NCG100239_COMPLETE FILE - HISTORICAL_20160913

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT N0.
DOC TYPE
8'HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
YYYYMMDD

M
PAT MCCRORY
DONALD R. VAN DER VAART
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
September 13, 2016
Mr. Balaji Prasad
Ahoskie Pull Parts, LLC
2346 US Hwy 13 South
Ahoskie, NC 27910
lecmfor ,
TRACY DAVIS
Director
RECEIVED
SEP 2 1 2016
DW
R SECTION
Subject: NPDES Stormwater Permit NCG100239
Ahoskie Pull Parts, LLC
Formerly, EC Milestone Metals, Inc.
Hertford County
Dear Mr. Prasad:
Division personnel received your request to revise your stormwater permit Certificate of
Coverage to accurately reflect your new company and/or facility name.
Please find enclosed the revised Certificate of Coverage. The terms and conditions contained
in the General Permit remain unchanged and in full effect. This revised Certificate of
Coverage is issued under the requirements of North Carolina General Statutes 143-215.1 and
the Memorandum of Agreement between North Carolina and the U.S. Environmental
Protection Agency.
If you have any questions or need further information, please contact the Stormwater
Permitting Program at [phone].
Sincerely,
for Tracy E. Davis, P.E., CPM, Director
Division of Energy, Mineral and Land
Resources
cc: Washington Regional Office
Stormwater Permitting Program riles
CentiahFiles
State of North Carolina � Environmental Quality I Energy, Mineral and Land Resources
1612 Mail service Center 1 512 North Salisbury Street I Raleigh, North Carolina 27699-1612
919 707 9220 'r

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG100000
CERTIFICATE OF COVERAGE No. NCGIO0239
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Ahoskie Pull Parts, LLC
is hereby authorized to discharge stormwater from a facility located at:
Ahoskie Pull Parts, LLC
2346 US Highway 13 South
Ahoskie
Hertford County
to receiving waters designated as an unnamed tributary to Ahoskie Creek, a class C, NSW
waterbody to Chowan River Basin; in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts 1, Il, III, and IV of General Permit No.
NCG 100000 as attached.
This certificate of coverage shall become effective September 13, 2016.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 13, 2016.
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

Geological Resources, Inc.
August 31, 2016
Bradley Bennett
Stormwater Permitting Program
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, NC 27699-1612
RECEIVED
SAP 07 2016
DENR-LAND QUALITY
SSORMWATER PERMITTING
RE: Ownership Change for General NPDES Permit/Sedimentation and Erosion Control
Ahoskie Pull Parts
2346 US Highway 13 South
Ahoskie, Hertford County, North Carolina
Certificate of Coverage No. NCG100239
Erosion and Sedimentation Control Plan No. I-lertf-2016-005
GRI Project No. 3254
Dear Mr. Bennett:
The purpose of this correspondence is to request that the NI'DES Permit (COC No. NCG100239) and the
Erosion and Sedimentation Control Plan (No. 1-fertf-2016-005) be transferred from.EC Milestone,Metals,
Cli�-c-to Ahoskie Pull-Parts;'I LC7 EC Milestone Metals, Inc. is no longer in business and wishes to
transfer ownership and responsibility of the business to Ahoskie Puil Parts, LLC. Although, the
principals of both companies have not changed — it was determined by the permittee that they wanted to
discontinue their business operations at the facility as EC Milestone Metals, Inc. and going forward to
allow Ahoskic Pull Parts, LLC to operate as the business entity. Therefore, EC Milestone Metals
relinquishes all ownership and responsibility over all aspects of the project to Ahoskie Pull Parts, LLC.
A completed Permit NamelOwncrship Change Form is included as Appendix A. A copy the revised
Financial Rcsponsibility/Ownership Norm listing Ahoskie Pull Parts, LLC as the firm responsible for the
land -disturbing activity is included as Appendix B. A signed certification from the previous permittee
(EC Milestone Metals, Inc.) relinquishing all ownership and responsibility of the project, including
implementation of the above referenced permit and plan and acceptance of this responsibility by the new
permittee (Ahoskie Pull Parts, LLC) is included as Appendix C.
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]

r Ownership Change for General NPDES Permit/Sedimentation and Erosion Control
Ahoskie Pull Parts
Certificate of Coverage No. NCG100239
Erosion and Sedimentation Control Plan No. I-lertf-2016-005
Page 2 of 2
Copies of the revised forms are also being submitted to Mr. Richard Peed in the NCDEQ Washington
Regional Office, Division of Energy, Mineral and Land Resources in Washington, North Carolina.
Please do not hesitate to contact me at [phone], if you have any questions or require any
additional information. Your prompt attention will be greatly appreciated.
Sincerely,
di -AL-
Rohit Shetty, P.E.
Vice -President
enclosures
cc: Mr. William Conner, Ahoskie Pull Parts
file
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]

APPE

NCDENR
N-- f — DurnsrsN" 4
CNNRMH N N j. Rtbb s
Division of Energy, Mineral & Land Resources
Land Quality Section/Stormwater Permitting
National Pollutant Discharge Elimination System
PERMIT NAME/OWNERSHIP CHANGE FORM
FOR AGENCY USE ONLY
Date Received
Yeer
Month j Da
I. Please enter the permit number for which the change is requested.
NPDES Permit (or) Certificate of Coverage
N, l 1 0 j 0 1 2 3 9
It. Permit status Erior to requested change.
a. Permit issued to (company name): EC MILESTONE METALS, INC.
b. Person legally responsible for permit: Balaii Prasad
AND c
c. Facility name (discharge):
d. Facility address:
e. Facility contact person;
First MI Last
President
Title
2346 US HIGHWAY 13 SOUTH
Permit Holder Mailing Address
Ahoskie NC 27910
City State Zip
[phone] { )
Phone Fax
AHOSKIE PULL PARTS
2346 US HIGHWAY 13 SOUTH
Address
Ahoskie NC 27910
City State Zip
William Conner [phone]
First / M1 / Last Phone
Ill. Please provide the following for the requested change (revised permit).
a. Request for change is a result of. ® Change in ownership of the facility
❑ Name change of the facility or owner
If other please explain;
b. Permit issued to (company name): AHOSKIE PULL PARTS, LLC
c. Person legally responsible for permit: Balajr Prasad
First Ml Last
Member/Manager
Title
2346 US HIGHWAY 13 SOUTH
Permit Holder Mailing Address
Ahoskie NC 27910
City State Zip
252 337-4433 bgbalajiprasad@gmail,com
�T
Phone E-mail Address
d. Facility name (discharge):
AHOSKIE PULL PARTS
e. Facility address:
2346 US HIG14WAY 13 SOUTH
Address
Ahoskie NC 27910
City State Zip
f. Facility contact person:
William Conner
First MI Last
[phone] williameonnerl06(-7a gmail.corn
Phone E-mail Address
IV. Permit contact information (if different from the person legally responsible for the permit)
Revlsed ,Jan. 27, 2014

NPDES PERMIT NAME/OWNERSHIP CHANGE FORM
Page 2 of 2
Permit contact: William Conner
First Mt Last
General Manager
Title
2346 US HIGHWAY 13 SOUTH
Mailing Address
Ahoskie NC 27910
City State Zip
252 287-1525 williamconner105 :nail.com
Phone E-mail Address
V. Will the permitted facility continue to conduct the same industrial activities conducted prior
to this ownership or name change?
® Yes
❑ No (please explain)
VI. Required items: THIS APPLICATION WILL BE RETURNED UNPROCESSED IF ITEMS
ARE INCOMPLETE OR MISSING:
❑ This completed application is required for both name change and/or ownership change
requests.
❑ Legal documentation of the transfer of ownership (such as relevant pages of a contract deed,
or a bill of sale) is required for an ownership change request. Articles of incorporation are
not sufficient for an ownership change.
The certifications below must be completed and signed by both the permit holder prior to the change, and
the new applicant in the case of an ownership change request. For a narne change request, the signed
Applicant's Certification is sufficient.
PERMITTE)E CERTIFICATION (Permit holder prior to ownership change):
I, Balaii Prasad (EC Milestone Metals ]no,), attest that this application for a name/ownership change has
been reviewed and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting information is not included,
this application �ackage be returned as incomplete.
Signature Date
APPLICANT CERTIFICATION
I, Balaii Prasad (Ahoskic Pull Parts. LLQ, attest that this application for a name/ownership change has
been reviewed and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting information is not included,
this applic ion packa wi i be returned as incomplete. / I
6 e—
ignature Date
PLEASE SEND THE COMPLETE APPLICATION PACKAGE TO:
Division of Energy, Mineral and Land Resources
Stonnwater Permitting Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Revised Jan. 27, 2014

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blank.)
Part A.
1. Project Name AHOSKIE PULL PARTS
2. Location of land -disturbing activity: County HERTFORD City orTownship AHOSKIE
Highway/Street US HWY 13 S Latitude 36' 15' 13.025" Longitude 760 57' 19,325"
3. Approximate date land -disturbing activity will commence: Upon permit approval
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 3.94 acres
6. Amount of fee enclosed: $ 260.00 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585),
7. Has an erosion and sediment control plan been filed? Yes X No Enclosed Hertf-2016-005
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name WILLIAM CONNER E-mail Address [e-mail]
Telephone (Z521287-1525 Cell # [phone] Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
DUMP AND CASH, INC. [phone]
Name Telephone Fax Number
2346 US HIGHWAY 13 SOUTH -SAME-
Current Mailing Address Current Street Address
AHOSKIE NC 27910
City State Zip City State zip
W. Deed Book No. 750 Page No. 756 Provide a copy of the most current deed.
Part B.
I. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
AHOSKIE PULL PARTS, LLC. [e-mail]
Name E-mail Address
2346 US HIGHWAY 13 SOUTH
Current Mailing Address
AHOSKIE NC 27910
City
-SAME-
Current Street Address
-SAME-
State Zip City
Telephone [phone] Fax Number
State

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent;
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
BALAJI PRASAD OF AHOSKIE PULL PARTS MEMBER/MANAGER
Type or r' t name Title or Authorit l
s 9 a- I rLo lj
Signdlure V Date
I, GR t J�if�e F a Notary Public of the County of
State of North Carolina, hereby certify that �) R t I' (_j s appeared
personally before me this day and being duly sw4fi acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this 19N
mORGIA A JOYNER
Notary Public
te Cotes)Onh rolln
sion Expires
day of Ct (t A 20�
- Ck
Notary
My commission expires

I
CERTIFICATION OF TRANSFER OF OWNERSHIP AND RESPONSIBILITY
EC Milestone Metals, Inc. (Current Permittee) hereby relinquishes all ownership and responsibility to Ahoskie Pull
Parts, LLC (New Permittee) for operation and implementation of NPDES Permit (Certificate of Coverage No.
NCG]00239) and Erosion and Sedimentation Control Plan (No, HERTF-2016-005) of the proposed automotive
recycle parts business for the Ahoslcie Pull Parts facility located at 2346 US Highway 13 South in Ahoskie,
Hertford County, North Carolina 27910.
Ahoskie Pull Parts, LLC accepts all ownership and responsibility of operation and implementation of the above
referenced NPDES Permit and Erosion and' Sedimentation Control Plan for the referenced Ahoskie Pull Parts
facility. Ahoskic Pull Parts, LLC understands that this includes operating the business, conducting necessary land -
disturbing activities, field inspections, investigations and conduct operations of an automotive recycle parts facility
as may be reasonably required in the administration of the proposed vehicle pull parts business. Ahoskie Pull Parts,
LLC further acknowledges to take full responsibility to conduct site activities in accordance with established permit
guidelines for the above referenced permit and plan from the date of this agreement
EC MILESTONE METALS,
Signature:
Date:
Name:
Balaji Prasad
Title:
President
Address:
2346 US Highway 13 South
Ahoskie, NC 27910
Telephone:
[phone]
AHOSKIE PULL PARTS, LLC.:
Signature:
Date:
Name:
Balaji Prasad
Title:
Member/Manager
Address:
2346 US Highway 13 South
Ahoskie, NC 27910
Telephone:
[phone]
I, Q 1 of JP r , a Notary Public of the County of ��4,1 -e
State of North Carolina, hereby certify that PJ�I J a� + P�r'iJr �9 appeared personally before me
this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this day of {•( 120
j
C3EORGIAAJOYN�.Ft
Notary Public G W
Bettie County, North Carolina Notary
My Sualrission Expires
My commission expires

7�
Geological Resources, Inc.
August 31, 2016
Bradley Bennett
Stormwater Permitting Program
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, NC 27699-1612
r
RECEIVED
SEP o 7 2016
DEAR -LAND QUALITY
STORMWATER PERMITTING
RE: Ownership Change for General NPDES Permit/Sedimentation and Erosion Control
Ahoskie Pull Parts
2346 US Highway 13 South
Ahoskie, Hertford County, North Carolina
Certificate of Coverage No, NCG100239
Erosion and Sedimentation Control Plan No. Hertf-2016-005
GRI Project No. 3254
Dear Mr. Bennett:
The purpose of this correspondence is to request that the NPDES Permit (COC No. NCG 100239) and the
Erosion and Sedimentation Control Plan (No. Ilertf-2016-005) be fe ecl from > G Njilestone.Meta V,
nc-to Ahoskie Pu11=Parts; LLG. EC Milestone Metals, Inc. is no longer in business and wishes to
ransfer ownership and —responsibility of the business to Ahoskie Pull Parts, LLC. Although, the
principals of both companies have not changed — it was determined by the permittee that they wanted to
discontinue their business operations at the facility as EC Milestone Metals, Inc. and going forward to
allow Ahoskie Pull Parts, LLC to operate as the business entity. Therefore, EC Milestone Metals
relinquishes all ownership and responsibility over all aspects of the project to Ahoskie Pull Parts, LLC.
A completed Permit Name/Ownership Change Form is included as Appendix A. A copy the revised
Financial Responsibility/Ownership Form listing Ahoskie Pull Parts, LLC as the firm responsible for the
land -disturbing activity is included as Appendix B. A signed certification from the previous permittee
(EC Milestone Metals, Inc.) relinquishing all ownership and responsibility of the project, including
implementation of the above referenced permit and plan and acceptance of this responsibility by the new
permittee (Ahoskie Pull Parts, LLC) is included as Appendix C.
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] [phone] • Fax [phone]

7
Ownership Change for General NPDES Permit/Sedimentation and Erosion Control
Ahoskie Pull Parts
Certificate of Coverage No. NCG100239
Erosion and Sedimentation Control Plan No. Hertf-2016-005
Page 2 of 2
Copies of the revised forms are also being submitted to Mr. Richard Peed in the NCDEQ Washington
Regional Office, Division of Energy, Mineral and Land Resources in Washington, North Carolina.
Please do not hesitate to contact me at [phone], if you have any questions or require any
additional information. Your prompt attention will be greatly appreciated.
Sincerely,
4��
Rohit Shetty, P.E.
Vice -President
enclosures
cc: Mr. William Conner, Ahoskie Pull Parts
file
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] [phone] • Fax [phone]

Ar,
Division of Energy, Mineral & Land Resources
!' Land Quality Section/Stormwater Permitting
National Pollutant Discharge Elimination System
NCD�h�IR
H�C�" �`b PERMIT NAME/OWNERSHIP CHANGE FORM
FOR AGENCY USE ONLY
Data Received
Year
Month Da
I. Please enter the permit number for which the change is requested.
NPDBS Permit (or) Certificate of Coverage
I Q 1 10 10 2 3 9
11. Permit status prior to requested change.
a. Permit issued to (company name): -� EC MILESTONE METALS, IN_C.
b. Person legally responsible for permit: Balaji T^ Prasad
R4PN� QER�Z���G
c. Facility name (discharge):
d. Facility address:
First Ml Last
President
Title
2346 US HIGHWAY 13 SOUTH
Permit Holder Mailing Address
Ahoskie NC 27910
city State Zip
[phone] _ (_ )
Phone Fax
AHOSICIE PULL PARTS
2346 US HIGHWAY 13 SOUTH
Address
Ahoskie NC 27910
City State Zip
e. Facility contact parson: William Conner_ [phone]
First / MI / Last Phone
I11. Please provide the following for the requested change (revised permit).
a. Request for change is a result of. ® Change in ownership of the facility
❑ Name change of the facility or owner
If other please explain:
b. Permit issued to (company name): AHOSKIE PULL PARTS, LLC
c. Person legally responsible for permit: Balaji Prasad
First T M1 Lases
Member/Manager
Title
2346 US HIGHWAY 13 SOUTH
Permit Holder Mailing Address
Ahoskie NC 27910
City State Zip
[phone] bgbala'i rasa_ d@gmail,eom
Phone T -moil Address
d, Facility name (discharge): AHOSKIE PULL PARTS
e, Facility address: 2346 US HIGHWAY 13 SOUTH
Address
Ahoskic NC 27910
city State Zip
f Facility contact person: William Conner
First MI Lost
[phone] [e-mail]
Phone r-mail Address
V
-11*'
V/
IV. Permit contact information (if different from the person legally responsible for the permit)
Revised Jan. 27, 2014

