Individuals accountable for oil spill prevention at the
facility with the authority to commit the necessary resources to implement this SPCC Plan are
listed in the Emergency Contact table included in Appendix N.
1.3 Professional Engineer Certification [40 CFR 112.3(d)]
The undersigned licensed Professional Engineer (P.E.) is familiar with the requirements of 40
CFR 112 and has visited and examined the facility or has supervised examination of the facility
by appropriately qualified personnel. The undersigned P.E. attests that this SPCC Plan has been
prepared in accordance with good engineering practice, including consideration of applicable
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industry standards and the requirements of 40 CFR 112; that procedures for required inspections
and testing have been established; and that this SPCC Plan is adequate for the facility.
This certification in no way relieves the owner or operator of the facility of his/her duty to prepare
and fully implement this SPCC Plan in accordance with the requirements of 40 CFR 112. This
SPCC Plan is valid only to the extent that the facility owner or operator maintains, tests, and
inspects equipment, containment, and other devices as prescribed in this SPCC Plan.
Engineer: M. Neal McElveen
Registration t¢�
Number: 20699 SEAL
State: North Carolina
IM
P.E. certification is required for the original SPCC Plan and SFGG Plan reviews and amendments
that include a physical change that materially affects the oil spill potential. Non-physical changes
(e.g., personnel names, titles, and phone numbers) do not require P.E. certification.
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1.4 Location of SPCC Plan [40 CFR 112.3(e)]
The facility is manned 24 hours per day, seven days per week, 365 days per year. A copy of this
SPCC Plan will be maintained on -site and will be available for review during normal business
hours.
1.5 SPCC Plan Review [40 CFR 112.5]
1.5.1 Changes in Facility Configuration [40 CFR 112.5(a)]
Ames will review and evaluate this SPCC Plan when there are changes in the facility design,
construction, operation, or maintenance that materially affect the facility's potential for an oil
discharge, including, but not limited to:
■ commissioning or decommissioning of containers;
■ reconstruction, replacement, or movement of containers;
■ reconstruction, replacement, or installation of piping systems;
■ construction or demolition that might alter secondary containment structures;
■ changes of product or service; or
■ revisions to standard operation, modification of testing/inspection procedures, or
use of new or modified industry standards or maintenance procedures.
Amendments to the SPCC Plan made to address changes of this nature are referred to as
technical or major amendments, and must be certified by a P.E. Non -technical amendments can
be performed by the facility owner and/or operator. Non -technical amendments include the
following:
■ change in the name or contact information of individuals responsible for the
implementation of this SPCC Plan; or
■ change in the name or contact information of spill response or cleanup contractors.
Technical and administrative amendments to the SPCC Plan will be documented on the SPCC
Plan Review Log in Appendix I. Ames will make the necessary revisions to the SPCC Plan as
soon as possible, but no later than six months after the chanoe occurs. The SPCC Plan must be
implemented as soon as possible following a technical amendment, but no later than six months
from the date of the amendment. The Designated Person is responsible for initiating and
coordinating revisions to the SPCC Plan.
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1.5.2 Scheduled SPCC Plan Reviews [40 CFR 112.5(b) and (c)]
Ames will review this SPCC Plan at least once every five years. Revisions to the SPCC Plan, if
needed, will be made within six months of the five-year review. A registered P.E. will certify
technical amendments to the SPCC Plan in accordance with 40 CFR 112.3(d).
1.5.3 Record of SPCC Plan Reviews [40 CFR 112.5(b)]
Scheduled reviews and SPCC Plan amendments will be recorded in the SPCC Plan Review Log
included in Appendix I. This log will be completed even if no amendment is made to the SPCC
Plan as a result of the review. Unless a technical or administrative change prompts an earlier
review of the SPCC Plan, the next scheduled review of this SPCC Plan must occur five years
from the date of this SPCC Plan.
2.0 FACILITY INFORMATION
Name: NCDOT Progressive Design -Build - Randolph -Guilford Megasite
Address: GRMS Laydown / Staging Area 7
5595 Troy Smith Road
Liberty, Randolph County, North Carolina 27298
Type: Onshore Nonproduction Facility
Owner/Operator: Ames Construction, Inc.
Primary Contact: Randy Giles
2.1 Facility Description [40 CFR 112.7(a)(3)]
The proposed Greensboro Randolph Megasite project is located in Randolph County, North
Carolina approximately 15 miles southeast of Greensboro along U.S. Route 421. The project site
area encompasses approximately 2,000 acres bounded by U.S. Route 421 to the south and west,
Troy Smith Road to the east, and Old 421 Road to the north. The fueling farm is located near the
northeast corner of the project site at 5595 Tory Smith Road. The staging area will include the
storage of fuel that will be used for refueling heavy during construction.
Access to the site will be off of Troy Smith Road from the east. Bulk oil storage containers, oil -
filled equipment, and transfer areas are further described in Section 2.2 and Appendices D and
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E. In summary, the oil storage area will consist of four 12,000-gallon double -walled fuel ASTs,
one 10,000-gallon double -walled diesel AST, and six 1,475-gallon double -walled oil tanks. DEF
containers may also be stored within the containment area. Three mobile storage units are also
utilized on site. These units are constantly providing fuel to heavy equipment. Spill containment
kits are kept on each mobile unit in the event of a release from one of the tank compartments.
Exhibit 1 shows the general location of the facility on a United States Geological Survey (USGS)
topographic map. Exhibit 2 depicts a general layout of the facility, oil storage containers, and the
general direction of surface water flow. These Exhibits are included in Appendix A.
2.2 Oil Storage [40 CFR 112.7(a)(i)]
Oil storage containers with capacities of equal to or greater than 55 gallons are further described
in Appendix D.
To qualify for exemption of an empty bulk storage container, the container not in use must be
"permanently closed," as defined by the EPA, and/or removed from the facility. Permanent
closure requires:
■ Liquid and sludge to be removed from the container and connecting lines;
■ Connecting lines and piping to be disconnected from the container and blanked
off;
■ Valves (except those for ventilation) are to be closed and locked; and
■ Conspicuous signs are to be posted on the container stating that it is permanently
closed with the closure date noted.
Once a bulk storage container is taken out of service in accordance with the above requirements,
it will no longer be included in the facility's oil storage inventory and the requirements of 40 CFR
112 will no longer apply to that bulk storage container.
2.3 Wastewater Treatment [40 CFR 112.1(d)(6)]
The facility does not utilize wastewater treatment systems; therefore, this section is not applicable.
2.4 Distance to Navigable Waters and Adjoining Shorelines and Flow Paths
Based on review of the USGS topographic map of the Climax, NC (01JAN1982), Kimesville NC
(01 JAN1982) quadrangles, the facility is located at an approximate elevation of 720 feet National
Geodetic Vertical Datum (NGVD) (Exhibit 1) and the topography surrounding the facility has little
topographic relief. The secondary containment area retains rainwater until the rainwater is
pumped out of the basin into onto a gravel staging area surrounding the containment. Surface
water runoff from the staging area is projected to flow southward to an unnamed tributary that is
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located approximately, 1,700 feet south of the site (Exhibit 1). Flow continues for over 2 miles
from the site along a route of unnamed tributary creeks that eventually discharges into Sandy
Creek. On -site flow direction is indicated on Exhibit 2.
3.0 GENERAL REQUIREMENTS [40 CFR 112.71
The following measures are implemented to prevent oil discharges during the handling, use, or
transfer of oil products at the facility. Oil -handling employees will receive training in the proper
implementation of these measures.
3.1 Cross Reference with SPCC Provisions [40 CFR 112.7]
This SPCC Plan does not follow the exact order presented in 40 CFR 112. Section headings
identify, where appropriate, the relevant section(s) of the SPCC regulation. Appendix C presents
a cross-reference table of SPCC Plan sections relative to applicable parts of 40 CFR 112.
3.2 Compliance with Applicable Requirements [40 CFR 112.7(a)(1) and (2)]
In accordance with this SPCC Plan, the facility will be in compliance with applicable requirements
of the regulation as further detailed in sections below.
3.3 Potential Discharge Volumes and Direction of Flow [40 CFR 112.7(b)]
The table included in Appendix E presents expected volume, discharge rate, general direction of
flow in the event of failure, and means of secondary containment for areas of the facility where oil
is stored, used, or handled.
3.4 Containment and Diversionary Structures [40 CFR 112.7(c)]
Methods of secondary containment and/or active measures at this facility to prevent oil from
reaching navigable waters and adjoining shorelines include the following:
■ Double -walled Steel: Double -walled steel provide integrated containment for
specific ASTs as indicated in Appendix D. Releases from the inner shell would be
detected via interstitial monitoring. Should a release occur from the outer shell,
the leak would be detected during routine inspections of tanks and oil storage
areas. Double -walled, shop -built ASTs satisfy the requirements of 40 CFR
112.7(c); therefore, calculations of additional secondary containment surrounding
the double -walled, shop -built ASTs are not necessary.
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■ Earthen Berm with Poly Sheeting and Geosynthetic and Gravel Overlayment.
The containment area is constructed with an earthen floor and 2.5-foot high berm.
The earthen floor and berm were covered with 10-mil plastic sheeting, which was
overlain with geosynthetic overlay and then covered with Class A stone. The ASTs
are located inside this containment area. There are no load -out valves or pipe
connections within the earthen berm. The berm is an additional control beyond the
double -walled bulk storage containers constructed to temporarily contain oil and
spilled materials until cleanup can occur. Secondary containment calculations for
this additional control measure including the 25-year Return Period, 24- hour
precipitation event (SCS, 1986) are included in Appendix K.
■ Sorbent material. Spill cleanup kits that include absorbent material, booms, and
other portable barriers are located near areas of oil storage for rapid deployment
should a release occur. Spill kits will also be kept with the mobile fueling Trucks.
For qualified oil -filled equipment (Section 3.10), the facility has provided active
measures (e.g., sorbent material) of containment in the event of a discharge. A
general response equipment inventory for the facility is listed in Appendix M of this
SPCC Plan. Spill cleanup kits will be checked monthly to verify that used material
is replenished.
3.5 Practicability of Secondary Containment [40 CFR 112.7(d)]
Ames management has determined that secondary containment is practicable at this facility. The
fuel/oil ASTs are double walled and will be placed inside a earthen containment area (as
described in Section 3.4).
3.6 Inspections, Tests, and Records (40 CFR 112.7(e))
The facility performs monthly inspections as follows in Section 3.6.1. The schedule and frequency
of inspection of bulk oil storage tanks and associated piping and containment are further
described in Appendix F. Record of integrity and pressure testing, as applicable, will be
maintained in Appendix G.
3.6.1 Monthly Inspection
The checklist provided in Appendix I will be used for monthly inspections by facility personnel.
The monthly inspections cover the following key elements:
■ Observing the exterior of aboveground storage tanks, pipes, and other equipment
for signs of deterioration, leaks, corrosion, and thinning.
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■ Observing the exterior of portable containers for signs of deterioration or leaks.
■ Observing tank foundations and supports for signs of instability or excessive
settlement.
■ Observing the tank fill and discharge pipes for signs of poor connection that could
cause a discharge, and tank vent for obstructions and proper operation.
■ Checking the inventory of discharge response equipment and restocking as
needed.
■ Observing the secondary containment structures for the presence of water and
draining the containment if oil is not present.
Issues regarding portable containers, secondary containment structures, or spill response
equipment will immediately be reported to the Designated Person. Visible oil leaks will be repaired
as soon as possible to prevent a larger spill or discharge. Pooled oil or oil -contaminated water
will be removed and properly disposed of upon discovery.
Written monthly inspection records will be signed by the Designated Person and maintained with
this SPCC Plan for a period of three years.
3.7 Personnel, Training, and Discharge Prevention Procedures [40 CFR
112.7(f)(1) and (3)]
Facility personnel responsible for discharge prevention will receive training in the operation and
maintenance of equipment to prevent a discharge; discharge procedure protocols; applicable
pollution control laws, rules, and regulations; general facility operations; and the content of this
SPCC Plan. The training will be aimed at ensuring continued understanding and adherence to
the discharge prevention procedures presented in the SPCC Plan.
The training will also highlight and describe known discharge events or failures, malfunctioning
components, and recently implemented precautionary measures and best practices. Facility
operators and other personnel will have the opportunity during the briefings to share
recommendations concerning health, safety, and environmental issues encountered during
facility operations. New facility personnel with discharge prevention responsibilities will be
provided with this same training prior to being involved in oil operation.
The Designated Person identified in Section 1.2. of this SPCC Plan is responsible for arranging
oil discharge prevention, control, and response preparedness activities at this facility. Records of
training will be kept on the form shown in Appendix L and maintained with this SPCC Plan for a
period of three years.
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3.8 Security [40 CFR 112.7(g)]
The facility, including areas of oil handling, processing, and storage, is in a controlled area maned
24 hours a day, seven days per week throughout the construction phase. Access to the site will
be controlled by Ames Construction security guards. Master flow and drain valves will be secured
on the tanks. Out -of -services and transfer connections of oil pipelines will be secured
appropriately to prevent discharge.
3.9 Discharge Prevention Measures [40 CFR 112.7(a)(3)(ii)]
Transfer procedures and associated discharge prevention measures are further discussed in
Section 4.14.
3.10 Tank Car and Tank Truck Loading/Unloading Rack [40 CFR 112.7(h)]
There are no loading/unloading racks at this facility; therefore, this section is not applicable.
3.11 Field -Constructed Aboveground Containers [40 CFR 112.7(i)]
The facility does not operate field -constructed bulk storage tanks; therefore, this section is not
applicable.
3.12 Conformance with State and Local Applicable Requirements [40 CFR
112.70)]
The Division of Water Resources is responsible for communications and coordination of cleanups
from discharges related to oil spills, sewage spills, and fish kills or algal blooms, that threaten to
reach surface waters. To report an incident, please contact your local Division of Water
Resources Winston-Salem Regional Office during business hours at 336-776-9800. After-hours,
weekends or holidays, reports by phone at [phone]. A spill or discharge of waste which
may cause pollution of waters of the state must be reported immediately. The owner, operator,
or person responsible for a spill or discharge must notify the North Carolina Department of
Environmental Quality (NCDEQ) as soon as possible and the National Response Center at (800)
424-8802 and provide relevant information about the spill.
OIL SPILLS THAT REACH SURFACE WATER MUST BE REPORTED TO BOTH NORTH
CAROLINA AND THE NATIONAL RESPONSE CENTER:
North Carolina NCDEQ Regional Office between 8:00 a.m. and 5:00 p.m. at
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336-776-9800.
■ North Carolina NCDEQ After-hours, weekends and holidays, report by phone at
[phone]
■ National Response Center at [phone] (24 hours)
FOR OIL SPILLS CONSISTING OF 24 GALLONS OR MORE THAT DON'T REACH SURFACE
WATER, MUST BE REPORTED TO:
■ North Carolina NCDEQ Regional Office between 8:00 a.m. and 5:00 p.m. at 336-
776-9800. North Carolina NCDEQ After-hours, weekends, holidays, report by
phone at [phone]
An additional secondary containment berm surrounding double -walled ASTs has been
constructed at the site. The additional containment area is adequately sized to contain the largest
tank plus a 25-year, 24-hour storm event, as shown in calculations provided in Appendix K.
A list of Emergency Contacts is included in Appendix N. A Standard Notification and Reporting
Form (Appendix O) will be completed immediately upon detection of a discharge and can used to
report a spill. Additional notification and reporting requirements are addressed in Section 5.4.
3.13 Qualified Oil -Filled Operational Equipment [40 CFR 112.7(k)]
Ames does not maintain oil -filled equipment with reservoir capacities equal to or greater than 55-
gallons; therefore, this section is not applicable.
4.0 REQUIREMENTS FOR ONSHORE FACILITIES (EXCLUDING
PRODUCTION FACILITIES) [40 CFR 112.81
4.1 General Requirements [40 CFR 112.8(a)]
In accordance with this SPCC Plan, the facility will meet the general requirements for the SPCC
Plan per 40 CFR 112.7 (Section 3.0) and the specific discharge prevention and containment
procedures listed in this section.
4.2 Facility Drainage [40 CFR 112.8(b)]
Drainage from the containment area will be restrained by secondary containment to prevent a
discharge outside of the containment area. The containment area may be emptied by manually -
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operated pumps after visual observation of accumulated precipitation to ensure no oil will be
discharged. The facility must inspect drainage for indications of contamination prior to discharge.
4.3 Bulk Storage Containers [40 CFR 112.8(c)(1)]
Bulk oil storage containers are constructed of materials in accordance with industry specifications.
The design and construction of the bulk storage containers are compatible with the characteristics
of the oil product they contain, and with temperature and pressure conditions. Appendix D
summarizes the construction, volume, and content of bulk storage containers at the facility.
4.4 Secondary Containment [40 CFR 112.8(c)(2)]
The SPCC regulation requires that secondary containment structures for bulk storage containers
be adequately sized to contain the volume of the largest container (or multiple containers, if
equalized) and precipitation, or available freeboard, for a predicted storm event using the EPA -
recommended 25-year, 24-hour storm event for the locale, if exposed to precipitation.
Containment, including walls and floor, will be capable of containing oil until cleanup occurs.
Secondary containment calculations are included in Appendix K. Please note the bulk storage
tanks are double walled and the bermed area acts as a secondary control.
Secondary containment calculations are based on level ground assumption inside the
containment area. Berm measurements used for calculating secondary containment are taken
from the inside of the secondary containment.
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4.5 Drainage of Diked Areas [40 CFR 112.8(c)(3)]
Accumulated precipitation within containment structures will be drained under direct supervision
of facility personnel using sump pumps. The accumulated precipitation will be observed for signs
of oil (e.g., sheen on the surface) prior to draining. The containment areas will be kept secure to
prevent a direct discharge in the event of a precipitation event. Drainage events will be recorded
on the form included in Appendix J of this SPCC Plan and maintained with the SPCC Plan for at
least three years.
4.6 Completely Buried Metallic Storage Tanks [40 CFR 112.8(c)(4)]
The facility does not maintain completely buried metallic storage tanks; therefore, this section is
not applicable.
4.7 Partially Buried or Bunkered Storage Tanks [40 CFR 112.8(c)(5)]
The facility does not maintain partially buried or bunkered storage tanks; therefore, this section is
not applicable.
4.8 Inspections and Tests [40 CFR 112.8(c)(6)]
In addition to monthly inspections and following material repairs, facility bulk oil storage containers
will be tested or inspected following the Steel Tank Institute (STI) Standard for the Inspection of
Aboveground Storage Tanks, SP-001, 200 version and/or Fiberglass Tank & Pipe Institute FTPI
2007-1.
Oil -filled equipment is not considered a bulk storage container and is not subject to the integrity
testing requirements of the SPCC rule; however, it is a good engineering practice to conduct
monthly visual inspections as an effective means of verifying container integrity and to detect
discharges as part of the facility's countermeasures for discharge discovery.
Records of inspections and tests will be maintained in Appendix G for at least three years and
shell test comparison records will be retained for the life of the tanks, if applicable.
4.9 Heating Coils [40 CFR 112.8(c)(7)]
The facility does not maintain bulk storage containers with internal heating coils; therefore, this
section is not applicable.
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4.10 Overfill Prevention [40 CFR 112.8(c)(8)]
Each bulk storage container must be engineered or updated in accordance with good engineering
practice to avoid discharges. Each oil storage container must provide at least one of the following
devices:
■ High liquid level alarms with an audible or visual signal at a frequently attended by
site personnel.
■ High liquid level pump cutoff devices set to stop flow at a predetermined container
content level.
■ Direct audible or code signal communication between the container gauger and
the pumping station.
■ A fast response system for determining the liquid level of each bulk storage
container such as digital computers, "telepulse", or direct vision gauges. If this
alternative is utilized, the facility must be present to monitor gauges and the overall
filling of bulk storage containers.
■ Regularly test liquid level sensing devices to ensure proper operation.
Tanks are equipped with direct -reading level gauges. Facility personnel and/or the tank truck
driver will be present throughout the filling operations to monitor the product level in the tanks.
Tank volumes will be observed prior to and during filling to prevent overfills.
Mobile containers (e.g., fuel trucks) are used to store used oil, oils, and fuel for construction
equipment. The mobile units will each have a spill kit. Oil/fuel products will be transferred into the
construction equipment by trained facility employees. Visual methods will be utilized to determine
the level of oil/fuel in the equipment to prevent discharge. Construction equipment should not be
allowed to overflow during transfer.
4.11 Effluent Treatment Facilities [40 CFR 112.8(c)(9)]
The facility does not maintain effluent treatment systems; therefore, this section is not applicable.
4.12 Visible Discharges [40 CFR 112.8(c)(10)]
Visible discharges from a container or appurtenance — including seams, gaskets, piping, pumps,
valves, rivets, and bolts — will be promptly corrected upon discovery.
A minor discharge will be cleaned up by facility personnel, whereas a major discharge would be
controlled and cleaned up by a contractor. In the event of a minor or major discharge,
accumulated free liquid is recovered whenever possible and properly disposed. Impacted soils
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from a minor release will be handled as waste, as described in Section 5.3 of this SPCC Plan.
4.13 Mobile and Portable Containers [40 CFR 112.8(c)(11)]
Mobile or portable containers will be positioned or located inside the containment area, away from
traffic. Appendix D summarizes the location, construction, volume, and content of mobile and
portable containers.
4.14 Transfer Operations, Pumping, and In -Plant Processes [40 CFR 112.8(d)]
Oil transfer operations at the facility include loading oil from ASTs into construction equipment
and transfer of oil/fuel from delivery truck to ASTs. At the completion of construction, oil will be
transferred from ASTs to truck for off -site use.
Transfer activities occur in designated areas and will be attended by facility personnel trained in
spill response measures per this SPCC Plan and/or the transport company. Spill kits are provided
near secondary containment for minor releases and/or leaks during the transfer process. Active
measures are also provided in the event of a discharge outside of provided containment.
To minimize the potential for release during transfer, the facility will verify that the transport driver
understands the facility layout, knows the protocol for entering the facility and loading product,
and has the necessary equipment to respond to a discharge from the vehicle or oil delivery hose.
Truck hoses and valves will be examined prior to transfer operations to assess their condition.
Transfer operations for trucks are performed according to the procedures outlined in Appendix H.
As a line of defense to capture a major release during transfer, sorbent booms may be placed
down gradient of the truck, arranged in a semicircle, with additional sorbent materials located
nearby during transfer activities. Tanker truck and/or facility personnel observing transfer
operations will be trained in how to shut off the flow at the tank if an unexpected release occurs
during transfer operations.
Aboveground piping, hoses, and valves will be examined routinely to assess their condition.
Inspection includes aboveground valves, piping, appurtenances, expansion joints, valve glands
and bodies, pipeline supports, locking of valves, and metal surfaces. Observations will be noted
on the facility inspection checklist provided in Appendix I.
Aboveground piping is located within areas that are not accessible to vehicular traffic (e.g., inside
containment area).
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5.0 DISCHARGE RESPONSE
The uncontrolled discharge of oil to land or water is prohibited by federal and state laws.
Immediate action must be taken to control, contain, and recover discharged oil. In general, the
following steps will be taken in the event of a discharge or spill:
■ Eliminate potential spark sources;
■ If possible and safe to do so, identify and shut down source of the discharge to
stop the flow;
■ Contain the discharge with active spill response measures;
■ Contact the Designated Person or Responsible Individual(s);
■ Notify appropriate regulatory agencies and/or contracted emergency responders;
and
■ Properly collect and dispose of recovered oil and used spill response materials.
For the purpose of establishing appropriate response procedures, this SPCC Plan classifies
discharges as either "minor' or "major," depending on the volume and characteristics of the
material released, as described in Sections 5.1 and 5.2.
A list of Emergency Contacts is provided in Appendix N. The list is also posted at prominent
locations throughout the facility. A general list of discharge response materials is maintained in
Appendix M. Specific discharge response material inventories are maintained on or near each
spill response kit.
5.1 Response to a Minor Discharge
A "minor' discharge is defined as one that poses no significant harm (or threat) to human health
and safety or to the environment. Minor discharges are generally those where:
■ The quantity of product discharged is small (i.e., less than 24 gallons of oil);
■ Discharged material is easily stopped and controlled at the time of the discharge;
■ Discharge is localized near the source;
■ Discharged material does not reach the water;
■ There is little risk to human health or safety; and
■ There is little risk of fire or explosion.
Minor discharges can usually be cleaned up by trained facility personnel. The following general
guidelines apply:
■ Immediately notify the Designated Person.
Responsive ■ Resourceful ■ Reliable 15

Spill Prevention, Control, and Countermeasure Plan l��rracon
NCDOT Progressive Design -Build - Randolph -Guilford Megasite ■ Liberty, NC
June 23, 2022 ■ Terracon Project No. 75211239
■ Under the direction of the Designated Person, contain the discharge with active
spill response measures.
■ Collect used spill response materials in properly labeled waste containers.
■ Complete the Standard Notification and Reporting Form (Appendix O) and attach
a copy to this SPCC Plan.
• Notify and/or report to appropriate local, state, and/or federal agencies, as
appropriate, in accordance with requirements discussed in Sections 3.12 and 5.4.
If the Designated Person is unavailable, a Responsible Individual should be contacted (Appendix
N).
5.2 Response to a Major Discharge
A "major' discharge is defined as one that cannot be safely controlled or cleaned up by facility
personnel, such as when:
■ The discharge is large enough to spread beyond the immediate discharge area.
■ The discharge is to water or appears likely to enter water, including ditches or
intermittent streams.
■ The discharge requires special equipment or training to clean up.
■ The discharged material poses a hazard to human health or safety.
■ There is a danger of fire or explosion.
In the event of a major discharge, the following general guidelines apply:
■ Persons must immediately evacuate the discharge area.
■ Immediately notify the Designated Person.
■ Call for medical assistance if person(s) are injured.
■ Notify local emergency agencies (e.g., fire department) and contracted emergency
responders (Appendix N).
■ Notify and/or report to appropriate local, state, and/or federal agencies, as
appropriate, in accordance with requirements discussed in Sections 3.12 and 5.4.
■ Record details and response measures on the Standard Notification and Reporting
Form in Appendix O and attach a copy to this SPCC Plan.
■ Report to local, state, and/or federal agencies, as appropriate, in accordance with
requirements discussed in Section 5.4.2.
If the Designated Person is unavailable, a Responsible Individual should be contacted (Section
1.2).
Responsive ■ Resourceful ■ Reliable 16

Spill Prevention, Control, and Countermeasure Plan 1 �err7con
NCDOT Progressive Design -Build - Randolph -Guilford Megasite ■ Liberty, NC
June 23, 2022 ■ Terracon Project No. 75211239
Waste Disposal [40 CFR 112.7(a)(3)(v)]
Wastes resulting from a minor or major discharge response will be containerized in impervious
bags, drums, buckets, or other suitable containers as necessary. The Designated Person will be
responsible for the characterization of the waste for proper disposal and verify that it is removed
from the facility by a licensed waste hauler.
5.3 Discharge Notification and Reporting
Upon notification of a spill, the Designated Person will determine if the oil spill requires notification
and/or reporting to regulatory agencies as follows:
5.3.1 Notification Requirements [40 CFR 112.7(a)(4)]
A discharge (i.e., one that creates a sheen, emulsion, or sludge) that affects or threatens to affect
navigable waters or adjoining shorelines must be reported immediately to the National Response
Center (NRC). The NRC is staffed 24-hours a day. State and/or local notification requirements
are included in Section 3.12.
The person notifying the agency/agencies of the discharge must provide the following information:
■ Name, location, organization, and telephone number of the person making the
notification.
■ Name, location, and telephone number of the facility.
■ If different from the person making the notification, the name, address, and
telephone number of the party responsible for the incident and contact person at
the location of the discharge or spill.
■ Date, time, and location of the discharge or spill.
■ Speck description or identification of the oil, petroleum product, or other
substances discharged or spilled.
■ Estimated quantity of materials discharged or spilled.
■ Duration of the incident.
■ Source and cause of the discharge or spill.
■ Description of media affected or threatened by the discharge (i.e., water, land, air);
■ Damages or injuries caused by the discharge.
■ Description of actions that have been taken, are being taken, and will be taken to
stop, remove, and mitigate the effects of the discharge or spill.
■ Whether an evacuation is needed.
■ Identify governmental representatives, including local authorities or third parties,
who have been contacted and/or are responding to the discharge or spill; and
■ Other information that may help emergency personnel respond to the incident.
Responsive ■ Resourceful ■ Reliable 17