NPDES PERMIT NAMEIOWNERSHIP CHANGE FORM
Page 2 of 2
Permit contact: William Conner
First MI bast
General Manager
- - - Title --
2346 US HIGHWAY 13 SOUTH
Mailing Address
Ahoskie NC 27910
City State Zip
[phone] will1amconnerl06Agm2il.c_om
Phone E-mail Address
V. Will the permitted facility continue to conduct the same industrial activities conducted prior
to this ownership or name change?
® Yes
❑ No (please explain) _
V1. Required Items: THIS APPLICATION WILL BE RETURNED UNPROCESSED IF ITEMS
ARE INCOMPLETE OR MISSING:
❑ This completed application is required for both name change and/or ownership change
requests.
❑ Legal documentation of the transfer of ownership (such as relevant pages of a contract deed,
or a bill of sale) is required for an ownership change request. Articles of incorporation are
not sufficient for an ownership change.
.....................................................................................................................
The certifications below must be completed and signed by both the permit holder prior to the change, and
the new applicant in the case of an ownership change request. For a name change request, the signed
Applicant's Certification is sufficient.
PERMITTEE CERTIFICATION (Permit holder prior to ownership change):
I, Balaii Prasad ffiC Milestone Metals Inc.), attest that this application for a name/ownership change has
been reviewed and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting information is not included,
this application ackage be returned as incomplete.
Signature Date
APPLICANT CERTIFICATION
I, Balaji Prasad fAhoskie Pull Pails, LLC.), attest that this application for a name/ownership change has
been reviewed and is accurate and complete to the best of my knowledge, I understand that if all required
parts of this application are not completed and that if all required supporting information is not included,
this appli sort packs wi I be ;eturned as incomplete,
ignature Date
PLEASE SEND THE COMPLETE APPLICATION PACKAGE TO:
Division of Energy, Mineral and Land Resources
Stormwater Permitting Program
1612 Mail Service Center
Raleigh, North Carolina 27699-16 l2
Revised Jan. 27.2014

APPENDIX B
REVISED FINANCIAL RESPONSLBILITY/OWNERSHIP FORM
(FOR E&SC PLAN NO. HERTF-20I6-005)

a
FINANCIAL_ RESPONSIBILITYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL. ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail anchor fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name AHOSKIE PULL PARTS
2. Location of land -disturbing activity: County HERTFORD City or Township AHOSKIE
Highway/Street US HWY 13 S Latitude 36' 15' 13.025" Longitude 76' 57' 19.325"
3. Approximate date land -disturbing activity will commence; Upon permit approval
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas); 3.94 acres
6. Amount of fee enclosed: $ 260.00 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes X No Enclosed xertf-2016-005
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name WILLIAM CONNER E-mail Address [e-mail]
Telephone_ [phone] _ Cell # [phone] Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
DUMP AND CASK, INC. [phone]
Name
2346 US HIGHWAY 13 SOUTH
Current Mailing Address
Telephone Fax Number
-SAME-
Current Street Address
AHOSKIE NC 27910
City State Zip City State Zip
10. Deed Book No. 75D Page No. 755 Provide a copy of the most current deed.
Part B.
I. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
AHOSKIE PULE. PARTS, LLC. [e-mail]
Name
2346 US HIGHWAY 13 SOUTH
Current Mailing Address
AHOSKIE NC 27910
City State -- Zip
E-mail Address
-SAME-
Current Street Address
-SAME -
City State Zip
Telephone [phone] Fax Number.

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City
E-mail Address
Current Street Address
State Zip City
Telephone Fax Number
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State Zip
E-mail Address
Current Street Address
City State Zip
Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein,
BALAJI PRASAD OF AHOSKIE PULL PARTS MEMBER/MANAGER
Typ:7�_
't name Title or Authori
W 2 ,
Signdlure Date
I�� a Notary Public of the County of
- - Qn f
State of North Carolina, hereby certify that �)q i Pr/,I s 11 appeared
personally before me this day and being duly swo acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this
GEORWA A JOYNER
Notary PubNc
Berke 0MPwth CarW a
Mmi y ca,ssion Exphm
day of CCU 120 j
Notary
My commission expires

CERTIFICATION OF TRANSFER OF OWNERSHIP AND RESPONSIBILITY
EC Milestone Metals, Inc. (Current Permittee) hereby relinquishes all ownership and responsibility to Ahoskie Pull
Parts, LLC (New Permittee) for operation and implementation of NPDES Permit (Certificate of Coverage No.
NCG100239) and Erosion and Sedimentation Control Plan (No. HERTF-2016-005) of the proposed automotive
recycle parts business for the Ahoskie Pull Parts facility located at 2346 US Highway 13 South in Ahoskie,
Hertford County, North Carolina 27910.
Ahoskie Pull Parts, LLC accepts ail ownership and responsibility of operation and implementation of the above
referenced NPDES Permit and Erosion and Sedimentation Control Plan for the referenced Ahoskie Pull Parts
facility. Ahoskie Pull Parts, LLC understands that this includes operating the business, conducting necessary land -
disturbing activities, field inspections, investigations and conduct operations of an automotive recycle parts facility
as may be reasonably required in the administration of the proposed vehicle pull parts business. Ahoskie Pull Parts,
LLC further acknowledges to take full responsibility to conduct site activities in accordance with established permit
guidelines for the above referenced permit and plan from the date of this agreement
EC MILESTONE METALS, ,
Signature:
Date:
Name:
Title:
Address:
Balaji Prasad
AHOSKIE PULL PARTS, LLC.:
Signature: r
Date:
Narne: Balaji Prasad
President Title, Member/Manager
2346 US Highway 13 South Address: 2346 US Highway 13 South
Ahoskie, NC 27910
Telephone: [phone]
Ahoskie, NC 27910
Telephone: [phone]
11 (3-,0 1 �Vd 1r , allotary Public of the County of��f
State of North Carolina, hereby certify that �a �+ �s ^ appeared personalty before me
this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial sea], this c day of t.( , 20�
C3E0}�GIAA JGYNER �
Notary Public
Bertie County, Nodh Carolina Notary
My �rimion Expires l i 1 �
My commission expires 7'1

Central Files: APS _ SWP _
3/24/2016
Permit Number NCGIO0239 Permit Tracking Slip
Program Category
Status Project Type
NPDES SW
In draft New Project
Permit Type
Version Permit Classification
Used Motor Vehicle Parts Stormwater Discharge COC
COC
Primary Reviewer
RECEIVED
Permit Contact Affiliation
rick.riddle
Coastal SWRule
qq p
MAR
MAR 94 2016
•
CENTRAL FILESDWR
Permitted Flow
SECTION
Facility
Facility Name
Major/Minor
Region
Ahoskie Pull Parts
Minor
Washington
Location Address
County
2346 US Hwy 13 S
Hertford
Facility Contact Affiliation
Ahoskie NC 27910
William Conner
General Manager
2346 US Hwy 13 S
Owner
Ahoskie
INC 27910
Owner Name
Owner Type
William Conner
Non -Government
Owner Affiliation
William Conner
General Manager
2346 US Hwy 13S
DateslEvents
Ahoskie
NC 27910
Scheduled
Orig Issue App Received Draft Initiated Issuance
3/312016
Public Notice Isque
3ll3r/l%J
Expirati
AAACY�
nIIPw7
2/1112016
Regulated Activities _
Requested /Received Events
Dismantling automobiles for scrap
RO staff report received -
3/23116
RO staff report requested
2/23116
Outfall 1
Waterbody Name Streamindex Number Current Class Subbasin
Ahoskie Creek (Ahoskie Swamp, Bear Swamp) 25-14-1 C;NSW 03-01-01

PAT MCCRORY
Gnvemor
DONALD R. VAN DER VAART
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
March 23, 2016
Mr. William Conner
Ahoskie-Pull Parts
2346 US Highway 13 South
Ahoskie, North Carolina 27910
Subject: General Permit No. NCG100000
Ahoskie Pull Parts
COC No. NCG100239
County: Hertford
Dear Mr. Conner:
Seere fury
TRACY DAVIS
Dtrecror
In accordance with your application for a discharge permit received on February 11, 2016, we are
forwarding herewith the subject certificate of coverage (COC) to discharge under the subject state —
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US
Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the
Division of Energy, Mineral and Land Resources (Division). The Division may require modification or
revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division or permits required by the
Division of Water Resources, Coastal Area Management Act or any other federal, state or local
governmental permit that may be required.
If you have any questions concerning this permit, please contact Richard Riddle, Stormwater
Engineer at telephone number [phone].
Sincerely,
2�
for Tracy E. Davis, P.E., CPM, Director
Division of Energy, Mineral and
Land Resources
cc: Washington Regional Office
Central Files
Stormwater Permitting
Attachments
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
GENERAL PERMIT NO. NCG100000
CERTIFICATE OF COVERAGE No. NCGIO0239
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
EC Milestone Metals, Inc.
is hereby authorized to discharge stormwater from a facility located at
Ahoskie Pull Parts
2346 US Highway 13 South
Ahoskie
Hertford County
to receiving waters designated as an unnamed tributary to Ahoskie Creek, a Class C,NSW waterbody to Chowan
River Basin; in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, Ill, IV, V and VI of General Permit No. NCG 100000, as attached.
This Certificate of Coverage shall become effective March 23, 2016.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day March 23, 2016.
>)� �-� ?X2'4� - -
for Tracy E. Davis, P.E., CPM, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission

Yl1�W' 3l ,
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xaa 1' +
NCG 100239
N
W E
S•
Map Scale 1:24,000
Milestone Metals, Inc.
Ahoskie Pull Parts
Latitude: 360 15` 13" N
Longitude; 760 57` 19" W
County: Hertford
Receiving Stream: Ahoskie Creek
Stream Class: C, NSW
Index Number: 25-14-1 (Chowan River Basin)
lot
���ir.`r!►:l�ra��I►���1 �LJi
Facility Location

L74-
llivision of Energy, Mineral and Land Resources
7)&
�1�••�
NCDENR
ion
Land Quality SectNational Pollutant Discharge Elimination System
ND�T., GnOl�ru DEPART EUTo%
E_O_ENT AND NA uVR RESouRCES
Ncc 1 ooaoo
NOTICE OF INTENT
FOR AGENCY USE ONLY
Datc Received
Year
Month Da
Certificate ofCol,cra m
N C G !
heckjt,
I Amount
L•I'mlt
SSI I l'd t0
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG100000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) 5015 Used Motor Vehicle Parts
SIC 5093 Automobile Wrecking for Scrap, (except as specified below)
The following activities are specifically excluded from coverage under this General Permit:
Establishments primarily engaged in the wholesale trade of metal waste and scrap, iron and steel scrap, and
nonferrous metal scrap (hereafter referred to as the metal waste recycling industry)
For questions, please contact the DEMLR Regional Office for your area. See page 4.
,44W r1� 1 '„au r3 1 r
(Please print or type) / r �,,,�, r �lywrt PLA*tt
1) Mailing address of o erloperator-(address to which all permit correspondence will be mailed):
Name W1LLIAM CONNE - AFIOSK[E PULL PARTS (DBA OF EC MILESTONE METALS, [NC.)
Street Address _2LYS-HJGHWAY 13 SOUTH
City AHOSKIE State NC ZIP Code 27910
Telephone No. 2( 52) 287-1525 Fax:
2) Location of facility producing discharge:
Facility Name AHOSKIE PULL PARTS
Facility Contact WILLIAM CONNER
Street Address 2346 US HIGHWAY 13 SOUTH
City AHOSKIE State NC ZIP Code 27910
County HERTFORD
Telephone No. [phone] Fax:
Email williamconnerl06 a,�mail.com
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). Starting from NC 42, turn onto US HWY 13 heading South.
Facility is located approximately 3.2 miles from NC 42 on US HWY 13.
(A copy of a county map or USGS quad sheet with facility clearly located must be submitted with this application.)
4) Latitude 360 15' 13.025" Longitude 76' 57' 19.325" (deg, min, sec)
a5_V,5&-5 -7� q55� 7q
5) This NPDES Permit Application applies to which of the following:
® New or Proposed Facility Date operation is to begin upon approval of permit
❑ Existing
Page 1 of 4
SWU-225-071408 Last revised 6124l14

NCG100000 N.0.1.
6) Standard Industrial Classification:
Provide the 4-digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 5 0 1 5
7) Provide a brief narrative description of the types of industrial activities and products manufactured at
this facility: The facility proposes to receive automobiles as scrap which will undergo de-fluiding before
placement onto yard. Customers will be able to then go through the inventory of parked scrap cars
to find replacement parts.
8) Discharge points 1 Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property? 2
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Ahoskie Creek
Receiving water classification:'Swamp
Is this a 303(d) listed stream? NA Has a TMDL been approved for this watershed? NA
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
9) Does this facility have any other NPDES permits?
IX No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permit)?
121 No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
❑ No
IR Yes (Show structural BMPs on the site diagram.)
If yes, please briefly describe: stormwater and runoff is conveyed via grass -lined diversion ditches to
two sediment traps(Trap # 1 and Tra #2 which will then ultimately be discharged into Ahoskie
Creek
12) Does this facility have a Stormwater Pollution Prevention Plan?
® No
❑ Yes
If yes, when was it implemented? SWPPP will be prepared and implemented upon permit approval
13) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
E�No El Yes
b) is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
0 No ❑ Yes
Page 2 of 4
5WU-225-071408 Last revised 6124114

WILLIAM CONNER
NCG100000 N.0.1.
c) Is this facility a Large Quantity Generator (1000 kg, or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
d) is hazardous waste stored in the 100-year flood plain?
IN No ❑ Yes If yes, include information to demonstrate protection from flooding.
e) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor: _
Vendor address:
14) Certification:
North Carolina General Statute 143-215.6B(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report,
plan, or other document filed or required to be maintained under this Article or a rule implementing this Article; or who
knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or
who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under this Article or rules of the Commission implementing this Article shall be guilty of a Class
2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000).
hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: —
Title: GENERAWANAGER
Notice of intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 3 of 4
SWU-225-071408 fast revised 6/24114

076.9800000° W 076.9700000° W 076.9600000• W 076.9500000. W 078.940000D° W
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Approximate � 4 1119 ' `" ` � '� •''
Site Location
f1 Cem �. _ ��' -+. �;R: t t- +" 13• Trader
IL
tl� ve G
Z �' _ � � 'tom f �, •• :���-�� or S' f ~r .' + � I Z
t.
Declination y' «"S _ -
7S .'" .- -•- - �V to q i c¢�s
N z
/- 5' `•
to , o
Trei of M
Figure 1 SCALE 1:24000
Ahoskie Pull Parts o 1000 2000 3000 4000 5000
234E US Highway 13 S
Ahoskie, North Carolina FEET
MN 10.31 W
Incident # NIA
°
Name: Site Location Map Map Center Location: 036.25007500 N 076.95820830 W
Date: 04/15/15
Scale: i inch = 2,000 ft.
Generated by ECH at Geological Resources, Inc.

LEGEND
SURFACE FLOW DIREC77ON
- - - - WETLANDS BOUNDARY
VEGETATED EARTHEN BERM
PROPOSED PERMIT BOUNDARY
-.. PROPOSED DISTURBED AREA
r CONTOUR INTERVAL WITH ELEVA77ON (FT.)
Q— OVERHEAD ELECTRIC LINE
ORASS/LEGETA7701V SURFACE COVER
0 GRA VEL SURFACE COVER
PROPOSED HAUL ROAD (15 FT WIDE)
NOTE.-
1. THE TOTAL CALCULATED AREA WITHIN PROPERTY BOUNDARY IS
APPROXIMA TEL Y 30.461 ACRES BASED ON REGISTERED DEED,
2. THE TOTAL E577MA7ED AREA 70 BE PERMITTED IS APPROXIMA7FL Y 7.84
WHICH INCLUDES 7.10 ACRES OF PRO..E07 AREA AND APPROX/MATEL Y
0.74 ACRES OF HAUL ROAD AND ROADSIDE DIVERSION DITCHES.
J ES77A/A7FD AREA TO BE DISTURBED IS APPROXIMA MY J-2 ACRES IN
PRO..ECT AREA AND 0.74 ACRES OF HAUL ROAD AND DITCHES.
4. SI7F MAP IS BASED ON SURVEY CONOUC7ED BY TRUE LINE SURVEYING, PC
ON NOVEMBER 8, 20IJ & RESURVEYED IN 2014.
5. LAND CONTOUR IN7ERVALS ARE BASED ON DATA PROVIDED BY ThE NORTH CAROLINA
DEPARTMENT OF 77?A1VSPOR7A77OV
7RAP f1
APPROX. LOCA77ON-
100 YEAR FEMA FLOOD
RUN OF AHOSKIE CREEK --
IS PROPERTY LINE
It
f
1~ 1
M1k
DISTURBED AREA /
GRASS DIVERSION DITCHES L
(SEE NOTES FOR DESIGN DETAILS)
P/P
OAD/NC
AREA (40' X 125) z0
1AARPRaMA IF
V LOr.4 nav
LK POA49
25
P.
pp
.ti`4".' .'ter -ram• `a� _ r'F.
--- - -- PIP - -200'
PROPOSED PROLE -CT DISTURBED AREA -
(3.2 ACRES) - LIMIT OF D157URBANCE
PROPOSED PERMIT AREA
(7.10 ACRES)
PIP
'-JO' ACCESS
EASEMENT (EXISnNG)
t � sr'e�si
P/.
GRAVEL £NT?ANCE
(IF NEEDED)
_ ROADSIDE GRASS DIVERSION DITCHES
(SEE NOTES FOR DESIGN DETAIL S)
TRAP f2
-I-
S/ rE MAP
p 150 JOG 600
Ahoskie Pull Parts 2346 US Highway 13 South
( IN FEET) Ahoskie, Hertford County, NC Incident
Geological Resources, Inc. 1 inch = 300 ft Dote.- 04/15115 Drawn 6y. ECH I Figure_ 2

LEGEND
SURFACE f Z 0 W DIREC77ON
- - - - - WETLANDS BOUNDARY
VECETATED EARTHEN BERM
— - — PROPOSED PERMIT BOUNDARY
— - • — PROPOSED DISTURBED AREA
CONTOUR INTERVAL WITH-L,-VA77ON (FT.)
P/P OVERHEAD EL£C7RIC LINE
—/—
GRASS/VFGETATTON SURFACE COVER
0 GRA VEL SURFACE COVER
0 PROPOSED HAUL ROAD (15 FT WIDE)
f PROPOSED SIL T FENCE
TRAP P DIMENSJONS-
55FTX 110FTX2FT
(PLUS 1.5 FREEBOARD)
1
1 r~ ! ryry
AV
1_ M WAL CALaXA7E0 AREA WNW PR099?TY BOUNDARY
IS APWaUMA7aY JO461 ACRES BASED ON REG7S7ERED
DfED.
8 7HE 7t7TAL ES7WAMD AREA 70 BE PLcAWMD 1S
APl ROMATEIY 7.84 NHIC7Y 1102UDES 710 ACRES OF
PRO.ECT AREA AND APPROXIMA 7EZ Y 0.74 ACRES Ac HAUL
ROAD AND ROAD90C D00?90V DV r HES
.I ES77MA7ED AREA 70 6£ DJS WMV /S APAROAIMA722 Y 12
ACRES Mt PRLIECT AREA AND 0.74 ACRES OF HAUL ROAD
AND D176IYES
4. 577F MAP IS BASED ON SURVEY CGVVDUC7ED Sr TRUE LINE 5URb£17NC, PC
AV NOV£MBER 4 20IJ & RESURW-YED /N 2014.
.5 LAND Cta'VR7t/R IN7ERVALS ARE BASED GVV DATA PRO14DED 6Y THE NORTH CAROLINA
DEPAR7M£Nr OF 7RANSPL1RTAnON.
D157ZIR84ED AREA
CRASS D4ER-7W D17CHES
(SE£ NO MS FOR D£576-W
DETAILS - FTGYIRE 4)
/ _ Q
rye
DE —FLUID STA77ON (40
L OADING
AREA (40' X 125)
- � r
26
tie------ --- •'----- _
�._.. .- _ -- -. ._ fir. _ .�. _`_
. . -. _ •.
. ___ J'_ _
. .+..... _ ....
. ti
P/P �- _ - �.w?D0'9t/tfER:..-.±.:.;.:.:.'. . . _�,+,•..:.
. .0F -' -
- _ -
PROPOSED PAak-cr D/S7ZIRBED AREA
(J2 ACRES) - LIMIT OF D157i/RSANCf
PROPOSM PERMIT AREA
(7,10 ACRES)
VF6£TA7E0 EARTHEN
BERM
P/P
GL�)VERAL SEQUENCE 6F ERo9av t�avn?Gt ACn�tn£S
1. Obeam all necessary per -Its ftm Hertford County as wW/ as ay other applicable age»cies
2 Scheou/e and conduct o Pre—ConsbVctnn Conte encq preferably an —site with the Engineer of Owner's representative, NXE0
Erosion control Office; controcear and any other persons relevant to the propct.
-1 AN erosion control measures shah conform to the plan; aataATS and spec/frc0ba75 as shown on the attached plans and veil be
constructed, maintained and inspected nr general occcrdance with the NCDEO Erasrav and Sedrrnent Control Plann,ng and Design
Manual.
4, Install .sat fence, sediment tropX temporary diversions a7d/or other measures as indicated on the approved plans before
beginning dKr land diseurbance activities.
5. Install temporary diversions with stone check dams as necessary, to convey a sadrmenl—laden runoff into the specific sedannent
pond. Areas may be identified as work begdax either by the Engineer or gapropriats Durrbn Control personnel, which require
pear an the approved plans Please note that sat fences cannot be used as
emporary diversions.
's and disturb only as necessary to grade the proposed site.
'es as raquked alter each rainfall event
etative or protective cover sufficient to restrain erosion within 15 working dogs
is upon which no oddrtianal land disturbing activity will be undertaken are to be
5 warfrxog days.
7d excess drt shadf be removed from the site by the Contractor and transported
Is at o// tones
control devrces and property dispose of aft accumulated sediment and debris
7tr0l Inspector to confirm that all the requirements of the approved erosion
r and approvat by the Erosion Cantral Officar.4nspecta; the si7t fences and obW
'7
P/P P/P
[ tr
e 7 STORY
STEEL SLOG '�G '
DOW
30' ACCE55
rr` •''� Y EA.SlcMENT (£X1S77IVG) Y 1
f
GRA VEL ENTRANCE rZo- I
(IF NEEDED)
i 7RAP /2 DIM,7VSI0,V.-,• DOA6D57DE Q4A55 DIY£RSYGW
i IS
30 Fr)( 60 FT X 2 FT (SEE N07ES FOR DESIGN
+ (PLUS 1.5 FREEBOARD) DETAILS - f7CURE 4) /
EA75771VG HAUL ROAD
DISTURBED AREA— WaUDES
PROPOSED CRASS 0 fR-V0W DITCH
(0.74 ACRES)
EROSION CONTROL PLAN
0 75 150 300 Ahoskie Pull Parts 2346 US Highway 13 South
( IN FEET) Ahoskie, Hertford County, NC Incident ^1A
Geological Resources, Inc. 1 inch = 150 ft Date.- 01125116 1 Drown by. 9--CH IFigure. 3

Riddle, Rick L
From: Riddle, Rick L
Sent: Tuesday, February 23, 2016 8:47 AM
To: Edgerton, Thom; Peed, Richard
Subject: NOI for Ahoskie Pull Parts
Attachments: NCGl00239 NOI_Ahoskie Pull Parts.pdf; NCG100239_Site Plan_Ahoskie Pull Parts.pdf;
NCG100239_Erosion Ctrl PI_Ahoskie Pull Parts.pdf
Thom or Richard,
Please review the attached NOI application and respond with any recommendations for issuance of the permit. The State
Stormwater permit for this the construction of this site is already in-house with Samir. Your recommendation to issue the
permit serves as your acknowledgement that (1) the facility is located in your region, (2) that there are no current
complaints outstanding about the facility, and (3) that the facility may ultimately be inspected by the regional staff.
COC # Facility location CitylCounty
NCGIO0239 Ahoskie Pull Parts 2346 US Highway 13 South rAhoskielHertford
If you need any more info, please call or email. 1 look forward to your review or recommendation to issue the permit by
3/23/2016.
Thanks
Richard L. Riddle, Jr.
Stormwater Engineer
North Carolina Department Enviromental Quality
North Carolina Division Energy Mineral Land Resources
919 803-6375 office
[e-mail]
512 North Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699-1612
Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Dig isian of Energy, Mineral and Land Resources
,� Y'
AMP
NC®ENR
40" DV* -
rNwIiOomr�I AMA NAU/ RE9olw
Land Quality Section
Land
National Pollutant Discharge Elimination System
NCG100000
NOTICE OF INTENT
FOR AGENCY USL ONLY
Date Received
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG100000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) 5015 Used Motor Vehicle Parts
SIC 5093 Automobile Wrecking for Scrap, (except as specified below)
The following activities are specifically excluded from coverage under this General Permit:
Establishments primarily engaged in the wholesale trade of metal waste and scrap, iron and steel scrap, and
nonferrous metal scrap (hereafter referred to as the metal waste recycling industry)
h {
�� I For questions, please contact the DEMLR Regional Office for your area. See page 4.
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Name WILLIAM CONNER - AHOSKIE PULL PARTS (DBA OF EC MILESTONE METALS, INC.)
Street Address 2346 US HIGMVAY 13 SOUTH
City A.HOSKIE State NC ZIP Code 27910
Telephone No. 2_(52) 287-1525 Fax:
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No,
Email
AHOSKIE PULL PARTS
WILLIAM CONKER
2346 US HIGHWAY 13 SOUTH
AHOSKTE State NC ZIP Code 27910
HERTFORD
252 287-1525 Fax:
williamconnerl [e-mail]
3) Physical Location Information.
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). _Starting from NC 42, turn onto US HWY 13 heading South.
Facility is located approximately 3.2 miles from NC 42 on US HWY 13.
(A copy of a county map or USGS quad sheet with facility clearly located must be submitted with this application.)
4) Latitude 36" 15' 13.02511 Longitude 76' 57' 19.325" .(deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
I@ New or Proposed Facility Date operation is to begin upon approval of permit
❑ Existing
Page 1 of 4
SWU-225-071408 Last revised 6124114

NCG'i00000 N.U.I.
6) Standard Industrial Classification:
Provide the 4-digit Standard industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 5 0 1 5
7) Provide a brief narrative description of the types of industrial activities and products manufactured at
this facility: The facility proposes to receive automobiles as scrap which will u_ndergo_de-fluiding be
nlacement onto vard. Customers will be able to then go through the inventory of narked scrap cars
to find replacement parts.
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property? 2
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Ahoskie Creek
Receiving water classification; Swamp
Is this a 303(d) listed stream? NA Has a TMDL been approved for this watershed? NA
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer),
9) Does this facility have any other NPDES permits?
IX No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permit)?
l No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility,
11) Does this facility employ any best management practices for stormwater control?
❑ No
IR Yes (Show structural BMPs on the site diagram.)
If yes, please briefly describe: Stormwater and runoff is conveyed via grass -lined diversion ditches to
ltimately be discharged into Ahoskie
two sediment traps (Trap 41 and Trap #2) which will then u, .,, . .
Creek - - -- -- --
12) Does this facility have a Stormwater Pollution Prevention Plan?
IN No
❑ Yes
If yes, when was it implemented? SWPPP will be prepared and implemented upon permit approval
13) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal i=acllity?
12 No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg, of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
Page 2 of 4
SVVU-225-071408 Last revised 6/24114

NCG100000 N.O.I.
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
d) Is hazardous waste stored in the 100-year flood plain?
® No ❑ Yes If yes, include information to demonstrate protection from flooding.
e) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport 1 disposal vendor:
Vendor address:
14) Certification:
North Carolina General Statute 143-215.61131(i) provides that:
Any person who knowingly makes any false statement, representation, or certification In any application, record, report,
plan, or other document Tried or required to be maintained under this Article or a rule implementing this Article; or who
knowingly makes a false statement of a material fact In a rulemaking proceeding or contested case under this Article; or
who falsifies, tampers Wth, or knowingly renders Inaccurate any recording or monitoring device or method required to be
operated or maintained under this Article or rules of the Commission implementing this Article shall be guilty of a Class
2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000).
hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person signing: WILLIAM CONNER
Title: GENERATMANAGER
of
r d!J —
( ate ISigned)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 3 of 4
SWU-225-071408 Last revised 6124114

NCG100000 N.0.1.
Final Checklist
This application will be returned as incomplete unless all of the following Items have been Included:
IS Check for $100 made payable to NCDENR
IN This completed application and all supporting documents
EX A site diagram showing, at a minimum, (existing or proposed);
(a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwater outfalls
corresponding to the drainage areas, (d) runoff conveyance features, (e) areas where materials are stored,
(f) impervious areas, (g) site property lines.
EK Copy of county map or USGS quad sheet with location of facility clearly marked on map
Mail the entire package to:
Stormwater Permitting Unit Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee coverage under the NPDES General Permit.
For questions, please contact the DEMLR Regional Office for your area.
DEMLR Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 4 of 4
SWU-225-071408 last revised 6/24/14

Geological Resources, Inc.
January 26, 2016
John Holley, Poil
E�
-
Stormwater Permitting Unit Program
Division of water Quality FEB - 5 WE)
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, NC 27699-1612
RE: General NPDES Permit Application
Ahoskie Pull Parts
2346 US Highway 13 South
Ahoskie, Hertford County, North Carolina
Penn it No. NCG 100000
SIC Code 5015
Chowan River Basin
GRI Project No. 3254
Dear Mr. Holley:
NC DENR Raleigh Regional Office
�"' � 1 `
FEB I
DENR_L, ,NID Ql3At. TY
STGRivIVlliafEK pt:Ri tj l t NG•
Geological Resources, Inc. presents a Notice of Intent (NOI) for the National Pollutant Discharge Elimination
System (NPDES) Form (NCG100000) for your review on behalf of the proposed Alioskie Pull Parts (APP)
facility. EC Milestone Metals, Inc. (ECMMI) is doing business as (DBA) Ahoskie Pull Parts for the current
project. A sedimentation and erosion control (S&EC) plan has also been developed for the above referenced site
and is being submitted to the North Carolina Department of Environmental Quality (NCDEQ) Division of Land
Resources under a separate cover. To satisfy NCDEQ requirements, a state Stormwater permit as well as a
National Pollutant Discharge Elimination System (NPDES) application were prepared and submitted to the
appropriate departments within NCDEQ. A completed NOI for the NPDES permit (NCG I00000) is included in
Appendix A. The permit application is based on the proposed disturbed area which includes the vehicle staging
area (project area) and haul road leading this project area.
A copy of the completed Stormwater Management Permit Application Form (SWU-101) is included in
Appendix B. A copy of the completed Low Density Supplement Form (SWU-401) is included in Appendix C.
The area to be permitted as Ahoskie Pull Parts lies on a 30.46-acre parcel (PIN No. 6901-26-4568) owned by
Dump and Cash, Inc. (Dump & Cash). The current landowner, Dump & Cash, has signed a Land Entry
Agreement form granting the applicant, EC Milestone Metals, Inc. DBA Ahoskie Pull Parts to conduct land -
disturbing activities and conduct the pull parts business on an approximately 8-acre portion of their property. A
copy of the notarized I -and Entry Agreement is included in Appendix D. A copy of the registered deed is
included in Appendix E.
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] [phone] • Fax [phone]