Spill Prevention, Control, and Countermeasure Plan l��rr�con
NCDOT Progressive Design -Build - Randolph -Guilford Megasite ■ Liberty, NC
June 23, 2022 ■ Terracon Project No. 75211239
Contact information for the appropriate authorities is included in Appendix N and is also posted in
prominent locations throughout the facility.
A Standard Notification and Reporting Form is included in Appendix O of this SPCC Plan. Only
those portions pertaining to notification of applicable agencies (see above) are required to be
completed.
5.3.2 Reporting Requirements [40 CFR 112.4(a)]
A discharge of oil must be reported to the EPA Regional Administrator and to the appropriate
state agencies when there is a discharge of:
■ More than 1,000 gallons of oil in a single discharge to navigable waters or adjoining
shorelines.
■ More than 42 gallons of oil in each of two discharges to navigable waters or
adjoining shorelines in a 12-month period.
The following information must be submitted to the EPA Regional Administrator and to the
appropriate state agencies within 60 days of the discharge:
■ Name of the facility.
■ Name of the owner/operator.
■ Location of the facility.
■ Maximum storage or handling capacity and normal daily throughput.
■ Description of facility, including maps, flow diagrams, and topographical maps (as
necessary).
■ Cause of the discharge(s) to navigable waters and adjoining shorelines, including
a failure analysis of the system or subsystem in which the failure occurred.
■ Corrective action and countermeasures taken, including a description of
equipment repairs and/or replacements.
■ Additional preventive measures taken or contemplated to minimize possibility of
recurrence.
■ Other pertinent information requested by the EPA Regional Administrator.
Contact information for the appropriate authorities is included in Appendix N and is also posted in
prominent locations throughout the facility.
In North Carolina, a release of 25 gallons of oil must be reported to the Department of
Environmental Quality. State and/or local reporting requirements are included in Section 3.12. A
Standard Notification and Reporting Form is included in Appendix O of this SPCC Plan. Only
Responsive ■ Resourceful ■ Reliable 18

Spill Prevention, Control, and Countermeasure Plan 1 f�rracon
NCDOT Progressive Design -Build - Randolph -Guilford Megasite ■ Liberty, NC
June 23, 2022 ■ Terracon Project No. 75211239
those portions pertaining to reporting to applicable agencies (see above) are required to be
completed.
5.4 Cleanup Contractors and Equipment Suppliers
The facility utilizes a cleanup contractor with the necessary equipment to respond to a major
discharge of oil and/or a discharge that affects the nearest navigable water or adjoining
shorelines. Contractor information is available in Appendix N.
Spill kits are located near areas of oil storage and on mobile fueling trucks. A general, suggested
inventory of response supplies and equipment is provided in Appendix M of this SPCC Plan. Spill
kit inventories will be verified during facility inspections. Additional supplies and equipment may
be ordered from contractors provided in Appendix N.
Responsive ■ Resourceful • Reliable 19

Appendix A
Exhibits
Responsive ■ Resourceful ■ Reliable

�Jul)un t \' ti
GLtILI'QRD
tAa �
` f,� r+S §� -• :l 6 v \fit/ \ ,tee j LAY M V '�... k ,�•� f� '
LAYDOVJN / � R ..,., � ,: �/ 1• S r
�� _ (• "` STAGING AREA? {N:�S,
i • -� ,i n .+,4 Dtx, erkm;� 1 -y
ti
UNNAMED TRIBUTARY
Cz� �'� �• t TO SANDY CREEK
lf
✓
F, a
t
APPROXIMATE "�� f..�-�A. .. ( �' �_ �� •i
F kyr BOUNDARY OF MEGASITE
�tF
wl
�41��1"•�p �l� �(.�i��t'+�..�f �r _ V'-' -. - �`� � r� it � i. t
i
c1tL /
TOPOGRAPHIC MAP IMAGE COURTESY OF project Mempec Proled No
THE U s. GEOLOGICAL SURVEY TP Tszllzas SPCC PLAN - TOPOGRAPHIC MAP EhI111QUADRANGLES INCLUDE: CLIMAX, NC
(11111982), KIMESVILLE, NC(111119p82). Grwnby: SUN: erracon NCDOT Pra ressive Desi n-Build - Randol h-Guilford
GRAYS CHAPEL, NC(1/l/19T4) end LIBERTY,9 gNC(111/1974). CMNM T39 W Friendly Ave SteG Megasite
DIAGRAM IS FOR GENERAL LOCATION ONLY, Troy Smith Reed
AND IS NOT INTENDED FOR CONSTRUCTION ppprowtl by DaG: Grean.bd,., NC 274104253
PURPOSES MNM 21JUN2022 Loeny, NC

APPROXIMATE BOUNDARY
FOR MEGASITE
N
it
k
AERIAL PHOTOGRAPHY PROVIDED BY
MICROSOFT BING MAPS
LAYDOW N/STAGING AREA 7 PLAN BY
FOR ENGINEERING, INC.
DIAGRAM IS FOR GENERAL LOCATION ONLY,
AND IS NOT INTENDED FOR CONSTRUCTION
PURPOSES
c
aj
LAYDOWN/STAGING AREA 7
Pmled Manager.
TP
Pmjan No
75211239
Drawn by: EW
su AS SHOWN
I rerracon
Chocked by:
File Norm
7327 W Friendly Ave Ste
MNM
t; '.
Appmwd by'.
DNe'.
Greensboro, NC 27410-6253
MNM
Ofi/21/22
5000 het
® 2022 MWV.04C atioo 0 2022 TMI
SITE DIAGRAM
Exhibit
NCDOT Progressive Design -Build - Randolph -
Guilford
2
Troy Smith Road
Liberty, NC

APPROXIMATE
SITE BOUNDARY
Elk—
LEGEND
�w•••--tr SURFACE WATER RUNOFF DIRECTION
,
c
!
STORMWATER
i
RETENTION POND
c.
(rc tN a. :cti, •C"4L@tlrt h4KGAyYTE
!
f 4141\DATION EROI _--'—t+'�.-_'—..„n—_I
�I
°' T
OREEN:9ikt0 RANffi)LPt+MtC+ASITP
AERIAL PHOTOGRAPHY PROMDEDBY
MICROSOFT BING MAPS
�-^
TP
.,�„el Ne.
7 211239
SPCC PLAN — LAYDOWN I STAGING AREA i
Exnlbd
EROSION &SEDIMENT CONTROL
0.br' EW
SCe1ASSHOWN
erraeon
NCDOT Progressive Design -Build - Randolph -
PLAN BY HOP ENGINEERING, INC .
Guilford
3
LOCATION ONLY
Ch«��MNM
L'Ie Nxn:
i]2]W FrlanMy Ave SMG
DIAGRAM IS FOR GENERAL .
GmensWm, NC 21C10-620]
Troy SmRb Road
ySmithd
AND IS NOT INTENDED FOR CONSTRUCTION
AppealW pp
Dele.
Liberty, NC
PURPOSES
MNM
21JUN2022

TANK NO.
CONTENTS
SIZE (GAL.)
NOTES'.
1
1OW MOTOR OIL
1,475
FLOOR OF CONTAINMENT INCLUDES A
2
15W-40 MOTOR OIL
1,475
PLASTIC LINER OVERLAIN BY
3
30W MOTOR OIL
1,475
GEOSYNTHETIC LINER AND COVERED WITH
4
SOW MOTOR OIL
1,475
GRAVEL
5
ANTI FREEZE (ETHLYENE GLYCOL)
1,47S
6
USED OIL
1,475
ALL TANKS ARE DOUBLE -WALLED
7
DIESEL FUEL
12,000
CONSTRUCTION (BUILT IN SECONDARY
8
DIESEL FUEL
12,DD0
CONTAINMENT)
9
DIESEL FUEL
12,000
10
DIESEL FUEL
12,000
i j - SPILL KIT
it
DIESEL FUEL
10,000
SUBTOTAL STATIONARY TANKS
66,850
10 - TANK NUMBER
MOBILE UNITS (EACH UNIT)
DIESEL FUEL
1,750
MOTOR OIL (VARIOUS WEIGHTS)
360
USED OIL
LOD
TOTAL EACH MOBILE UNIT
2,210
SUBTOTAL FOR 3 MOBILE UNITS
6630
TOTAL OIL STORAGE
73,480
h60
FT.�
I 3 []5
N U
6
8
9
10
O
O
9
FT.
Pre'. Neneae=
pml%t52
SPCC PLAN CONTAINMENT DETAILS
TP
-
°rivinpyi Ew
5�nssHowN
S SHOW
l rerracon
NCDOT Progressive Design -Build -
9 9
ChecFedhy:MNM
FileNeme:
7M7 W Friendly A,re Ste G
Randolph -Guilford
M
Approved! by
MNM
D.
21JUN2022
Greensboro. NC 2]d10-6253
Troy Smith Road
Liberty, NC

Appendix B
Criteria of Substantial Harm Determination
Facility Name: NCDOT Progressive Design -Build - Randolph -Guilford Megasite
Facility Address: 5595 Troy Smith Road, Liberty, Randolph County, NC 27298
1. Does the facility transfer oil over water to or from vessels and does the facility have a total oil
storage capacity greater than or equal to 42,000 gallons?
Yes ❑ No 0
2. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and
does the facility lack secondary containment that is sufficiently large to contain the capacity of the
largest aboveground oil storage tank plus sufficient freeboard to allow for precipitation within any
aboveground storage tank area?
Yes ❑ No
3. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and
is the facility located at a distance (as calculated using the appropriate formula in 40 CFR part
112 Appendix C, Attachment C-III or a comparable formula) such that a discharge from the facility
could cause injury to fish and wildlife and sensitive environments?
Yes ❑ No
4. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and
is the facility located at a distance (as calculated using the appropriate formula in 40 CFR part
112 Appendix C, Attachment C-III or a comparable formula) such that a discharge from the facility
would shut down a public drinking water intake?
Yes ❑ No 0
5. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and
has the facility experienced a reportable oil spill in an amount greater than or equal to 10,000
gallons within the last 5 years?
Yes ❑ No 0
Certification
I certify under penalty of law that I have personally examined and am familiar with the information
submitted in this document, and that based on my inquiry of those individuals responsible for
obtaining this information, I believe that the submitted information is true, accurate, and complete.
Name: Title:
Signature:
Responsive Resourceful ■ Reliable

APPENDIX C
SPCC Plan Cross Reference Table
Provision SPCC Plan Section
112.3(d) Professional Engineer Certification
112.3(d)(6) Wastewater Treatment
112.3(e)(1), (2) Location of SPCC Plan T
112.4(a) Reporting Requirements
Standard Notification and Reporting Form
112.5 SPCC Plan Review
112.5(a) Changes in Facility Configuration
112.5(b), (c) Scheduled SPCC Plan Reviews
SPCC Plan Review Log
112.7 Management Approval
112.7 Cross -Reference with SPCC Provisions
SPCC Plan Cross -Reference Table
112.7(aX1), (2) Compliance with Applicable Requirements
112.7(a)(3) Facility Description
Exhibits
112.7(aX3Xi) Oil Storage
Bulk Oil Storage Containers and Equipment
112.7(a)(3)(ii) Discharge Prevention Measures
112(a)(3)(iii) Containment and Diversionary Structures
112.7(a)(3Xiv) Discharge Response
112.7(a)(3Xv) Waste Disposal ---- -
112.7(a)(3Xvi)- Emergency Contacts
112.7(aX4) Notification Requirements
Standard Notification and Reporting Form
112.7(a)(5) SPCC Plan Organization
112.7(b) Potential Discharge Volumes and Direction of Flow I Section 3.4, Appendix E
112.7(c) Containment and Diversionary Structures Section 3.4
112.7(d) Practicability of Secondary Containment Section 3.5
112.7(e) Inspections, Tests, and Records Section 3.6
Inspection and Testing Program Appendix F
Logs and Inspection Checklists Appendix I
Responsive Resourceful Reliable
Location
Section 1.3
Section 2.3
Section 1.4
Sections 3.15, 5.4.2
Appendix O
Section 1.5
Section 1.5.1
Section 1.5.2
Appendix I
Section 1.1
Section 3.1
Appendix C
Section 3.2
Section 2.1
Section 2.2
Appendix D
Section 3.3
Section 3.5
Sections 5.1, 5.2
Section 5.3
Appendix N
Section 3.15, 5.4.1
Appendix O
Section 3.1

Provision
SPCC Plan Section
Location
112.7(f)(1), (3)
Personnel, Training, and Discharge Prevention Procedures
Section 3.7
Record of Annual Discharge Prevention Briefings and Training
Appendix L
112.7(f)(2)
Designated Person
Section 1.2
112.7(g)
Security
Section 3.9
112.7(h)
Tank Truck Loading/Unloading Rack Requirements
Section 3.10
112.7(i)
Field -Constructed Aboveground Containers
Section 3.11
112.70)
Conformance with Applicable State and Local Requirements
Section 3.12
112.7(k)
Qualified Oil -Filled Operational Equipment
Section 3.13
112.8(a)
General Requirements
Section 4.1
112.8(b)(1)
Facility Drainage
Section 4.2
112.8(b)(2)
Valve Design
Section 4.2
112.8(b)(3)
Drainage from Undiked Areas
Section 4.2
112.8(b)(4)
Diversion Systems
Section 4.2
112.8(b)(5)
Drainage Treatment Units
Section 4.2
112.8(c)(1)
Bulk Storage Containers
Section 4.3
112.8(c)(2)
Secondary Containment
Section 4.4
112.8(c)(3)
Drainage of Diked Areas
Section 4.5
112.8(c)(4)
Completely Buried Metallic Storage Tanks
Section 4.6
121.8(c)(5)
Partially Buried or Bunkered Storage Tanks
Section 4.7
112.8(c)(6)
Inspections and Tests
Section 4.8
112.8(c)(7)
Heating Coils
Section 4.9
112.8(c)(8)
Overfill Prevention
Section 4.10
112.8(c)(9)
Effluent Treatment Facilities
Section 4.11
112.8(c)(10)
Visible Discharges
Section 4.12
112.8(c)(11)
Mobile and Portable Containers
Section 4.13
112.8(c)(d)
Transfer Operations, Pumping, and In -Plant Processes
Section 4.14
112.20(e)
Criteria of Substantial Harm Determination
Appendix B
' Only selected excerpts
of relevant rule text are provided. For a complete list of SPCC requirements,
refer to the full text of 40 CFR
112,
Responsive Resourceful ■ Reliable

APPENDIX D
Bulk Oil Storage Containers and Equipment
Fig ID Tank ID Storage Capacity
(gallons)
Bulk Oil Storage Containers
4 1 1,475
4 2
4 3
4 4
4 5
4 6
4 7
4 8
Responsive Resourceful Reliable
1,475
1,475
1,475
1,475
1,475
12,000
12,000
Content
Description
Discharge Prevention &
Containment
10W Motor Oil
One of Six AST on a Trailer
Double -Walled Tank &
Secondary Containment
15W 40 Motor Oil
One of Six AST on a Trailer
Double -Walled Tank &
Secondary Containment
30W Motor Oil
One of Six AST on a Trailer
Double -Walled Tank &
Secondary Containment
50W Motor Oil
One of Six AST on a Trailer
Double -Walled Tank &
Secondary Containment
Anti -Freeze (Ethylene
One of Six AST on a Trailer
Double -Walled Tank &
Glycol)
Secondary Containment
Used Oil (Various
One of Six AST on a Trailer
Double -Walled Tank &
Weights)
Secondary Containment
Diesel
Horizontal AST
Double -Walled Tank &
Secondary Containment
Diesel
Horizontal AST
Double -Walled Tank &
Secondary Containment

Fig ID
Tank ID
Storage Capacity
Content
Description
Discharge Prevention &
(gallons)
Containment
Double -Walled Tank &
4
9
12,000
Diesel
Horizontal AST
Secondary Containment
Double -Walled Tank &
4
10
12,000
Diesel
Horizontal AST
Secondary Containment
Double -Walled Tank &
4
11
10,000
Diesel
Horizontal AST
Secondary Containment
Mobile or Portable Oil Storage Containers
3 units
Mobile Unit
1,750
Diesel
Truck Mounted Tank
Secondary Containment
(when parked)/Spill Kit
3 units
Mobile Unit
360
Motor Oil (Various
Truck Mounted Tank
Secondary Containment
Weights)
(when parked)/Spill Kit
3 units Mobile Unit 100
Oil -Filled Equipment
NIA
Total Oil Storage: 73,480 gallons
Responsive Resourceful Reliable
Secondary Containment
Used Oil Truck Mounted Tank
(when parked)/Spill Kit

APPENDIX E
Potential Discharge Volume and Direction of Flow
Potential Event
Bulk Storage Area
Failure of aboveground tank
(collapse or puncture below product level)
Tank overfill
Leaking hose or valve packing
Hose leak during transfer
Portable Container Area
Leak or failure of drum
Aboveground Piping
Rupturetfailure due to corrosion
Responsive Resourceful Reliable
Maximum volume
released
Maximum discharge
Direction of Flow
Secondary Containment
rate
(gallons)
8.9 R/sec
12,000
Into secondary containment
Sufficient
(600 gaUmin)
Up to 1,250'
250 gaUmin
Into secondary containment
Into secondary containment
Up to 1,250'
250 gaUmin
Into secondary containment
Into secondary containment
Up to 1,250'
250/gal/min'
Into secondary containment
Into secondary containment

Maximum volume
Potential Event released
Maximum discharge
Direction of Flow
Secondary Containment
rate
(gallons)
1
i
i
Leak of offload line, connection Up to 1,2500)
-250 galimin(2)
South-southwest
Secondary Containment Area
Over -topping during tank truck loading Up to 1,2500)
-250 gaVminiz
South-southwest
Secondary Containment Area
Rupture, leak of valve packing of transfer valve Up to 1,2500I
-250 gaVmin(2)
South-southwest
Secondary Containment Area
____
I'I Maximum volume released calculated based an 5 minutes of discharge at
the maximum discharge rate.
i
(2) Dependent on extent of damage or detection of leaks/spills.
(3) It is assumed that containmentlabsorbent materials will be sufficient to contain discharges to the property.
Responsive Resourceful Reliable

APPENDIX F
Inspection and Testing Program
Facility Component Section(s) Action Method, Circumstance, and Required Action
General Requirements Applicable to All Facilities µ
Bulk storage containers with no secondary 112.7(d) Not Applicable None
containment and for which an impracticability
determination has been made.
Valves and piping associated with bulk storage 112.7(d) Not Applicable None
containers with no secondary containment and for
which an impracticability determination has been
made.
Recordkeeping Requirement
112.7(e)
Record
Keep written procedures and a signed record of inspections and tests for a period of
three years. Records kept under usual and customary business practices will suffice. For
each action.
Lowernwst drain and outlets of tank car or tank
112.7(h)(3)
Inspect
Visually inspect. Prior to filling and departure of tank car or tank truck from
truck at loading/unloading racks
Ioadingluntoading racks.
Field -constructed aboveground container
112.7(7)(i)
Not Applicable
Onshore Facilities (Excluding Oil Production Facilities)
Diked and Containment areas
112.8(b)(1) and
Inspect
Visually inspect content for presence of oil when draining into a watercourse. Prior to
112.8 6)I)
1
Record
draining. .
Keep adequate records of such events.
Dikes & Containment areas for bulk storage
112'8(c)(3)
Inspect
Inspect retained rainwater to ensure that it will not cause discharge as described in
containers
Record
112.1(b) when draining to storm sewer or open watercourse, lake, or pond. Prior to
draining.
Keep adequate records of such events.
Aboveground bulk storage container
112.8(c)(4)
Test or Inspect
Test or inspect each container for integrity. Following a regularly schedule and
.whenever material repairs are made.
Responsive In Resourceful Reliable

Facility Component Section(s)
Aboveground bulk storage container 1112.8fry(6)
Aboveground bulk storage container supports 112.8(c)(6)
and foundations
Diked areas around bulk containers 112.8(c)(6)
Liquid level sensing devices
Bulk storage containers
All aboveground valves, piping, and
appurtances
Responsive is Resourceful at Reliable
112.8(c)(8)
112.8(c)(10)
112.8(d)(4)
Action Method, Circumstance, and Required Action
Inspect Inspect outside of container for signs of deterioration and discharges. Monthly visual
inspections.
Inspect Inspect container's supports and foundations. Monthly visual inspections.
Inspect
Inspect for signs of deterioration, discharges, or accumulation of oil inside diked areas.
Daily, monthly, and annual visual inspections.
Test
Test for proper operation. According to manufacturer's specifications.
Corrective Action
Correct visible discharges which result in a loss of oil from the container, including
seams, gaskets, piping, pumps, valves, rivets, and bolts.
Remove accumulations of oil in diked areas. Promptly.
Inspect
During the inspection, assess general condition of items such as flange joints, expansion
joints, valve glands and bodies, catch pans, pipeline supports, locking of valves, and
metal surfaces. Monthly visual inspections.

APPENDIX G
Records of Inspection and Integrity Testing\
A Periodic Inspection is a visual, documented inspection conducted by the tank owner or an owner's inspector to assess the general
tank conditions, as best as possible, without suspending tank operations or removing the tank from service. Periodic Inspections will
be conducted at the facility as part of the monthly facility inspection and documented using the inspection checklists provided in
Appendix C.
A Formal External Inspection is a documented external inspection conducted by a certified or periodic preventative inspector to assess
the condition of the tank and determine its suitability for continued service without entry into the tank interior. The external inspection
may include ultrasonic testing of the shell, as specified in the standard, to assess the integrity of the tank for continued oil storage.
A Formal Internal Inspection is a documented internal inspection conducted by a certified or periodic preventative inspector to assess
the internal and external condition of the tank and determine its suitability for continued service. This includes the inspection
requirements of a Formal External Inspection. A Formal Internal Inspection satisfies the requirements of a Formal External Inspection
and is considered equivalent to or better than a Formal External Inspection for the purposes of scheduling.
A certified integrity tank and vessel inspection will be performed every 20 years or if evidence of material stress appears, tank or vessel
leaks occur, there is a change in service, or a tank or vessel is relocated.
A leak test is a documented test of the tank to determine if the tank is leaking.
Responsive Resourceful Reliable

APPENDIX H
Oil Transfer Procedures
Stage
Tasks
Prior to transfer
❑
Visually check hoses for leaks and wet spots.
❑
Verify that sufficient volume is available in the storage tank or truck.
❑
Lock in the closed position drainage valves of the secondary containment structure.
❑
Secure the tank vehicle with wheel chocks and/or interlocks.
❑
Verify that the vehicle's parking brakes are set.
❑
Verify proper alignment of valves and proper functioning of the pumping system.
❑
If filling a tank truck, inspect the lowermost drain and outlets.
❑
Establish adequate bondingfgrounding prior to connecting to the oil transfer point.
❑
Turn off cell phone.
During transfer
❑
Driver andlor facility personnel must stay with the vehicle during transfer activities.
❑
Periodically inspect systems, hoses, and connections.
❑
When loading, keep internal and external valves on the receiving tank open along with the pressure relief valves.
❑
When making a connection, shut off the vehicle engine. When transferring oil, shut off the vehicle engine unless it is used to operate a
pump.
❑
Monitor the liquid level in the receiving tank to prevent overflow.
❑
Monitor flow meters to determine rate of flow.
❑
When topping off the tank, reduce flow rate to prevent overflow.
After transfer
❑
Make sure the transfer operation is completed.
❑
Close tank and loading valves before disconnecting.
❑
Securely close vehicle internal, external, and dame cover valves before disconnecting.
❑
Secure hatches.
❑
Disconnect grounding/bonding wires.
❑
Make sure the hoses are drained to remove the remaining oil before moving them away from the connection. Use a drip pan.
❑
Cap the end of the hose and other connecting devices before moving them to prevent uncontrolled leakage.
❑
Remove wheel chocks andlor interlocks.
❑
Inspect the lowermost drain and outlets on tank truck prior to departure. If necessary, tighten, adjust, or replace raps, valves, or other
equipment to prevent oil leaking while in transit.
Responsive is Resourceful in Reliable

APPENDIX I
Logs and Inspection Checklists
SPCC Plan Review Log
Scheduled reviews and SPCC Plan amendments will be recorded in the SPCC Plan Review Log below. This log will be completed even if no amendment is made
to the SPCC Plan as a result of the review.
P.E.
By Date Amendment Description certification
required?
Responsive Resourceful Reliable
P.E. Name Licensing State:
Registration No.