Ahoskie Pull Parts
General NI3DES Permit Application
Page 2 of 3
The proposed Ahoskie Pull Parts facility will consist of a 7.84-acre permitted area which is to be permitted as a
facility where future clients of the business will be able to pick out used automobile parts from pre -owned
vehicles that have reached the end of their service life. All vehicles to be used as a source of parts will be staged
in an approximate 3.2-acre disturbed area which will consist of a mix of packed dirt, gravel and concrete. The
total disturbed area consists of approximately 3.2-acres of the vehicle processing and storage area as well as the
approximately 0.74-acres of haul road connecting the project area to US Highway 13. The total disturbed area to
be permitted is approximately 3.94-acres.
Prior to staging vehicles in the project area, the vehicles will first be brought to the de -fluid station for de-
fluiding. The De -fluid station consists of an approximately 2,000-square foot concrete pad with awning. It will
have a metal wall on one side and three open sides. The de-fluiding process is to ensure that no parts containing
any fluids are brought onto the vehicle staging area. Following de-fluiding, the cars will be parked in rows in
the gravel/dirt parking area so customers can walk in and the pull the used auto parts that they need. Once a
vehicle is no longer a source for parts, the vehicle will be moved to the loading area where it will be loaded onto
trailers and then shipped to a junk yard. The loading area consists of an approximate 5,000-square foot concrete
pad which is open on all four sides.
Specific sedimentation and erosion control measures to be installed at the site include 1) sediment traps (total 2)
to capture runoff from the haul road and associated diversion ditch that runs from US Highway 13 to the project
area and from the project area that consists of the de -fluid station, vehicle loading area and vehicle staging area.
2) grass -lined diversion ditches (total 4) — two of which convey runoff from the project area into sediment trap
#1 and the remaining two which convey runoff from the haul road into sediment trap #2; 3) vegetated earthen
berms located along the eastern boundary of the project area and a small portion along the western boundary of
the project area running from the entrance to the project area and the de -fluid station; 4) A 200-foot wide
vegetated buffer will be maintained between the project area and the eastern property boundary to satisfy
County buffer requirements; and 5) sediment fences downgradient of the project area as well as along the
portions of the haul road, as needed, during land disturbance activities. In addition, the haul road will be graded
to direct any runoff into the accompanying diversion ditches. Sedimentation and erosion control guidelines also
require that following any land disturbance, a vegetative cover must be established within 30 days. Site surface
runoff is expected to be minimal due to the relatively flat surface topography and natural ground cover. Please
refer to the S&EC Plan that was submitted to the Division of Land Resources for additional information and
design calculations.
A Site Location Map based on the USGS 7.5 minute series Ahoskie quadrangle is included as Figure 1. A Site
Map showing the disturbed area and buffer zones is included as Figure 2. Erosion control measures to be
employed at the site are shown on Figure 3. Details of sedimentation and erosion control structures are
included in the Sedimentation and Erosion Control Detail Map included as Figure 4.
A wetlands delineation was performed by GRI personnel on October 22-23, 2013. A Jurisdictional
Determination application with GRI's findings was submitted to the U.S. Army Corps of Engineers (USACE)
on January 21, 2014. GRI personnel met with USACE personnel on -site for field verification of the identified
wetlands on February 26, 2014 and a revised submittal with professional survey was resubmitted to the USACE
on May 28, 2014. The USACE issued a Notification of Jurisdictional Determination dated August 26, 2014,
confirming that approximately 14-acres of jurisdictional wetlands were identified on the property. A copy of the
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] 9 Fax [phone]

Ahoskie Pull Parts
General NPDES Pert -nit Application
Page 3 of 3
USACE determination is included as Appendix F. Although no buffer requirements were specified by the
USACE, it was decided that the proposed permit area will be located at a minimum of 100-feet from the
wetlands boundary. A copy of the professional survey showing the USACE approved jurisdictional wetlands
boundary is included in Appendix G.
A permit application processing fee of $100 (Check No. 029481 dated 12/12/2015) is also included with this
submittal.
As required, one original and one copy of this submittal are provided for your records.
Please do not hesitate to contact me at [phone], if you have any questions or require any additional
information. Your prompt attention will be greatly appreciated.
Sincerely,
Rohl hkt�T'19?-OzLiven (126230
cc: Mr. William Conner, Ahoskie Pull Parts
file
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]

NCG100000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
C Check for $100 made payable to NCDENR
(� This completed application and all supporting documents
€ A site diagram showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwater outfalls
corresponding to the drainage areas, (d) runoff conveyance features, (e) areas where materials are stored,
(f) impervious areas, (g) site property lines.
Copy of county map or USGS quad sheet with location of facility clearly marked on map
Mail the entire package to:
Stormwater Permitting Unit Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee coverage under the NPDES General Permit.
For questions, please contact the DEMLR Regional Office for your area.
DEMLR Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...
[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 4 of 4
SWU-225-071408 Last revised 6124/14

LEGpyD
SURFACE fZ 0W DIREC770M
- - - - -
AF7LANDS BOUNDARY
VELETA 7ED EARTHEN BERM
— - —
PROPOSED PERMIT BOUNDARY
— - - —
PROPOSED DISTURBED AREA
-3
CONTOUR INTERVAL WITH EZEVATIAN (FT.)
OVERHEAD ELECTRIC LINE
]
6RASSIWGETA77ON SURFACE COVER
0
GRA VEL SURFACE COIWR
0
PROPOSED HAUL ROAD (15 FT wDE)
f
PROPOSED SIL T FENCE
TRAP P DIMENSONS:
55 FT X 110 FT X 2 FT
(PLUS 1.5 FREEBOARD)
P/P
r�
MOPE-
4 PiC TOTAL CALCULAMD AREA N rHw PRCaPER7Y 90uNDARY
fS AAWO.IQMAIELY M.461 ACRES BASED Gw REi257EIPED
Day.
2 THE 7t7TAL ES77MA7EV AREA 70 BE PERM/T7FD /S
APPROWMA7EZY 7.84 NNICH INCLWES 710 AC7'aES Or
PRclECT AREA AW APPROkWA7EZ Y 0.74 AOPES AF HAUL
ROAD AND ROAD -WE DIVER57CW DvrmfS
.1 ES77MA7ED AREA 7a BE ZVS7URBED IS APPRO)WATEI Y -i2
ACRES IN PRA.ECT AREA AND 0.74 A09ES OF HAUL ROAO
AAtO WOWS
4, 997E MAP /S BASEO AY SURVEY Ca'VDUC7ED BY TRUE LINE SURVEYING, PC
CW NOVD"N A 201J & RESURL£YED /N 2014.
5 LAND COV70UR /N7ERVALS ARE BASED CW DATA PROWDED BY THE MORIN CAROUNA
DEPAR7MENT 01' 7RAN9P TA PW
. DISTURBED AREA
6PASS LW kE"RWOV D17CHES
�. (-FE N07ES FA4 DEESYCN
DETAILS - f7GURF 4)
0
DE-fZUID STA7701V (40:k50)
LOADING 1
AREA (40' X 125)
26
.. ._... . _'rye. %.'.','_ :
_y
`OPW. .. .P/P' -. - - '-.PIP'-••'- - --• _-- p/P• F
.OPW .. - 777
- - - -
2.
1. Obtom at/ necessary permits fran Hartford County as roll as any other 4op/icabfe agencies
2. Schedule and corr&jct a Phr—Consfruction Conference, preferably on —site with She Engrneef or Owner's representatiM NCDE0
Erosrcan Conb-al Office-, Contractor and ony other persons rdeveant to the project.
J All erasion control measures shag' eonlhrm to the plans; detois and Aaecibcabans as shorn on the attached pions and wall be
constructed, momtaaned and *7spected n general accordance with the NCDEO Erosion and Sediment Control Planning and Design
Manual.
4. Install slit fence, sediment trap; temporary diversions and/cr other measures as indicated on the qpprowd plans befae
begmnmg A&r land disturbance octhibes
5 Install temparary diversions with store check doms as necessary, to coney at sediment —laden runoff into the specific sediment
pond Areas may be identified as roar begins, either by the £ngeneer ar goprgariate Erosion Control personnel, which require
additional erosion control measures that do not appear on the egaproved pions. Please note that Of fences cannot be used as
permanent runoff conveyance measures in lieu of temporary diversions.
6. The Contractor shall adhere to all deoring limits and disturb only as necessary to grade the proposed site.
7. Inspect and maintain off erosion control measures as requh-ed after each rainfall event.
B All graded areas are to be provided with a vegetative or protective cover sufficient to restrain erosion within f5 w&*Ing days
after completion of any phase of grodng. A# areas upon which no additional land disturbing activity w171 be undertaken are to be
vegetated or provided with protective cover within 15 wor*ing dogs.
9. All land cleoring debn.% trm-% stumpg rocks and excess dirt shall be removed from the site by the Contractor and transported
to on approved land/571
10. Keep mud and debris off the streets and oh'ves at d1 times.
11. After an area is stobkred remove any erasion contra devices and prgoerJy dispose of all accumulated sediment and debris
from the devices and stobdire the device locatirn.
12 Arronge a fond inspection riff the Erosion Contras In -Vector to cotfrrm that all the requirements of the approved erosion
control plan have been completed. Upon inspection and approvvl by the Erosion Control Ofrcer%Inspecto; the s9e fences and other
erosion control devices may be removed
�R
1 , _ P/P OPW �1
ti
20
/ APPROWMA TF
i LOCH 7701V j
� J
OF POND .
+ j
P/P
i
P/P
f
TRAP 0 DIMENSIONS:
-To rrx66FTX2FT
(PLUS 1.5 FREEBOARD)
v
'V
A-r ilr ••I-i- �-
•.a-r. r��. r. ri
.�•-r,r.r r_r_r r-r-r-r-r,r-r,r,.�r s-r-.��
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.,
ROADSIDE LWASS DIVERSION
IWCNES
(S££ N07ESS FOR DESION
DETAILS -
PROPOSED PRO.,ECT DISTURBED AREA 1 /
(J2 ACRES) — UMIT OF DIS7URBANCF { //
EXISTING HAUL ROAD
DISTURBED AREA-- INCLUDES
PROPOSED PEIRMIT AREA VEGETATED EARINEN P/P PROPOSED GIUSS DIVFRS70N DfraY
(7. 70 ACRES) BERM (0.74 ACRES)
EROSION CONTROL PLAN
O 75 150 300 Ahoss*ie Pull Parts 2346 US Highway IJ 35—uth
( IN FEET) Ahoskit Hertford County, NC Incident jVV/A
Geological Resources, Inc. 1 inch = 150 ft Date: 01/25/18 1 Drawn by. ECH I Figure.-
3

LEGSM
SURFACE FLOW 0/REC77ON
OF7ZANDS BOUNDARY
VEGETATED EARTHEN BERM
PROPOSED PERM/ T BOUNDARY
PROPOSED DIS7ZIRBED AREA
_ CONTOUR INTERVAL WITH ELEVA7701V (FT.)
o— OVERHEAD ELEC7PIC LINE
0 GRASS/VEGETA7701V SURFACE COVER
0 GRAVEL SURFACE COVER
PROPOSED HAUL ROAD (15 FT WIDE)
NO1E:•
1. 770E TOTAL CALCULA7ED AREA WTHIN PROPERTY BOUNDARY /S
APPROXIMA 7EZ Y JO. 461 ACRES BASED ON REG7S7FRED DEED.
2. 7H£ TOTAL ESTMA7ED AREA TO BE P£RMIT7FD /S APPROXIMATELY 7.84
IWICH INCLUDES 7.10 ACRES OF PROCCT AREA AND APPROA'IMA7EZY
0.74 ACRES OF HAUL ROAD AND ROADSIDE DIVERSION DI7CH£S.
J ES77MA7ED AREA TO BE DISTURBED IS APPROXIMATELY 32 ACRES /N
PRO,ECT AREA AND G..74 ACRES OF HAUL ROAD AND D/TCH£S.
4 -97F MAP /S BASED ON SURVEY CONDUCTED BY 7RUE L/N£ SURI-PING, PC
ON NOVEMBER 8 2013 & RESURVEYED IN 2014.
5LAND CONTOUR INTERVALS ARE BASED ON DATA PROVIDED BY 7HE NORTY CARDeINA
DEPARWEN T OF 7RANSPO47A770N.
TRAP P
APPROX. LOCA PON-
100 YEAR fFMA FLOOD
RUN OF AHOSK/E CR££K---
IS PROPERTY LINE
\\ DISTURBED AREA /
' GRASS DIVERSION DITCHES
z (SEE NOTES FOR DESIGN DETAILS) ~&-
PIP
DE --FLUID STATION (40 JYSDJ P/P
S` OADING
e
AREA (40' X 125) o J
A
]F '1
TA'
0' POW
! •2Q ' BUFFER �� :.... • l
ryP j Pli . . . P/r' ' P ro
��.
PROPOSED PRO CCT DISTURBED AREA -
(3.2 ACRES) - LIMIT OF DISTURBANCE
PROPOSED PERMIT AREA
(7.10 ACRES)
P/P
- -30' ACCESS
EASEMENT (E47S77NC)
�- P/P
P/y
7-15� >�w r__ P-LDa .'�
3
GRAVEL ENTRANCE Z
(IF NEEDED) j
_ ROADSIDE GRASS DIVERSION DITCHES
(SEF NOTES FOR DESIGN DETAILS)
7RAP j2
FRI
S//E MAP
0 150 300 600
Ahoskie Pull Parts 2346 US Highwoy 73 South
( IN FEET) Ahoskie, Hertford County, NC Incident ,/YV/A
Geological Resources, Inc. 1 inch = 3OO ft Date: 04/15/15 I Drawn by. ECH I Figure. 2

076.980 000' W 076.97 • W 076.9600000' W 076.9500000• W 076.940 000• W
-rd...
Z • i t t[I �J Z
`` _ f�
�O
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" !• �J - Approximate % 7-4 t/t! � •• i
+. Site Location
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Figure 1
SCALE 1:24000
Ahoskie Pull Parts
2346 US Highway 13 S
0
1000 P000 30D0 4000
5noo
Ahoskie, North Carolina
FEET
Incident # NIA
MN 10.31• W
Name: Site Location Map
Map Center Location:
036.2500750' N 076-9582083' W
Date- 04/15/15
Scale: 1 inch = 2,D00 ft.
Generated by ECH at Geological Resources, Inc

NOTES• REFER = NCES•
PROPERTY SHOWN HEREON IS PARTIALLY AS SHOWN
LOCATED IN A FEMA DESIGNATED FLOOD ZONE.
FEMA FLOOD HAZARD PANEL NO. 3720690106K
EFFECTIVE DATE: AUGUST 3, 2009
SURVEYOR'S DISCLAIMER: NO ATTEMPT WAS MADE TO
LOCATE ANY CEMETERIES, WETLANDS, HAZARDOUS MATERIAL
SITES, UNDERGROUND UTILITIES OR ANY OTHER FEATURES
ABOVE OR BELOW GROUND OTHER THAN THOSE SHOWN.
11-26-2013
DATE SURVEYOR
NUMBER
I NORTHING
EASTING
LATITUDE
LONGITUDE
WB1
915565.25
2602049.21
36'14'54.70839"
76'57'29.65356"
WB2
915581.80
260201 t.46
36' 14'54.87893"
76'57'30.07348"
WB3
915614.14
260198t.56
36'14'55.20543"
76'57'30.46660"
WB4
915639.41
2601945.02
36' 14'55.46302"
7657'30.93078"
WB5
915658.75
2601915.64
36'14'55.65996"
7657'31.26029"
WB6
1915652.80
260187*.20
36' 14'55.60935"
76'57'31.76754"
WB7
1915629.78
2601837..61
36' 14'55.38909"
76'57'32.21981 "
WB8
915630.65
2601793.47
36' 14'55.40581 "
76'57'32.69732"
WB9
915632.49
2601757..05
36' 14'55.43239"
7657'33.20261 "
WB10
915655.03
2601680.37
36'14'55.66898"
7657'34.02267"
WB11
915681.74
260164t.38
36'14'55.94276"
7657'34.6018"
WB12
915724.10
2601605.57
36'14'56.36918"
76'57'35.05290"
WB13
915774.26
260156*.73
36'14'56.87301"
76'57'35.51403"
WB14
1915830.69
260155.07
36' 14'57.43266"
7657'35.60560"
WB15 1915893.05
2601561.03
36'14'58.04662"
76'57'35.43177"
WB16
1915926.05
260159t.15
36'14'58.36843"
76'57'35.15359"
WB17
1915979.75
260162t.69
36-1758.8 3319"
76'57'34.76730"
WB18
915988.18
260168t.45
36'14'58.96379"
7657'33.99913"
WB19
915995.07
2601755.46
3614'59.01715"
7657'33.13085"
WB20
915986.09
2601805.55
36714'58.91842"
7657'32.52161 "
WB21
915987.11
260184t.84
36'14'58.92110"
7657'32.07847"
WB22
915990.20
2601871.52
36'14'58.94393"
7657'31.61798"
WB23
1915992.02
260192t.94
36'14'58.95347"
76'57'31.09974"
W824
915999.38
260195E.39
36' 14'59.01912"
76'57.30.67743"
WB25
916012.76
2601995.41
36'14'59.14392"
76'57'30.22196"
WB26
916032.33
260203t.15
36' 14'59.32895"
7Y57'29.71970"
WB27
916050.55
260207t.45
36' 14'59.50171 "
7657'29.25981 "
WB28
916082.18
2602104.26
36' 14'59.80772"
76'57'28.85183"
W829
1916117.96
2602108.62
36' 15'00.16038"
7657'28.78959"
WB30
1916172.68
2602115.14
36' 15'00.70007"
7657'28.69615"
WB31
916207.93
260212t.33
36'15'01.04688"
76'57'28.57517"
WB32
916267.97
2602170.93
36'15'01.63064"
7657'27.99107"
WB33
916254.04
26022103
36'15'01.48434"
7657'27.46757"
W834
916250.93
2602246.26
36' 15'01.44699"
76'57'27.07631 "
WB35
916280,69
2602275.43
36'15'01.73564"
7657'26.73686"
WB36
916305.05
2602293.20
36'15'01.97241"
76'57'26.47726"
WB37
1916331.18
2602315.69
36' 15'02.22663"
7657'26.23283"
W838
1916351.95
260234t.09
36'15'02.42617"
7657'25.88082"
W839
1916387.71
2602375.30
36' 15'02.77337"
76*57'25.49101 "
WB40
1916415.14
2602400.40
36' 15'03.03901 "
7657'25.15335"
WB41
916438.63
2602415.22
36'15'03.26823"
76'57'24.96644"
W842
916472.26
2602440.68
36'15'03.59552"
7657'24.64764"
WB43
916502.11
260245t.76
36' 15'03.88781 "
76'57'24.46794"
W844
916533.93
26024411.33
36' 15'04.20374"
76'57'24.53844"
WB45
916558.07
260245b.58
36'15'04,44079"
76'57'24.43186"
WB46 1916588.58
260240.82
36' 15'04.74483"
76'57'24.56755"
W847 1916625.77
26024511.96
36'15'05.10944"
7657'24.38562"
WB48
1916658.16
260248B.34
36' 15'05.42166"
7657'24.01912"
WB49
1916667.58
260253E.88
36'15'05.50714"
76'57'23.42403"
WB50
916671.97
2602585.23
36' 15'05.54117"
76'57'22.85748"
WB51
916689.02
2602630.48
36'15'05.69989"
7657'22.27614"
WB52
916676.66
2602669.18
36' 15'05.56973"
76'57'21.80712"
WB53
916661.56
2602706.94
36' 15'05.41284"
76'57'21.34999"
WB54
916640.54
260270.44
36' 15'05.19729"
76'57'20.89750"
WB55
1916609.66
1 260277t.51
36'15'04.88397"
76'57'20.57501"
WB56
1916585.291
2602794.28
36' 15'04.64126"
1 76'57'20.30314"
WB57
1916541.221
2602865.39
36-15-04.19084"
76'S7' 19.44605"
STATE OF NORTH CAROLINA, HERTFORD COUNTY
I, CURE T. LANE , DO HEREBY CERTIFY THAT
THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 448 , PAGE 747 ,
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 448 , PAGE 747 , THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY
ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL
THIS _2-6 DAY OF NOV. A.Q., 2012
CARS
\� l2 `��IgllllJ//��
Q� �FESSIp *
=_ SEAL
L-3990
SURVEYOR
'k,
T � P \\ L - 3990
IrlIII►
LICENSE NUMBER
NUMBER
DIRECTION
DISTANCE
L1
S57'08' 10"E
60.00'
L2
S28'18'35"W
296.69'
L3
S23'38'35"W
418.10'
L4
N1 V01'25"W
128.50'
L5
N19'21'25"W
127.70'
L6
N17'11'25"W
191.10'
L7
N22'23'35"E
135.00'
L8
N05'08'35"E
135.00'
L9
N60'41'25"W
142.50'
L10
N17'58'35"E
134,70'
L11
N37'08'54"E
474.88'
L12
N34'44'52"E
113.58'
L13
N29'42'38"E
9.84'
L14
N49'48'41 "W
71.80'
115
N33'57'59"W
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
DS 448
DB 581
PG
PG
747
256
DISTANCES
DB 427
PG
616
2) AREAS COMPUTED BY COORDINATE METHOD.
DB 597
PG
149
3) PROPERTY SUBJECT TO ALL EASEMENTS AND
DB
DB 5581 81
PG
PG
449
86
RESTRICTIONS OF RECORD.
DB 133
PG
587
4) NO. 5 REBAR IRON STAKES WITH CAPS SET AT
ALL LOT CORNERS UNLESS OTHERWISE NOTED
5) ZONING: IH
6) PARENT TRACT DEED DB 448 PG 747
7) ACCT. NO. 12658
8) NC PIN NO. 6901-26-1027
N/F
ROBERT GLENN COOKE JR
Scale: 1" = 200'
�� DB 581 PG 256
PIN 6901-17-4642
CLARENCE
L. W LLI FORD, HEIRS
/ „E STUMP
7' 3t..wmw-..
DB
133 PG 587
N24. 8' 5 E.,,_,...__N24
PIN
6901-05-1956
/
236.50
TRACT 2
N/F
PORTION OF w
A.T. BYRUM, JR.
.��
DB 448 PG 747 r'
DB 427 PG 616
RUN OF AHOSKIE CREEK
IS PROPERTY LINE
2/
/
ACCT NO 12658
PIN 6901-17-8241
844573 SF
r 19.389 AC W
all AIL MAPLE
2;..40% 4116 -i TREE
�IIIG C/L DITCH
3 ! PS 719.08'
i/ �,o�v .0 0) N24'29'11E cn N/F
/ SH�.4MP Wg,4 WB15 v 41. WB17 � A.T. BYRUM, JR.
�W813 wB, 6 TRACT 1 o DB 597 PG 149
W818 PIN 6901-27-2025
�i�s� PORTION OF `�
r W812 Wg,g DB 448 PG 747
WB11 wB20 ACCT. NO. 12658 Co
W610 W821 W 30.461 AC IPF
SK'.4MP 1326897 SF
J� '�'` Wes �`;�\ ` WB23
L11
WBB
tkQ �WB24 MP P/P D� IPF
z �W825 WB30 W831 WB32 OF SAP
WB7 p� W826 P/P
WB6 [�� WB27 W829 WB33 D1
�` , w62E
W65 \` ;0', WB34 WB37 W846 WB47 W848 02 =
APPROX. LOCATION Wg4S 'O�C\gTy` 35 36 WB39 W842W844 D3 0
' 100 YEAR FEMA FLOOD
WB3 WB WB45 PROXI D4
WB2 � 38 40 41 W843 �Q WB 0PO D5
`t jp AIL �P :\ WB51 D6
00 N WB 1 07 GAl
z'`0, QP/p W Sp14 ESN
c� 30 ACCESS ` 5 '
EASEMENT I%'
�' g W D8
S34', 8'35.,w '� ". +...... - - P/P O• o wBSs
.�
NCGS MONUMENT
"SHRIVER"
NAD 83 COORDINATES
N 919030.1370
E 2600873.7779
Z 46.493
NpO
8�
�GR�N
GR110
,�4c,
U
0
Cv
7�1
"a,
N
M
N,
NCGS MONUMENT
"MOBILE PARK"
N 919030.1370
N 919030.1370
J E 2600873.7779
46.493
N/F v
RAYMOND W. MAGETTE, JR. 3
DB 490 PG 449
PIN 6901-27-6467 +�
N37• � 5'20 „E O
--- r 445.12' IPF P/P v-
I s 1 STORY 1 IPF P/P
GRAVEL STEEL BLDG ;CONC. .-
I DRIVE'
'X' MARK
IN CONC.
FOUND(2)
L13
526.53' �►�� -0=---_APW P/P P/P P/P : ` _ _ __�.P/p ...0 ����
OPW N/F
IPs S3 8'3 w..`"�---- - _ -- _-- �- - - WB57 30' ACCESS ROBERT GLENN COOKE, JR.
580. t 7' STEEL L2 I -BEAM ! MON. EASEMENT DB 581 PG 86
N/F
ROBERT GLENN COOKE, JR.
DB 581 PG 86
PIN 6901-36-2953
NUMBER
NORTHING
EASTING
LATITUDE
LONGITUDE
D1
917138.75
2602653.97
36' 15' 10.14134"
76'57'21.87638"
D2
917112.20
2602687.12
36' 15'09.87220"
76'57'21.47858"
D3
917093.27
2602716.50
36'15'09.67907"
76'57'21.12493"
D4
917071.01
2602752.26
36' 15'09.45154"
76'57'20.69363"
D5
917057.96
2602777.80
36' 15'09.31758"
76'57'20.38534"
D6
917035.91
2602808.37
36'15'09.09306"
76'57'20.01767"
D7
917023.13
2602831.95
36' 15'08.96209"
7657' 19.73334"
D8
917004.50
2602866.58
36' 15'08.77080"
76'57' 19.31514"
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT IN
THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS DETERMINED BY
THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF JURISDICTION MAY BE
PRESENT ON THE SITE BUT HAVE NOT BEEN DELINEATED. UNLESS THERE IS
CHANGE IN THE LAW OR OUR PUBLISHED REGULATION, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED
FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE
APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 CORPS OF ENGINEERS
WETLAND DELINEATION MANUAL.
REGULATORY OFFICIAL '
TITLE
DATE (( W / /- -1:1 pp
USACE ACTION ID 5kk) - 2-0 (14- 010 1b
i i , •I I i - 4 r 1 -! .- 1. - - - 5 ' '4 T t y , t � , 111' �, . •
! PIN 6901-36-2953
P/P !
!
!
WETLANDS SURVEY
FOR
OWNP: DUMP AND CASH, INC.
2436 US HWY 13 SOUTH
AHOSKIE, NC 27910 n TTUP A ATn r. A.';;� TT
LEGEND
0
IPF
IRON PIPE FOUND
IRON PIPE SET
SIPS
CMT
CONCRETE MONUMENT FOUND
O
PKW
PARKER-KALON NAIL FOUND
PNKS
PARKER-KALON NAIL SET
RR$
RAILROAD SPIKE
0
CSF
COTTON SPIKE FOUND
CSS
COTTON SPIKE SET
CC
CONTROL CORNER
CP
COMPUTED POINT
P/P
POWER POLE
OPW
OVERHEAD POWER LINE
R/M
RIGHT OF WAY
S.F,
SQUARE FEET
AC
ACRE
DB
DEED BOOK
PB
PLAT BOOK
BOA
BOOK OF MAPS
PG
PAGE
LF
LINEAR FEET
155
LOT HAS OFFSITE SEWER
159.
OFFSITE SEWER LOT
15F
RECOMBINATION LOT
100
STREET ADDRESS
-
- -
- LINES NOT SURVEYED
NOTE: L13 IS A
1�? TIE LINE ONLY
r-
2
INC.
AHOSKIE TOWNSHIP, HERTFORD COUNTY
NORTH CAROLINA
NOVEMBER 26, 2013
REVISED : MARCH 31, 2014 TO SHOW ADDITIONAL WETLANDS LOCATIONS OF W847-WB57
j
9
r
t
t
,
,