Monthly Visual Inspection Checklist
This inspection record must be completed each month. Provide further description and comments, if necessary,
on an attached piece of paper. 'An item that receives "yes" as an answer must be described and addressed
immediately.
Area Inspected:
Inspector:
Date:
Y N ascription & Comment
Aboveground Storage Tank(s)frank ID:
Tank surfaces show signs of leakage
Tanks are damaged, rusted or deteriorated
Bolts, rivets, or seams are damaged
Tank supports are deteriorated or buckled
Tank foundations have eroded or settled
Level gauges are inoperative
Vents are obstructed
Secondary containment is damaged or stained
Water/product in interstice of double -walled tank
Dike drainage valve is open or is not locked
Responsive ■ Resourceful ■ Reliable

Area/Building Inspected:
Inspector:
Date:
Portable Container(s)/Container ID:
Container surfaces show signs of leakage
Containers are damaged, rusted or deteriorated
Piping
Valve seals, gaskets, or other appurtenances arcl
leaking !f
Pipelines or supports are damaged or deteriorated
Joints, valves and other appurtenances are leaking',
Security
Fencing, gates, or lighting is non-functional
Pumps and valves are not locked if not in use
Response Equipment
Response equipment inventory is incomplete
Additional Remarks:
Date:
Responsive Resourceful ■ Reliable
Signature:
& Comment

APPENDIX J �.
Record of Containment Drainage
Presence of Oil Approximate
Date Diked Area (YEN) Quantity Removed Time
(Gallons) I
Responsive Resourceful Reliable
Signature I Comments

APPENDIX K
Calculation of Secondary Containment Capacity
CubicFeet- Approximated
Largest Tank Release
Largest Release
as a Truncated Prism
=12,000 gallons
Volume
Percent of Release Volume
Gallons
from Largest Tank in
Convert to inches in
6-inch rainfall
=1/3(Ai +A2 + [Sgrt(AiA2)1)h
conversion
Containment area
containment Area
24hr/25yr event
where:
Al - Area of the Top Base
A2 - Area of the Bottom
Base
11,025 ft' x
=(12,000 gal / 82,437 gal) x
= % of Containment
Total height needed in
_
7.48052 gal/ft'
100
Area * 1 ft
containment (ft)
Al =7337
82,473
15%
0,15
0,65
A2 = 15184
11,025 ft'
Responsive Resourceful Reliable

APPENDIX L
Record of Annual Discharge Prevention
Briefings and Training
Date Subjects Covered Employees in Attendance Instructor(s)
Responsive Resourceful Reliable

APPENDIX M
Discharge Response Equipment Inventory
Spill kit discharge response equipment inventories will be verified during facility inspections and
will be replenished as needed. An individual inventory for each specific spill kit should be
maintained on or near the spill kit itself. The following inventory is a general inventory to be used
as guidance when stocking and/or replenishing spill kits.
❑ Empty 55-gallons drums to hold contaminated material
❑ Loose absorbent material
❑ Absorbent pads
❑ Nitrile gloves
❑ Neoprene gloves
❑ Vinyl/PVC pull -on overboots
❑ Non -sparking shovels
❑ Brooms
Responsive Resourceful ■ Reliable

APPENDIX N
Emergency Contacts
Facility
Randy Giles — Ames Construction [phone]
Local Emergency Response
Randolph County Emergency Management: Major Christie McCorquodale
[phone]
Randolph County Emergency Management: Captain: Evan Grady
[phone]
General Emergency Services
9-1-1
National Emergency Response
National Response Center
[phone]
State Emergency Response
North Carolina NCDEQ Regional Office between 8:00 a.m. and 5:00 p.m.
[phone]
North Carolina NCDEQ After-hours, weekends, and holidays
[phone]
North Carolina NCDEQ After-hours, weekends and holidays, report by phone
[phone]
Emergency Response/Cleanup Contractor
Contaminant Control, Inc. (CCI)
[phone]
Environmental Consultant
Terracon Consultants, Inc. - Neal McElveen, P.E.
M [phone]
Responsive Resourceful ■ Reliable

APPENDIX O
Standard Notification and Reporting Form
Facility:
NCDOT Progressive Design -Build - Randolph -
Guilford MegaSite GRMS Laydown/Staging Area 7
5595 Troy Smith Road
Liberty, Randolph County, North Carolina 27298
Owner/operator.
Ames Construction, Inc.
2500 County Road 42 W
Burnsville, MN 55337
Maximum storage/handling capacity of
73,480 gallons
the facility:
Name, address, and telephone number
of person filing report:
Date and time of discharge:
Specific location of discharge:
Description of the substance
discharged:
Estimated quantity discharged:
Duration of the incident:
Responsive Resourceful ■ Reliable

Weather conditions at the incident
location:
Name of surface water or description
of water affected or threatened by
discharge:
Source of the discharge:
Cause of discharge and failure
analysis:
Description of actual or potential
environmental pollution or impacts:
Name, address, and telephone number
of Designated Person or Responsible
Individual at the location of the
discharge:
Response actions taken, being taken,
or which should be taken to contain or
respond to the discharge:
Known or anticipated health risks:
Responsive ■ Resourceful ■ Reliable

Number and types of injuries (if
applicable):
Identity of regulatory agencies
responding to the discharge:
Additional preventive measures taken
or contemplated to minimize possibility
of recurrence:
Additional pertinent information:
Responsive Resourceful Reliable

Legend \) 1 / • (f sl .
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EAST STAGING AREA USGS TOPOGRAPHIC MAP
FN
FIGURE ,
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LRYORdR —
PROJECT
W LOLHTR N
ono cDlarv._
RANDOLPH COUNTY
LOCATION MAP
NOT TO SCALE
HUN Enpm<erm0 Mc.
MO S. ChurA 6tree( SWe INN
Ch.dO ,NC 252112
7w.]23.6700
N GB.EIG. Licence Number: F41IS
N GREENSBORO RANDOLPH MEGASITE
® RANDOLPH COUNTY, NORTH CAROLINA
PHASE II - A2
EROSION AND SEDIMENT CONTROL PLAN
(RFC PLAN SET)
111plECT M1INAGER NLgE M.
i
DESIGN ENGINEER NES IUNI
ORANN SY IENNIFER
VICINITY MAP
I<t000
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
SHEETINDEX
SOG450- LOVER SHEET
WG-151- GENERA NOTES- PHASE 0 A2
N COG-153-GENERAL NOT ILA
OOG-153-GENERAL NOTES-PHASEIIA2
SIG15CON{-EROSION CONTROLSEQUENCE
PHASE A2 A3
OOG-155- EROSION CONTROL PLAN PHASE 0 A3 POND OE -WATERING SEQUENCING
MG-1% IUMMCTIONAL IMPACTS
01G150-EROSION ANO SEpMENT CONiRM PUNINOE%MAP-PHA6E II A2-STAGEI
01G151 -EROSION AND SEgMENT CONTROL PLAN- PHASE II A3-STAGE 1
O1 G153 -EROSION AND SEDIMENT CONTROL PLAN- PHASE II A2-STAGE 1
O1.15] - EROSION AHD SEpMENT CONTROL PLW - PHASE II A2 STAGE 1
OIC-lu - EROSION AND SEDIMENT CONTROL PLAN- PHASE II A2-STAGE 1
01G156- EROSION AND SEGMENT CONTROL PLAN - PHASEII A3-STAGEI
OIG15T - EROSION AND SEDIMENTCONTROL PLAN- PHASE II A2-STAGE 1
OIG155- EROSION AND SEGMENTCONTROL PLNI- PHASE 0 AZ STAGE
I
01G15S-EROSNINANOSEGMENTCONTROLPL-PHASEII A2- STAGE I
01G160-EROSION AND ECOMENT CONTROL PLAN -PHASE II A3-STAGE 1
M C-162- EROSION PAID SEGMENT CONTROL PLAN - PRISE H A3-STAGE 1
G1G163- EROSION ANO SEGMENT CONTROL PLAN -PHASE 11 AT- STAGE I
O1C165-EROSION PAID SEGMENT LONTRM PUW -%1A6E 11 A3- STAGE 1
o1G166-EROSIONANDSEGMENT DO OL PLAN -PHASE 11 A3-STAGE I
01 G16T-EROSION AND SEGMENT CONTROL PIFN -PHASE 11 A2- STAGE 1
ll\
01 G250- EROSION AND SEGMENT CONTROL BASIN ENLARGEMENTS- PHASE II A3
O1 G251-EROSION AND SEGMENT CONTROL BASIN ENLARGEMENTS PHASE II A2
D1G252-EROSIONANDSEGMENTCONTRML NENLARGEMENTS-PHASEIIA2
C-211-TRAILER CITY CULVERT PLAN
Q01 CSDD-01 CB - EROSION AND SETMMENT CONTROL DETAILS -PHASED A2
01 F36O-PTNAL arA81LIZAnoN PLAN FOR PHABE 2A2
CONTACT INFORMATION
DINER: TOYOTA MAMIFACTUWNG, NC.
151 ENGINEERING WAY
GEORGETONN, NY40134
CONTACT. APRIL ON
(APRIL ASO"TMOTACOM)
PHONE: [phone]M
ENGINEER. HDR ENGINEERING, INC. OF THE CM201.2NAS
HO S. CHURCH STREET, SUITE I OW
CHARLOTTE, HID
CONTACT'. DAAD T. BARER, PE I NES TURLEY, PE
MIONE: TIN 3MAn. 185IHKNA M
CONTACT PERSON! RESPCNSSII.E FOR EROSION CONTROL MAINTENANCE'.
REBECCA MIGHT
EMNL RERECCAGPGHTQTOYOTACOM
PHONE. 502.6A3.1"21368A73.W31
EROSION & SEDIMENT CONTROL PLAN
PHASE 11 A2
COVER SHEET
FILENAME'I ODG-150.Ew( SHEET
SCALE OOG-150
AS SMGNN
to
IC
in

ar
MINERAL EROSION CONTROL NOTES
I. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDMIENTATIM CONTROL MEASURES AND
DEVICES NECESSARY TO COMPLY NTH THE STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROGNa DEPARTMENT OF ENVIRONMENTAL GUAUTY INCDEO) ARD APPLICABLE STATE AND LOCAL
CAWS AND ORGNNNCES. AND PREVENT STArgING WATER WTHIN PROJECT LIMITS, UNLESS
.TILER . DIRECTED.
2.INSTALL CONSTRUCTION ENTRANCES AM ACCESS ROADS IN LOCATIONS FROM IN ACCORDANCE
NTH STATE STANDARDS AND NTH MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND
FREES. CONTRACTOR SMALL RECEVE PRIOR APPROVAL FROM ENGINEER BEFORE TREE REMOVAL
FOR ACCESS ROAD COMSTRUCTIO N. NRNN 30 DAYS AFTER CONSTRUCTION IS COMPLETED FOR
MICH ACCESS ROAD IS USED, AND UNLESS OT HE WORSE APPROVED, CONTRACTOR SHALL REMOVE
ALL REMNANTS OF THE ACCESS ROADS AND RETURN AREA TO AS GOOD AS OR BETTER CCMO TION
AMITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT BAY BE REQUREr BASED ON
CONTRACTOR'S PRACTICES AND MILL BE EMPLOYED MERE DETERMINED NECESSARY BY ACTUAL
SITE CONCHIONS.
3. ALL MATERIALS SPoLLED,DROPPED, NNEWIDS OR TRACKED FROM VEHICLE ON WE ONTO PUSURS
ROADWAY OR INTO STORM DWIN MUST ME REMOVED. ALL PGRUS, ROADWAYS TO SE CLEANED AND
CHECKED ONLY FOR µY DIRT THAT LEAVES THE STE. CONTRACTOR TO CHECK CONEUTIONS O
PUBLIC ROADS DAILY EACH MORNING AND EVENING AND AFTER EVERY RAM EVENT TO ENSURE
PUBLIC ROADWAYS REMAN CLEAR OF DIRT AND ANY DEBRIS LEAVING THE PROJECT SITE
A. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR.
ONALLNEWORMSTURWD, UNPAVED GROUPS IWTALLAN CONTROL MATTING(NAG SCIN
SCI50M OR APPROVED EQUAL) GNTHE MUCH BOTTOM AND S10E SLOPES.
5. PRONOE SILT FENCE ADJACENT TO DITCHES AM AT THE TOE OF DLL SLOPES. SILT FENCING BELOW
FILL SLOPES. INCLUDING SEDIMENT BASINS SHOULD BE INSTALLED A MINIMUM OF IO FEET OFF THE
PROPOSED TOE OF THE SLOPE. AL60, PACKAGE AMOWTE MEASURES IN AREAS MERE NATURAL
VEGETATION DOES NOT PROVIDE A SUFFICIENT BUFFER AND AS DIRECTED BY THE ENGINEER,
MERE SILT FENCE AND TREE PROTECTION CONFLICT, STOP SILT FENCE AT TREE PROTECTION,
S PRONOE INLET BEDMENT FILTER AT AL NEW STORM INLET$ INLET PROTECTION MAY BE REQUIRED
AT EXISTING SEE T6IN THE EVENT SEDIMENT LULL RUN DDNNSTREµ TO AN EXIST WG INLET
T. MGM TO COMMENCING LAND DISTURBANCE ACIDLY
a THE LIMITS OF LANOOISTURMNCESNLLSECLEARLYMDAMC TELYMMMCATMD H
STAKES, FENCING, OR OTHER APPROPRIATE MEANS. THE LOCATION AM STUART OF ALL
AUTHORIZED LAND GSTIAffiANCE ACTIVITY STALL BE OEMMGTEO FOR THE DURATION OR THE
CONSTRUCTION ACTIVITY, NO LAND GSNRMA E SMALL OCCUR WTMM THE APPROVED
UNITS INDICATED ON THE APPROVED PLANS,
B. ALL TREE PROTECTION REFUND SMALL BE INSTALLED, INVESTED AND APPROVED BY THE
INSPECTOR. TREESNTNN THE PROTECTION AREAS MAY ONLY BE REMOVED NTH APPROVAL
BYTHEINSPECTOR.
8. COMPLY NTH THE FWLWANG CONSTRUCTION SEQUENCE FOR EACH CONSTRUCTION PHASE.
a. DRUNKS SINLL BE PERFORMED WRING PREDICTED PERIODS OF CRY WEATHER.
B. EROSION CONTROL OENCM AND STORMWATEIS MANAGEMENT DEVICES SHALL BE INSTALLED
PRIOR iD ANY OTMR CONSTRUCTION MO WTMN N HWR50F MUBBNG THIS MAYREQNRE
GRUBBING IN STAGES TO ENSURE MOSW CONTROL MEASURES ME PUT IN PLACE PRIOR TO
RAN EVEW. TIE LOCATION O SOLE O THE EROSION CONTROL DEVICES MAYMAVE TO M
ALTERED FROM THAT SNONN ON THE APPROVED PLANS IF DRAINAGE PATTERNS WRING
CONSTRUCTION ARE DIFFERENT MGM THE FINAL PROPOSED DFU NAGE PATTERNS. RIS THE
CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SMALL IMMEDIATELY BE
REPORTED TO THE ENGINEER.
e SILTFENCES MIMTALLEDNRHNNHOWRSOFMIN9WALLPEBMETERS. THE
CONTRACTOR G1ALL REMOVE ACCUMULATED SILT MEN THE SET 16 WTMN OF OF THE TOP OF
THE GULF FENCE LRIIYED FOR EROSION CONTROL
B, THE CONSTRUCTION OR THE SITE WLL COMMENCE NTH INSTALLATION OF EROSION CONTROL
MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND ERMM, ALL &ECMEM COMRW
WLL BE MANTNNED UNTIL ALL UPSTREAM GROUND NRHN THE CONSTRUCTION AREA HAS BEEN
COMPLETELY STANTRED NTH PERMANENT YEGETATI W.
10 FAILURE TO INSTALL OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WLL RESULT IN
µLCONSTRUCTION BEING STOPPED ON THE NOB RATE UNTIL SUCH MEASURES ME CORRFCTEO i0
NORTXCMOUNAEROMMMDSNMEWCCNIROLREGUI INNS.
11, AMPS OFTHE APPROYEDLAMI DISTURBANCE PLANAM PERMITSWILL SE PRESENT W THE SITE
YMENEVER LAND DISTURBANCE AGTINTY IS IN PROGRESS
12, ALL EROSION AM SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY ME)ANY
DEFIGENCM6 NOTED WILL BE CORRECTED BY THE ENO OF EACH DAY. ADUTIONA ERMmQN MO
SEDIMENT CONTROL MEASURES NEC BE METALLED IF DEEMED NECESSARY BY ON31E
INSPECTION, ALL PUBLIC ROADMNV S TO BE CHECKED AND CLEANED DAILY FOR REMOVAL OF MY
CRT THAT LEAVES THE PROJECT SUM CONTRACTOR TO CHECK CANDITIONS OF PUBLIC WAYS
EACH MCRNUIG AT T M, EACH MTERNWNAT A PM. MD AFTER ENTRY RAIN EWWTO ENSURE
PUBLIC MAYMAYS REMAIN CLEAR OF CRT AND ANY DEN IS LEAVING THE PROJECT SITE,
1S. OMSRE STO EMING OF SOL IS ALLOWEDWTHIN THE LMITS OFCSTURBMCE SUBJECT TO
PLACING APPROPRIATE EROSION CMTROL OENCES TO PREVENT SCL LOSS DURING RAM EVENTS.
LOCATIONS SMALL BE ME-APPROVEO BY THE INSPECTOR,
14. GROUND STABILQ ATION SHALL BE ACHIEVED CONSISTENT NTH NUFM GENERAL PERMIT
ROOM 00 EFFECTIVE AS OF AMIL 1, MUH MERE LAND DISNRSNG ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CFA6ED, ALL DISTURBED AREAS SHALL BE PRONGED NTH
TEMPORARY OR PERMANENT STASUZOTIOR NTH CROUNO COVER WTHIN 14 CALENDAR DAYS
MGM THE LAST LAND DISTURBING ACTMTY EXCEPT FOR ALL SLOPES OVER SO ET IN LENGTH,
PERMETER ONES, EWALES, DITCHES, PERIMETER SLOPES, AND AL- SLOPES STEEPER THAN 3:1
IN VI, MICH SMALL N PROW IIEO TEMPORARY OR PERMANENT STA&IppT1ON NTH GROUND
COVER WRHIN 2 CALENDAR DAYS FROM THE LAND DISTURBING ACTMTY. THE CONTRACTOR SHALL
REFERTOGENEBALFERINUNCG01WOFMSPECIFICCONUnI S.EXEMPTIONS, AND DEFINTI10H6
FOR MEETING THESE ILA UIREMENTS. SEE TABLE I.
I S. SITE SUTURE
S
.
AREA Ae18 ACRESEASE II AO THE SITE W LOCATED AT 55'STN'IF JrST?
W
IB. EFFECTWE OCTORER 1, GH 0 PERSONS RESPONSIBLE FOR LAW GSTU WACTRATHES MUST
INSPECT THE SEGMENT AND EROSION CONTROL MEASURES ON A PROTECT AFTER EACH FUSE OF
REPAIR AS PELL AS DETAILS OF THE 6ELF4NSPECTION PROGRAM WN BE FOUND ON THE LAND
QUALITY NEB STE'. Mara ncBwIMdNEirtieWEnnMmnaaHnMeuve.Y/
m[Mwr.etmNAON�aMNmo
IT, ANY OFHdUE BORROW AND WASTE REQUIRED FOR THIS PROTECT MUST COME FROM A WE WITH
M APPROVED EROSION CONTROL PUN, A STE REWUTED Ua9ER THE MINING ACTW ISTI, MA
LANDFILL REWLATE➢ BY THE DIVISION OF SOLID WASTE MANAGEMENT, TRASHNEBBS FROM
DEMWPON ACTMTIES OR GENERATED BY ANY ACTMTES W SITE MOST BE DRUMED N AT A
FACILITY REGUUTEO BY THE CNSOE O SOLID WARE MANAGEMENT OR PER DIVISION OF SOLD
NASTE MANAGEMENT OR CNSION OF INTER RESOU2CES RULES AND REGULATIONS. [IM MACAB
4110)
EROSION MAINTENANCE EEMCE REQUREYENTS
1. SEDIMENT FENCE (SOT FENCE)'.
A INSPECT SEDIMENT FENCES AT LEAST ONCE AVVEEK AM IMMEDIATELY FOLLOWING A RUN
EVENT MAT EXCEED6101NGHM IN A2AJIWR PEROD MAKE ANY REOUREO REPARS
IMMEDIATELY,
B, SHOULD THE PANIC OF A S EW FENCE COUAPSE, TEA, OECOMFOSE, OR BECOME
HtNt Up enln0Inc
F)l OT We C.6701)
Glurd so-eM. suJe 10w
Caotolm, NO GROW
Tw.3wsTOB
N.C.B.E.LS. LJnme Number F OIIS
INEFFECTIVE, REPLACE R PROMPTLY, C.
CLEµ11PANOINSPECTIM
c REMOVE MUMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NUT RAN AND TO REDUCE PRESSURE ON THE FENCE,
2. WON COMPLETKN10F NDRN THE CONTRACTOR SMALL, REMOVE FROM THE SIRE All
E. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
EOUPMENT AND OTHER ARTICLES USED, AL EXCESS BW STONE AND DENTS SHALL
SE REMOVED AND LEGALLY MEASURES OF AT NO A�Fro MST TO THE OW M. ALL
e, REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND MING THE AREA
WORK AREAS SMALL BE LEFT M A CLEAN AND NEAT CGNGIbN, ALL DAMAGE TO
TO MADE, STABILIZE IT AFTER THE CONTRIBIRING MANAGE AREA HAS BEEN PROPERLY
EXISTING CONSTRUCTION CAUSED BY LANDSCAPING OPERATIONS SMALL BE RUNNING
STABILIZED.
TO THE SATISFACTION OF THE TOM AT THE CONTRACTOR'S EXPENSE.
2. WATTLES:
e INSPECT CHANNELS FOR DAMAC£ IMMEDIATELY FOLLORING A RAIN EVENT MICH EXCEEDS)
3 SEEDED AREAS SHALL BE PROTECTED AND REPLAME D AS NECESSARY TO ESTABLISH
INCH IN A 24-10M PERIOD.
A UNFG M STAID OF SPECIFIED GRASS. SCATTERED BARE SPOTS, NOW OF MICH
SMALL BE LARGER TMAT ONE (t) SOUARE FOOT, WLL BE ALLONEO UP TO AMAAMW OF
B. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE WATTLE AND EROSION FROM FROM
3%CFTHESEEDEDAREAFOREACHPROPERTY WHENSEEOEDAREASMEREADYFOR
FLOWSAROUNOTHEFMiE6OFTHEWATTUE CORRECTALDAMAMMMEDIATELY. G
WERECTIW, THE MAINTAINED TURF AREAS SMALL BE NEATLY MOVED TO THE UNIFORM
SIGNIFICANT EROSION OCCURS BETWEEN WATTLES, INSTALL A PROTECTIVE RWRAP LINER IN
XEIGM OF APPNOXIMATELYTNtl A1FJOXEINLF jZ.S)INCXES TIEIANN6SHALLSE
THAT PORTION OF THE CHANNEL.
CONSIDERED ESTABLISHED ONLY MEN THE SPECIFIED GRASS IS VIGOROUS AM
c REMOVE SEDIMENT ACCUMULATED BENINO THE YMTTLE6 AS WING, TO PREVENT WMAGE TO
CHANNEL YEGETATION ALLOW THE CHANNEL TO MMI THROUGH THE STRAW WATEE µD
PREVENT LARGE FLOV5 FROM CARRYING SEDIMENT OVER THE WATTLE.
3, TEMPORARY GRAVEL CONSTRUCTION ENTRANCEEAT:
a INSFECTONLEANNGTHECONISTROCTICNSITE. TW6MAYREOUREPEMOMTOPO SMW
WTH INCH STONE AFTER EACH RAINFALL MSPECTAM' STRUCTURE USEOTO TRAP
SEDIMEWAMCCMNITWTASWCESVAY MMEOATELYREMOWALLOBJECTIONABLE
MATERIALS S%LLED, WASHED, ON TRACKED ONTO PUBLIC ROADWAYS
A, ROCK INLETroURET PROTECTION.
a INSPECT STORE MMNGEMMT EYWYT CALENDAR DAYS AND IMMEOATELY FOLLOMNG A
RAIN EVENT MICH EXCEEDS 10INCHES M A MHWR PERIOD.
B. MAINTAIN SPECIFIED DIMENSIONS AND REMOVE SEDIMENT BUILDUP MENTHE SEMMEW LEVEL
IS %THE HEIOR OF THE NOOKS,
5. INLET PROTECTION'.
a INSPECT STONE ARRANGEMENT EVERY I CALENDAR DAYS AND IMMEDIATELY FOLLOWING A
RAN EVENT MICH EXCEEDS 1.0 IRCHM IN A 24HWR PERIOD,
B. REPLACE STORE M NEED TO MAINTAIN SFEGFED DIMENSIONS
c REMOVE SEGMENT BUILDUP MEN THE SEDIMENT LEVEL IS% THE HEIGHT OF THE ROCKS.
TAKE CAPE NOT TO DAMAGE OR UNDERCUT THE LURE MESH DURING SEDIMENT REMOVAL
B TEMPORARY LIVERMORE
a INSPECT EVERY T CALENDAR DAYS AND W MEDIMELY FOLLOWING A SAIN EVENT MUCH
EXCEEDS In INCHES IN A N-HOUR PUBLIC. REMOVE SEMIEW FROM THE FLOW AREA µD
REPAIR THE LAYER ION RIDGES. ALSO CHECK AND MAWNN OUTLETS.
MAINTENANCE.
E. ALL CLEAN NITER DITCHES SHALL BE STABIIRED PRIOR TO SEAMING ANY CLEW WATER Gt
PUMP MOUND OPERATIONS TO THE SUCH
T. CHECK DAM:
a INSPECT CHECK DINS µO CHANNELS FOR DAMAGE IMMEDIATELY FOLLOWNG A RAN EVENT
MICH EXCEEDS IA INCHES NA ZAJIOUR PERIOD.
a ANTICIPATE SUBMERGENCE AM DEPOSITION MOVE THE CHECK DAM AM EROSION FROM HIGH
FLOWS AROUND THE EWES OF THE OM. CORRECT ALL DAMAGE IMMEDIATELY. IF
SIGNIFICANT EROSION OCCURS BETAEM DAMS. INSTALL A MOTECTNE RIFRAP LNER IN TXI.T
PORTION OF THE CHANNEL.
c REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREYEW SPOILAGE TO
CHANNEL VEGETATIOL ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DM AND
PREVENT LARGE FLOWS FROM CARTING SEDIMENT OVER THE OAR. ADD STORES TO GINS M
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTON.
1, AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PROJECT, THE
DISTURBED AREAS SMALL RECEIVE A PERMANENT GROUND COVER. SEEDING µD
MULCHINGSHNLBEMRFORMEDIMMEMATEL WB DCMSTRUCTON THE
CONTRACTOR SHALL PROVIDE PERMANENT SEEDNG IN ALL USTURMDAREAS M
INDICATEOIN THE CONTRACT DOCUMENTS. THE CONTRACTORSHALLADMT
PERMANENT SEEDING OPERATIONS TO PROTECT AM TO ACCOMMODATE ANY
TEMPORARY SEEDING AND WE AND EROSION CONTROL MEASURES THAT MAY
ALREADY BE IN PUCE WRING THE WORK KRIM
2. AMENSEEDNGMUSTTAKEPUCEOIROFSEASONFORPERMMEWOR THE
ARPROPRUTE TEMPORARY SEEDING SMALL BE DONE AND THE CONTRACTOR SMALL M
RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL
COST TO OMM,
e. µINSPECTION OF THE COMPLETEDSEENNG SMALLM MADUATTHECONCLUSION OF
THE LANDSCAPE VWRI( UPON MARTEN NOTICE REQUESTING SUCH INSPECTION
SUGART BY THE CONTRACTOR TO THE ENGINEER. AT LEAST TEN U 0) DAYS PRIOR TO
THE µTIGPATEO DATE OF INSPECTION,
5, A FINAL INSPECTION WALL BE PERFORMED MEN A SATISFACTORY STAND OF SEEDED
TURF GRASS HAS BEEN PRODUCES UPON WRITTEN NOTICE REQUESTING SUCH
INSPECTION SUBMITTED ES' THE CONTRACTOR TO THE ENGINES AT LEAST TEN (1B)
DAYS PRIM TO THE µTIGPATED DATE OF INSPECTION. IF A SATISFACTORY STANOOF
TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL INSPECTION, NECESSARY
REPAIRS SMALL BE PERFORMED M CONFMMMCE NTH THE REQUIREMENTS OF THIS
SECTION UPON COMPLETION OF THESE REPAVRE. THE SEEMED DRAM SHALL BE
REINSPECTED UPON WRITTEN NOTICE AS ABOVE,
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C, NIBTALIATION'.
1, SEEMM
e) SGWTHESEEDONFRESHLYPREPAREDSOIL ENSUREUNIFORMCOVERAGEBVSM A
CENTRIFUGAL(ROTARY) OR CROP -TYPE SPREADER, µEM LARGER THAN IRA SO. FT. SHALL BE
SEEORDNITH A MINIMUM OF TING PASSMAT THE APPROPRIATE PARTML RATE FOR EACH PASS,
FORAREASAWE GINGGREATER15FT.WDTH,APPLYHALFT11ES DINONEPJRECTNXIAM
THE OTHER HALF AT RIGHT MCCES TO THE FIRST DIRECTION.
B) APPLY STAcTER.TVM F£RTl12ER TO THE SOUL SURFACE FOR MAMPLE U POUNDS OF
S10CU OR S PWND6 OF IO-2S30 PER 1 Bw SQUARE FEET AT THE TIME OF SEEDING.
c) LIGHTLY COVER THE SEED BY )MIA RINSING M MASON. WTH A MAT OR CHNNLMK FENCE.
ROLL. OR TAMP THE MR. LIGHTLY TO FIRM THE SURFACE AND PROVIDE GOOD.E T08OIL
CONTACT,
d) MULCH MASS SEED WITH WEEDEREE SMALL GRAIN STRAW OR MAY APPLIED AT ARATE OF 2
TONGACRE. STAGLUE SMALL AREAS OF MULCH BY ROLLING, WATERING OR TA PONG NTH
ASPHALT TACANG SPRAY. TVANE MEETING CAN BE USED S WIND DISPLACEMENT IS A PROBLEM.
IF APPIED EYUUVAM UOMLY, THESE MATERIALS NEED NOT BE REMOVED IMGERAREAS
SHALLWSTAMILlZ nWASPI4XLTTACMINGSPRAYORTONNENETTWG
D. CL UP µO1NSPECTIM,
1, UPON COMPLETION OF NARK. THE CONTRACTOR SHALL REMOVE FROM THE WE ALL EQUIPMENT
AND OTHER ARTICLES USED. All EXCESS ME STONE, AND DEBRIS SHALL BE REMOVED AND
LEGLLLYM6 EDOFATNOAMInONALCOSTTOTHEPAPER. ALLNCRKAREASSMALLBELEFT
IN A CYAN µD NEAT CONDITION. ALL DAMAGETO EXISTING CONSTRUCTON CAUSED BY
LANDSCAPNG OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE TOM AT THE
CONTRACTORS EXPENSE,
GENERA
1. THE FDLLONING INFORMATION SHALL AS APPLICABLE FOR ALL PERMANENT LAIN SEEDING
PERMANENT LAVM SEEDING SMALL TAKE PLACE WTMN ALL DEVELOPED AREAS OF
DISTURBANCE INCLUDING RESIDENTIAL AA COMMERCIAL AREAS AND SHALL BE REPIACM IN
KIND CF EXISTING MATERW. BV THE CONTRACTOR, µ MPROYEDTURF TYPE TALL FESCUE
SEND SHALL BE USED PER THE CONTRACT WCUMEWS. MENTUCKY 3115 NOT AN ACCEPTABLE
BLEND
2, MEN SEEDING MUST TAKE PACE SUIT OF SEASON FOR
FOR
3. CONTRACTOR SHALL BE RESPONSIBLE FOR UNN MAINTENANCE THROUGH SUBSTANTIAL
COMPLETION. SAM$MUST BEATW%COVERAC£ATWOSTµT COMPLETIONRENEWTOM
ACCEPTED. IF HOT AT ORAL COVERAGE, SUBSTANTIAL COMPLEMON WILL BE DELAYED UMM THE
FOLLOWING GAOWNG SEASON,
9. CONTRACTOR SHALL BE RESPONSIBLE FOR TURF MAINTENANCE THROUGH
SIIBSTAMUALCOMPLETION. SLOPESMUSTMEATPB%COYEMGEATSUBSTANTLLL B. GTEPREPARATION
COMPLETION RENEW TO BE ACCEPTED. IF NOT AT M0%COWFUNCE, SUBSTANTIAL,
COMPLETION WILL BE DEUYEO UNTIL THE FOLLOWNG GROWNG SEASON
O. STE PREPARATION AHpINBTALUTpN:
1. GROUNDCOWIR ALLMTURBEDME.XSSHALLBEDRESSEDTOADEPM MMI
INCHES. THE TOP THREE (3) INCHES SHALL BE PULVERIZED TO PROVIDE A UMFORM
SEEDBED. MMORMARRONTHESITETOESTMLISHAWOOTHMDL WLRNAL
MADE. SOIL PARTICLES SHOULD BE NO LARGER THAN MARELE BIDE. AND PEA GRAVEL
SINE IS EVEN BETTER. AGRIWLTURAL UME SHALL BE APPLIED AT THE RATE OF I
TOWS,QRE IMMEDIATELY BEFORE PLOWING, GRASS SEED SHALL BE APPLIED AT THE
RATES OUTLINED M TABUTS M MD 28.
2 1pl6iO FERTIUDER SHALL REAPPLIED TO ALL CSTURBED MEALS AT A RATE OF
250 LBS.IACRE MULCHING SMALL CDNSST OF SMALL GRAN STRAW APPLIED AT A RATE
OF 2 TONGACRE. MULCHED AREAS SHALL M TACKED WTH AH APPROVED METHOD
SUFIRCYW TO HOO THE STRAW IN PACE AT A RATE O 15O TO200 GALLONS FUR TON
OF STRAW
3. SOME AREAS MAY REQUIRE TEMPORARY SEEDING DUE TO M INTERRUPTION OF NONA
OR SEASONAL RESTRICTIONS AS SPECIFIED IN THE PERMANENT SEEDING SCHEDI0.E,
OR A COFUWAMM THENEO. THESE AREAS SHALL M RE -SEEDED IN ACCORDANCE
WITHTHE PERMAKENT6EECNG 6CMMULE IF TEMPORARY SEEDING I I REQUMEO DUE
TO CONTRACTOR DELAYS, THERE WLL BE NO COMPENSATION FOR THE TEMPORARY
SEEDING, TEMPORARY SEEDING SEB LL M PERFORMED ONLY AT THE DIRECTION OF
THE ENGINEER OR INSPECTOR
1, REMOVE OR XLL ANY UIOESRABU EXISTING TURF OR VEGETATION. HERBICIDE SPRAYING GE
OTHER CHEMICAL TREATMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO BEING USED
BY THE CONTRACTOR. HE PROMPTING TURF OR OTHER VEGETATION IS MIXED NTH THE SOIL
TO BE REUSED, THE CONTRACTOR SHALL USE BEST JUDGEMENT IN REMOVING IT OR
INCORPORATING IT IWO THE SOIL DURING PREPMATgN_
2, IF IDPSOIL WAS HOT USED TO REESTABLISH THE UPPER SOL LIVER AND THE UPPER SOL IS
MAW NTH HIGH CLAY CONTENT, SPREAD 1 S IMMUSS OF AGED MOUND FIRE BORK OR
&A M ORGANIC HUMUS OVER THE AREA TO BE REPAIRED.
3, FOR ALL GRASSES EXCEPT CEWIPEDEGRASS, APPLY PER 1,01a SMARE FEET.
75 PoUNGS O MOUND LIMESTONE AND ONE OF THE FOLLOWING FERTILIZERS.
AO POUNDS OF GM-10: 20 POUNDS OF 1MR-Z0, OR A POUNDS OF 6 -8 OR 1G1610IN
COMBINATION NTH X POUNDS OF OA6M CENTIPEDECRUNES PREFERS AGING SOILS AW LOW
LEVELS OF PHOSPHORDS AND MAY NOT REQUIRE THE ADDITION OF UME AND PHOSPHORUS.
A INCORPORATE LINE µD FERTRJUM (AND NNE BANK IF ADDED)INTOTHE TOP 5 ACHES OF THE
$Far USING A ROTOTILLER OR BY HAND. ROTOTILL OR HAND CULTNATE TO FELL MCGRPGUTE
THE AMENDMENTS µ0 GET A UNIFORM LOOSELY TEXTURES BOUL OF MINIMUM FINCH DEPTH.
5. RAXE OR HPRROATHE SFE TOESTMUM A SM WTH MD LEVEL FINAL GRADE. SOIL PARTICLES
SHOULD BE NO LARGER THAN MARBLE WE AND PEA GAVEL SIZE IS EVEN BETTER, HMO
RAXINGTOaWLTHBOLAIA KWTHµLSMDH0.LOW8 FORMEASLARCMATHMUA
SO FT. ALLOW RUN OR WRIGATE TO SETTLE THE SCIL IN SOME SITUATIONS. THE ENGINEER
MAY REQUIRE ROLLING OR CULTIPACXNG TO FIRM THE SO L BEFORE SEEDING. HAND RAKE
AGAIN TO BREAK UP THE DRUM SURFACE BEFORE SEEDING OR PUNTING.
PINT
2 SEEDED ARM SMALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A UNIFORM
STAND O SPEC4nM GRASS SCATTERED BARE SPOTS NONE OF MICH SMALL N LINGER THAT
ONE (1) SQUARE FONT, WILL BE ALLOWED UP TO A MAXIMUM OF 3%OF THE SEEDED AREA FOR
EACH PROPERTY, LUMEN SEEDED AREAS ARE READY FOR INSPECTION, THE MANTAMED TURF
MEANS GMLL BE NEATLY MONEO TO THE UNIFORM MEHRO OF APPROXIMATELY TM AND
ME.LF D 51INCHES, THE DAWNS SMALL SE CONSIDERED ESTASI2HED ONLY MENTHE
SPECIFIED MASS 12 NGORWS AND GROWNG WELL IN ADDITION TO MEETING THE OTHER
REQUIREMENTS SPECIFIED.
3, AN INSPECTION OF THE CMPLETEO SEEDING SMALL RE MADE AT THE CONCLUSION O THE
UNOSCAPE YANK UPON MITTEN NOTICE REQUESTING SUCH MSPECTICA SUBMTTED SY THE
CONTRACTOR TO THE ENGINEER, AT LEAST TEN TIF DAYS PRIOR TO THE ANTICIPATED DATE OF
INSPECTION
A. A MNLL INSPECTION SMALL BE PERFORMED MEN A BATISFACTORY STAND OF SEEDED TURF
MAN HAS BEEN PRODUCED UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION SUBMITTED
BY THE CONTRACTOR TO THE MO NEER. AT (FAST TEN (10) DAYS PRIOR TO THE ANTICIPATED
DATE OF INSPECTION. IF A SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE TIME
OF FINAL W EECTIW, NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH THE
REQUIREMENTS OF THIS SEGTIW. EE UPON COMPLETION OF THESE REPAIRS, THE SCEO GROSSAL SMALL BE REINSPECTED UPON MOTHER NOTICE AS ABDYE.
WEED SILT FENCE NONE'.
1. MANETHEFENCESTABLEFORTEIDYEARPEN(STORM
RUNOFF.
LAWN SEEDING
Cool -and WarmSeasonGNAUUU
Tm,Mal
Planting Rate H,000s
.N,
L.-Ora.
Plantin, Dabs'
I Sainte`
Sp... PUNWE a
SPIN In a
MITR[cue
MartN I T.Oc1 15
(A 15 to Oci Ionarum)
5
-
-
Tall Mscue/ar-M (*XX
Oct 1510 Mortal
scue
1 rye
3.-rr Xnc(..aNU
Apt 1.A.,. IS
m2
-
B-Na as(w t.)
Apr. 15 to Aug30
5
5
GnUPcAA,nss
MNcn to July
B251c 05O
5
Zo,va,ua
AFT, to JuM
5
5
St ANS-IlM,Ntls
Ap.MJW
5
'NOTE: SUBSTITUTEOBASS SEED MIXTURES MUST BE REVIEWED AND APPROVED BYTNE ENGINEER,
NOTES
1. SOD COISSTING OF COOLSF/SW GRMSES CM M INSTALLED ANYTIMETHE GROUNOI6
NOT FROZEN, SW CONSISTING OF WARM-GEAEW GRASSES CAN BE NSTALEDM LONG M
$GLTEMPERATLREEXCE M55'F(7YPCAUYMMLISTODCTCP£R1).
2 POUNDS OF SEED PER 1,000 ED. FT.
3. SOL YDS. TO TURF CUT INTO NIXON CENTERS TO PUNT 1pW SO FT.
A. BUSHELS O SPRIGS PER 1,w050 FT. U ED, YET OF TURF PULLED APNET A EQUNALENT TO 1
BUSHEL O SPRIGS.
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY. NORTH CAROLINA
NCDEO TABLE 6.620: MAXMUM SLOPE
-ENGTH AND SLOPE FOR MI
SEDIMENT FENIX IS APPLJCABIE
SLOPE
LENGTH (FT)
MAXIMUM
AREA (FT')
< 2%
100
10,000
2 M 5%
75
2,5W
5 TO 1=
50
5.000
10 TO ]OZ
25
2,5W
> 2=
15
1,500
NOTES
1. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING
COMPONENTS OR TO CEEYRWYZE PROPOSED IMPROVEMENTS
TO HIGHUGW SELECTED PRAISED NORK REFER TO CONTENT OF
EACH PHASE FOR USAGE.
2, WE SAM N USING UGMBASED EXISTING TOPOGRAPHY DATA
NOTE:
SEE SHEET CONSIST FOR FULL PROJECT
CONSTRUCTION SEQUENCE AND PROJECT NARRATIVE.
THEE EROSION CONTROL NOTES ARE GENERAL AND
EVERY NOTE MAY NOT BE APPLICABLE ON EVERY
PROJECT. THE CONTRACTOR SMALL COMPLY WTH ALL
NCDEQ S EM AND EROMON CONTROL
REWIRENENTS.
EROSION & SEDIMENT CONTROL PLAN
PHASE IIA2
GENERAL NOTES
FILENAME I GE" 151 CYn SHEET
^�e� OOG-151
SCALE AS SHOWN