1i
Site Vicinity Map
(Not to Scale)
INSTRUCTIONS FOR TEMPORARY STABILIZATION USING
VEGETATION
INSTALLATION
1. REFER TO PLANS FOR LOCATION, EXTENT, AND SPECIFICATIONS. IF THERE
ARE QUESTIONS OR PROBLEMS WITH THE LOCATION, EXTENT, OR
METHODS OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR
RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE, EROSION
CONTROL PERSONNEL HAVE COPIES OF INSTRUCTIONS AND MAY BE ABLE
TO OFFER ASSISTANCE,
IF THE DISTURBANCE IS NOT PROPERLY STABILIZED THE FIRST TIME
SO THAT EROSION IS RESTRAINED, THE SEEDING WILL HAVE TO BE
REPEATED*
2. USE THE APPLICATION RATES FOR LIME, FERTILIZER, SEED, MULCH, ETC,
SPECIFIED IN THE PLAN, OR USE THE RATES BELOW FOR THE APPROPRIATE
SEASON,
ALL SEASONS:
LIME: 90 POUNDS PER 1000 SQUARE FEET (2 TONS PER ACRE),
FERTILIZER: 10-10-10; 16 POUNDS PER 1000 SQUARE FEET (700 POUNDS
PER ACRE).
STRAW MULCH: 80 POUNDS PER 1000 SQUARE FEET (1.5 TO 2 TONS PER
ACRE); USE ENOUGH STRAW TO COVER 75% OF THE
GROUND.
MARCH-- MAY
RYE GRAIN: 3 POUNDS PER 1000 SQUARE FEET (150 POUNDS PER
ACRE).
OR
SPRING OATS: 3 POUNDS PER 1000 SQUARE FEET (125 POUNDS PER ACRE).
MAY - AUGUST
MILLET: 1 POUND PER 1000 SQUARE FEET (40 POUNDS PER ACRE).
OR
SORGHUM HYBRIDS: 1 POUND PER 1000 SQUARE FEET (40 POUNDS PER
ACRE).
AUGUST 15 - NOVEMBER 15
OATS: BEFORE OCTOBER 1: 2.5 POUNDS PER 1000 SQUARE FEET (125
POUNDS PER ACRE).
OR
WHEAT: AFTER OCTOBER 1: 3 POUNDS PER 1000 SQUARE FEET(180
POUNDS PER ACRE).
NOVEMBER 15 - FEBRUARY
VEGETATION IS NOT AN APPROPRIATE STABILIZATION DURING THESE
SEASONS; USE ANOTHER TYPE OF TEMPORARY GROUND COVER, SUCH AS
MULCHING,
3. SEEDBED PREPARATION: REMOVE ROCKS, STUMPS, ROOTS, ETC. SINCE
THEY WILL INTERFERE WITH SEEDING AND MAINTENANCE. THE SMOOTH,
COMPACTED SURFACE OF CUT AND FILL SLOPES IS NOT A GOOD SEED BED;
APPLY LIME AND FERTILIZER, THEN RIP THE SOIL 4-6 INCHES TO MIX THE
NUTRIENTS INTO THE SOIL AND TO LOOSEN AND ROUGHEN IT TO RECEIVE
THE SEED,
4. SEEDING: APPLY SEED AT THE RECOMMENDED RATE, AND GO OVER THE
SURFACE WITH A CULTIPACKER WHERE POSSIBLE TO BRING THE SEED
INTO CONTACT WITH THE SOIL,
5. MULCHING: THE AREA SEEDED MUST BE MULCHED TO PROTECT THE BARE
SOIL UNTIL THE VEGETATION IS ESTABLISHED AND TO RETAIN MOISTURE
TO PROMOTE SEED GERMINATION AND PLANT GROWTH, APPLY ENOUGH
MULCH TO COVER 75% OF THE SOIL SURFACE, TO KEEP IT IN PLACE AND
PREVENT WIND OR WATER FROM DISLODGING IT, THE, MULCH SHOULD BE
HELD IN PLACE BY TACKING IT WITH ASPHALT OR COVERING IT WITH
NETTING*
MAINTENANCE
AREAS MUST BE RESEEDED AND MULCHED WHERE THE VEGETATION FAILS
TO ESTABLISH ITSELF OR IS DAMAGED BY RUNOFF OR CONSTRUCTION
ACTIVITY, IF THE TEMPORARY VEGETATION SHOULD FAIL FOR ANY
REASON BEFORE THE PERMANENT STABILIZATION IS PROVIDED, IT MUST
BE REPLACED WITH AN APPROPRIATE TYPE OF COVER SUFFICIENT TO
RESTRAIN EROSION,
NOTES Stonrwater Dntohafge Pertmt forConst-ROn Aotmties (NCGOI) NCDENRIDNialon of Energy, Mineral and Lend Resotaoes
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
Norge
14p" High Quality water (HOW) zones
7 days
None
Slopes steeper than 3:1
7 days
It slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 60' in length.
All other areas with slopes flatter than 4:1
U days
None, except for perimeters and HOW Zones.
Source:
NCDENR Erosion and Sediment Control Planning Manual
SILT FENCE DETAILS (TYPICAL
S'm4x. standard strength fabric with wre fence
post
plartic
or
sa acF a r� fr.
ties
Wire 18-2
1�
2, Filter
fabric
Wire
fence
View
Filter
Steel fabric Backfill trench Natural
poct and- If
oro=y ground
T
Inim
INSTRUCTIONS FOR
SILT FENCE.
INSTALLATION
1. REFER TO THE PLANS FOR LOCATION, EXTENT, AND SPECIFICATIONS. IF
THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION, EXTENT, OR
METHODS OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR
RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION
CONTROL PERSONNEL HAVE COPIES OF INSTRUCTIONS AND NI AY HAVE
PH0TOGRAPIIS OF PROPERLY TNSTAT.J.ED STET FENCES AS AN AID TO
INSTALLATION.
IF THE SILT FENCE IS NOT INSTALLED CORREC"TLY'THE FIRST TEMER I'T
WILL HAVE TO BE REBUILT.
2. DETERMINE THE LOCATION ON THE GROUND TAKING INTO
CONSIDERATION:
o A SILT BARRIER (PREFABRICATED SILT FENCE) CANNOT BE
SUBSTITUTED]! THE SILT FENCE MUST BE CONSTRUCTED AS DESCRIBED
IN THESE INSTRUCTIONS.
o ALLOW SUFFICIENT SPACE FOR MAINTENANCE, GRADING, FILLING, AND
OTHER CONSTRUCTION ACTIVITY BETWEEN THE SILT FENCE AND THE
CONSTRUCTION SITE. IF NECESSARY, HAVE SLOPE STAKES, BUILDING
CORNERS, STORM DRAINS, ETC, SLTRVEYF,D BEFORE CLEARING TO GUIDE
INSTALLATION, KNOW WHERE THE TOE OF FILL SLOPESWILL EXTEND SO
THAT SUFFICIENT ROOM IS LEFT BETWEEN THE TOE AND SILT FENCE FOR
MAINTENANCE, REPAIR, AND REMOVAL.
o ALLOW AT LEAST:
15 FEET BETWEEN THE FENCE AND SINGLE STORY BUILDINGS.
25 FEET BETWEEN THE. FENCE AND MULTIPLE -STORY BUI,DING&
10 FEET BEIIWEEN THE FENCE AND THE TOE OF FILL SLOPES.
♦ WHERE POSSIBLE, INSTALL THE SILT FENCE ON THE CONTOUR SO THAT
RUNOFF GOES THROUGIL THE SILT FENCE AND DOES NOT FLOW ALONG
THE SILT FENCE .AND POND AT THE LOWEST POINT. WHERE PONDING
DOES OCCUR, SILT FENCE OUTLETS MAY BE NECESSARY SO THAT THE
FENCE DOES NOT COLLAPSE.
3, CLEAR THE LOCATION OF THE SILT FENCE, CLEARING ONLY WHAT IS
NEEDEDID PROVIDE ACCESS TO PERSONNEL AND EQUIPMENT FOR
INSTALLATION. IT IS PERMISSIBLE TO PLACE THE SILT FENCE IN THE EDGE
OF EXISTING TREES AS LONG AS THE OWNER ALLIDW S IT AND CARE IS
TAKEN TO PROTECT TIIESE TREES DURING INSTAIJ.ATION, MANTFNANCE.
AND REMOVAL IF THE TREES ARE TO REMAIN AFTER CONSTRUCTION. DO
NOT ATTACK TTIE FILTER FABRIC TO THE TREES, AS IT MAKES BURYING THE
TOE IMPOSSIBLE.
4. EXCAVATE A 6 X 6-INCH TRENCH ALONG THE LOCATION OF THE FENCE,
USING A "DITCH WITCH" IS HELPFUL.
5. ALONG THE LOWER SIDE OF THE TRENCH, PLACE STEEL FENCE POSTS NO
MORE THAN 8 FEET APART AND DRIVE THEM 18 INCHES 1N70 THE GROUND.
6, ATTACH WIRE FENCE ("HOG WIRE" OF .MINIMUM 14 GAUGE WITH MAXIMUM
MESH OF 6 INCHES) TCI THE UPHILL SIDE OF•INE POST S, AND PLACE 12
INCHES OF THE1iOT'TOM OF IHE FENCE IN1Tl •INE TRENCH. DO NOT USE
"CHICKEN WiRE."USE WIRE TO FASTEN THE FENCE TO THE POSTS, THE
COMPLETED FENCE MUST BE AT LEAST 2 FEET IITGiL AND NOT MOR E THAN 3
FEET HiGI,
7, ATTACH SYNTHETIC FILTER FABRIC TO THE UPHILL SIDE OF THE WIRE
FENCE WITH STAPLES A M AXIMUM 121NCHES APART, AND PLACE 12 INCHES
OF" THE FABRIC INTO THE TRENCH WTPH THE WIRE FENCE. USE ROLLS OF
FABRIC AND cur T THE NECESS'.ARY LENGTH N ORDER TO MINIMIZE THE
NUMBER OF JOINTS.
S. BACKFILL T'HE TRENCH AND T'AVIP THE FILL TO FIRMLY ANCHOR THE
BOTTOM OF THE FILTER FABRIC AND WIRE FENCE TO PREVENT WATER
FROM FIOWING 1:NDF.R THE FENCE; MAKE IT GO THROUGH THE. FTI.TF,R
FABRIC.
9. WILERE IT IS IMPOSSIBLE TO INSTALL TILE SILT FENCE ON TIIF CONTOUR.
RI TNOFF W II J. FLOW ALONG THE. FENCE AND POND AT THE i DWEST POINT,
WHERE THE TOTAL DRAINAGE AREA TO THE POINT OF PONDING IS
GREATER THAN 51T)00 SQUARE FEET (FOR EXAMPLE: A SQUARE 70 FEET ON
A SIDE), A SILT FENCE OUTLET IS REQUIRED; WHERE TIIE DRAINAGE AREA
IS GREATER THAN 10,000 SQUARE FEET (FOR EXAMPLE: A SQUARE 100 FEET
ON A SIDE}, A SEDIMENT TRAP IS NECESSARY. THE LOCATION OF TILTS
OUTLET MAY BE SHOWN ON THE PLAN, BUT CHECK THE INSTALLATION IN
TTIE FIELD WHEY THE WIRE FENCE IS UP TO DETERMINE IF ADDITIONAL
• OUTLETS ARE NEEDED. SEE THE DETAILS OF THE SILT FENCE OUTLET FOR
INSTRUCTIONS.
1LILNTENANCE
MATERIALS, EQUIPMENT, AND PERSON NET. musT BE, AVAILABLE N'OR
MALNTENANCE AT ALL TIMES.
1. INSPECT THE SILT FENCE:
♦ DURING CONSTRUC'1'lON:'1'O SET; IF MACHINERY OR FALLING I REES HAVE
DAMAGED THE SILT FENCE; IF DAMAGED, REPAIR IT. TO SEE THAT FILL
MATKR IAA, HAS N(YI'.ACCU MI; LAI ED AGVNST IEh FKNCF:; IF T'l' HAS, REMOVE
FHE MSII:RLM , REPIUR'1HE FENCE, AND MOVE THE FENCE OR FILL 80'1HA'I
IL DOES NOT HAPPEN ALAI\.
♦ 1FLF.R F1CH RA1 NFA I TO SFF 1'HAT'II I JNOFF IS NO IFI,OW IN( IINDE.RTHF,
FENCE IF I l' IS, BURY THE BOl IOM OF THE FENCE CORRECTLY. 1'O SEE THAT'
RUNOFF IIAS NOT TOPPED TI 11 1 I ].NCI, IN I:OW POIK I S; If: ITIIAS, AN OUTL1"1'
MAY HE NEEDED AT THAT' POINf'ID PREVENT FUTURE FAILURES.
2. CIJ;AN OIL'I'ACCtlMUlAKITSDSI;DIMI•:N'IWIII;N ITRI:ACIIFS A DEPTH 01'ONE-
HALF THE HEK:HTOF THF, FII:I'ER FABRIC. PLACE THE SEDIMENT IN A
DISPOSAL AREA OR, iF APPROPRIATE, VHX IT WITIT DRY SOIL ON THE SITF.
DO NOT DISPOSE OF SEDIMENT IN A MANNER THAT WILL CREATE AN
EROSION HAZARD. DO NOT FREC.T A NEW SILT FENCE ON TOP OF
ACCUMULATED SEDIMENT BEHIND THE FENCE
3. IF SILT FENCE OUTLETS ARE USED, REMOVE AND REPLACE TIIr STO\ E
FITTER WITTI OF AN, WASHED STONE W ITEN TTIT. FIT TER TIFCOVCES
Cl Axxito). DISPONF. OF ANY CONTA M INAIT1) S'I'ON IS PROP I`.R LY.
4. REPAIR ANY BREAKS OR R07MN PLACES IN THE FILTER FABRIC.
5. IF THE FENCE IS SAGGING BETWEEN POSTS, INSTALL ADDITIONAL POSTS.
6. WHEN MAKING REPAIRS, ALWAYS RESTORE THE SILT FENCE TO ITS
ORIGINAL DESIGN CONFIGURATION.
REMOVAL
I. WHEN GRADING IN THE DRAINAGE AREA ABOVE THE SILT FENCE HAS BEEN
FINISHLD AND DISTURBED AREAS SUFFICIENTLY STABILJI.,LD TO RESIRAIN
EROSION, THE SILT FENCE AND ANY OUTLETS MUST BE REMOVED.
Z RL'MOV'E ANY ACCUMULA' ED SEDIMENT AND DISPOSE OF U PROPERLY.
3. REMOVE POSTS FENCE, AND FABRIC: DISPOSE OF THEM PROPERLY.
4. STABILI7,E THE DISTURBED AREA WHERE THE FENCE WAS LOCATED.
LRIE IEIR
WTH R6 RAP
°e•°eo°oo°o o e o p o e p e o e
eeaO
0
° °oo°oQoopoaoo -INN eo0
peo =° °°°° °° ° TOP OF DAM
TI
"°o °
aTCH
Opep
oe°o
FILTER FABRIC EDGE
AIN C
°o°o
(raH. Il- Of FABRIC)
I I
FILTER F
WEIR LENGTH
WEIR CROSS SECTION
NOTES:
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 ACRES.
2 EARTHEN BERM SHALL BE STABILIZED WSEEDING ACCORDING TO TOVVN SPECIFICATIONS.
3. USE MINIMUM HEIR LENGTH OF 6.0 FEET FOR EACH SEDIMENT BASIN.
SKIMMER DETAIL {TYPICAL)
ARM ASSEMBLY
NOTES:
1. SKIMMER IS TO BE A SURFACE DEVVATERING
DEVICE. "C" ENCLOSURE
2. SKIMMER SHOULD RISE TO THE LEVEL OF WEIR - -
HEIGHT IN TEMPORARY BASIN OR TO RISER INLET.
3. RETRIVAL ROPE TO BE ATTACHED TO SKIMMER
TO ASSIST IN CLEANING AND MAINTENANCE.
WATER ENTRY UNiT
PERSPECTIVE VIEW
PVC VENT SCHEDULE 40
PVC END CAP
PVC ELBOW PIPE PVC PIPE
WATER SURFACE
PVC END CAP
PVC PIPE SCHEDULE 40
1 /2" HOLES IN PVC PIPE
PVC TEE UNDERSIDE ORIFICE
PVC TEE PLATE
FLEXIBLE
HOSE
A
END VIEW FRONT VIEW
INSTRUCTIONS FOR
TYPE - A SEDIMENT TRAP
INSTALLATION
I. REFER TO TllE PLANS FOR IDCATION, DIMENSIONS, AND SPECIFICATTONS. IF
THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION, EYFENT, OR
METHODS OF INSTALLATION, ION, CONTACT 11IE ENGINEER, ARCHITECT. OR
RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION
CONTROL PERSONNEL HAVE COPIES OF INSTRUCTIONS AND MAY HAVE
PHOTOGRAPHS 0 PROPERLY INSTALLED TYPE -A SEDIMENT TRAPS AS ,AN
AID TO INSTALLATION.
IF THE SEDIMENT TRAP IS NOT INSTALLED CORRECTLY THE FIRST
TIMER IT WILL HAVE TO BE REBUILT.
2. DETERMINE THE LOCATION ON'THE GROUND, TAKING INTO,
CONSIDERATION:
A PREFABRICATED SILT FENCE (SILT BARRIER) CANNOT BE USEDI THE SILT
FENCE MUST BE CONSTRUCTED AS DESCRIBED INTHESE INSTRUCTIONS.
♦ ALLOW SUFFICIENT SPACE FOR THE TRAP TO BE BUILT TO THE SPECIFIED
DIMENSIONS.
♦ ALLOW ACCESS TO THE TRAP WHEN IT IS FINISHED TO MAINTAIN AND CLEAN
IT OUT, TAKING INT O ACCOLINT FINISHED GRADES, FILL. SLOPES. BLTH.DINGS,
UTILITIES. ETC.
♦ ALLOT AT LEAST:
15 FEET BETWEEN THE SEDIMENT TRAP AND SINGLE -STORY BUILDINGS.
25 FEET FOR FORK I.irrS HF:IWKF',N' "I'HE SH:I)IMKN'1''1'RAI' AND MULTIPLE:
STORY BUILDINGS.
15 FEET BETWEEN THE TRAP AND THE TOE OF FILL SLOPES.
♦ MAKL SURE RUNOFF FROM THE DISll RBLD AREA ABOVE IIIE TRAP WILL
FLOW INTO AND THROUGH THE SEDIM[EN"T TRAP AND NOT BY-PASS IT, PLACE
THETRAP WHERE DIVERSIONS, SILT FENCES, ETC. CAN DIRECT RUNOFF'1'O
THE TRAP LOCATION.
3. CLEAR THE LOCATION OF THE TRAP, REMOVE TREES, STUMPS, ROOTS, ETC.
THAT WOULD INTERFERE WITH INSTAL11NO AND MAINTAINING THE TRAP.
4. EXCAVATE A 6 X 6-INCH TRENCH AROUND THE PERIMETER OF THE TRAP.
USING A "13111C1H WITCH" MAY BE HF.,LPF'U1,
5. ALONG THE LOWER OR OUTSIDE EDGE OF THE TREN3CH. PLACE STEEL
FENCE. POSTS A MAXIMUM OF 4 FEET APART AND DRIVE THEM IS INCHES
INTO THE GROUND. DO NOT USE TREES RSTEAD OF POSTS TO SUPPORT THE
FENCE.
6. ATTACH WIRE FENCE (VHOG WIRE" OF MINIMUM 14 GAUGE WITH
MAXIMUM MESH OF 6 INCHES)1.0 THE UPHILL SIDE OR INSIDE OF THE
POSTS AND PLACE THE BOTTOM 12 INCHES OF THE. FENCE INTO THE.
TRENCH. USE LENGTIIS OF WIRE TO PASTE TILE FENCE TO TIIE POSTS, DO
NOT USE "CHICKEN WIRE"A'11L COMPLILTED FENCE MUST BE XT LEAST 3
FEET HIGH.
7. ATTACH SYNTHETIC FILTER FABRIC TO THE INSIDE OR UPHILL SIDE OF THE
WIRE FENCE WITH WIRE STAPLES. LEAVE A GAP IN THE FILTER FABRIC IN
THE CORNER. WHERE THE OUTLET WILL BE LOCATED. PLACE: THE STAPLES
NO MORE TITAN 12 INCHES APART, P1 ACE. THIN BOTTOM 12 INCHES OF THE.
FABRIC INTO THE TRENCH WITH THE BOTTOM OF THE WIRE FENCE.
DO NOT USE. BURLAP AS A FILTER FABRIC; IT IS' OT ACCEPTABLE. IT LS
A POOR FILTER, IS NOT STRONG ENOUGH, AND DETERIORATES
RAPIDLY.
USE ROILS OF FABRIC AND CUT TO'TEE NECESSARY LENGTH IN ORDER TO
MINIMI7F, THE NUMBER OF JOINTS..
S. HACKFILL THE. TRENCH AND TAMP THE. FILL TO FIRMLY ANCHOR. THE
BOTTOM OF THE FILTER FABRIC' AND WIRE. FENCE AND PREVENT WATER
FROM FLOWING UNDER T11E FENCE; MAKE IT GO THROUGH THE FILTER
FABRIC OR TRAP OUTLET.
9. INSTALS. THE FILTER OUTLET IN THE GAP LEFT IN THE FILTER FABRIC.
FOLLOW THE INSTRUCTIONS FOR THE SILT FENCE OUTLET INCLUDED IN
THE PLAN.
10. INSTALL THE INTERNAL BAFFLES IN T71E TRAP USLNG A SILT FENCE, AND
INSTALL, IT IN THE SAME MANNER AS THE OTHER SILT FENCE, FOLLOW THE
PATTERN AND DIMENSIONS SHOWN IN'IH:E PLANE.
11. IF ITIS NOT ALREADY IN PLACE, INSTALL THE SB,T FENCE, DIVERSIONS,
ETC. NECESSARY TO CAPTURE AND DIRECT RUNOFF TO THE TRAP.
MAINTENANCE;
MATERIALS. EQUIPMENT, AND PERSONNEL MrST BE AVAILABLE FOR
MAIN'TKNANCE, AT ALL TIMES.
1. INSPECT ]'HE S1L'1' FENCE:
DURINGC(N,_'RUC'1'I(N:1'OSF:F, IF MACHINERY OR FAI J JNO'II4 FINS HAVE.
DAMAGED 1HE'1TLAl', 1F' DAMAGED, REPAIR IT. TO SEE IF FILL MATERIAL
IIAS ACC:UMIA All; 1) IN DIVERSIONS OR ACIAINS'I TIll, FI NCI4 IF 1'r I IAS,
REMOVE IHEMA'I'F.RIAI.AN1)M:AKH:RF;1'.AIRS.
AFTrR EACTT RANFAI.T.: TO SF,r Ir RTNOrF IS rT.OWTNG TNDF,R TTTF 1TNCE;
11; [T IS, BURY THE IK)'IT'OM OI+'1'lll: FENCE CORRE'CTI.Y. TO Sl I:IP
IMPOUNDED W'AIVII IS CAI 1S1\G THH F'FSCK TO NAG; IF IT IS.. INSTALL
ADDITTONAT. POSTS TO STRENGTHEN IT. TO SEE TF TTIr OIMF.T IS
FUNCTIONING PROPERLY; IF NOT, MAKh ADJUSTMENTS OR REPAIRS.
2. REMOVE ACCT"MT'I A'ITD SEDIMENT WRIEN IT RFACITFS .A DEP171 OF ONE:
TIAT F TTIF.. TTFIGTIT Or TTIT OUTLET ET rR TER, PI ACE -Mr. SEDIMENT N A
DISPOSAL AREA, OR, Lh APPROPRIATE, MIX I I Will I DRY SOILON'1,1w SPIT;.
DO NOT DISPOSE OF SEDIMENT IN A MANNER THAT WELL CREATE AN
EROSION HAZARD.
3. REPAIR ANY BREAKS OR ROTIT,N PT ACES 14 TTTE FILTER FATIRTC.
4. MAINTAIN TTIE OUTLET FILTER ACCORDING TO TTIE INSTRUCTIONS
INCLUDED IN THE PLAN.
5. WHEN MAKING REPAIRS. ALWAYS RESTORE THE TRAP AND ITS
COMPONENTS TO ITS ORIGINAL DESIGN CONFIGURATION.
REMOVAL
1 WHEN GRADING IN TIM DRAINAGE AREA ABOVE THE SEDIMENT TRAP HAS
BEEN COMPLETED AND TTIE DISTUR.TITT) AREAS STIFTICTIFNTLY STATITLYED
'ID RES'IR.AIN 1!ROSION,'L'l II<T RAP W.ST III, RF:MOVI,D:
2. REMONT ACCUMULATED SEDIMENT ANT) DISPOSE Or IT PROPERLY.
3. REMOVL114F, POSTS FENCE. FABRIC, AND 01rIT.ET COMPONENTS; DISPOSE.
OF THEM PROPERLY.
4. STARIt 17.E THE DiSTIIRBET) .AREA WHERE THE TRAP WAS iDCATF.D AS
SPECIFIED IN THE. PLAN.
SKIMMER BASIN
INFLOW
TDP OF DAM
5'
TYPICAL
WEIR
PIPE OUTLET
(STABILIZED)
SKIMMER
SEDIMENT PIT INFLOW
NOTES: ,\ IIV,LOW
1. DRIVE STEEL POSTAT LEAST 18 INCHES INTOSOUD GROUND. BAFFLES WITH METAL \
2 WOOD POSTSARE NOTACCEPTABLE. POST, /S WOVEN WIRE
3. DIRECT WATER TO TOP OF BASIN. FABRIC BACKING AND
COIL FIBER NETTING
PLAN VIEW
SELECTED FILL PLACED
IN LAYERS AND
TOP OF DAM
COMPACTED (FOR
SIGMMER
IOMENT
EMBSTABILIZED
WIH
DE CEE((91
5' �
VEGETATION)
DETAIL)
T x' ^' �"
FREEBOARD- 1.5' :° { +: k. *"� t ?
& 1 9
PROTECT WEIR WITH
- .:
^?�Ti uc•,vt• •.i'•.' `"' ' it " :.
FILTER FABRIC AND
e-.92W55-e•e°e•e a e•R•e R e•o°e•o°e•e e
RIP RAP
•
e
3:1 SLOPE MAX, e
6" STONE
APRON
(STABILIZED
otinE ,
ANTI -SEEP
COLLAR -
BAFF ES (TYP.) WITH METAL
PRINCIPAL POST WOVEN WIRE FABRIC
SPILLWAY BACKING AND COIR FIBER
BARREL (4" OR NETTING (SEE DETAIL)
s. PVC)
R"MIEVAL LENGTH
ROPE
SKIMMER BASIN CROSS SECTION
TEMPORARY DIVERSION DITCH DETAIL (TYPICAL)
TOP RIM OF D) F 2'
MINIMUM
STEEP CUT OR
FILL SLOPE
16"
2:1 SLOPE f10.1E,
(MAXIMUM) DIVERSION DITCH SHOULD BE STABILIZED
WITH TEMPORARY SEEDING AND EROSION
CROSS SECTION A -A' CONTORL NETTING.
UPSLOPE TOE O
POSITIVE GRADE 1.0E MAXIMUM
TURIM OF DITCH`
., �.•. . " ��.. �� P . . .
SIDE SLOPESI LE 2' MINIMUM
2:1 (MAxaIUM) . e + I
..
�.�• . .W.�
FILL SLOPE
PLAN VIEW
NOTE:
STABILIZE DIVERSION DITCH WTH TEMPORARY SEEDING
AND EROSION CONTROL NETTING.
GRASS DIVERSION CONSTRUCTION AND MAINTENANCE SEQUENCE
CONSTRUCTION:
1. Remove and properly dispose of all trees, brush, stumps and other objectionable material.
2. Ensure that the minimum contructed cross section meets all design requirements.
3. Ensure that the top of the dike is not lower at any point than the design elevation plus the specified
settlement.
4. Provide sufficient room around diversions to permit machine regrading and cleanout.
5. Vegetate the ridge immediately after construction, unless it will remain in place less than 30 working
days.
MAINTENANCE:
1. Inspect temporary diversions once a week and after every rainfall.
2. Immediately remove sediment from the flow area and repair the diversion ridge.
3. Carefully check outlets and make timely repairs as needed.
4. When the area protected is permanently stabilized, remove the ridge and the channel to blend with
the natural ground level and appropriately stabilize it.
GRAVEL CONSTRUCTION EXIT
GRass - 5Ecn Of4
be II1„AP 'Rh Pmwr l-EY� 4F�r)a1J
8e140FF FROM PAdeV
i
o INh
aggregatecoarse
INSTRUCTIONS FOR
GRAVEL CONSTRUCTION EXIT
INSTALLATION
1. REFER TO PLANS FOR LOCATION AND SPECIFICATIONS. IF THERE ARE
QUESTIONS OR PROBLEMS WITH THE LOCATION OR METHODS OF
INSTALLATION CONTACT THE ENGINEER, ARCHITECT, OR RESPONSIBLE
PERSONNEL ON TiiE, 9TTT FOR ASSISTANCE, EROSION CONTROi. PERSONNEi.
ITAVP• COPIES OF LNSTRTICTTONS AND PiiOTOGRAPiTS OF PROPERI Y
INSTALLED EXITS AS AN AID TO INSTALLATION.
IF THE CONSTRUCTION EXIT IS NOT INSTALLED CORRECTLY THE FIRST
TiME, IT WELL HAVE TO BE RFMITii.T.'
2, DETERMNE THE LOCATION ON THE GROUND, TAKING INTO
CONSIDERATION:
THE CONSTRUCTION EXIT MUST BE IN PLACE DURING ALL PHASES OF
CONSTRUCTION; IF THE LOCATION IS TO BE GRADED, THE EXIT MUST BE
INSTALLED FOR THE INITIAL WORK, REMOVED TO ALLOW GRADING OF THE
LOCATION, AND REPLACED WIMEDIATELY AFTER GRADING SO THAT IT IS IN
PLACE AND FUNCTIONING AT ALL TIMES.
IF THE SITE WILL HAVE A LARGE NUMBER OF VEHICLES USING THE EXIT, IT
IS ADVISABLE TO HAVE A DIVIDED EN'11LANCE THAT DICECT3 EN111UNU
IRA MT CTiTROUGH ASEP.ARA•TTTRAVET,WAYPARAiJ,Ei,TOTiTEGRAVEL
CONSTRUCTION EXIT IN ORDER TO REDUCE THE NUMBER OF TRIPS OVER
THE STONE, INCREASING THE LIFE OF THE GRAVEL, AND REDUCING
MAINTENANCE, REFER TO THE ILLUSTRATION FOR DETAILS.
RUNOFF AND SEDIMENT FROM T'HE S1711 MUST BE DIRECTED AWAY FROM
T11E EXiT SO TTiAT TT DOES NOT FT,OW INTO TITE STREET OR OTHER OFFSi'TT
AREA; CHOOSE A LOCATION FOR THE EXIT THAT WILL MAKE IT EASY TO
DIVERT THE RUNOFF TO SEDIMENT -TRIPPING DEVICES.
IF" 1'HE URIVEL CONSTRUCTION EXIT DOES NOT FUNCTION TO KEEL' MUD
AND DEIST ON -SITE, Ti EN ANY SOIT, OR DEBRIS TRACKED FROM TTTE, SiTE
MUST BE PHYSICALLY REMOVED FROM THESE AREAS BY FIRST USING A
SHOVEL AND BROOM AND THEN WASHING THE PAVEMENT.
IF THE PERSON RESPONSIBLE FOR THE DISTURBANCE FAILS TO TAKE
INITIA'1'IVF'rO KEEP SOIL .AND DEBRIS ON'THE SITE ENFORCEMENT
AC'1.10N MAY )1E TAKEN AG.A IN.4T TIIF ..SITE A NT► T111? GRA THING PR.RIk4f
REVOiQD ANiDJOR A STOP NYORK ORDER ISSUED.
3, CLEAR •1-1IE LOCATION OF 111E EXrr. REMOVING 811IMPS ROO'1.3, AND
OTHER VEGETATION IN ORDER TO PROVIDE A FIRM FOUNDATION SO THAT
THE STONE IS NOT PRESSED INTO SOFT GROUND. CLEAR ENOUGH WIDTH TO
ALLOW PASSAGi': OF I ARGF: VEHICLES, BI IT CLEAR ONLY WHAT IS
NECESSARY FOR THE EXIT. DO NOT CLEAR ADJACENT AREAS UNTIL THE
REQUIRED EROSION CONTROL DEVICES ARE IN PLACE. IF THE SOIL AT THE
1k)CA110N IS SOFTFF N ADVISABLE'I'O PiACE A 61T) S INCH LAYER OF
CRUSHER RUN STONE DOWN FIRST TO PROVIDE A FIRM FOUNDATION AND
PREVENT THE WASHED STONE BEING PRESSED INTO THE GROUND.
4, AT THE LOCATION OF THE EXIT, PLACE AN 8-INCH LAYER OF WASHED
STONE 2 TO 3 INCHES IN DIAMETER AT LEAST 50 FEET LONG A\ID AS WIDE
AS THE FUTI. WIDTH OF Tlil? EXIT OR AT iYAST 10 FEET W iDE. FT ARE THE
END OF THE STONE WHERE IT MEET'S 17HE PAVEMENT 50 THAT THE WHEELS
OF TURNING VEHICLES REMAIN ON STONE AND DO NOT TRAVEL OVER
UNPROTECTED SOIL.
5. A SQUARE -EDGED SHOVEL AND BROOM WITH STIFF BRISTLES MUST BE
PROVIDED AI THE, EXIT FOR REMOVING ANY ML'D THATMAY 1E'1RACKI'J)
INTO THE STREET.
USE
I.- AS -VEHICLES LEAVING THE SiTE DRIVE ACROSS THE WASHED STONE THE
ABRASIVE ACTION OFTHE WASHED STONE SHOULD REMOVE SEDIMENT'
FROM THE, TIRES. IT MAY BE NECESSARY TO USE A SHOVEL TO REMOVE
MUD TRAPPED BETWEEN DUAL WHEELS.
2. ANY SOIL TRACKED FROM THE, SrFE MUST BE REMOVED IMMILDIXI'LLY, A
SHOVEL AND BROOM MUST BE USED TO REMOVE AS MUCH SOIL AS
POSSIBLE BEFORE WASHING THE PAVEMENT.
MAINTENANCE,
MATERIALS, EQUIPMENT, AND PERSONNEL MUST HE AVAILABLE FOR
MAINTEN.ANCF, AT ALI, TIMES.
1. WHEN THE STONE IN THE EXIT BECOMES CONTAMINATED WITH SOIL AND
iTS FUNCTION iS REDI ICED TO WHERE. SF.DiMRNT TS BEING TRACKED INTO
THE STREET, A 44NCH LAYER OF CLEAN STONE MUST BE ADDED.
2. DIVERSIONS USED TO DIRECT RUNOFF AWAY FROM THE EXIT TO
SEDIMENT -TRAPPING DEVICES MUST BE MAINTAINED ACCORDING TO
SPECIFICATIONS FOR THOSE DEVICES.
3, THE GRAVEL CONSTRUCTION EXTrMUSTBE-MAIN1'AINEDSOTHATMUD
AND DUST ARE. KEPT ON-STIT, PROBT.EMS MUST BE ANTiCTPATP.D AND
PREVENTIVE MAINTENANCE MUST BE PERFORMED.
REMOVAL
1. WHEN THE GRAVEL CONSTRUCTION E:Xl'1' IS NO L )NGER NEEDED, WHEN
THE TRAVEi.WAYS ITAVT BEEN STAB11,i7.ED AND TitE POTENTIAL. FOR
TRACKING SOIL AND DEBRIS INTO THE STREET HAS BEEN REMOVED, THE
GRAVEL CONSTRUCTION EXIT MAY BE REMOVED.
2. THE STONE AND ANY SEDIMENT SHOULD BE REMOVED AND PROPERLY
DISPOSED OF WHERE THEY WILL NOT CREATE AN EROSION HAZARD.
FIGURE 4: SEDIMENTATION AND EROSION CONTROL DETAIL MAP
AHOSKIE PULL PARTS
236 US HIGHWAY 13 SOUTH
AHOSKIE, HERTFORD COUNTY
NORTH CAROLINA
PIN NO. 6901277035
f1 C
F
PREPARED BY:
F
GEOLOGICAL RESOURCES, INC.
` Y
3502 HAYES ROAD
MONROE, NC 28110
6
[phone]
FEBRUARY 6, 2015
FIRM LICENSE NO. C-2727