F�2
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
round sufficiently so that rain will not dislodge the soil. Use one of the
the table below:
Tmgwary stabiliaadm
PrmrrM SWII¢atla,
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifies
other mukhes and tackif rs
• Hydmseeding
• Geote file fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement naming
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or offer Permanent plantings covered
• Mastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient'to restrain erosion
• structural methods such as concrete, asphalt m
retaining walk
•Rolled erosion control products with grass seed
Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/floccukrnts.
Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculonts and in accordance with the manufacturer's instructions.
Provide pone ing area for containment of treated Stormwater before discharging
offsite.
Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
HpR En9neenna mu.
more carwons
440 5, chwd twee, Suite 10.
Charli NC 211202
Tw.zaear00
N.C.B.EL.S. flame Nunber: FAI1a
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, stare in separate containers and properly dispose as
hazardous waste (recycle when possible).
S. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
S. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty wane containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
S. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless It can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious banner and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front ofthe washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itselfto identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may will or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or m secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/191
Ma{K pAlf DESCRMDON
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
EROSION & SEDIMENT CONTROL PLAN
PHASE IIA2
EROSION & SEDIMENT CONTROL NOTES
0 2 RLENAME .01152.O.vp SHEET
^�I OOG-152
ill AS SHOWN

IIIIIIIIIN
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Anytime when inspections
were delayed shall be noted in the Inspection Record.
Froquerxy
Img6
Items, .1
InepaMMn message mutt IMual
bofinee boon)
(1) fain gauge
Daily
Daily rainfall ammmid,
managed In
If no coley rain gauge mormidicns are made during weekwle or
good worMng
holiday periods, and no IrMiNduaw, morsh information Is
order
available, record the cumulative rain measuremm[ for Moo on-
MhMM do, (aM this will determine If a are inspection is
n.ed.al. Days on whim ,w neutral occurred shall be recrrded as
erThe parmittea nee another neanother mormonimnng desire
ror by Me DNlsbn.
(2) mg:
At least on«per
1. Idectiacaban of the measures mspetted,
Measures
7calendar days
2. Date and time of the inspection,
andwlthm24
3. Name of the person pentrancing the inspection,
hours of a ram
a. Indication of whether the measures were operating
vent. 1.0achin
properly,
za troam
5. Dewiption 0maintenance needs for fnem
6. Descr' tiory mateeerc and date of corrective a siom taken.
(3)So mwaar
At least once per
1. Identification of the discharge oudalls lonesoed,
discharge
loleMardays
2. Me it came of the inspection,
nof.11 lmd,)
and wmmn 2e
3. Names the parson parformlry one inspection,
horn Mann
4. Evidence oforiiotors of go-sumer pollution suN as dl
vent. to initiaIn
mien, aranng or suspended solids or discoloration,
24 hours
s, Indication of Wsible radiationleaW� Me site,
6. Descn lion, announce. antl date of demons, actions taken.
(4)PerimeterM
At leadanm per
NWsihk sofirm,ragon is found outside site limits, Men a record
site
7caMMar days
of tat following stall b, made:
and witltin 24
1. offers taken to dean up or sUblue the orimant Mar has kq
hmind.am
deslteumrca.
ev nd>1.0 inch in
2. Description,Mdense, am date of mrternve actions need, am
2411ows
3. Ad We. as loth occur taken to contra finure
neles-
(SiSheamaor
At lead orce per
If the stream or wetMM has kxreased visible sedimentation or
weaandsoods
7member days
nme. has risiWa inne. turWtldy from Me comtmourn
..0she
and within 24
admor, lhen.-,it M Me following steal be mad.:
Iwhera
hours or a min
1. Description, instance and date of mr,ectne abons taken, and
accsable)
>lainchm
2. Records ofthe reguiretl reports to one appropriate Wvivon
24 hours
Re ioml once er van ll section c lam (z a)d this ermh.
(6)GrorM
Aftereadphase
1. The phase of grashm, bmtalatian of perimeter E&SC
rtabilimbon
dgrading
dreasuars, clearing antl grubbing,noted.on of orm
measures
drainage fanllties, completion of all land46turdng
aMivity, construction or redevelopment. permanent
ground Wool.
2. Dosurn tlon tMt MerepWned ground mollizatlm
measures base been proved within the required
tomebarme or an assurance Mprovided
at they will be as
asce"ems
NOTE: The rain Inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
1. E&SC Plan Docimentation
The approved E&SC plan ad; well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
been m Document
Doctfinenhtfen Requhxnanta
(a) Each E&SC measure has been installed
Initial and date each E&SC measure an a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a ropy of the approved ml
I. accordance with the approved E&SC
plan rcomplete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover Specifications.
Id) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(a) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspectio its made du ring the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request (40 CFR 122.411
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Deveatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
oDR En®nevmO Inc.
the Gnaknac
eat S. Church See. Suite 1000
Mandate NG 2d202
704.3366200
N.GB.EL a.11wnae Number F-0111,
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
is They are 25 gallons or more,
• They are less than 2S gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
le) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-03fs8.
ocanence
Reporting Thadeframes (After Chadayeal and qbn Regurre bens
(a) Visible sediment
_
Within 24 hours, an one or electronic notification.
deposition in a
a wdhfn7 delerdor dens, a report that contains a description of the
stream or wetland
sedimerd and actions taken to address the muse of the deposition .
Division staff may waive the requirement for a Written report on a
case -by -case basis.
• If the stream is named on the NC 3031,11 list as impaired for sectera t-
related causes, the permtte, may be required to perform additional
motional inspections or apply more Scroll practices if staff
determine that additional requirements are needed of assure ramp!ian=�
with the federal or sate impaired-watem conditions.
• YAWn 24 hours, an oral or electronic notification. The notgkador
(b) Din Vila and
release of
goal include information about the date, time, nature, volume and
hazardous
lomtion of the spill or release.
solderer. par Rem
1(b)-(c) above
(c)Anticipated
• A report M kart ten lore before the dad ojthe bypaq 2fpossible.
bypasses (40 CFR
The report shall include an evaluation of ate anticipated quality and
322.41(m)(3))
effect of the bypass.
(d) Unanticipated
a IAAWwy 24 hours, an deal orelectranic ratification.
Impinges [40 CFR
is Wildlife 7 calerdardeys, a report thatincludes an evaluation offhe
II AIhnn)(3)l
q.Idyandeffectofinebypass-
(e)Noncompliance
• WTh1n 24 hours, an oral or electronic ratification.
with the conditions
• WltfNn 7 anchor all a report that co mo s a description W the
of this permit that
noncomphance,and its woos; the period of noncompliance,
may endanger
including exact dates and times, and K the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
emironmem(40
continue; and steps taken or planned a reduce, eliminate, and
Cfft 12241(IK7))
Prevent reoccurrence of the noncompliance. 140 CFR 122.41(Ij(6).
• Division gaff may waive the requirew requirement for a mten report on a
case -by. basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
PROJECT MAFUOER MWE M. ME1ER
gf6ELT ENGINEER DANG BNul PE
DESIGN ENGINEER WEa 7101, PE
DRAWN BY JENNFER PALONL En
DRAWN BY. COB RUpaILL
4 09JNR022 Mcli REVISEDSWITTM
DRAWNBy PRANCES aADLER, el
3 Weta NCOEO RENEW
2 O3NgF= NCDED Review
BY RO6ERT BAY6DEN. PE
1 02/160022 NCDEO nar4lL SUaMiiK
IaaDE MlE pEECgPINIH
PROJECT NUM®ER t0p6g183
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY. NORTH CAROLINA
EROSION & SEDIMENT CONTROL PLAN
PHASE IIA2
EROSION & SEDIMENT CONTROL NOTES
= FILENAME 00G153ah 6XEET
SCA,E A6aNDWla OOG-153