.� � ,.;DEMLR7�SE:CJ3�fL__,
Date Received
Fee Paid
Permit Number
Applicable Rules:
❑ CoastaI SW -1995 ❑ Coastal SW - 2003
❑ Ph II - Post Construction
(select all that apply)
❑ Non -Coastal SW- HQW/ORW Waters [I Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form nray be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
AHOSKIE PULL PARTS
2. Location of Project (street address):
2346 US HIGHWAY 13 SOUTH
City:AHOSKIE County:HERTFORD
3. Directions to project (from nearest major intersection):
Zip:27910
STARTING FROM NC 42 TURN ONTO US HWY 13 HEADING SOUTH. FACILM IS LOCATED
APPROXIMATELY 3.2 MILTS FROM NC 42 ON US HWY 13
4. Latitude.36015' 13.025" N Longitude:760 57' 19.325" W of the main entrance to the project_
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New []Modification ❑ Renewal w/ Modificationt
tRene vials with niodifuations also requires SWU-202 -- Renewal Application Forni
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) _, and the status of
construction: []Not Started ❑Partially Completed" ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density []High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMI.R requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed, T
4. a. Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major gSedimentation/Erosion Control: 3.94 ac of Disturbed Area
❑NPDRS Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b. If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? HNo ❑Yes
If yes, see S.L. 2012-200, Part VI; http:llporLil.ncden.r.org/web/Ir/rules-and-regElationF
Form SWU-101 'Version Oct. 31, 2013 Page I of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the Rroject):
Applicant/OrganizatiomAHOSKIE PULL PARTS (DBA OF EC MILESTONE METALS, INC.)
Signing Official & Title:WiLLIAM CONNER - GENERAL MANAGER
b. Contact information for person listed in item 1a above:
Street Address:2346 US HIGHWAY 13 SOUTH
City:AHOSKIE State:NC Zip:27910
Mailing Address (if applicable):SAME AS ABOVE
City: State: Zip:
Phone: (252 ) 287-1525 Fax: ( )
Email:williamconn'erIO6@Lrmail,com
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
® Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer.. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization: BALA]I PR4SAD - BUMP AND CASH, INC,
Signing Official & TitIe:MANAGER/PRESIDENT_
b. Contact information for person listed in item 2a above:
Street Address:2346 US HIGHWAY 13 SOUTH
City: AHOSKIE Sta te:NC Zip:27910
Mailing Address (if applicable): -SAME AS ABOVE -
City: State: Zip:
Phone: (252 ) 337-4433_ Fax:
Email:bgl?[e-mail]
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone:
Fax:
4. Local jurisdiction for building permits: AHOSKIE HERTFORD COUNTY NORTH CAROLINA
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater generated from the haul road leading to the project area will be conveyed via grass lined
diversion ditchess to Tran#2. Stormwater venerated in the uroiect area (disturbed area) will be diverted
conveyed by a combination of vegetated earthen terms and grass -lined diversion ditches to Trap#1. Both
sediment U:g,1g§_ultJma1t1X dischar a into Ahoskie Creek. Ve etative buffers are provided around the area.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph U - Post Construction
3. Stormwater runoff from this project drains to the CHOWAN River basin.
4. Total Property Area: 30.461 acres 5. Total Coastal Wetlands Area: 13.951 acres
6. Total Surface Water Area: 1.2 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area-,:15.31 acres
Total project area shall be calculated to exclude the foilowin : the rionnal pool of impounded structures, the area
between the banks of sbbeams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, -and coastal wetlands landward from the NHW (or MHM Iine, The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 21.5 %
9. How many drainage areas does the project have72 (For high densihj, count 3 for each proposed engineered
stormwater BMP. For Iow density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
a Area. i .
Drama e P,_rea '
:I ra3na ; e.Area;T
.Draina eiAf
--ReceivingStream Name
Ahoskie Creek
Ahoskie Creek
Stream Class *
C;NSW
C;NSW
Stream Index Number *
25-14-1
25-14-1
Total Drainage Area (so
139,392
32,234.40
On -site Drainage Area (sf)
139,392
32,234.40
Off -site Drainage Area (sf)
Proposed Im22rvious Area** s
124,494.72
18,730.8
% Impervious Area** total
89.3
158.1
Zrri tvjgtisSurfe Arsa
iJrarna e_�Aa,:
lrauia e=Ar'a.�:,I]:r�na
;e Area.:
_I7rarta :�4aea
On -site Buildin s/Lots (sf)
On -site Streets (sf)
18,730.8
On -site Parking(sf)_124,494.72
On -site Sidewalks (so
Other on -site (sf)
Future (so
Off -site sf)
Existing BUAI (sf)
Total (so:
124,494.72
18,730.8
* Stream Class and Index Number can be determined at: http://portal.ncdenr.argfcUeb/zvq/s/csulcIassi cations
Im raious area is defined as the built upon area including, but not limited to, buildings, roads, parldng areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects In Union County: Contact DEMLR Central Office staff to check if the project is Located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B . 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http,,//portal.i-icdenr.ora/web/wo/ws/su/bmr)-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://12ortai.ncdenr.org/web(wgIw Isu/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (Ilse appropriate office may be found by locating project on the
interactive online map at httl:L/ 1ortalmcdennorg/web/ wq/ws/su /maps.)
Please indicate that the following required information have been provided by. initialing in the space provided
for each item. All original documents MUST be signed and initiated in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.orE/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VIi below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for _
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within V2 mile of the site boundary, include the lh
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines,
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
L Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 83"xll" copy of the NRCS County Soils reap with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verifij the SH11VT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 750 Page No: 756
11. For corporations and limited liability corporations (LLC): Provide documentation from the ITC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1 a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htt2: / /www.secretary.state.nc.us /Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from httl2:1l?ortal.ncdenr.org/web/lr/state-
stormwater-forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holders) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer Rohit Shetty, P.E. -
Consulting Firm: Geological Resources Inc.
Mailing Address:3502 Hayes Road
City:Monroe State:NC Zip:28110
Phone: ('704 845-9010 Fax: [phone]
Er,ail:rshettogeologicalresou rces inc.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hfpe name of person listed in Contact Information, item 2a) Balaii Prasad(Dump and Cash,Ine? , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Infamiation, item 1a) William Conner with (print or type name of organization listed in
Contact Information, item 1a) Ahoskie Pull Parts QBA of EC Milestone Metals Inc, to develop the
project as currently proposed. A copy of the lease agreement or pending property sales contract has been
provided with the submittal, which indicates the party responsible for the operation and maintenance of the
stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner i acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEML R Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a yy��y�ddation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the asse§�Tr njpf civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
Date: 2 e c= It ?mil
I,QQor-� q ��fti2r a Notary Public for the State of _ N �- , County of
do he certify that �a R i p�k 5 R C personally appeared
before me this Il day of— -C)--QC- 5 , and a knowledge the due execution of the application for
a stormwater permit. Witness my hand and official
GEORGIAA JOYNER
Notary Public
Bartle County. North Crlrofi� 1
My Commission Expires
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires vy
I, (print or hype name of persm listed in Contact Information, itenn 1a) WILLIAM CONNER OF AHOSKIE PULL
PARTS(DBA OF EC MILESTONE METALS. INC.)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A,,)ECAC 2H .1000 and any other applicable state stormwater requirements.
Date: .D-ec //F ae"% J ~
I, 914- tf`�011A �� 1/1 rQ r , a Notary Public for the State of , _- County of
T Zu do hereby certify that twi Prm C ry-"�r- personally appeared
before me this Ik day of 15 , and ac nowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, �"
Cl
GEORGIAA JOYNER
Notary Public
Berne Cosmty, North Carolina
My Cornmssion Eq*es
vU1- , 4�L
SEAL
My commission expires . ) � "q `') I ^_
Farm SWU-I01 Version Oct. 31, 2013 Page 6 of 6