1 1 2 13 14
IROJECT NARRATIVE 3" THE CONTRACTOR SHALL ASSESS THE NATIHtµ POND BOTTOM TO DETERMINE THE NEED FORM
EXCAVATED CHANNEL WRHIN THE FOND BOTTOM. F A NATURAL CHANNEL EXISTS WITHIN THE POND
IS GREEMSOROYANDOLPH MEGASITE FOURCANOININC. IS PROPOSING TO CONSTRUCT A I,WO ACRE PA➢ FOR BOTTOM. THEN THE CONTRACTOR SHALL STAIRLIM TW CHANNEL BOTTOM AND SHOE SLOPES WITH
RUREOEY£LOPMENTINRANDOWIILWNTV, NORTHLAROJNAMEI,OMMREPMWLLWO STOOJLY NAGG12SFAIMC125814, OR APPROVED EQUAL PER CETNL 1NiGMt. GANATUMLGHANNELCOM
AGE GRAINS TO PREPARE UNDFOR POTENTIAL FUTURE DIMLOPMENTWITHN THE APPROXIMATELY 2,000 ACRE NOT EXIST, THEN THE CONTRACTOR SH.LLI EXINNATE A CHANNEL TO ACHIEVE A MINIMUM 2%
MEL THE PARCEL IS BOUNDED BY US ROUTE 421 TO THE MATTE! AM WEST, TROY SMITH ROM TO THE EAST, LONGITUDINAL CHANNEL SLOPE THROUGH THE POND BOTTOM. THE EXCAVATED CHANNEL BOTTM
JD OLD 421 RD TO THE NORTH. THE PROPOSES GREENSBORO RANDOLPH MEWSTM PROJECT A LOCATED IN AM SIDE SLOPE$MAI. BE STABILIZED WITH NAG C125, NAG CIMN, OR APPROVED EQUAL PER
WCOLPH LWNFY,NORTH CAROLINA APPACXNATELY 15 MILES SOUTHEAST OF GREENSBORO AND WnMN THE DETAIL IMIC-I
WE FEAR RMA BASIN. 4, REESTABLISH YESETATNE LOVER ON REMAINING DISTURBED AREAS VATHIN THE WORK LIARS.
M MASS GRADING IS PROPOSED TO BE PERFORMED IN MULTIPLE PHASES PHASE R AI- EARLY GRADING PACKAGE ONCE ADEQUATE COVER HAS BEEN REESTABLISHES, REMOVE THE ROCK DAM AND RESTORE
iONON CONTROL MEASURES ARE TO REMAIN AND BE NNNTAJNED THROUGHOUT THIS PHASING UNTIL REQUIRED VEGETAMAE COVER TO AREAS AFFECTED BY ROCK DAM REMOVAL
) BE PEMDYED. THE NEXT PHASE, REPRESENTED ON THIS PHASE II A2-CRAONO PACKAGE. PROPOSES TO MASS
iADE THE SITE AND ESTABLISH A MOLDING PAD ON THE NORTH WEST MSE OF THE PROPERTY. ROCK 5. INSURE ALL OSTURSED AREAS ORE RESTORED TO A COWER TYPE NOT RESULTING IN SOL EROSION
OU JLNTERED DURING EXCAVAINI TION L BE CRUSHED FOR USE AS AGGREGATE BASE OR$LASTED AND FROM THE WORK AREA
iOCESSED FOR THE FILL AREAS TO THE SOUTH AND SOUTHWEST. THIS PHASE WILL EROSION D, CONSTRUCTION SEQUENCE FOR%LERM W THE STREAM.
LM LI INCLUDE osO
JMROLMEASURES INPACE. CONTRACTOR
WILL
SEDIMENT PONDS 0NTHE OOFTE. ONCE THE INITIAL EROSION 1, CONWEED, IDEN i ADHERE TO THE 401 STREAM 40AWET PERMILANDS, MPONFROM AREAS OS T0.PSOETOBEERSA"D
LASURES AREH PLACE.WD401& AN PERMITOADE FROM HEULS,E ONES OF ENGINEERHE PONDS SAND MOBIL WETV.N06 NENTIFY TEAS OFLLAgEA6O STTWEE STEWISP R FOND AREAS EMIXED TO THOSE HAT
ATAREPER WITH FPTER FABR184W PEINTALLE T"EUSOTTO OF THE EXISENG SREWAEAS $ IDENTIFY TO BED IF TRANSITIONDTMEET
NERMIT REPEREMENTSOPF REMOVED ANDTXOSE THAT
JCEFILLED WITHAMC FILTERDURING
WILL NINSTALLEDAT THE ROCK UNDEFORAINSARGSTREAY AREAS TNAi ARE ORE NOT TO BE DISTURBED TO MEET THE PERMIT REQUIREMENTS
)SE FILLED DURINGTRCRY CTOR MAY BEGAN FILLING
IN THE ARESP PER
THE 4INSTAUFDPER THE 3 WON TO FILLING IN STREAMS, CONTRACTOR TO ENSURE A DRY' CONDITION AS PER THE b1 AND
NMIT HMCA-EMEMS,THECO"TMCRACMAY BE GIN BRING
TO AREAS PER THEb111TH WEPERIT MR THE
THE
ANSOMC4 SPEURREAkSISTONETOTHE THE TO SUTHWETIAND EAST OF BE AND ROWNSTABILIOMMAD AW NE"E MEMANPERMIT REAS$ OF MEANS FPUPINANDIOE REFMOPUMP NLOFWATERINRENDS EDETRILS AND
UKE THE
UT MATERIAL
OSTUfl THEBOI"ET"ESOAREA. AS AND EASTOFBROWNSMFAOO THEM
FILL AREAS, THE WETLAND HEASBY MEANSOFP PUMPING
GOFW PER N PUMPING
REFERENCE DETAILS AND
1KETXECUTE COMPACTED TO THE FINAL PAD GAJOE ASCUTMATERIALISM INCLUDEIED TWO(2)FILL ADDITIONAL
THE NOTES HOUND BE PERFORMED
PUMPINGDI WED ANDARCOS OF NG MOUND,
kYEAFAGIGWILL BECOYPAOTEDTANIMPLPLPAD GRME. TMSPHEMIDDWILL WESTECWOORTION FTHEW A 4. WORKSHOULDTHAT CAN BE MANAGED
GN A REASONABLE
PERT DPURSUANTMATHER TO THSHOULD E
FAGINGUYDOWN AREAS: AR")
OF THE SEE
ME OF TROY
SMITH
PORTION OF THE WE AND LOURED AREAS THAT CAN BE MANAGED INARFASONABLE TIME PERIOD PURSUANT TO TXE400
FAdNGUYCONH ARE4 ON THE EARL BIDEKME BITE OFF OFTROY SNITX ROAD. R T.
:ONSTRUCTION SEQUENCE 5 COMPLETE CLEARING WO GRUBBING WITHIN THE STREAM BED ORSOMY IN FRONT OF ROCK
UNDEROAMN SYSTEM INSTALUTION. WORKTO M PERFORMED IN A MANNER TO UMIT THE MCUM
M IS A SPECIFIC CONSTRUCTION SEQUENCE FOR PHASE 0 A2 OF THE GREENSBORO RANDOLPH MEGASITE OF EXPOSED NARK AREA. '
FO1ECT. THE PROPOSED WORK REQUIRES AN APSES CONSTRUCTION STORMWATER PERMIT FROM THE STATE OF S. ONCE THE AREASIDEMIIIES FOR FILL HAY£ BEEN DEiWTEREO AM ARE IN A DRY CQXWION,THE C
MTH DANGERS THIS NARRAPYE PROMMS AN OUTLINE OF MEASURES REQUIRED TO PREVENT SEGMENT UMN COMPACTOR MAY SPUN APPLNG YITHE MCHHE%PLE USSR FOR THE ROCK UNDERMI.M. AIN St
FOMWATER FROM EXITING THE PROJECT PHASE UNIT OF OSNRBANLE(LWL THE CONTRACTOR IS REWIRED TO BE PLACED IN, Q
J TAKE ALL NECESSARY MEASURES, WHETHER SPEORFICALLY IDENTIFIED HEREIN OR NOT, TO COMPLY WIT-1 NORTH A`
>. CONTRA CT OR TO'PROYIDETAIL
GLEAN STONE WAGE OEOTEXTILE FABPILAND FILLAYIN. 2'K2'AREA A6 G
MROUNAC I9AM PERMIT
6TORMTHERSCORPS OFE6,LOMRACTDi TORENEW ANIDAWERE TO THE SHOWNINTNEONS p
MENTOGENER L ROSIO AND EDIMEN CONTR FENTES ON HEFTAND MIEQ. S. CTO THE RORTOWR.NC£IN.THEIR CKUNUENAROUND THEL NOW SERYS TO ASS MY FOR
CF 8OL 0
MEN TO GENERAL EROSION AND SEDIMENT CONTROL ROTES ON SHEET 000I51.TNE PIANOM`MHGG AND INTO THE ROCKI TO FLOW GET
SERDRNNYMLL MIND FILED AND TO FOP THE m
Ru 5
EXISTING STREAM TO FLPNOJT FROM THE SITE VA9LERIS SFJNO FILLED AND TO ALLOW ANY O.
INITIAL CONSTRUCTION SEQUENCE GROUNDWATER ENCOUNTERED TO FLOW CONTINUOUSLY THROUGH THE WE MeQ
1. THE PACKAGE IS A CONTINUATION OF THE PHASE Y AI- EARLY GRADING PACKAGE. EROSION CONTROL B. ONCE THE ROCK UND DPJAN IS IN PUCE THE CONTRACTOR MAY BEGIN TO ADD%LL PER ME AM Z
MEASURES FROM THAT PHASE ARE TO REMAIN IN PUCE AND OPERATIONAL UNTIL A FUTURE PHASE DICTATES AND AN PERMIT REQUIREMENTS AND THE GEOTCECHMUL SPEOFICATION6. Q
THEIR NEMO , SUCH AS NEW GRADING SHOWN IN THE AREA. 10, COMPLY WITH THE FOLLGMNG CONSTRUCTION SEQUENCE FOR EACH CONSTRUCTION %USE'.
2 PRIOR TO CON Y ENLEM ENT OF ANY UND DISTURBING ACTMTY, THE EROSION AND SEGMENT CONTR L IDc GRUESSNG SHALL BE PERFORM ED DURING PREDICTED PERIODS OF DRY WEATHER.
(EB )PERMIT FOR THE PROJECTMUST BE APPROVED BY HOMES AND RECEIVED BY THE OYWnL A 10d. THE CONTRACTOR SHALL CLEAR AREAS TO INSTALL ASSOOATED- CONTROL MEASURES,
PRE-CONSTPVCilO1 L0NFERENCE 6HAll P£XELD BY ME CO"fMCTORWfTX HCDEO WiIOR TO ANY&TE R... ME CONTRACTOR SHALL CLEAR.. GRUB ONLY THE IMMEDIATE AREA TO INT. THE ROCK
NORK OR GSTERBWCE. UNSEROVJN
J UMRS OF DIST URBANLE(LOG SHADL SE IDENTIFIED IN THE FIELD NTT MARMNGS T FIAT CAN YWTXSTAND IDS THE C OMRALTOR SHALL INSTALL THE ROCK ON MADIGAN IN THE GLEAMED AREA.
CONSTRUCTION ACTMTY FOR THE DUMTION OF ME PROJECT. THE CONTRACTOR MAY DELINEATE USE%SOR lCe, ME CONTRACTOR SHALL INSTALL THE MINIMUM FILL OWER TOP OF THE COMPLETED RICK
TO ONBWRGNG IF AMONG REQUIRES NO LAND DISTURBANCE, WRING THIS PROJECT, NOE%CAVATIOIOR U.N.
LAND DISTEAMNG ACMATV IS ALLOWED OUTSIDE OF FEE LIVE OF DISTURBANCE AS SHOW ON THE PLANS 10R ME CONTRACTOR SHALL REPEAT VERB IRJE-16q ASONE UNTIL THE LINDERDRAIN IS
FOR THIS PROJECT, L EMEED IN THE CURRENT STREW REACH.
4. ONCE THE LED HAS BEEN IDENTIFIED, INSTALL ALL PERMETER EROSION AND SEMENT CONTROL SPACES.
PERMETER DEICES INCLUDING THE CONSTRUCTION ENTRANCES. TIME PROTECTION FENCE, TEMPORARY E CONSTRUCTION SEQUENCE FOR REMAINING SITE.
SILT FENCE NET FENCE STONE OUTLET 6, AND CLEAN WATER CRONES TO BE INSTAIMD PRIOR TO i. PERFORM REMAINING CLEARING REQUIRED WITHIN T HE UNITS OF GBTVRBANCE,
CONSTRUCTING SEDIMENT BIASINS. PERFORM QUISFUNG ONLY AS NEEDED FOR PERIMETER DEICES. 2. BEFORE EARTMW)RK OPERATIONS RE" CONTRACTOR TO CONSTRUCT]IIHAUL ROAD ALONG THE
CONTRACTOR TO INSTPIL MAP S IN PHASES IN WHCH NO EARTXPCRK MAY MON UNTIL ALL SMP'S WE EAST SIDE OF EXISTING BROVMS NE ANN RD AS THE ONLY NAME ROOM TO TRANSPORT
INSTALLED WITHIN THE LSD. EXCAVATED EARTH AND ROCK SOUTH TO THE DESIGNATED FILL LOCATION.
5. CLEAR TREES AND BRUSH TO ALLOYI FOR THE EXCAVATION O BAIRNS TO BE IMPLEMENTED 3. CONTRACTOR TO FILL IN AND REMOVE ANY PREPWS PHASED SEDMENT BANE.
L TEMPORARY CULVERT CROSSING MAY SE IMPLEMENTED AS REQUIRED PER THE 401 AM 4M PERMIT FROM 4. EXCAVATION OPERATIONS NET INVOLVE BARNETE AND NONJNPPAMF POCK IF NONRIPPABLE
PE US CORPS OF ENGINEERS AND NCDED, CULVERTS TO BE SUED AND INSTALLED DURING DRY ROCK IG ENCOUNTERED, THE ROCK WILL NEED TO BE BUSTED TO EXCAVATE ROCK WILL BE HAULED
CONDITIONS ONLY, THIS INCLUDES BUFF IS NOT LIMITED TO PUMPING AROUND OF WATER FOR CULVERT TO THE DESIGNATED ROCK CRUSHING OPERATION AREA FOR AGGREGATE BASE OR ROCK TO BE
NUALUTIOY, SEE CETML I, SHEET 0ICLM5 AND OLTML 5, SHEET 01C-RAC CULVERTS WILL W UIN2ED FOR A PROCESSES AND MEET STANDARDS FOR PUDOG AS STRUCTURl- FILL BEFORE HAWNG AND
UNITED TIME TO GNN ACCESS" CLEARING AND UNDERCOUN WRITALLATONS. FUSING IN THE DESIGNATED FILL AREA TO THE SOUTH ALONG BROWNS MEADOW RO.
IF FOR CROSSING AT STREAMS FOR HAUL MASKS)ACCESS, CPVTRACTOH TO ASIDE BY THE AF%ROWED 4011404 5 DURING THE FILL PLACEMENT PROCESS. GWERNOW ME TO BE MMNTMNED ALONG THE TOP OF
PERMIT FROM THE U.S. CORPS OF ENGINEERS AND MIES. FLUOR TO INSTALLING THE PERMANENT CULVERT FILL STORES AND DIRECTED TOWARD SEEM WRMNS AS ADOPTED IN THE PLANS, THESE MEASURES
CROSSING, CONTRACTOR TO PROOM A DRY CONDITION AM IN WHICH THE STREW MUST NOT SE IMPAIRED BY SHOULD REMAIN IN PUCE UNTIL THE NEXT PHASE OF THE PROJECT,
WATER, REFERENCE DETAILS IQ IC45II5 AND SWO-006 PUMP AROUND DETAIL E REQUIRED. 6 RUNOFF FROM THE AIMING PADS AND OTHER REUTINLY LEVEL AREAS SNOODS NOT BE ALLOWED
I. CONTRACTOR TO INSTALL SEDIMENT BASMS PERUSE Y A215 BROKEN INTO TWO(21 DISTINCT DRAINAGE AREAS TO SHEET FLOW DYER FILL SLOPES. CONTRACTOR TO MMMAN DIWPRSNINS MANS THE TOP OF
IN WHICH EACH AREA HAS FOUR (A)TEMPOR.WY SEDIMENT BAIRNS M ORDER TO WORK IN BOTH THE CUPS FILL SLOPES AND SLOPE GRINS DURING THE PILL PLACEMENT PROCESS. THESE MEASURES ARE TO
AND FILLS. REMAIN IN PLACE UNTIL THE ELL STORES NAVE BEEN ADEQUATELY SUBW2ED MTX ESTABLISHED
R ONCE SEDIMENT SASNG ARE INSTALLED AND OMRATONM, CONSTRUCT DNERMON DRONES WITH ROCK WEGETATbN PER NCDEQ REGULATION G6. 113Afi7(2).
CXECKD ST000"VEYO MFLOWSTONARDSTWE NSABINOLATED FILLINALLEJUSENGSEGYEW ], ALL EXPOSED DISTURBED AREAS MUST BE STAAUGE. WITH GROUND GAYER WITHIN 11 CALENDAR
BASIN(S)SR WlRMFROMPRENOI SESTOCMN UCTDWRMONGTCHESTONEWIN6T D DAYS FROM THE LAST QUID OSTURSNG ACTIATY. ALL SLOPES OW ER 30 FT IN LENGTH, PERMETER
MEOMENTBASINS. NWS. MALES, OUCHES, AND ML GROPES STEEPER THAN 3:1 IN VL S"LLL BE STAMIYEO WITH
10. MWROENANCE OF GENRE FIT AND EROSION CONTROL MEASURES Al UST CONTINUE THROUGHOUT ME PHASE 11 GROUND COVER WITHIN CALENDAR DAYS FROM THE UST LAND DISTURBING ACTMTY.
A2 PLANS AND REMAN UNT L FUTURE PHA6EM ARE IMPLEMENTED TO REM OW THE E ROSIN CONTROL 8. MAINTENANCE OF SEDIMENT AND ERMOJ COR OL MEASURES MOST CONTINUE THROUGHOUT
MEASURES. THE PHASE II A2 PUNS AND MANY UNTIL FUTURE PHASES ARE IMPLEMENTED TO REMOVE THE
11. PERFORM REMAPWO SEARING RECURRED, PER THE 40A PERMIT, WITHIN THE UMIT60F DISTURBANCE. EROSION CONTROL MEASURES,
PURSUANT TO THE 404 PERMIT, CLEARING AND DRUBWG MUST OCCUR IN SECTIONS AND CAN REASONABLY 0. WHERE CARING TO FINAL 6UBGRADE ELEVATION FOR PAVEMENT AREAS SCARIFY THE TOP i FT OF O
ME EXPECTED TO OCCUR PRIOR TO WORKING IN EACH SECTION TO ENSURE WMP-AROUNDS ARE M PUCE SUBGRAOL AND RECOMPACT SOLE TO MN OF STANDRD PROCTOR.
AND OPERABLE TO MNMMN DRY WORKING CONDITIONS AND TO AMD DIRECT STORNWATER RUNOFF INTO IS
LNPROTECTED SECTIONS O THE STREAM THE LOCATION OF SOME O THE EROSION CONTROL DEUCES MAY FUTURE REMOVAL OF UYGEMN I STAMENS AREA 1, 4, d] -C STRUCTION SEQUENCE W
NEED TO BE ALTERED FROM THAT SHOWN ON THE AINYMMO PEWS IF DMJW.GE PATTERNS DURING T UYDRMNISTAGING AREA I TO REMAIN UNTIL ALL PHASING IS COMPLETED FOR THE MMW GRADNG�y
CONSTRUCTION ARE DIFFERENT FORM ME FINAL PROPOSED DIAGRAMS PATTERNS. IT IS THE CONTRACTOR'S PROJECT.
RE6PONySUTY TO ACCOMPLISH EROSION CONTROL FOR AIL OWNAC£ PATTERNS CREATED AT VARIOUS W
STAGESWRINGDONSTRUCTION. 2. REMOW17 OF ABC SCONE AND FAIL OFF SIRE WHITE USING THE STOCK%LED FILL OF OHSITE iO Z
PEPUCE MJD fRRADE UYDOPN ISTAONO A0.FA 1, 4. S ] BACKTO EXISTING GRADE SITE TO BE
. COMITRUCTIO4 SEQUENCE FOR POND CEWATERING. - J
PERMANENTLY END
I FLAANDSTAMLIM
3. AQUALLSILTFENCEA6 REQUIRED TO KEEP OSTURSFO AAEA FROM E%RMG THE LOD OR ENTERING NEARBY 3. ATPROJECT TATIE OF THE LWN 16TAOXGAREAS ECTION WILL
M MOMBRTNCDEQ. TO THE ALBY Q
AQDTIL RESOURCES, ANY EROSION CO OF THE WNDOVMTR' SECTION HILL BE REOIIMRED PRIOR TO THE REMOVAL O
4. GORPATIMTOflTRIS nCiOR f ATER THEEDTOM PONDUWILTM$OCR AS BYSIPHONING THROUGH NORYMDRAMANAGEONCETH ANYEROSIONCONTROLMAND MME
OUTLET
BOTTOMOPTHEP IN IS REACHED,
SELLEANVMILEM BOROMOFT"E TO ENS RE WATER
ONCEAN 4, REMOVE THE SMMMER(6)AND OUTLET%PE131 REMCMPUSHED
SHEDI WARDS TO UNDERCUT SLOMS AN HAUL
BOTTOM OF THE POND IM PEACHED,AFILTRATION SYSTEM WILL BE UTNZED TO ENSURE YMTER IS CLEAN SOFFSITE TRAMUNAD NAMMER PERMANENT
SEEM MEOWS,SHALL MET FENCE TO
OIREMAIN RCANDT E LOWER
IERSIDEAND
ENOUGH TOS AS NECESSARY
FORMER
WR"PERMANENTGEEGNGSLTFENCETO RESIN APOUNO THE LOWER SIDE OF THE
S. CLEMAREAS AS NECE88ARY TO ACCESS THE Pd1O DM. FORMER BASIN AREA UNTIL YEGETATIYE 6TASL12AilOJ IS IN PUCE.
S $EEO AND STANUM THE FORD BOTTOM ONCE R HAS SEEN DEWATERED. 5, AFTER 6TAMIJZATION, ALL PRISON CONTROL MEASURES ARE TO RE RE MOVED
. CONSTRUCTION SEDUENCE FOR DAM BREACH: S CONTRACTOR TO IROWDE NOTICE O TERMINATION REQUEST TO NODDED UPON COMPLETION OF
1, INSTALL A ROCK DAM PER PLAN ROCK DAM SHALL BE IMMEDATELY DOWNSTREAM OF THE PROPOSED DAM THEPROJECT.
BREACH LOLATILM, NOTE: MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES MUST CONTINUE UNTIL THE WE j �A
2 AFTER INSURING NO STANDING WATER 19 IMPOUNDED BEHIND THE EMBANKMENT, REMOVE THE POND IS PERMANENTLY STABILIZED AND ME CONTROLS ARE REMOVEO. L
EMBANKMENT PER POW -&LIKES OF SARI BREACH SHALL BE A MAXIMUM OF 2:1 AND SHOULD BE STABW2FD
IMMEDIATELY WITH NAG CM HAS CIMM, OR APPROVED EQUAL EROSION CONTROL MATTING PER DETAL
1N1 CHM, ALL OUTLET CONTROL STRUCTURES AND AAWOMATEO DOWNSTREAM WE SAL BE REMOVED
YHM THE DAM BREACH,
F)l
HIM Enp RNMAY, Inc.
ITe Cardlnee
440 S. Church Street SuM 10IS
Cherbeq NO 25202
]04.13SE7M
N.CH.E.L.S. Ucanse Nunna: F41M
PROJECT ENGINEER
DERLGI4 ENGINEER
DAND BALER, PE
ORES TE RIEY. PE
DOMAIN BY
JENNIFER PALOM, ER
CRAAN BY
JACOB RUDISILL
♦
03MIAII
SCSI RENAMED BUY4TTALRENA ED BWAITTAL
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DATE
OE6ORADON
RIMlBOTNWl1
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ENTRANCE OFF OF
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(SR-100(i)
PROPOSED TRANSMISSION
RIGHT-OF-WAY
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` LAYDOAIN I STAGING
CONSTRUCTEDIN PHASE ZAI
LAYDOWN I STAGING AREA 1
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TREES TO BE CUT AND ENTRANCE OFF OF OLD US 421 (TO BE
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8
LAYDOWN / STAGING AREA 2
CONSTRUCTED IN PHASE 1
LAYDOWPJ I STAGING AREA 5
CONSTRUCTED IN PHASE 2Ai _ D
_ -LAYDOWRJ/STAGING AREAS- _
Wm CONSTRUCTED IN PHASE 1 -
___
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200' DUMP ENERGY\'
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6
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i� �O��pfE55]D PHASE II A2
xtlFR N ;, o CONSTRUCTION SEQUENCE
Nro2p� � � 8 GREENSBORO RANDOLPH MEGASITE
< RANDOLPH COUNTY, NORTH CAROLINA ^ 1 FILENAME °DG-'=~"'"'6 B"E�
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PECIM CENATERWO SEQUENCE FOR PHASES R2 OF THE GREEN$BORO RANOpPH MEWSRE
REFER TO GENERA. EROSION AND SEDMENTCONTR0.NOTE8 ON SHEET DESIST, THE PLAN
TANG DETAINS.
1, AREA,
11, POW1 AFTER FURTHER MNfl4WTH HDR, THIS ROAD WLL-WLY BE REMOWO FROM THE
EROSION 6 SEDIMENT CONTROL PLANS PHASE N At PWIS ANDWILL NOT REQUIRE DEWATERING,
AREA 2
21. POND 3. AMES FARE DETERMINED THAT ACCESS CAN BE ATTAfEO WITHOUT ANY CLEARING AND
GRUBBING. AMES OWNS WILL ACCESS THE POND ON FOOT TO DEWATER THE POW. THE TOM
WLLSENSCHARGEDTOITSEAp WGORANAGEPATTERNTOWARDSPONDW, AYESWLL
REGULATETHEFLOWWTHTXEPUMPd THEVALVEONTHEAPI ,
22 PONDW'. AMEB HAS OETERMINEO THAT ACCESS CAN BE ATTAINED NA THE NPI WORK LIMITS
WITHOUT ANY CLEARING. MO GRUBBING. WALE ACCESSING THE PORF. AME$ OWNS ABLIT
TEMPORARILY TANS COWN THE GULF FENCE TO GAIN ACCESS WTH A PICKUP AND MATERIA&
ONCE $ET UP IS COMPLETE, THE SALT FENCE W LL BE RETURNED TO ITS EXISTING QCWTK N, THE
POND WILL BE DENMTEREO TO TXEEXSTINGgi NAGEPATTERNTOEXISTINGPOND5. AMESWLL
REGULATE THE FLOW WITH THE PUMP OR THE VALVE ON THE WHON. CREWS WILL UTILIZE THE
EXISTING WATER IN THE POND AS N ENERGY OISSN'AT10
EE PONDS: AMESMA$CETERMINED THAT ACCES$CM EATTANEONA THE APT WMAUMR6
WTHOJTANYCAEARWGANDGMYMNG, WIILEACCES$INGTHEPOW.AME$CREWSWLL
TEMPORARILY TAKE DSNH THE MET FENCE TO GAIN ACCESS WITH A PICKUP AMC MATERIALS
ONCE SET UP IS COMPLETE, THE SLY FENCE WILL BE RETURNED TO ITS EXISTING CONDITION, THE
POND WILL BE CEWATERED TO N6 EXISTINGDRAINAGEPATTERNTOWARD$PONDS AMESWLL
REGULATE THE FLOW WITH THE PUMP OR THE VALVE ON THE SIPHON
2.4. PONDS: AMESX MTERINNEDTHATACCES$CANBEATTANEDWTHEWPIWORKLIMRS
WITHOUT ANY CLEARING AND GRUBBING, WHILE ACCESSING THE POND, AMESCREWSWLL
TEYPORARILY TAKE DOVMTHE SILT FENCE TO GAIN ACCESS WITH A PICKUP AND MATERIALS.
ONCE SET UP IS COMPLETE, THE MLTFENCEWLLBERETURNEOTORSEXISTINGC UDMTHE
READ WILL BE MWATERED TO ITS E%ISi1NG DRAINAGE PATTEIIN. AMES WIl REW1ATETHE FLpV
WITH THE PUMP DR THE VALVE ON THE SIPHON.
AREAS
31. REMIT DEIWTEROWETHEEROSION6SENMENiC TRMPUANSPHMENA PIANSME
APPROVED.
I AREA
Al. PONOT. WESHMMTERMINEOTMTACCEMCMN ATTNNEOIMTHENP+WORKUMR6
WITHOUT ANY CLEARING AND WIDENING, WXTE ACCESSING THE POND. AMES CREWS WLL
TEMPORARILY TAKE DOVM THE BUT FENCE TO GAIN ACCESS WTH A PICKUP AND MATERIALS.
ONCE SET UP IS COMPLETE, THE SET FENCE WALL BE RETURNED TO ITS EXISTING CONDITION, THE
POND W LL BE OEWATERED TO R$ EXISTING ORANAGE PATTERN TOWARDS PEND 15. AMES AL
-
REGULATE
REGULATE THE FLOW!WITH THE PUMP OR THE VALVE ON THE SIPHON, AMES WILL REGULATE THE
FLOW WTH THE PUMP OR THE VALVE ON THE SIPHON TO LIMIT THE ORAWIOWN OF THIS POND TO
APPROXIMATELY IFT DAILY SO IT DOES NOT COMPROMISE THE STABILITY OF THE EXISTING MM
EMBANKMENT_
a.2. POND
APPRO EDE: DEWATER ONCE THE EROSION S SEDIMENT CONTROL PUNS PHASE R A2 PLANE ME
-
aS POND IS:AMES HAS DETE RAINED THAT AC DEAN CAN BE ATTAINED NA THE VR I WORK LIMITS
WTHWTAMYCLEARINGANOGRUPPNG, WALE ACCESSING THE POND, AMES CREWS WILL
TEMPORARILY TAKE DORM THE SILT FENCE TO GAIN ACCESS WTH A PICKUP AND MATERIALS.
IX ESETUPMCOMPLETE,THE$ITTFENCEWLLBERETURNEDTORSEXISTINGCONDITION THE
CREW WLL UTN12E THE EXISTING CUTLET STRUCTURE AND PIPETO DISCHARGE AND DISSIPATE
FLOW AMEB WLLREGUUTE THE FLOW WTH THE PUYP OV THE VALVE ON THE SIPHON TD UMR
THE ORANIMM OFTMS PONDTO APPROXIMATELY 11 ONLY SO R DOES NOT COMPROMISE THE
STABILITY OF THE EXISTING CAM EMBANKMENT. DOE TO THE VOLUME WITHIN TONS POND, M1&T1PLE
DEWATERING SYSTEMS MAY BE USED TO DRAW DORM THE ROAD.
TC FOND IS. AMES PAS DETERMINED THAT ACCESS CAN SE ATTAINED NA THE ART WORK LIMITS
WRNWT ANY CLEARING AND GRABBING. MAE ACCE99NG THE POND, AYES CREW$ WILL
TEMPORARILY TAKE SILT THE LT FENCE TO GAIN ACCESS WTH A PICKUP AND MATERIALS.
ONCE SET UP IS COMPLETE, THE SILT FENCE WILL BE RETURNED TO ITS EXISTING CONDITION. THE
POND WLL BE OEWATERED TO ITS EXISTING ORNKNGE PATTERN TOWARD$ POND IT. AMES W LL
REGULATE THE FLOW WTH THE PUMP P THE VALVE MW TXE MPHON.
AS PONDIT AME$XASMTERMWEOTH TACCES$GNWARA EDNATHENPIMRKLWITS
NTTXOUTANY CLEARING AND GRUBBING. WHILE ACCESSNG THE POND, AMES CREWS WILL
TEMPORARILY TAKE DOWN THE SALT FENCE TO GAIN ACCESS WTH A PICKUP WHO MATERIAL.
ONCE SET UP IS COMPLETE, THE SET
FENCE WILL BE A TUNEDTO ITS EMITTING CONCRION, THE
POND WILL BE DEWATEREO TO ITS EXISTING DRAINAGE PATTERN.W ES NETREGULATE THE FLOW
WITH THE PUYP OR THE VALVE ON THE SIPHON TO DENT THE DRAWDOWI OF THIS FOND TO
APPROXIMATELY+FT DAILY SO IT DOES NOT COMPROMISE THE STANLEY OF THE EXISTING DAM
EMBANKMENT. THE EXISTING DRAINAGE STRUCTURE AND RIPRAP WILL BE UTILIZED TO RELEASE
AM DISSIPATE THE FLOW DOWNSTREAM. DUE TO THE VOLUME WITHIN THIS POND, MULTIPLE
DEWATERING SYSTEMS MAY BE USED TO DRAW DOM THE POND.
E. AREAS
El, POAVI3: AMES HAS DETERMINEDTHAT ACCESS CAN BE ATTAINED TO THIS POND WITHOUT ANY
CLEARING AND GRUBBING, THE POND WELL ME DEWATERED TO In EXISTING ORANAGE PATTERN
TOWARDS POND 14 AYES WILL REGULATE THE FLOW WTH THE PUMP OR THE VALVE ON THE
SIPHON.
W
EDTHAi POND WITXWTANY
52 PONDN AND
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BESSCANBEARO ITSEATMS
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SHEETS NOT USED
PERMANEMNETLANOIMPACT
allaffM
PERMANENT STREAM IMPACT
PROPOSED MINOR CONTOUR
MUMMOM TEMPORARY INETLAND IMPACT
TEMPoR/JtY STREAM IMPACT
FFMCHNEO MAIgW CONTOUR
HIM Enpimem131nc. PROJECT ENGINEER WIND BIGGER, PE
f We CMdNlec DESIGN ENGINEER NEE TLIRLEY, PE
��II� DRAMA BY JENMFE0. PA(W.ER
MD S. ClArd1 Street EL, Inca
ORAMM BY JACOB RUDI&LL
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GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
EROSION CONTROL PLAN PHASE II A2
POND DEMATERING SEQUENCING
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PR0.IECT MANAGER HCpE M. NILLEIi, ACP.PNS
HDR Fn9m=�=9ln - PROJECT ENGINEER DAAD BARER, RE „ „�r„ c s` GREENSBORO RANDOLPH MEGASITE
DESIGN N£BTURIEY. PE N�ARp"y ; FOUNDATION
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1
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MATCHUNE-SEE SHEET 010155
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PROPOSED TRANSMISSION
LINE RI011T#-WAY
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RdECT MAMIU EN VICKIE M. WLJER.
PROJECT ENGINEER
DESION ENGINEER
MAD BAKER. PE
NEs TURLEY. PE
4
3
2
1
INIIE
03(4=
OL18RW3
03T5I2022
02113R022
DATE
NCOEQ RENEED SUBMITTAL
NCDEQ RENFN
NODEQREVIEW
NCDEO IMTAL SIAYRT01
DESCRIPTION
DRANMDY
DRAYM BY
DRAY BY
CNEDIff➢8Y
FAOEQI MIYB
JENNIFER PALOM. ER
JACM RI wU-
FRANCES SAMER, Er
ROBERT B4YSOEN, PE
tu0u1B3
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
N
GENERAL NOTES:
1. SEE SHEET 006-151 FOR EROSION CONTROL GENERAL
NOTES.
2. SEE SHEET 000-1M FOR EROSION CONTROL SEQUENCE
OF CONSTRUCTION AND LEGEND. p
3. DISTURB ONLY ENOUGH AREA TO INSTALL PHASE 2A2
EROSION CONTROL MEASURES.
4. ALL AREAS WTHIN LOD TO BE STABILIZED, SEE SHEETS
00G-152 S 00G-153 FOR NCG01 NOTES.
5. MINIMIZE GRADING AS MUCH AS POSSIBLE TO ACHIEVE
MIMMUM 2% LONGITUDINAL CHANNEL SLOPE THROUGH
THE POND BOTTOM. SEE DETAIL=1 C403 FOR IDEAL
POND CHANNEL CROSS SECTION, STABILIZE CHANNEL
BOTTOM AND SIDE SLOPES YAH NAG C125. NAG C1250N,
OR APPROVED EQUAL.
I, MINIMIZE DISTURBANCE TO UPSTREAM AND DONNSTREAM
STREAMSANDNETLANDS,
7. SEE BASIN ENLARGEMENTS ON SHEET 01 C-2W, 01 C-251.
EXISTING NETIAND
EXISTING POND
PROPOSED RIPRAP
ACCESS ROAD S LAYDONM AREA YNIH
FABC BTONE (CONSTRUCTED IN
PRENous PHASES I AND 2AU
_ PROPDGEDLAYDONMAREANITHPHC
STONE
TREE CLEARING AND GRUBBING
EXISTING TRANSMISSION TONER
— LOU —
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE ESTABLISHED
IN PRENOUS PHASE
S —
SILT FENCE
KXK —
PROPOSED MAJOR COMDUR
PROPOSED MINOR CONIDUR
TEMPORARY DNERSIC N SCALE
ter—
TREE PROTECTION FENCE
— DSF
DOUBLE RqM SILT FENCE
EXISTING STREAM
SEDRIENTSAFFLE
50STREAM BUFFER
STREAM TOP OF BANK
— OR
DIVERSION BERM
EXISTING RAIL ROAD
EXSTING MAJOR CONTOUR
EXISTING "OR CONTOUR
®
ROCK CHECK DAM
®
SILT FENCE ROCK OUTLET
-F -I—
DIRECTION OF FLOW
— CO. —
CLEAN WATER DIVERSION SWALE
100 YR FLOODPWN
PUMP AROUND
A� \
YN
POND OE—ERING
ROCK UNDERgU1N
—0
SUPER GILT FENCE
EXISTING PROPERTY UIE
— - - GRMS PROPERTY BOUNDARY
KLY MAY
NOT TO SCALE
EROSION & SEDIMENT CONTROL PLAN
PHASE IIA2- STAGE I
Q - FILENAME 01 ifiO EwP 6HEET
01 C-160
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GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
PHASE II - B
EROSION AND SEDIMENT CONTROL PLAN
(RFC PLAN SET)
PROJECT MANAGER VICICE M. MILLER
PROJECT ENGINEER
MERIN ENCUMBER
DAND BAIER, RE
INES TMLEY, RE
O UNAIN BY
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COG-300 COVER SHEET
COG a01-GENERAL NOTES - PHASENB
COG -30i-NCGOI NOTES -PHASE IIB
O.Z -NCGOI NOTES- PHASE N B
00GJM-CONSTRUCTIONSEOUENCE-PXASERS
OW-305-JURISDICTIONALIMPACTS
O1C-]00-EROACN AND SENW ENT CONTROL PLAN INOE%MAP -PHASE X B-STAGE I
O1Cd03-ERONCM AND SECIMENT CONTROL PLAN- PHPSE II B-STAGE 1
01C-3W-ERO&ON ANO 6EOIMENT CONTROL PLAN- PHASE II B- STAGE 1
O1L306-EROMON AND SECIMENT CONTROL PLAN- PRASE II:_
1
01C MI - EROMON AND MOMENT CONTRA PLAN- % ME II B-STAGE 1
N 01 G309-EROSION AND SEgMEW COMRm PLAN-PHASERB- STAGEI
O1CJ10- FRONTON AND SEDIMENT CONTROL PLAN- PHASE II a_
STAGE 1
®01L-313- EROSION AND SEgMENT CONTROL PLAN - PHASE IIB- STAGEI
01 W1- EROSION AND SEMENT CONTROL PLAN -PRASE 118- STAGE I
01 CJl5- EROSION ANO BENMENT CONTROL PUN- %IASE 118- STAGE 1
01C31 ]- EROSION ANC)SEgMENT CONTROL PLAN - PHASE II B - STAGE t
01G318- EROSION AND SEONAEM CO Ct PUN-PHASE118: STAGE1
O1C-31 S- EROSION ANO SEDIMENT CONTROL PLAN - PHASE II B-STAGE 1
OtG331-FRONTON ANO SEpMEM CONTROL PLAN-PIUfiE I1 B-6TAGE1
O1C-323-EROSION PAID SEDIMENT CONTRA. PLW - PHASE 11 B-STAGE 1
01CJ35-EROAON AND SEDIMENT CONTROL PUN INDE%MM-PIWBE II B-STAGE 2
O1L328-FRONTON AND 6E.MENT CONTROL PLAN-PNASE II B-STAGEi
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
Q01C32B- EROSION AND SEDIMENT CONTROL PLAN -PHASE II B-STAGE2
IT GJ30- EROSION 1 SEDIMENT CONTROL Pl-AN: ABEII B-STAGE2
01 W33- EROSION AND SEO MEW CONTROL PLAN - PHASE II B- STAGE 2
OtCd]!-FRONTON ANO SEDIMENT CONTROL PLAN -PHASE II B-STAGE2
OtG3]5- EROSION AND SEgMEM CONTROL PLAN- PHASE II B-STAGE 2
OtW]8-FRONTON ANO SE0" NTCONTROL PLAN -PRASE STAGE Ot 338- EROSION AND SEDIMENT CONTROL PLAN -PHASE 11 B- STAG E2
INC3W - EROS- ANG SEDIMENT CONTROL PLNi- PHASE 115-STAGE 2
O1C-N2-EROSION AND GEAMENT CONTRM PUN -PHASE II B-STAGE 2
OIG3lJ-EROMAi AND SEDIMENT CONTROL PLAN- PMASE II B-STAGE 2
IN_ EROSION AND SEDIMENT CONTROL PLAN -PRASE II B- STAGE 2
01GH6-EROSION AND_GPJENT CONTROL PUW-PHABE 118-STAGE2
O1G3A}-EROSION AND GEDIM. C.R. PW!-PHASE II B- STAGE 2
2Z- EROSION CONTROL PLAN - PHASE 2B BASIN ENLARGEMENTS
- EROSION CONTROL PLAN - PRASE M BASIN ENL ARGEMERTS
01 C152- EROSION CONTROL PLAN - PHASE 2B BASIN ENLMGEMENTB
01L160-FINAL 6TAMLIIATON PLAN-PHAGE IIB
01Cfi5C TO 01 C69-EROSION AND SEDIMENTOONTRM DETAILS-PNASE II B
OtCJN0592-ROCK UNDERDRNN6 FOR EifI6TIN3 STREMIS
CONTACT INFORMATION
ONMER: TOYOTA MANUFACTURING. INC.
151 ENGINEERING WAY
GEORGETOWN, KY 40324
CONTACT'. APRIL MASON (APRB.MASO"TOYOTACOM)
PHONE: [phone]
ENGINEER. HOR ENGINEERING. INC. OF THE CMOLINAS
MO S. CHURCH STREET, SURE 1000
CHARLOTTE. NO 282M
CONTACT. DANO T. BANER PE I NEE TURLEY, RE
PHONE-. 704.338 6T2A I859 CHFA
CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MAINTENANCE'.
REBECCABRIGW
EMAIL: RESECCABWGHT®TOYOTACOM
PHONE'. 502 6A2.16621859AT3.3831
EROSION & SEDIMENT CONTROL PLAN
PHASE IIB
COVER SHEET
0 T FILENAME 000d00d SHEET
® OOG-300
SCALE AS SHOWN
In

L
J
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURED AND
OEWCEB NECESSARY TO COMPLY WITH THE STANDARDS AM SPECIFICATIONS OF THE MOST.
GRONU DEPARTMENT OF ENW RONMENTµ QUALITY INCDEOI AM APPLICABLE STATE AND LOCLL
LAW AND OR AN CE6, AND PREVENT STANDING WATER WITHIN PROJECT LIMITS, UNLESS
OTHERWISE DIRECTED.
2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROAM IN LOCATIONS SHOWN, IN ACCORDANCE
WITH STATE STANDARDS AND NTH MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND
TREES. CONTRACTOR SHILL RECEIVE MOM APPROVAL FROM ENGINEER BEFORE TREE REMOVAL
FOR ACCESS ROAD CONSTRUCTION WTHIN SD DAYS AFTER CONSTRUCTION IS COMPLETED FOR
WHICH ACCESS ROAD IS USED, AND UNLESS OTHERWISE APPROVED, CONTRACTOR SHILL REMOVE
ALL REMNANTS OF THE ACCESS ROAM AND RETURN AREA TO AS GOOD AS OR BETTER CONDITION,
ADDITIONAL MEASURES TO CONTROL EROSION AND SED MEIN MAY BE REQUIRED BASED ON
CONTRACTORS PRACTICES AND WILL BE EMPLOYED WHERE DETERMINED NECESSARY BY ACTUAL
SITE CONDITIONS
3, ALL MATERIALS SRLLED. MOPPED. WASHED. OR TRACI(ED FROM VEUCIF M SITE ONTO PUBLIC
ROADVMY OR INTO SRAM MORN MUST BE REMOVED. All PUBLIC ROADWAYS TO BE CLEANED AND
CHIMED DAILY FOR ANY pRi THAT LEAVES THE SITE. CONTRACTOR TO CHECK CONDITIONS OF
PUBLIC ROADS DAILY EACH MORNING AND EVENING AND AFTER EVERY RAIN EVENT TO ENSURE
PUBLIC ROADWAYS REMAIN CLEAR OF DIRT AND ANY DEBRIS LEAVING THE MWECT WE
A ALL DITCH LINES DISTURBED WRING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR.
ON ALL NEW OY DISTURBED, MPAWD ITCHES INSTALLAN CMTRM MATTING (NAG WIS0,
SCISSION ON APPROVED EQUAL) ON THE DITCH BOTTOM AND MISS SLOPES.
5, PROVIDE MIT FENCE ADJACENT TO DITCHES AND AT THE TOE OF PILL SLOPES, SILT FENCING BELOW
FILL SLOPES, INCLUDING SEGMENT DAMNS, SHOULD BE INSTALLED A MINIMUM OF 10 FEET OFF THE
PROPOSED TOE OF THE SLOPE. ALSO, PRONM ADEQUATE MEASURES IN AREAS WHERE NATURAL
VEGETATION DICES NOT PRIM A SUFFICIENT BUFFER AN AS DIRECTED BY THE ENGINEER.
WHERE SILT FENCE AND TREE MOT ECTIM CONFLICT, STEP SILT FENCE AT TREE PROTECTION.
B. PROVIDE INLET SEDIMENT FILTER AT µL NEW STORM POSTS. INLET PROTECTION MAY BE REQUIRED
AT EASTMGINLETS IN THE EVENT SEGMENT WILL RUN OWhNSTREAM TO AN EASTOR INLET,
T. PPoM TO COMMENCING LAND USTURBANCE ARIV EY
e. THE LIMITS OF LAND GBNRBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH
STAKES . FENCING, OR OTHER AMRMRNTE MEANS. THE LOCATION AND EXTENT OF ALL
AIRHOPoZEO WD DUCIJA FORCE ACTIVITY MILL BE MMMEATED FORTHE DURATION OF THE
CONSTRUCTION ACTMTY. NO LAND DISTURBANCE SHALL ALCM OUTSIDE THE A➢PROVEO
UNITS INDICATED ON THE APPROVED PUNS.
6. ALL TREE PROTECTION FENDING SN LL BE INSTALLED INSPECTEDANDAPPROVEDBYTHE
INSPECTOR. TREES WTHIN THE PROTECTION AREAS MAY ONLY BE REMOVED WITH APPROVAL
BY THE BISECTOR.
S. COMPLY NTH THE FOLLOWING CONSTRUCTION SEQUENCE FOR EACH CONSTRUCTION PHASE.
e. GRUBBING SMALL BE PERFORMED DURING PREDICTED RESIGN OF DRY WEATHER.
> EROSION CONTROL DEDUCES AND STMMWATER MANAGEMENT DEVICES SHALL BE INSTALLED
PRIM TO ANY OTHER CONSTRUCTION AND WTHIN 21 HOURS OF GRVBMNG, THIS MAY REQUIRE
DRUBMM IN STAGES TO ENSURE SHOWS CONTROL MEASURES ME PUT IN PUCE PRIM TO
RAIN EVENT. THE LOCATION M SOME OF THE EROSION CONTROL DEVICES MAY HAVETO BE
ALTERED FROM THAT SHOWN ON THE APPROVED PUNS IF ORANGE PATTERNS WING
CONSTRUCTION PRE DIFFERENT MOM THE FINAL PROPOSED DRAINAGE PATTERN%. R W THE
CONTROLLING EROSION OWING ANY PHASE OF CONSTRUCTION SMALL IMMEDIATELY BE
REPORTED TO THE ENGINEER.
MLT FORCE SMALL BE MSTALLEO WTHIN M HOURS C£ GRJBMNG ALL PERIMETERS. THE
CONTRACTOR 6MA1L REMOVE ACCUMULATED SILT MENTHE SILT I6 WOMAN 17 OFTHE TM OF
L THE COMINSU TION OF THE WE WILL COMMENCE NTH INSTALLATION OF EROSION CONTROL
MEASURES SUFFICIENT TO CONTROL SEDIMENT DUMPS AND EROMM, ALL SEDIMENT CMTR .
WLL W MAINTANED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN
COMPLETELY STABILIZED WTH PERMANENT VEGETATION
10. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT M
ALL WNSTRUCTION BEING STOPPED ON THE JOB WE UNTIL SUCH MEASURES ARE CMRECTEO TO
NORTH CAROLINA EROMON ONO MOMENT CONTROL REGULATIONS.
II. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AM PERMIT SMALL BE PRESENT M THE SITE
WHENEVER LAND GSTURBAANCE ACTIVITY IS IN PROGRESS.
12. ALL EROSION MG SEDIMENT CONTROL MEASURES ALL BE CXECRED DAILY AND ANY
MFIOENCIESNOTED WILL BE CORRECTED BY THE ENO M EACH MV. PDDITIMµ EROMM NISI
ME MEW CONTROL MEASURES MILL M INSTALLED IF OWNED NECESSARY BY OAMTE
INSPECTION -ALL PASCAL ROPOWAYS TO BE CHECIED AW CLEANEDMLY FM REMOVAL M ANY
GRTTHAT LEAVES TW PROECT SRE COMPACTOR TO CHECK CONDITIONS OF PUB ICRDAM
EACH MOWING AT T AM, EACH AFTERNOON AT N FM AND AFTER EVERY RAIN EVENT TO ENSURE
PUBLIC ROADWAYS REMAN CLEAR OF ORT AND ANY DEBRIS LEAVING THE PROJECT SITE.
13. ONSRE STOMPUNG OF SUL IS ALLOWED WTHIM THE LIMITS M DISTURBANCE SUBJECT TO
PLACING APPROPRIATE EROSION CONTROL MY CES TO PREVENT SUL LOW DURING RAM EVENTS.
LOCATIONS MULL RE PREAPPROVED BY THE INSPECTOR,
1N, GROUND STABILIZATION SMALL BE ACHIEVED CONSISTENT NM PE NCOED GENERAL RMIT
NCOX W OEFFECTIVE AS OF APHL+, Atg. WHERE LAND OSTUMMIN ACTIVITIES HAVE
TMPoRARILYM PERMANENTLY CEASE➢, ALL OBTMIAPROVIDEDSED AREAS MBE PROVIDED VI
TEMPORARY OR PERMANENT STAMLL ATION INCH MOUND COVER WAIN N CALENDAR DAYS
FROM THE LAST QUID DISTURBING ACTINIY IXCEPT FOR ALL SLOPES OVER 50 MN LENGTH,
PERMETER DIKES, SWALES, ORMES PERIMETER SLOPES, AND aLLMOPES STEEPER THAN 3.1
QHLV WHICH SMALL BE PROVIDED TEMPORARY M PERMANENT STAMLWTION WTH GROUND
COVERMHNZCAJENDMWYSFRMTHELANDOSMRMNGACMVI TIECMTRACTORSHALL
REFER TO GENERAL PERMIT NCGOIMO FOR SPECIFIC CONDITIONS, EXEME"HOW AND DEFINITIONS
FOR MEETING THESE STABILIZATION REOUREMENTS. SEE TABLE 1,
15 MM DISTURBED AREA=511 T ACRES (PHASE M U). TXE GTE IS LOCATEDAT MGGSMF N,-H-3TUT
W
1& EFFECTIVE OCTOBER 1, NIB PERSONS RESPONSIBLE FOR LAND DWWMNG ACTIVITIES MUST
INSPECT THE SEDIMENT AND Ell=. CONTROL MEASURES ON A PRIER AFTER EACH PXAIE M
THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEGMENTATION CONTROL FILM
MBANGFOLLOWEDSELF-PSPECT.REPORTSAl REQUIRED AYM SELFJNSPECTI.
PERMIT AS WELL AS CETMLS OF THE SELE SPECTI. PROGRAM ON BE FOUND ON THE LAND
QUALITYW USGTE:InM/Ndee�e.µv/abwtl6.tim✓anmgrnnn+Ha�drawlW
Mm>.�aJnwRc'mhvlvlM
fi. ANY OFF-MTE BORROW AD WASTE SECURED FOR THIS PROJECT MUST COME MOM A WE WTH
MAPPROVED EROSION CONTROL PVW, A WE REGULATED UNDER THE MINMGACT M 101 EPA
W UREWJ TEDBYMEONM.OFWUDWATTEMANAGEMENT, TRASHMBRSFROM
M WTACTMTIESMGENERATEDWAM'ACTIMTES.GTEMUSTWGSPOSEDOFATA
FACILITYREGUI%DBYTXEOINGMMSOWMA EMAIUGEMEM.PERUWBbNC (D
VMSTE MANAGEMENT. DIWSION M WATER RE80URCES RULES AW REGULATIONS. (15A NDACAS
m+D)
1, SEDIMENT FENCE (MIT FENCE):
a INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AW MMEMTEU FOLLOWING A RAM
EVENT WHICH EXCEEDS 1,0INCHES IN A 2A1iOJR PERIOD MAKE ANY REQUIRED REPARS
MMEMTELY,
S. SHOULD THE FAMRIC OF A SEGMENT FENCE COLLAPSE, TEA, GCWPME, M BECME
FN
HIM EnglHemg Me.
of Carolina•
aw S. MIIr SRUN. Stan INTO
CIIMbM, NC 282M
704.338.6700
N.CB.EL.S U.. MINN.: F4116
INEFFECTIVE, REPLACE R PRpIpiLT.
G REMOVED MEW MEOWS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE,
it TAKE GAGE TO AVOID UNDERMINING ME FENCE DURING CLEAN OUT.
c REMOVE ALL FENCING MATERIALS AND UNSTABLE MUNEM DEPOSITS AND BRING THE AREA
TO GRACE. STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
2. WATTLES'.
a INSPECT CHANNELS FOR DAMAGE IMMEDIATELY FOLLOWING A RAM EVENT WMCH EXCEEDS t
INCH IN A 2AXOW PERIOD
E ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE WATTLE AND EROSION FROM HIGH
FLOWSARWNDTHE EDGER OFTHE WATTLE. CORRECT ALL DAMAGE IMMEDIATELY IF
MGMFIGNTEROMMOCCURSBETWEENM RES. MSTALAPROTECTIVERIPRAPUNERIN
THAT PORTION OF THE CHANNEL
c REMOVE SEDIMENT ACCUMULATED BEING THE WARLESS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAW THROWN THE STRAW WATTLE AND
PREVENT LARGE FLOWS MOM CARRYING SEDIMENT OVER THE WATTLE.
3. TEMPORARY GRAVEL CONSTRUCTION ENTRANCEEXIT.
AINSPECT ON LEAKING THE CONSTRUCTIONSITE THS MAY REWIRE PERIWIG TOP MESSING
NTH ]HNCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENTANDCLEANITWTASNECESSORY, IMMEMTELYREMOVEALLOBJECnO0 BE
MATERIALS SPILLED, MARKED. M TRACKED ONTO PUBLIC ROADWAYS.
A ROCK INLETDLRLET PROTECTION'.
a INSPECT STONE ARRANGEMENT EVERY Z CALENDAR DAYS AND IMMEDIATELY FOLLOWING A
MIN EVENT WHICH EXCEEDS 10 INCHES IN A 2 HOUR PERIOO.
S. MAINTAIN SPECIFIED OMENSIONS AND REMOVE SEGMENT BUILDUP MIEN THE SEGMENT LEVEL
I6 St THE HEIGHT OF THE POCKS.
S.INLET PROTECTION'.
a INSPECT STORE ARRANGEMENT EVERY T CALENDAR DAYS AND IMMEDIATELY FOLLOWING A
RAN EVENT WHICH UCEEO 10INCHES IN A 24HOUR PERIOD,
c REMOVE SEDIMENT BUILDUP MIEN THE SEGMENT LEVEL I5% THE HEIGHT OF THE ROCKS.
TAKE CARE NOT TO WAGE M UNDERCUT THE ARE MESH DURING SEDIMENT REMOVAL
B TEMPORARY DIVERSIONS.
a INSPECT EVERY Z CALENDAR DAYS AND IMMEMTELY FOLLOWING RAA N EVENT 4CH
EXCEEDS IA INCHES IN A2Ni10UR PERIOD. RMOVF SEGMENT MOOS THE FLOW AREA AND
REPAIR THE DIVERSION RTGES. ALSO CHECK AND MAINTAIN OUTLETS.
c. DMI SIONS THAT WLL STAY IN PLACE LINGER THAN 30 WORKING DAYS SHOULD BE SEEDED
AND MULCHED AS SOON AS THEY ARE CONSTRUCTED TO PRESERVE GALE HEIGHT AND REDUCE
MAINTENANCE.
0. ALL. CLEAN WATER NTMES SMALL. BE STABILIZED PRIM TO DIVERTING ANY GLEAN WATER M
PUMP AR W ND OPERATIONS TO THE GTCH.
T. NECK DMZ'.
a INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE IMMEDIATELY FOLLOWING A REIN EVENT
WHICH EXCEEDS 10INCHES IN AMHOUR PERIOD,
h. ANTICIPATE SUMERCENCE MD FEPOMTION ABOVE THE CHECK GAM AND EROSION FROM HIG
FLOWSARWNDTHEEMESOFTHEDW. CORRECT ALL DAMAGE IMMEDIATELY, IF
WGUFIWNT EROSION OCCURS BETWEEN DAMS, INSTAULA PROTECTIVE RIFRM UNER M THAT
PORTION OF THE CHANNEL.
c REMOVE SEUYEEL ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW ME CHANNEL TO MOM THROUGH THE STONE DEEM DM AND
PREVENT LARGE FLOWS FROM CARRYING SEDW EM OVER THE DA1 ADD STONES TO DAMS AS
N EEFEO TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
1. AFTER CONSTRUCTION IS CMPLET E IN MY AREA M PHASE OF THE PR OJECT.THE
DISTURBED AREAS ewUL RECEIVE A PERMANENT MIND COVER. SEEDING aH D
MULCHING SHALL BE PERFORMED IMMEDIATELY REINING CONSTRUCTION THE CONTRACTOR
SHILL PROVIDE PERMANENT SEEDING IN ALL DISTURBED AREAS AS INDICATED IN THE
WNTRACTWCUMENTS. THECONTRACTORSHALLAMPTPEAMMENTSEEDNG
MERATIMSTOPROTECTAWTOACCMMODATEa PCMPORMRYSEEMGMDSULAVID
EROSION CONTROL MEASURES THAT MAYµREADY KIM PLACE DURING ME WORN EE OOD
2. MEN SEEDING MUST TAKE PUCE OUT OF SEASON FM PERMANENT GRASS THE
APPROPRIATE TEMPORARY WRONG SHALL MCON E AND THE CONTRACTOR SH4YL BE
RESPONSIBLE FUR PERMANENT SEEUNG AS SPECIFIED IN SEASON AT NO ADDITIONAL. COST
TO DINNER.
3, CONTRACTOR SMALL BE RESPONSIBLE FOR TURF MAIMEIUNCE THROUGH SUBSTANTIAL
COMPLETION- POPES MUST BE AT 90Y COVERAGE AT SUBSTANTIAL COMPLETION REVIEW
TO BE ACCEPTED. IF NOT AT S0%COVERAGE SUBSTAMIK CMPLELbN WILL BE DELAYED
UNTIL THE FOLLOWING GROSSING SEASON
B, SITE PREPARATION AND INSTALUTIM.
1. GROUND COVER: ALL DISTURBED AREAS SHALL BE CROWD TO A DEPTH M SIX SU INCHES.
THETWTHREE(3)I MSGULLBEWLVERI2EDTOMOWMAUMFURMSEED.PARE
M NARROW THE SITE TO EST,sB A WOOTH AND LEVEL FINAL GRADE. SUL PARTICLES
SHOULD G NO LARGER THAN MARINE WE, AND PEA W AVEL WE IS EVEN SETTER,
MFUWLTMAL LIME SMALL BE APPLIED AT THE RATE G 1 TUR ACRE W MEOATELY BEFORE
PLOWING. (MASS SEED SHILL BE APPLIED AT THE RATES OUTLINED IN TABLES HAND 21L
27SOLBLMC.MUMIAGS ATONED TOALLOSTURBEDAREA6 ATPR DAT
TO WACRERE MULCHNG 8S LMT OFSMALLHM STRAWDMET AT FRMW2
TO H T YUL WIND E,ATALBETACNEDNTHANAPPROJE THE STF ,
i0 Xq O TXE STRAW IN PLACE AT A RATE M OSO T02M CdLLONB PER T. M STRAW
3. SOME AREAS MAY REQUIRE TEMPORARY SWUNG WE TOMIMERRUPTION OF WORK M
SEASONAL RESTRICTIONS AS SPEGFED IN THE PERMANENT SEEDING SCHEDGLE MA
COMBINATION THEREOF, THESE AREAS SNALL BE RESEEDED IRACC.DANG W3X THE
PERMANEMSEEDgWACHEFU E, IFTEMnR YSEEDIN MWOUIREOOJETO
.
.
TRACTOR DELAYS, THERE WILL BE NO COMPENSATION FOR THE TEMPORARY SEEUNG
TEMPORARY MEMO SHALL BE PERFORMED ONLY AT THE DRECTIM OF THE ENUNEER M
INSTRUCTOR
F CLFAWJP AND INSPECTNJN:
2. UPON COMPLETION OF NORIL THE CONTRACTOR SMALL REMOVE MGM THE WE ALL
EQUIPMENT AND OTHER ARTICLES USED ALL EXCESS SQL, STOE, AND MMMS SMALL
SE REMOVED AND LEGALLY MOHA ED ON AT NO ADO11MN1 COST TO THE Oill ALL
WORK AREAS SMALL BE LEFT M A CLEAN AND NEAT CONDITION. ALL DMAµ£TO
EASTMG CONSTRUCTION CAUSED BY LMASCA W OPERATIONS SHALL BE REPAIRED
TO THE SATISFACTION OFTHE TOWN AT THE CONTRACTOYS EXPENDS:.
3. SEEDED AREAS SMALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESDAEUSX
A UNIFORM STAND OF SEEMED GRASS. SCATTERED BARE MOTE NONE OF WISH
SHALL RE LARGER THAT ME (1) SQUARE FOOT, WILL MEALLOWED UP TO A MAXIMUM OF
3%OFTHESEEDEDAREAFMEACHMESPERtt, WENSEECEOAREAGAREREADYFOR
INSPECTION, THE MMNTAINEDTURF AREAS SMALL M NEATLYMONED TO THE UNIFORM
HEIGM OF APMMIMATELYTPD ANO ONEIWLF (2.5) ACMES. THE LAWNS SHALL BE
CONSIDERED ESTABLISHED ONLY WEN THE SPECIFIED GRASS LS WGMMS AND
GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPEORFD,
A MIN6PECTIONOFTXEWMPUTEOMMNSMALLBEMAMATTHECMLWMONOF
THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION
SUMITTED BY THE CONRUCTM TO THE ENONEER, AT LEAST TEN (10) WYS PUM TO
THE ANTICIPATED DATE OF INSPECTION.
5. A FINAL INSPECTION SHALL BE PERFORMED MEN A SATISFACTORY STAND OF SEEDED
TUBE GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING SUCH
INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10)
DAYS PRIM TO THE ANTICIPATED DATE OF INSPECTION. E A SATISFACTORY STAND OF
TURF HAS NOT BEEN PRODUCED AT THE TIME G FINAL INSPECTION, NECESSARY
REPAIRS SHALL BE PERFORMED IN CONFMMµ10E WTH THE REQUIREMENTS OF THIS
SECTION. UPON COMPLETION OF THESE REPAIRS, THE SEEING GRAWSHµL BE
REINSPECTED IRON WRTTEN NOTICE AS ABOVE.
TABIEM
SHCAIL wSEE mcni ,YCPES
Ew YMeen2:1 RRIA,
Dal
TBA
Man FIRM,
MGf LsgEmlacMlRNtI
RUNXI-
Lbt-Are1
NO
SigTMFem
CMXM e
LYI�Aw iS
or
1bt-Jun.
DUAN-
••'1MFr�eMM
t.4lve
Jlant-DAM,
--G DUGS,
.M.Ime
- o
GWAI-
Ym lyeeu0✓MKI'W.4XK
mmroe
wi-mat
MUTURF®¢
1...
Nw1-W1
PgyI M'am Ue
Yv 3alua
TAME 2B
9MUAJIERS. DALE GlT]£S, SLOPES
(Fw6Mp¢ 3:t IM MAR)
ORAL
TTESPIn�WN
R✓e
15�Na'1
TM FmM
.1 .1
TYF-X..R.ye
3ARIma
LY1- 15
TYFmp
SLIM/are
ABTA -AN
HrSCm.Wu, NNTnMrVP
nIXI-1
CSNMMSER ScwW Mtl
35t5.lare
J4 t5. ABM
M�SoYarW�41mnHIAA
lE MMitNIiE 6NM ®wnlw� IanT eE
G INBTNLATION.
1 SEEDWG
a) SOW TXE SEED ON FRESHLY PREPARED SOIL ENSURE UNIFORM COVERAGE BY USING A
CEMMFUOµ (ROTARY) OR MCIPTYPE SPREADER AREAS LARGER THAN IN SO. R. SHALLSE
SEEMD WTH A MINIMUM OF. PAWN AT THE APPROMATE PARTIAL RATE 1. EACH PASS
FOR AREAS AVERAGING GREATER 15 FT, WIDTH , APPLY HALF THE SEED IN ONE DIRECTION AND
THE OTHER HALF AT RIGHT ANGLES TO THE FIRST DIRECTION.
hl AWLYASTARTER-TYPEFERTII MTOTHESOL811RFACElq EXAMPLE, 10 POUNDS GF
5.10.10OR 5 POUNDS OF l0.2 "PER 1 WO SQUARE FEET AT THE NINE OF SEEDING.
c) UMRY COVER THE SEED BY NAND PROW, M MAGONG WTH A MAT ON CHAINHINS FENCE
ROLL M TAMP THE SUL LIGHTLY TO FIRM THE SURFACE AND PROVIDE GWD SEEDTOepL
CONTACT.
6) AR LON MASS SEED NTH V WDP REE SMALL GRAM STRAW OR MAY APPLIED AT A RATE OF 2
TONSIAME STABILIZE MALLMR S OF MULCH P RO UJ , WATERING MTAC .M.
ASPHALT TACKING SPRAY. TINE NETTING CAN BE WE. If WHO OSPUCEMENT IS A PROBLEM.
IF APPLIED EVENN YMD UG TUTTIAME MATERIALS NEED NOT BE REMOVED. RINGER AREAS
SHALL OF STAMNZE. BY ASPHALT TACKING MAY OR TINE NETTING.
D. CLEANMANDMEPECTIM;
1. UPON COMPLETION OF WORK THE COMRACTMSMALL REMOVE FROM THE WE All EQUIPMENT
AND OTHER ARTICLES USED ALL WEEK SUL, STORE, AND MRUS SMALL M REMOVED AND
LEGALLYg6POSEDOFATWA IONµ CASTTOTHEOWNER. µL WORK MEA68HALL BE lEFT
IN A CLEAN AND NEAT COWITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY
LANDSCAPING OPERATIONS SMALL BE REPMMD TO THE SATISFACTION OF THE TOWN AT THE
CONTRACTMSEXPENSE,
A GENERPL
1. THE FOLLOWING INFORMATION SMALL BEAPPLICABLE FOR ALL PERMANENT LAWN SEEDING
PERMANENT LAWN SWUNG SMALL. TAKE PLACE WTWN ALL DEVELOPED AREAS OF
DISTURBANCE INCLUDI NO RESIDENTIAL AND COMMERM MEANS AND SMALL BE REPLACED IN
KIND OF EXISTING MATER -BYTHE CONFRUCTM. M APPROVEDTURF TYPE TALL FESCUE
BLEND SHµ1 BE USED PER THE CONTRACT DOCUMENTS. KENTUCKY 31 IS NOT MN ACCEPTABLE
BLEND.
2. WHEN SEEING MUST TAKE PLACE WT OF SEASON FOR PERMANENT CUSS THE APPROPRIATE
TEMPORARY SEEDING SHALL BE DONE MD THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PERMANENT SEEDING XS SPECIFIED M SEASON AT NO ADDITIONAL COST TO OWNER
3. CONTRACTOR SMALL BE RESPONSIBLE FOR LAWN MAINTENANCE THROUGH WMTANTLM
CMPLETIM_ OWNSMUSTBEATN%COVER MATSUBSTAMMLCMR MREVIEWTOM
ACCEPTED IF NOT AT 80%COVERAG, SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE
FOLLOVIIG MOWING SEAS..
B SITEPREPARATIM
1. REMOVE ON KILL ANY UNDESIRABLE EXISTING TURF M VEGETATION. WRMCIDESPRAYINGM
OTHER CHEMICAL TREATMENT SHALL BE APPROVED BY THE ENGINEER PRIM TO BEING USED
BY THE CONTRACTOR. IF PREEXISTING TURF OR OTHER VEGTKUCH IS MIXED MTX THE SUL
TO BE REUSED, THE CONTRACTOR SMALL UK BEST JUDGEMENT IN REMOVING IT M
INCORPORATING R INTO THE SUL WRING PREPARATION.
2. IF TOPSOL WWS HOT USED TO REESTABUSH THE UPPER ML DYER ANDTHE DUPER SOL IS
HEAVY WTH HIGH CLAY CONTENT. SPREAD 1 SG INCHES OF AMC GROUND ME BARK ON
BAGGED ORGANIC HMUS OVER THE AREA TO G REPAIRED,
3. FOR ALL GRASSES EXCEPT CENTREDESPASS, APPLY PER 1, RE SQUARE FEET:
75 POUNDS OF WOUND LIMESTONE AND ONE OF THE FOLLOWING FERTILDERS
AS POUNDS OF S10.1D 20 POUNDS OF ll2D M M POUNDS OF SLI M 10.10.10 IN
COYMNATIONNTNNPOUNDSCFISMUl CENTIPEDEGAMSPREFERSACIDICSOLSAMLOW
LEVELS OF PHOSPHORUS AND MAY WT REQUIRE THE ADDITION OF UME AND PHOSPHORUS.
A.
S. AND M NARROW THE WE TO ESTAMISH XM WTH AND LEVEL FINAL GRAM. SUL PARTIUES
BHWLD BE NO URGER THAN MARBLE WE, AND PEA GRAVEL WE IS EVEN BETTER. HAND
RASING TO LEVEL THE SUL AND WINK OUT HILLS AND HOLLOWS FOR AREAS LARGER THAN I
SO FT. ALLOW SAM ON IRRIGATE TO SETTLE THE SUL. IN SOME SITUAATIDNS. THE ENGINEER
MAY REQUIRE ROU-M M.LTRACKING TO FIRM THE SUL BEFORE SEEINNG. HAND RAKE
AGAIN TO BREAH HIP THE CRUSTY SURFACE BEFORE SEEING OR PLANTING.
PROS
C o
1•'o'CAROA.,
IN
G IN
IS
IS
&FSS
it BN � 3
Y U
C m
ZL fNCINE'c'p 'L
G D o
L% E V
rc
2 SEEOM AREAS SMALL BE PROTECTED AND REPUMED AS NECESSARY TO ESTAYISH A UNIFORM
STANDMSF£GFIEOMASS. 5U EREOBARESPOTS,NINEOFMCHS WLARGERTHAT
OW (1) SQUARE FOOT, NLL BEALLOWED UP TO A MMMUM CF 3%OF THE BEEMO AREA FM
EACH PROPERTY. MEN SEEDED MICAS ME READY FOR INSPECTION, THE MAINTAINED TUBE
AREAS SMALL BE NEATLY SIGNED TO THE UNIFORM HERDHIT OF APPROXIMATELY TWO AM
ME -HALF PS) INCHES. THE LIMNS MALL SE CONSIDERED ESTABLISHED ONLY WREN THE
SPECIFIED GRASS IS W WROM AND ALONG WELL IN AOOTION TO MEETING THE OTHER
REQUIREMENTS SPECIFIED.
3. MINSPECTIMOFTWE PLETMO EUNGSH BEMAMATTNECMCWSIMOFTHE
LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION SUBMITTED BY THE
CMTRACTM TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF
INSPECTION,
N A FlKLL INSPECTION SHALL BE PERFORMED MEN A SATISFACTORY STAND M SEEDED TURF
DARK HAS BEEN PROWLED, UPON WRITTEN NOTICE REQUESTING SUCH PR PECTDN SUBMITTED
BY THE CONTRACTOR TO THE ENGINEER. AT LEAST TEN (10) DAYS PRIM TO THE ANTIGPATEO
DATE OF INSPECTION, IF A SATISFACTORY STAND M TURF HAS NOT BEEN PRODUCED AT THE THE
OF FINAL RSPECTION, NECESSARY REPARS SHALL BE PERFORMED IN LONFOVYANCE WTH THE
REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE REPARS, THE SEEDED MASS
SHALL BE REINSPECTED UPON WRTTEN NOTICE AS ABOVE.
NODDED MLT FENCE NOTE:
1. MM EFMMSTA FMME16YEMPEN(STORM
RUNOFF.
LAWN SEEDING
cool -and Warm -Season Grassn )
Typictl
Planting RateM,000S.ft.
Leven Guns
I PlanNn DMea
$.ad.'
SWU P4ntin,'SPrggi-B
te4M¢cue
Martn llo lS
(Augc11Opemum)
8
-
TeXM¢cu✓nnu✓ nl
Ocl 1510 Martn 1
OF, H,
6 R¢cw
1rya2
e0resze)
AS Au
.-Vdpea¢¢
Apr15a Aug.M
5
5
. Ass
MMn la JUTE
025 W 0.50
5
...up.. s
Ap'I Ito July_
5
5
$L. ugusllM
S'A
Apl.lo JWy
5
'NOTE: SUBSTITUTE GRASS SEED MIXTURES MUST BE REVIEWED AND APPROVED LITHE ENGINEER.
NOTES.
1. SOO CONSISTING OF COOLSEMON GRASSES CAN BE INSTALLED ANYTIME THE MOUND K
NOT FROZEN. SW CMMBTIW OF WAR LSEASM GRASSES CAN BE ARTALLED AS LONG AS
SUL TEMPERATURE EXCEEDS SSF(TYRCALLY AFOL 15 TO OCTOBER 1L
2 POUNDS OF WED PER 1,030 W, FT.
3, SO. YM. TO TURF CUT INTO NNLH CENTERS TO PWIT 10M SO. FT.
L BUSHELS OF SPMGS PER TON WO FT. (I W. YD. M TURF PULLED APART IS EGANGLEM TO 1
BUSHELONSPRIGS
NCDEO TABLE 6.6Io: MAXIMUM SLOPE
LENGTH AND SLOPE FOR MHICH
SEDIMENT FENCE IS APPLICABLE
SLOPE
SLOPE
LENGTH (FT)
MAXIMUM
AREA (FP)
2 TO 51
n
7,500
5 TO I=
SO
5.000
10 TO 20%
25
Z50D
> WX
15
1,54DO
NOTES:
1. SCREENING OR SHADOW M WORK IS USED TO INDICATE EXISTING
COMPONENTS M TO M£MPHAWE PROPOSED IMPROVEMENTS
TO HGRUGHT SELECTED PHASED WORK REFER TO CONTEST OF
EACH PHASE FOR USAGE.
2 WE SHOWN USING LIGARMASEO EXISTING TOPOGRAPHY GAT&
1. UYDOVM I STAGING AREA I TO REMAIN UNTIL ALL PHASING IS COMPLETED FOR THE MASS GAAJXNG
PROECT,
2. REMOVE tY OF ASO STONE AND HAUL MEKIM MELT USING THE STOCKPILED MLL OF G4MIE TO
REPLACE AM CRAG LAYOOWN /STAGING MEAL 1, N, 6 S T BACK TO FASTING GRADE. SITE TO BE
PERMANENTLY MEMO AND STAMLIZED.
NOR:
3, AT PROJECT END OF LAYDOWN I STAGING AREAS I, 4,6, 6 T, CONTACT MEMO. APPROVAL BY
BEE 6HEFT.. FM FULL PPWER
REPRESENTATIVE OF THE -AND QUALITY GCTI. WILLBEREOUREO PRIOR TO THE REAP/µ OP .1
LONSiPYCTM, SEQUENCE WO PROJECT NAMATNE
EROSION CONTROL MEASURES.
A. REMOVE THE SAWWRB)AND OUTLET PIMR)- REMOVE ACCUMULATED IT UNGPCUT AND IUU
THESE EPOMON CONTROL MOLES ARE CEREAL AND
OFFSRE. THE SKIMMER BASIN BERM SWLLL BE PUSHED BASSUMS TO MAAMM N:I SLOPES MIDI
EVERY MOTE MAY MDT IE APPLICABLE ON EVERY
STAMUMD PATH PERMANENT SEEDING SILT FENCE TO RMMN MOUND THE LOWER SEE D THE
PROJECT. THE CONTRACTOR SHALL. COMPLY VBM ALL
FORMER BASIN AREA UNTIL VEGETATIVE STABLLWTIM IS IN PLACE
NCGO SEDIMENT AW MODEM CONTROL
REgNPEYENIS
S AFTER 6TAMllUTGM.ALL ER051M CONTROL YEASMES ARE TORE PFMOVEO.
6, CONTRACTOR TO PROMISE NOTICE OF TERWMAT. REQUEST TO MEMO UPON CMPLLIDN OF THE
PRwECT.
NOTE: MMHRNANCE OF MOMENT AID ERG40N CONTROL MEASURES MUST CONTINUE UNTC THE WE IS
PERMAJEN%Y STABILIZED AND THE C.TWL6 ARE REMOVED.
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY. NORTH CAROLINA
EROSION & SEDIMENT CONTROL PLAN
PHASE 11B
GENERAL NOTES
0 PLENAME D5G30+1-L SHEET
�........ GLACOOG-301
E � 4$GHGVUN

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO3 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
Co that rain will not dislodge the soil. Useoneofthe
techniques in the table below:
Tenxorary Stabilization
AmoarlesM Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed Covered with straw or
other mulches and tackifiers
other mulches and tacklers
•Hydroseeding
• Geotetile fabrics such as permanent sol
• RoLd erosion control products with or
reinfarcemelrt matting
without temporary grass seed
•Hydroseocing
•Appropriately applied straw or other mulch
•Shrubs or other fronariant plantings coveredl
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sURkient to restrain .,Oxon
• Structural methods such w concrete, asphalt or
retaWng wags
• Rolled erosion control products with grass seed
1. Select flocculants that are appropriate for the soils being exposed during
Construction, selecting from the NC DWR List oJApproved PAMS/Flocculonts.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List q Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
1. Never bury or bum waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers(eB dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3, Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along use of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
!L'11x I x 1
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, Contact your approval authority, for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts n least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inletls) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
S. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
overflow events. Replace the tarp, sandbags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RDOENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, Stormwater drains, ground water
or surface water, If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover Orin secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/191
IIIOJEGr YANAOEA MddEM
NCR Enpmearv,g lnc PROJECT ENGINEER WMa BA
a1 M. Cvernn pE&IXI ENGINEER WES TUR
IIIIIIIIIIIN Mo s. uurA dUWN BY IENNIFEso-We en s10. DRAVM BY JACOB RI
CM1Muae, NC 3a3N
zw sae.6raa pRAyM BY FRpNCES
a Balaa0g2 NCpEa ItEfA41MIRAL CtIECxEO BY ROBERTI
MCB.EL6.U-NAnber F4116 1 04,111121122 NCCEO REMN. BIBWTTN.
MUE SUITE OESgIR11011 MOJEtt NuFIBER 100111110
MILLER, NCP
PAM
m
`-eptip,'CAR,"'%
�` O� nFE ,5 syt
_NK'%!Ke
= i Jim.E
i
-'. /Lf eNCINEI'p �J'j
Sl o no P�rs
C N
7. NO 5
u
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o v E
U N m
o m
E.N
ER. PE
EY, PE
PALM SIT
d61LL
6Ad.ER. DT
AYBdEN, F4
It
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
EROSION & SEDIMENT CONTROL PLAN
PHASE IIB
EROSION & SEDIMENT CONTROL NOTES
^ 2 FILENAME ""... tlwa snEEi
SCALE Ash„Ow OOG-302
0

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A. SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frtgaexy
Moment
w laprlr•nmal
Inkprtlen reareason,tt amsx rmue:
addressesh1un1
(L)galn gauge
wM i
call, normal amounts.
mabtakxa in
If no Bally .In gorge oburvatlanz are mane dorm,weekerM or
goodxwking
bditlay comes and no intliWtlualEry rainfall Information Is
ord«
avaaable, record the cvmWtiw ram measurement for Mose un-
atteneetl Bays IaM his will determine ifa sme insisection Is
neeeedl. Days on "rein no ninbll occurred shall be recorded as
x ! The permMee may use another rain -monitoring eevPeace
,roca
by the Dia„rision.
(2) Ea5[
At 1-1 once per
1. Identification of oftM measures inspected,
histamine,histamine,ures
TgleMardays
2. Date and time of the inspection,
and wiMin 21
3. Name d the Person performingperformingfire inspection,
M1ours IXaraM
0. IMkatlon orwet nner MeMountedares were opttMln6
wen>z.¢inch in
wdvedr.
26 pours
S. Description of maMtenance needs for the measure,
G. practitioner, andenct, and tlMe of wnMN iveaom taken .
131Strom.r
R[ Must Must orrtt per
1. Itlen[ifica[ion othe f di.,,.airge stamststampsQ inspecte
discharge
]olentlar nays
2. OMe and time of the inspection,
outfa11s 1S0Os)
and within i9
3. Noma of the person performing Meinspettion,
npursdaraM
1. Eyiaence or ma Mrs of no.mwxer Pollution such a, pitevent>lO
incM1 in
zneen,flwting or uspendM mlids or ascoloratbn,
24hours
5. Indication of
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kepi on site and available for
inspection at all times during normal business hours.
Item to lNrLixnent
Dpcumlmbtlm Requirements
(a) Each E&X measure has been installed
Initial and date each EAX measure on a copy
and does not significantly deviate from the
of the approved EgX plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report Mat lists each
shown on the approved E&SC plan.
EgX measure shown on the approved E85C
plan. This documentation Is required upon the
initial installation of the E&X measures or if
Me Eg5[ measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of Me approved EgSC
plan or complete, date and sign an inspection
report to indicate compilation of the
ConrtNLtien phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved F&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maimenance and repair
Complete, date and sign an inspection report.
requirements for all E85C measures
have hem cedormed.
lel Corrections aabns have hem taken
Initial and date a copy of the approved E&SC
M EaX measure,
plan or complete, data and sign an inspection
report to indicate the completion tithe
corrective anion.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal haziness hours, unless the
Division provides a s ite-specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate Of Coverage, after it is received.
(h) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed If
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three years
All data used to complete the a-NOI and all inspection records shall he maintained for a pe
of three years after project completion and made available upon request [40 CFR 122.41]
PART 11, SECTION G, REM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to he drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these keens,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART 111
SELF -INSPECTION, RECOROKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 743-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timefmmes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Ocwmence
Reportilrgmnteframes (After oiscovetvl and OrNw Requirements
(a) visible sediment
• Within lOhwrs, an oral or electronic notifiation.
deposition in a
• ll4thin 74Mrltlnr Bins, a report that contains a deuriptian apple
stream or wetland
sediment and actions taken to address the ease of the depcenbn.
Division staff may waive the requirement for a written report on a
case-by-cau basis.
• If the stream is named on the NC 3031tl1 fist as impairetl for sediment
related rouses, the cermatee maybe required to perform additional
monitoring, inspections or apply more stringent practices if stag
determine that additional requireme!Ms are needed to assure compliance
with the federal or state impaired -waters mMl2iom. _
• WTFINn 24 hours, an oral or electronic notiflotbn. The notification
(b) Oil spills orb
release of
shall include information about Me tlate, time, nature, volume and
hazardous
oration of spill in, release.
wbstances per hem
1(6){d above
(c) Anticipated
Anp,art Kleast em d4ys hajore Me fife ojthe hYl4ss, ifPassilin
bypasses l40 CFR
The report shall include an evaluation of Me antcipated quality and
Sx1.411m113/1
effect of the bypass.
Idl Unamkipntetl
• 11111fan 14 hours, an oral or eieRrpnk rwGh®torn.
bypasses (40 CFR
• Wftldn ] wleMpr rloYs, a report that indudes an evaluation of the
311A3(m113)j
quality one effect of the bypass.
(e) Noncompliance
Rfirhin 14 houm, an onl or Nenrpnk rwtifim[ion.
wiM the conditions
• Will JcplerMar doys,areport Mat confines atlescdpibn of Me
of this permit that
noncompliance, and its causes; the cerbtl of rrorrcanpliance,
may endanger
including exalt dates and times, and If the noncompliance has hat
health or the
been corrected, Me anticipated time roncompliance Is expected to
erniromrent[IO
continue; and steps taken or planned to reduce, eliminate, and
CFR 312.41(1)Rl]
prevent reoccurrence of the noncompliance, 110 CFR 12141(1K6).
isDivision Stiff may waive the requirement for a women report on a
caseLy-cau basis.
� NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19I
PROJECT M,aNRDER NLpE N.xEIER, AICP, PVB
WtOJECT ENGINEER DRNO B¢KER, PE s,,,nnr a ry 0
Dome a®d'rnaa¢Ino Match! ENGINEER WEB NRLEy, PE e<N UARG(•c'•, u O
��� -a.----
O 8. Cnwcn Street SUBe 10W pRANTa By JENNIFER PPLONI, EIr t fit O(E55/„_ inORAWN
_ BY JhCOB RUdBILL Jsl��9 N U
LM1Mo¢e, NC 28202
zw.Jagszlw
duwN BY FRaNces sr,dBR. Or IMn
2 BanBRW2 NCDEO RESUBMITipL dEChED By ROBERT BAySOEN, PE
N.CB.E.L.a. ticeme Nwra«'.ELI 16 [ 0400112122 NWEO INRUL 6UBMITirrL '•�rO ys<EY Tpa UP�r`°a` • O d
aauE DATE oeuwvrwx txwtcrxwrEa taagetea ,rrpu E y p
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GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
EROSION 8 SEDIMENT CONTROL PLAN
PHASE 118
EROSION 8 SEDIMENT CONTROL NOTES
FlLEWrxElOnG3Ol.Mao SHEET
® SCALE its sNov4+ OOG-303

2 1 3 1 4
5
6
7
B
FOUNDATd1,INC. IB PROPOSING TO WN6TRUCiA1,YW AQRF,. FOR 1" INSTALLAROCK DAM PERPWI. POCK DAY BXML BE IMMEgATELY 00NN8TREAk GF THE
_................_.., ..,. ............,..,......., .. .,........... PROPOSED Dw BREACH LOCATION.
BE MADRID TO PREPARE LAND FOR POTENTIAL FUTURE DEVELOPMENT EATON THE APPR OOSIGELY 2SW AGREE
ICEL. THE PARCEL IS SOUNDED BY US ROUTE I21 TO THE SOUTH AND WEST, TROY SMITH ROAD TO THE EAST,
) OLD
421 RD TO THE NORTH. THE PROPOSED GREENSBORO RANDOUW MEGAWE PRC)ECT I6 LOCATED M
IDCLPH COUNTY. NORTH CAROLINA Aff ROKWATELY 15 MILES SOUTHEAST OF GREENSBORO AND WITHIN THE
'E FEAR PoVER B.AMN,
MASS GR.LLYNG IS PROPOSED TO BE PERFORMED IN MULMIE PHASES. PHASE II A2-GRADING PACKAGE
ROOM CONTROL MEASURES ARE TO REMAIN AND BE MAINTAINED THROUGHOUT THIS FIMMNG UNTIL REQUIRED
BE REMOVE➢. THE NEXT PHASE, REPRESENTED ON THIS PHASE LIB- GRADING PACKAGE, PROPOSES TO
VTINUE MASS GRADING THE STE TO THE EAST WILE STAYING OUTSIDE THE DUKE TRANSMISSION
ONE
UEMEM. ROCK ENCOUNTERED DURING EXCAVATON WLL SE CRUSHED FOR USE AS AGGREGATE BASE OR
STED AND PROCESSED FOR THE FILL AREAS TO THE SOUTH AND SOUTHWEST. THIS PHASE WILL INCLUDE INITIAL
)SIGN CONTROL MEASURES INCLUDING A WITIONAL SIX (6) SEGMENT PONDS ON THE WE ONCE THE INITIAL
)MON MEASURES MEIN PLACE. CONTRACTOR WILL PROWDE M-ARTERING OF THE PONDS, 6TREµ6 AND
]. AFTER INSURING NO STANDING WATER IS IMPOUNDED SIERRA THE MINAN ENT, REMOVE THE
POND EMBANKMENT PER PLAN. SLOPES OF Dµ BREACH SHALL SE A MAXIMUM OF YI AND SHOULD
BE STABILIZEDIMMEDIATELY 'NTH NAGC125, NAG C125814, OR APPROVED EQUAL EROSION
CONIROLMATTINGPERDETMLIAIC-051.ALLWTLETCONTROLSTRUCTURE6µD &GUATED
W WRSTREAN PIPE SHALL BE REMOVED NTH THE DAM BRESCH
A THE CONTRACTOR SHALL ASSESS THE HATMAL POW BOTTOM TO DETERMINE THE WED FOR AN
EXCAVATED CHANNEL WITHIN THE POND BOTTOM.IF A NATURAL CHANNEL EXISTS WITHIN THE POW
BOTTOM. THEN THE CONTRACTOR SHALL STABILIZE THE CHANNEL BOTTOM AND &BE SLOPES WITH
NAG Cln NAG C125BN, OR APPROVED EQUAL PER MTNL IMIG 51. IF ANATMAL CHANNEL DOES
HOT EXIST.THENTHE CONTRACTOR SHALL EXCANTEACHNINELTOACHIEVE A MINIMUM HL
LONGITUDINAL CHANNEL SLOPE THROUGH THE POLIO BOTTOM THE EXCAVATED CHANNEL SOTT: -
AND NOR SLOPES SHALL RE STµILIZED NTH HAD C125, HAD MUSH, OR APPROVED EQUAL PER
TLANOS THAT µE PER THE APPROVED 4015 AM PERMIT FROM THE U.8, CORP OF ENGINEERS AND NCDEQ, ROCK GTNL1A1C851"
)ERORAWSWTH FILTER FABRIC WILL SE INSTALLED AT THE SpTTOM OF THE EXISTING STREµ AREAS THAT ARE 4"REESTA SHWGETATWCOYERONREMAININGNSTUBDAREASWTMNTHEWORKUMITS
BE FILLED, AND ONLY DURING 'CRFCONDITIONS. ONCE THE ROCK UADERDRMN6 ARE INSTALLED PER THE
ONCE AGQWTE COVER HAS BEEN REESTABLISHED, REMOVE THE ROCK MM µD RESTORE
IMF REQUIREMENTS, THE CONTRACTOR MAY BEGIN FILLNG IN THE AREAS PER THE 4016404 PERMIT AMC THE
VEGETATIVE COVER TO AREAS AFFECTED BY ROCK Oµ REMOVAL
)TECHNICAL SPECIFICATIONS. CONTRACT OR TO BRING WE UP TO GRACE AND STABILIZE THE SITE PER THE
R WARR ALL pBTIAMM AREAS µE RE STORED TO A COVER TYPE NOT RESULTING IN SORT EROSION
AS. AS CUT MATERIAL IS MOVED INTO THESE FlLL AREAS , THE LAYERS WLL BE COMPACTED TO THE FINAL PAD
FROMTXEWORRARA
ADE. THE CO NTMCTOt WILL CONTINUE TO UIIIJZE THE STASNGMYDOWM AREAS CONSTRUCTED N PHASE iA2: O. CON6TRUCiIIXN SEQUENCE FO0. F LI1NG W THE STREAM
THE STREAM
fOMGAAYDOWNARFANy)MTXEMIWL MVERNPC MT THENTF µDSTAMNGM O MEAWI
1 DWTRACTOR TO Ad1EgE iOTXE401 ANFROM THE U.S CORPS OF ENGINEERS AMC
THE EAST SIDE OF THE RATE OFF G TROY SYRX ROAD.
ROOM IDENTIFY AREAS OF STREAM MTLANG6, µD POW AREAS THAT µE TO BE REMOVED
ONSTRUCTION SEQUENCE
2, CERTIFY AREAS OF TRANSITION SMAISEN STREAMS PERMITTED TO SE REMOVED AND THOSE THAT
µE NOT TO BE d3TURBED TO MEET THE PERMIT REOUIREMEMS.
6 IS A SPECIFIC CONSTRUCTION SEQUENCE FOR PHASE LIB OF THE GREENSBORO RANDOLPH MEWSRE
S, PRIOR TO FILLING IN STREAMS CONTRACTOR TO ENSURE A MY CONDITION AS PER THE 401 AND
LECT THE PROPOSED WORK REQUIRES AN RMES CONSTRUCTION STORMWATER PERMIT FROM THE STATE OF
AW PERMIT, BEANS OF TRY' CONXT1ON INCLUDE REMOVAL OF WATER IN ROWE STREAMS, AND
RTH CAROUNA THIS P RESONE PRONDE3 M OUTLINE OF MEASURES REDNRED TO PREVENT SEDIMENT LADEN
WETLWD AREAS BY MEANS OF PUMPW ANDRA PUMP DIVERSION. REFERENCEDETMLSAND
MMAWER FROM EXITING THE PROJECT PHASE UNIT OF DISTURBANCE BW1 THE CONTRACTOR IS REQUIRED
NOTES IN THE PLANS REGARDING PUMPING OF WATER µO PUMPING AROUND
TAKE ALL NECESSARY MEASURES, WMETHER SPECIFICALLY IDENTIFIED HEREIN OR NOT, TO COMPLY WITH NORTHOWNS
AND SCOPE TO THE
6TORMWWTERRELMPS
4 WORK SHOULD BE PERFORMEOOUMNG PREDICTED PERIODS OF CRY NEATHFA OR SHOULD BE
FENMNTR MDNGDRENEW
'ROVE 40194UCTW
•ROVEDLOt a NO PERMIT FROM THE Ob. CW PS OF ENDNEERS µDI NCGO.
LIMITED AREAS THAT CAR BE MANAGED IN A REASONABLE TIME PERIOD PORSWNT TO THE AN
'ER TO GENERAL EROSION AND SEDIMENT CONTROL NOTE$OI SHEET WG)01.THE PLAN DRAWINGS AND
RY
Y6.
5. COMPLETE CLEARING AMU GRUBBING WITHIN THE STREµ SEE DIRECTLY IN FRONT CF ROCK
MAIL CONSTRUCTION SEQUENCE'.
CINAWOMEN TOLIMIT THE AMOUNT
OF EXPOSM SYSTEM INSTALLATION.WORK TON WATER
OF EXPOSED WORK AREA. ANY MIXING OF CLEAN WATER µ0 CONSTRUCTION 6TORYWATER R
* THIS PACKAGE, PHASE B, IS A CONTINUATION OF THE PRISE II A2- EARLY GRADING PACKAGE EROSION
CONSIDER CONSTRICTION WATER INCLUDING REARM BUFFER AREAS THAT HAVE TREE SEAGAI
CONTROL MEASURES FROM THAT PHASE ARE TO REMAIN IN PLACE AND OPERATIONAL UNTIL A FUTURE PHASE
AND GRUBBING AND AREAS AFFECTED BY MSTAWTION OF THE INFILTRATION MAIN. THE WE _
DICTATES THEN REMOVAL SUCH AS NEW GRADING SHOWN M THEµEA
MUST BE MNW MIND THAT CONSTRUCTION STORMWATER IS PROPERTY INVESTED TO SEDIMENT
2 PRIM TO COMMENCEMENT OF µY LAW DISTURBING ACTVOY, THE ERP40N AND SEOWENT CONTROL
RAISIN ANCROR OTHER EROSION CONTROL MEASURES AS APPROPRATE PER MOOED
(Ea5C) PERMIT FOR THE PROJECT M UBT BE APPROVED BY OWED AND RECEIVED BY THE OWNER. A
SPECIFICATIONS
PRELONSTRUCTION CONFERENCE SHALL BE HELD BY THE CONTRACTOR NTH NCDM PRIM TO ANY SITE
6, ONCE THE AREAS IDENTIFIED FOR FILL HAVE SEEN DE-WATEREDANDARE M A' CRY CONDITION, THE
WORK OR DISTURBANCE
CONTRACTOR MAY WON AWLYING THE GEOTEKTILE FAMUM FOR THE ROCK NOEflDRAJN SYSTEM
S. LIMITS O DISTURBNCE(LCDI SHALL BE IDENTIFIED IN THE FIELD NTH MµPJNGS THAT CAN WITHSTAND
TOBEPLACEDIN.
CONSTRUCTION ACTMTY FOR THE DURAHON OF THE PROJECT. THE CONTSACTOR MAY DELINEATE LOD POOR
7. CONTRACTOR TO PLACE CLEAN STONE INSIDE GMTEXIJLE FABRIC AND FULL A MIN 2x 2 AREA AS
TO ONSOARDMG If MARKING REQUIRES NO LAND DISTURBANCE. CHEW THIS PROJECT, NO EXGVAT1Ol OR
SXOWNINTXEDETML.
LAND DISTURBING ACTIWTY IS ALLOWED OUTSIDE OF THE LOTUS OF p6TURBµCE AS SHOWN ON THE PLANS
S, CONTRACTOR TO WRAP GEOTEAOUE FABRIC AROUND THE STORE TO PREVENT MIGRATION OF bM
FOR THIS PROJECT
INTO THE ROCK UNDIAMM 1 THE ROCK UNDEROWN WILL NOW SERVE AS A WAY FOR THE
4. ONCE THE LOU HAS SEEN IDENTIFIED, INSTALL ALL PERIM ETER ERGION AND SEDIN ENT CONTROL GRACE$
EXISUNGSTREµ TOFLMWTMR THE51T MU tTISMNOFILL M µDTOALLOWANY _
PERIMETER DEWCE6 INCLUDING TREE PROTECTION FENCE, TEMPORARY SILT FENCE. SRT FENCE STORE
GROUNDWATER ENCOUNTERED TO FLOW CONTINUOUSLY THROUGH THE SITE. �-
OUTLETS,µDCLFANWATFR EO DITCHES TO BE WSTALLPRIM TO CONSTRUCTING SEGMENT BASINS.
S" MCETHEROCKUNCER ISWPLACEONTRA ,THECCTORMAYBEWNTOADDBLLPERTX 1.1 "
PERFORM CLEARING ONLY A6 NEEDED FOR PERIMETER DEWCES. CONTRACTOR TO INSTALL MAPS IN PI-AAE8
µD NW PERMIT REGpREMENT6 µD THE GEOTOECHNICAL SPECIMATIGNS.
IN WHICH NO EARTIMVRK MAY BEGIN OMIL ALL SAPS ME INSTALLED WITHIN THE LOD.
I COMPLY WITH THE FOLLdWNG CONSTRUCTION SEQUENCE FOR EACH CONSTRUCTION PHASE
5, THE CLEAN WATER DIVERSION DITCH ON THE NORTH END OF THE WE FOR THIS PHASE SILL BE
CONSTRUIN CTED ENDTNENSMYWLLS THE HATER CONOTEDNLLBE
TWMANHE
IDa GRUBBING SHALL BE PERFORMED COMING PREDICTED PEWC060F ORY HEATHER
AN AROUNDTHE SAM ANCT
ROWED AREA DISTURBED
PUMPEDA MILWETLANDAREARVO IS
IIB. THE CONTRACTOR SHALL CLEµ AREAS TO INSTALL ASSOCIATED- CONTROL MEASURES
DTCNOTBE
PN LL DIRECT THE THEEASTREAM
THE WDDIRECT TOTWCLEµ RIVALLED
10c. THE CONTRACTOR SHALL CLEAR AND CALLS ONLY THE IMMEDIATE AREA TOIMSML THE ROCK
NTH SUFTCHCONIME TOED
SECOND THE CLENTHEER BERIVALLEDFDNTHSUSSIXONTTMN
SECOND AREA
STAERMPE
NLLBERD XLIHE6 TO
BEING IN LET, MATTING FOR AB OF ITCHUM TO
FULLY PRIMTOBEING USE.
THE CMRMN
1Se THE CONTRACTOR SHALL INSTALL THE ROCK THE CLEARED AREA
PLACED INTO ARE NOT NTH SPARSE GEOTSTILE
BEFlACE01MOlYYEpATE 3ERVICETMT ARE NOT STAMLI2EL WTI W0.RAP ANO C£OTEMILE
TOP OF THE
IBe. THE CONTRACTOR SHALL INBiALLTHE FILL, OVER TOP OF iNELWPIETEO ROCK VNLERDRNN.
UNDERAYMFMT.
I¢I. THE CONTRACTOR MALL REPEAT STEPS I O.G-I O, e, ABOVE UNT L THE UNCREGRNN IS
B COMYHVE CONSTRUCTING THE CLEAN WATER DIARSON DITCH ON THE NORTH FAST, MOUNDTHEENTRE
COMPLETED IN THE CURRENT STREAM REACH.
PHASE ME ON THE EAST UNTIL IT DIRECTS FLOW TO THE SOUTHEAST INTO THE URGING DUCH. THE
CLEAN WATER DITCH MIFLL BE INSTALLED WITH SUFRCIEM TIME TO BECAME FULLY 6TABWZED PRIOR TO
ECONBTRUCTICH SEQUENCE FOR REMAINING SITE
CONSTRUCTIONSEQUE FOR
BONG IN USE. MATTING WILL BE REQUIRED FOR STABOUGATION OF DITCHURES TO BE PLACED INTO IMMEDIATE
MAININGONTRN THE UNITS OF d6TURMNLE. "
CLEARING -
SERWCETMTµENOT 3TABLUEDWITH MP -SAP AND GMTEXRE UNDERUYMENT.
2. SEDIMENT BASINS FOR PXA6E H A3 WILL REMAIN IN SERWCE WHILE PHASE LIB WORK IS IN
7_ CLEAR TREES AND BRUSH TO ALLOW FOR THE EXCAVATION OF BASINS TO BE IMPLEMENTED.
PROGRESS,
B. CONTRACTOR TO INSTALLSEGMENTBASINS. PHASE It WILL RAW SIX SO TEMPORARY SEDIMENT BAMN8 IN
5 EXCAVATION OPERATIONS WLL INVOLVE RIWAOE AND EM-RUPABLE ROCK. E NON-NPPABIE
ORDER TO WORK M BOTH THE CUTS µ0 FILLS.
ROCK IS ENCOUNTERED, THE ROCK WILL HEED TO BE BLASTED TO EXCAVATE. ROCK WILL BE
HAULED TO THE DESIGNATED ROCK CRUSHING OPERATION AREA FOR AGGREGATE MATERIALS OR �I
B BEGINµYPONDDE-WATERINGTHATISREWIRED, SPECEICALYTREFONDONTHEEAST-6EENOTEB.
ROCKWLLBEIIMRFDTOBEPLACEDA STRUCTURMFILLINOESIGMTMRLLAREA6.
CONSTRUCTION SEQUENCE PON POND DEWATERNG AND NOTE C: CONSTRUCTION SEQUENCE FDA Dµ
EACRGWSTROCTDIVERMON MCXEB NTX ROCK CHECK pMISTO CONJEY ONSTE FLOV5 TOfNR05
N DURING THE FILL PLACEMENT PROCESS. DIVERSIONS ARE TO BE MMMMF£DALONGTHE TOP OF
THE BAMN6 AS IrvDICATED.
RUSLOPES AND DIRECTED TOWµO SLOPE DRAINS AS INDICATED IN THE PLANS, THESE F
MEASURES SHOULD REMAIN IN PLACE UNTIL THE NEXT PHASE OF THE PROJECT, r
OMEENTE6 ONEMCUST THEEMONINUE OtNTTHEROL PHASE II
IT MMMENACE MR EMAIEDWENT UNTILFTURE OSION PHASES
BPLAHS AM PERTAIN UNTIL FUTURE PNABEB µEIMPLEMEMTEDTO REMOVE THE EROSIQN CONTROL
ME
5. MATTING SILL BE REQUIRED FOR STAMUZATION O DRCHUNES TO BE PUCEO ALTO IMMEDIATE
{
NFA6URE6.
DERWCE THAT ME NOT STABILIZED WITH RIF- MP µOGEOTE%TIE VNOERLAYMEM. �
11. PERFORM REMAINING CLEARING REQUIRED. PER THE 404 PERMIT, WITHIN THE UNITS OF DISTURBANCE,
6" RUNOFF FROM THE BUILDING PADS MID OTHER RELATIVELY LFVEL AREAS SHOULD NOT BE
STREAM TO THE 4N PERMIT, CLEARING AND GRUBBING MUST OCCUR IN STRESECTIONS AND
ALLOWED TO SHEET FLOW OVER FILL SLOPES CONTRACTOR TO MAINTAIN COMMONS ALONG THE
REASONABLY BE EXPECTED TO OCCUR PRIOR TO WORKING IN EACH SECTION TO ENSURE PUMP#ROUNDS
TOP OF PILL SLOPES AND SLOPE GRAPH WRING THE FlLL PLAOMEM PROCESS. THESE MEASURES
µE M PLACE AND OPERABLE TO MAINTAIN DRY AMONG CONOTIMS AND TO AVOID DIRECT STORMWATER
ARE TO REMAIN IN PLACE UNTIL THE FlLL SLOPES HAVE BEEN AMOUATELY STABS DEC WITH
RUNOFF WO UNPROTECTED SECTIONS OF THE STREAM, THE LOCATION OF GORE OF THE EROSION CONTROL
ESTABLISHED VEGETATION PER WDEO REGULATION GS.I ISA-57(2). A-
CEMESWYNEED TOBESTOPPED FROM THAT SHOWNONTHE AFEWWOPLAIN IFMANAGE PATTERNS
7. ALLEXPOSED DISTURBED µEA6 MUST BE 6TABLCMD WITH GROUND COVER SOON 14 CALENDAR
DURING CONSTRUCTION µE DIFFERENT FORM THE FINAL PROPGM MANAGE PATTERNS IT IS THE
DAYS FROM THE IAST UND DISTURBING ACTMTYALL SLOPES OVFR W FT IN LENGTH, PERIMETER S.—
CONTRACTOR'S RESPONBBUTY TO ACCOMPLISH EROSION CONTROL FDA ALL DRAINAGE PATTERNS CREATED
OWES, 3WMFS, GOONS AND ALL SLOPES STEEPER THAN 9: 1(IT W. SIMIL BE STABILIZED WITH L\
AT VARIOUS STALES DURING CONSTRUCTION.
GROUND COVER AFTHIN 7 CALENDAR DAYS FROM THE LAST WID LIBTWRMNG ACTMTY,
12DU N CLEARING ARE GRUBBING. ANY MIXING OF CLEAN WATERMID CONSTRUCTION STORMWNTER IS
6, MMMENANCE OFSEDIMENT µD EROSION CONTROL MEASURES MUST CONTINUE THROUGHOUT A
CONSIDERED CONSTRUCTOR WATER, INCLUDING RIPARIAN METER AREAS THAT HAW TREE REMOVAL ANO
THE PXA6E IIB PLANS AND REMAIN UNTIL FUTURE PHASES ARE IMPLEMENTED TO REMOVE THE A
GRUBBING AND AREAS AFFECTED BY INSTALLATION OF THE INFILTRATION MAN. THE SIZE MOST SE
EROSION CONTROL MEASURES.
MMMNMED THAT CONSTRUCTION STORMWWTER IS PROPERLY DIVERTED TO SEDIMENT BASIN µDDR OTHER
R MERE CUTTING TO FINAL MAAEADE ELEVATION FOR PAVEMENT µEAR. WASHY THE TOP I FT OF
EROSION CONTROL MEASURES AS APPROPRIATE PER NCDEG SPECIFICATIONS.
SUBGRACE AND RECOMPACT SOULS TO 95% OF STµMRC PROCTOR.
13 ONCE ALL THE INITIAL EROSION CONTROL MEASURES ME M PLACE, CLEAN WORDS HAVE BEEN 6TABILU ,
ME POND WATER HAS OCCURRED. REFER TO SEQUENCE O'. CONSTRUCTION SEQUENCE FOR FILLING IN THE
STREW,
NOTE:
I, CONSTRUCTION SEQUENCE FOR POND DEVMTESER
I. RJUALL MIT FENCE M REQUIRED TO KEEP DISTURBED MEA FROM EXTING THE LW OR ENTERING NEARBY
SEE SHEET GGOBI FOR FUTURE REYOVLL OF
ENTRANCE OFF OF
AQUATIC RESOURCES
LAYDOWN I STAGING AREA-1, 4, 6, S 1- CONSTRUCTION
SEQUENCE.
HIGHYSAY US 421
2 CONTRACTOR TO PUMP OR OEWATER THE FORM. SUCH A6 BY 51PR XONG, THROUGH NORMAL DRAINAGE
PATTERNS, WATER IS ANTICIPATED TO BE CLEAN UNTIL THE BOTTOM OF THE POND 16 PEACHED. ONCE THE
BOTTOM OF THE POW 15 REACHED. A FILTMTKIN SYSTEM WILL BE UI1117ED TO ENSURE WATER IS CLEAN
ENOUGH TO OISCHMGE.
a CLEAR MERE AS NECESSARY TO ACCESS THE POND DAM.
4, SEED AND STAMUZE THE POND BOTTOM ONCE IT M6 BEEN CEWATERED.
E)2
NOR Erq N;. ,R Inc
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ENTRANCE OFF OF OLD US 421 (TO BE
CLOSED TO THE PUBLIC BY NCDOT - FOR
CONSTRUCTION TRAFFIC ONLY)
- CONSTRUCTED IN PHASE 1
TREES TO BE CUT AND
GRUBBED VOTHIN LOD
EROSION AND SEDIMENT CONTROL GRAPHIC - PHASE II B
SG.AlE. 1' • 5G' NGJJ4
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
EROSION & SEDIMENT CONTROL PLAN
PHASE IIB
CONSTRUCTION SEQUENCE
® FILENAME OCGaG4 dwR SHEET
SCALE , =5DC OOG-304
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11QHL12L SEE THIN ..EAT 11
PROJECT MANAGER =NIE M, MILLER. RCP, PVJS
PROJECT ENGINEER OAVIO BAKER, PE
3 OWtB121RJ2 NCDED RESUSMITTAL
1 OCUlwu RODEO IMTM SUBMDTAL
ISSUE DATE DESCRIPIIDM
DESIGN ENGINEER
INES TURLEY. PE
DRAMBY
JW ENMFERPALO. ER
DRANMBY
M DFUk BY
CHECKED BY
PROJECT NUMBER
JACOB RUGSILL
FRANCES SAIAER ED
RORFAT BAYSOEN, PE
IM810
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01 C-334
1
--01 C-347
Wu
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01 C-335
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621
II[o1C-344
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LEGEND
E%ISTINGWETLAND
EXISTING PONO
EXSTING PERENNIAL STREAM
IVJN'
NO AREA T
EXISTING INTERMITTENT STREAM
PERMANENT NETIAND IMPACT
TEMPORARY WETLWO IMPACT
1_'>_i122331]1Y3]J32)313].:]l PERMANENT POND IMPACT
,)y INDIRECT WETLAND IMPACT
INDIRECT POND IMPACT
PERMANENT STREAA IMPACT
4
TEMPORARY STREAM IMPACT
I
INDIRECT STREAM IMPACT
— PROPERTY BOUNDARY
,]I
SHEETS NOT USED
IV{
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
POND DE -WATERING PHASE 2B e
THIS IS REGAROH6 CE-VATERING PO D1.) ROR PHASE II S OF THE
ORE 41*1CRO RANOOLPH MEGASITE PROJECT, REDEN TO GENERAL
ERO&ON AND REORIENT CONTROL NOTES ON SHEETW0 01, THE
'IN diAVANGR ANO DETAILS.
A INITIAL CONSTRUCTION SEQUENCE
1
I A6:
R
11, PoNDNB DEWATERONCETHEERDSIONRSEpMENT
CONTROL PLANS PHASE N B ARE APPROVED, THE POND
WU-BE DISCHARGED TD RS EXISTING DRAINAGE PATTERN,
AN ES WILL REGULATE T HE FL 4WM T HE PUMP OR THE
VALVEONTHENPHON.
-
GREENSBORO RANDOLPH MEGASITE
•°°N^Ro"
-
FOUNDATION
JURISDICTIONAL IMPACTS
PHASE 11 B
l�F�'��'•Iy
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GREENSBORO RANDOLPH MEGASITE
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RANDOLPH COUNTY, NORTH CAROLINA
B FRDENAYE 0033O5.d" 9NEET
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o G
® OOG-305
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OLD 421 RC
(SR 1006
ENTRANCE OFF OF OLD US 421
TO BE CLOSED AND OPEN FOR
CONSTRUCTION ACCESS ONLY
_1I .�_
EXISTING RnIL ROA
NTR<% E 0F OF
.JLI % Ro RrcC
Da01C-301 01C-303 _ 01C-304 01 C-305
\I1 TREE LOT- __ _ C✓
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� �
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�/*� �CPDODNIA
'Y/ J EXISTING STREAM TO
I_ A �I, NOT BE DISTURBED
01 C-306 \ 01 C-307' 01 C-308� %J. 01 C-309 01 C-310
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R NSJ sLN LINE � I
�` �� 01 C-3 fi }- -- b 1 C-317 01 C-318 01 C-319
BROWNS MEADOW ROADNG4211N1ERSECTICN `"�
ENTRANCE INTO SITE TO BE CLOSED AND �\.\ T _ \
OPEN FOR CONSTRUCTION ACCESS CN� �� v
". : MATCHIJNE- SEE THIS SHEET FOR CONTINGFT11 N
01 C-324 — °j!!J
01C-320' �A\y� 01C 32�"-01 -322-� 01C-323
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\MATCH LINE SEE THIS SHEET FOR CONTINUATION
F)l
FOR En9ineennp Inc.
0 M.Carolina
u0 S.0 .Beeµ Sutle 10..
Ceenotle, NC 2e202
70C. 38.6700
N.C.B.E15. License Num r F4116
PROJECT MANAGER ACME M. MILLER, MCP, PAS
PROJECT ENGINEER
DAND BA ER RE
- - _
_-- — --
DESIGNENGINEER
WESTURLEY,PE
DRAWN BY
JENNIFER PALM. BIT
_
DMWNBY
JACOB RUDISLL
DRAWN BY
FRANCES SMILER, EII
3
.11 SQ021
NCDEO RESUGMITTA_
CHECKED BY
ROBERT SAYSDEN. PE
I
04NIAMU2
NCDEO INITIAL SUBMITTAL
II
DATE
DESCRIPTION
PROJEDt NDMBER
IW88103
N
LEGEND
D
TREE CLEARING AND GRUBBING
SHEETS NOT USED
PROPOSED LAYOONM PREA KITH PBC
STONE
ACCESS ROAD fl UN1TH
ABC STONE (CONSTRUCTED IN
IN
PREVIOUS PHASES 1 AND iAt)
PROPERTYROUNDARY
—
EXISTING STREAM TO NOT BE DISTURBED
—
WSLFFER
—
EXISTING STREAM TO BE IMPACTED
1 PHASEIIB STAGEITOTKCUTTINGANOGRUBBING C
-L3196 AC.
3. PHASE II B- STAGE 1 TOTAL LIMITS OF DISTURBANCE
(LOG) `6N] AC.
D
0 ni
GREENSBORO RANDOLPH MEGASITE
n 0
FOUNDATION
EROSION & SEDIMENT CONTROL PLAN
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PHASE II B - STAGE 1
/Z6
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OVERALL KEYMAP
m
GREENSBORO RANDOLPH MEGASITE
'•%f. F'YCINfA'p (v
U m m
RANDOLPH COUNTY, NORTH CAROLINA
6 '='C. '. SHEET
FILENAME3C ew9
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SCALE '=50C OIC-300
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EXIS INGRAIL ROAD
RO
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%_'
s OPEN FOR CONSTRUCTION ACCESS V."
MATCHLINE- SEE THIS SHEET FOR CONTINUATION
I L I
l
101 C 349 - -345 ' � `: � 01 C 34� 01 C-347 � 0 i C-348 01C �
1
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oOMe C"d _pInc.
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28A2 ChM.. NO
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B.6]Op
N.C.B.E.LS. license FL rFM 16
PROJECT MANAGER WCRIE M. MILLER, MCP, PNS
PROJECT ENGINEER
DAND BAKER, PE
DESIONENGINEER
NESTURLEY,PE
-
DRANK BY
JEWFER PALOW. ER
DRAMBY
PRANCES SADLER, BIT
CHECKED BY
ROBERT BAYSDEN, PE
J B7lJB1s= RFC I NCDEO RENSED RESUBM TTAL
2 m14H22 NODES RESUBMITTK
pKMISBOJ NCDEOINITIALSUBMRTK
_-IT
AMBUE WTE DESCRIPTION
PROJECTNBMBEA
lommIS}
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
I
N
_EGEND
D
TREE CUE—.. ANO GRUBBING
SHEETS NOT USED
PROPOSED IAYDOWN AREA WITH ABC
STONE
ACCESS ROADS M AREA KITH
PBC STONE (CONBTRUCTEOIN
PREVIOUS PHASESI ANDAND 2A1)
i
PROPERTY BOUNDARY
—
EASTING STREAM TO NOT BE DISTURBED
-
SP BUFFER
—
EMSTING STREAM TO BE IMPACTED
1, PHASE II B-STAGE 2 TOTAL LIMITS OF DISTURBANCE I C
(LOD) - 611.] AC.
EROSION & SEDIMENT CONTROL PLAN
PHASE IIB- STAGE 2
OVERALL KEYMAP
p 2 FILEtMME I 814525"a SHEET
01C-325
9CAlE 1•=6pp•
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NATCMLME-SEE BNEET 81G180
_ _ F00. CONi1NWTNIN _
\ GENERµ MOTES:
M{OP E RI HT -OF MSSION \ \ I. SEE BHEET OOG.151 FOR EROSION CONTROL GENERµ
LWE RIGHT-OF-WAY V\
NOTES.
\ 3. SEE SHEET MG-1 51 FOR EROSION CONTROL SEQUENCE OF
\ \ CONSTRUCTION AND l£UENO.
` \ \ T. DISTURB ONLY ENOUGH MEA TO INSTALL PHASE U3
4. µLMEAN THIN-,53 LOO TO SI NOTES,
BEE SHEETS
\ \\ WG-t83686G-158 FOR NCH NOTES.
` \ ` 5. WWWIE 2%UM ITUMUCH A6 NEL BIETO ACHIEVE
WEFORD BTTW. UDwµ CHANNELBLDPET«Rp1 II
THE POND BOSS SEE DETAIL UZEC08FOR I�NNE-BCT POMO
\ CHANNEL SLO IE SECTION. STABILIZE CHANNEL BOTTOM
\ MID SIDEBLOU PATH NAG CIA, NAG LI158N, 01t
\ WINIUM O EOUµ.
\ 6. STREME p8TURBANCE TO UP6TREµ ANOOOPM6TREAM
\ SERF1 ANOWETUNOB.
t W6ERSEDNAENT ]. BASINENLAR4EMENTS ON SHEET OiG]`6o,MC-Z51,
TAIL WON ro WINpN&aAxq
BRIE
SEE
MI ESEYATION MID 61 TOB
OF 712W \\ 8 OPEN iO BE PLHAOEFSH OF16' NG 0,.SI OF 6'W
_— \\ \ `� SEESEET01C-MFOR Fl OFIB'AMDTIO MtANI
-- ` E SHEET 01Gb0 FOq FINµ BTABILIyCr1pN PCµ.
LEGEND
TSB 715 1 � � � � � EpSTINU NETUNO
EWSTING POMO
_ -c-��y \ —� /� �� .� PROP
OISEO RIPRM
TIS - -_ _-- '�-_ �_ �` - i - ;QABCBrou�pcousrrtuoovm AREA w1T«
MATTW4To ]2p. _ �' t__ _ __I'1$ O PREMUS GHASES I MD Ml)
CTEDIN
717W KKI BTPROPOBED uvDOYM ARiN1MT«ABC
ME
4iSy -� TIORAGE 1 TREE CLEMwG M'9 GRUBBING
/ +F _ _ __ ___
_ _ _ _ _ _ _ _ _ _ _ _ _ Elk _ 1 ELS wGiRAN6aISB0NiONER
- - _ -STORAGE
—LW— UNITS
OF DISTURBANCE
IVY UT6 OF DISTURBANCE ESTMUSHED
_ _ _ _ _ _ _ _ _ -f
_ _ _ _ _ _ _ _ _ _ _ wPRErtoue P«RSE
F O _ _ _ _ _ _ _ _ _ _ _ 1 ¢ gILT FENCE
_
w _ _ _ _ _ _ _ _ _ _ _ _ _ —%IUt— PWOPDBF➢N0.IORCOMTOUR
y! _ Po _ _ _ _ _ _ _ _ _MATERNcL _ /�_ ._ __ - _ro _ _> - iENPGRMrr pvLRGwN mNNE
TREE PROTECTION FENCE
1 - DOUBLE ROM&LT FENCE
=8 CC 6TOCNplE FOR IQ - ^i �t _ _ _ _ _ EW6rING 6iREAM UYPOVM/ _ _�
IITMANC AREA 1 -� I SEDIMENT BMFLE
S 1 y _ - u -- Z - STREM TO OF BANN
pe —
R
_ _ EUBTIiG AR CONTOUR
_
I� E)TSTNG MMOR CONTOUR
ROCNL« EROCM
DIRECTION OF FLOP/ TLET
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CtE`WNITERp RMON SMWLE
-_-_-_ IWYRFLOOOMNN
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S BLASTING
_ _ _ENTRANCE
---TDB - -BH STIT NG - _ _ _ _ _ _ _ _ _
_ l TflppRA)S%PT 41X N_ _ _ K WATTLES
IIME%IB iOSIIPER SILT FENCE
_ _ _ _ - _ _ tCdOf
__ _ _ _ _ _ _ _ _ _ � _ _ _ _ 1 EYJ6TM6 PROPERTY UNE
e - _ _ GEMS PROPERTY BOUNDARY
_ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ uF curxlu LINE
----------------
\ 7
- 01p196 01U11 O1 C1]8 OI G1]B 0 C-
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KEY MAP
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. C B E L. L—Nun ,1.116
GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
EROSION & SEDIMENT CONTROL PLAN
PHASE IIA2- STAGE 2
= ,,. � ofc Iss N,, BNEEr
BULB 1 =+o0 01C-185