Permit No.
(to be provided by DEHLR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied far use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H .1.000, Session Law 2006-246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H .1008(g).
L PROJECT INFORMATION
Project Name: AHOSKIE PULL PARTS
Contact Person: WILLIAM CONNER Phone Number; 252 2874525
Number of Lots:l Allowable Built Upon Area (BUA) Per Lot*:3.94 ACRES
Number of Dwelling Units Per Acre**:0
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction [non-SAI only)
II. BUILT LTON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://poi-tal.nedenr.ora/web/Ir/state-stormwater-forms does)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area -the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
- No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of. pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4

Calculation:
For uniform lot sizes:
SA: ft2 x DF: — RA: fl — (OA: L = BUA per Lot = ft2
(No of Lots:)
For non -uniform lot sizes:
a. (SA: ft2 x DF: �„— (RA: fie) — (OA: ft2) = Total allowable lot BUA — ft2
b. Total BUA from lot listing: sf. b must be [ a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdso.nws.noaa,gov/hdsc/pfds/ - SEE ATTACHED S&EC PLAN FOR CALCULATIONS
- IMPERVIOUS AREA = 21.5%
Table 1. Swale design information based on the 10-vear storm.
Swale No,
Drainage
Area ac
Impervious
Area ac
Grassed
Area ac
C
Q
cfs
Slope
%
Vaiiow
f s
V flc1ual
f s
Flow
Depth KQt
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Form SW40I-Low Densi ty-Rev.3 -2/10/0 9 Page 2 of 4

IV. REQUTRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then iustification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
RS a. t
b. t
C. t
RS
d.
e.
RS
f
9.
h.
i.
j�
k.
M.
For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters, For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative
buffer is provided adjacent to surface waters.
For Phase 11 Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
Built upon area calculations are provided for the overall project and all lots.
Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
Side slopes of swales are no steeper than 3:1, or no steeper than 5:1 for curb outlet swales.
Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects,
calculations for shear stress and velocity are provided if slope is greater than 5%.
At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands; non -erosive is velocity < 2 ft/s).
Swale detail and permanent vegetation is specified on the plans.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
Swales are located in recorded drainage easements.
n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
0.1? The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
p.ft Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

V. SWAEE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to
any changes to the system or responsible party.
Print Name and Title:WILLIAM COhNER - GENERAL MAINTAGER-AHOSKIE PULL PARTS
Address:2346 US HIGHWAY 13 SOUTH AHOSKIE, NORTH CAROLINA 27910
Date: . c?G
Signature;
Note: 77re legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, Geyy-o)a 4 JD Ur e , a Notary Public for the State of , County of
- VPAIW , do hereby ceitify that VV '} NN OrCr` �-UY `r��t-` personally appeared before me this
day of , �5_, and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
r
Notary signature
v C
GEORGIAAJOYNER y q
sty Public My commission expires I
Berne County, North Carolina
PNGor WssionExpires_tl—l`'1
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4

LAND ENTRY AGREEMENT
We hereby grant to the applicant (EC Milestone Metals, Inc DBA Ahoskie Pull Parts) or it's appointed
representatives the right of entry and travel upon our lands for the purpose of conducting necessary land -
disturbing activities, field inspections, investigations and conduct operations of an automotive recycle
parts facility as may be reasonably required in the administration of the proposed vehicle pull parts
business.
We further grant to the applicant or its appointed representatives the right to make whatever entries on the
land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in
order to carry out the operations of the vehicle Pull parts business as required by the permit guidelines.
LANDOWNER:
Signature:
Date:
Print Name: Balaii Prasad (for Dump and
Cash, Inc.)
Address: 2346 US Highway 13 South
Ahoskie, NC 27910
Telephone. [phone]
APPLICANT:
Signature:* EGG"•`° /hZ`'�
Date:* --
Print Name: William Conner (EC Milestone
Metals, Inc. DBA Ahoskie Pull Parts)
Title: General Manager
Company: EC Milestone Metals, Inc. DBA
Ahoskie Pull Parts
Site Name: Ahoskie Pull Parts
1, 4 6WOWy-,t— , a Notary Public of the County of
�a� j�rGl Sa
State of North Carolina, hereby certify that ht Pam-� Q-(fYNn%A-rr appeared personally before me
this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this J__day of '��.2� , 20 15
7GEORGLAAJOYNER7Public
Notary
My commission expires

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DESCRIPTION REMARKS
PHYS rNCT-OAN
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TYPE
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APPRAISED VALUE- 2gNWARY
USE VAL�f- SUMMARY
TOTAL TAX VALUE
LAND
BUILDINGS
LAND
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HERTFORD COUNTY LAND RECORDS - PROPERTY RECORD CARD
$160�_391
$310.,„56
TOTAL APPRAISED VALVE: 1
TOTALUSEVALUE:
R 100

��� �iiuhiiiiiiiiiiis
Filed: 01/28/2013 02:24:20 PM
MELANIE H. STOREY, Register of Deeds
HERTFORD County. NC
L JIL
DEED OF TRUST
RECORDATION REQUESTED BY;
The Bank of Hampton Roads, ELIZABETH CITY MAW BRANCH, 1145 N. ROAD STREET, PO BOX 1908,
ELIZABETH CITY, NC 27909
WHEN RECORDED MAIL TO:
Cheryl Davis, Commercial Loan Closing Dept.
Hampton Roads Bankshares
P. 0. Box 1908
Elizabeth City, NIC 27909
SEND TAX NOTICES TO:
DUMP AND CASH, INC.; 2436 US HWY 13 South; Ahoskie, NC 27910
This D ed ai Trustfprepared /t L �I
X �z��t c!?� s 1tn•CT 1! KG�cQ S tJ c�.zSC r L� 1 i c r� Yjn �rY Lam{ v'
1 l7 rrie <� r La�I
MAXIMUM LIEN. The maximum principal amount secured by this Deed of Trust shall not exceed at any one
time $326,250.00.
THIS DEED OF TRUST is dated January 28, 2013, among DUMP AND CASH, INC., whose address is 2436 US
HWY 13 South, Ahoskie, NC 27910 ("Grantor"); The Bank of Hampton Roads, whose address is ELIZABETH
CITY MAIN BRANCH, 1145 N. ROAD STREET, PO BOX 1908, EL17ABETH CITY, NC 27909 (referred to below
sometimes as "Lender" and sometimes as "Beneficiary"); and GBTC, INC., whose address is P.O. Box 1908,
Elizabeth City, NC 27906-1908 (referred to below as "Trustee").
CONVEYANCE AND GRANT, NOW, THEREFORE, as security for the Indebtedness, advancements and other
sums expended by the Beneficiary pursuant to this Deed of Trust and costs of collection (including attorneys'
fees as provided in the Note) and other valuable consideration, the receipt of which is hereby acknowledged,
Grantor has bargained, sold, given, granted and conveyed and does by these presents bargain, sell, give, grant
and convey to Trustee, and Trustee's heirs or successors and assigns, for the benefit of Lender as Beneficiary,
all of Grantor's right, title, and interest in and to the following described real property, together with ail existing
or subsequently erected or affixed buildings, improvements and fixtures; all easements, rights of way, and
appurtenances; all water, water rights and ditch rights (including stock in utilities with ditch or irrigation rights);
and all other rights, royalties, and profits relating to the real property, including without limitation all minerals,
oil, gas, geothermal and similar matters, (the "Real Property") located in Hertford County, State of North
Carolina:
See Exhibit "A", which is attached to this Deed of Trust and made a part of this Deed of Trust as if fully
set forth herein.
The Real Property or its address is commonly known as 2436 US HWY 13 South, Ahoskie, NC 27910.
To have and to hold said Real Property with all privileges and appurtenances thereunto belonging, to the
Trustee, his heirs, successors and assigns forever, upon the trusts, terms and conditions and for the uses
hereinafter set forth.
Grantor presently assigns to Lender (also known as Beneficiary in this Heed of Trust) all of Grantor's right, title,
and interest in and to all present and future leases of the Property and all Rents from the Property. In addition,
Grantor grants to Lender a Uniform Commercial Code security interest in the Personal Property and Rents.
THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE
RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (A) PAYMENT OF THE INDEBTEDNESS AND (B)
PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THE NOTE, THE RELATED DOCUMENTS, AND THIS
DEED OF TRUST. THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS:
GRANTOR'S REPRESENTATIONS AND WARRANTIES_ Grantor warrants that: (a) this Deed of Trust is

t3K /5U F U /4l UUUM311 b64
DEED OF TRUST
(Continued) Page 2
executed at Borrowers request and not at the request of tender, (b) Grantor has the full power, right, and
authority to enter into this Deed of Trust and to hypothecate the Property; (c) the provisions of this Deed of
Trust do not conflict with, or result in a default under any agreement or other instrument binding upon Grantor
and do not result in a violation of any law, regulation, court decree or order applicable to Grantor; (d) Grantor
has established adequate means of obtaining from Borrower on a continuing basis information about
Borrower's financial condition; and (a) Lender has made no representation to Grantor about Borrower
(including without limitation the creditworthiness of Borrower).
GRANTOR'S WAIVERS. Grantor waives all rights or defenses arising by reason of any "one action" or
"anti -deficiency" law, or any other law which may prevent Lender from bringing any action against Grantor,
including a claim for deficiency to the extent Lender is otherwise entitled to a claim for deficiency, before or
after Lenders commencement or completion of any foreclosure action, either judicially or by exercise of a
power of sale. Grantor expressly waives, to the extent permitted by North Carolina law, all of Grantor's rights
under (a) North Carolina General Statutes Sections 26-7 through Section 26-9. or any similar or subsequent
laws, (b) North Carolina General Statutes Section 25-3-605 relating to the impairment of the collateral, or any
similar or subsequent law, and (c) North Carolina General Statutes Section 25-9-501 and 25-9-504 with
respect to the 'commercial reasonableness" of any sale of collateral, or any similar or subsequent laws.
PAYMENT AND PERFORMANCE- Except as othervse provided in this Deed of Trust, Borrower shall pay to
Lender all Indebtedness secured by this Deed of Trust as it becomes due, and Borrower and Grantor shall
perform all their respective obligations under the Note, this Deed of Trust, and the Related Documents.
POSSESSION AND MAINTENANCE OF THE PROPERTY. Borrower and Grantor agree that Borrowers and
Grantors possession and use of the Property shall be governed by the following provisions:
Possession and Use. Until the occurrence of an Event of Default, Grantor may (1) remain in possession
and control of the Property; (2) use, operate or manage the Property; and (3) collect the Rents from the
Property.
Duty to Maintain. Grantor shall maintain the Property in tenantable condition and promptly perform all
repairs, replacements, and maintenance necessary to preserve its value.
Compliance With Environmental Laws. Grantor represents and warrants to Lender that: (1) During the
period of Grantor's ownership of the Property, there has been no use, generation, manufacture, storage,
treatment, disposal, release or threatened release of any Hazardous Substance by any person on, under,
about or from the Property; (2) Grantor has no knowledge of, or reason to believe that there has been,
except as previously disclosed to and acknowledged by Lender in writing, (a) any breach or violation of
any Environmental Laws, (b) any use, generation, manufacture, storage, treatment, disposal, release or
threatened release of any Hazardous Substance on, under, about or from the Property by any prior owners
or occupants of the Property, or (c) any actual or threatened litigation or claims of any kind by any person
relating to such matters; and (3) Except as previously disclosed to and acknowledged by Lender in
writing, (a) neither Grantor nor any tenant, contractor, agent or other authorized user of the Property shall
use, generate, manufacture, store, treat, dispose of or release any Hazardous Substance on, under, about
or from the Property; and (b) any such activity shall be conducted in compliance with all applicable
federal, state, and local laws, regulations and ordinances, including without limitation all Environmental
Laws. Grantor authorizes Lender and its agents to enter upon the Properly to make such inspections and
tests, at Grantors expense, as Lender may deem appropriate to determine compliance of the Property with
this section of the Deed of Trust_ Any inspections or tests made by Lender shall be for Lenders purposes
only and shall not be construed to create any responsibility or liability on the part of Lender to Grantor or to
any other person. The representations and warranties contained herein are based on Grantors due
diligence in investigating the Property for Hazardous Substances. Grantor hereby (1) releases and waives
any future claims against Lender for indemnity or contribution in the event Grantor becomes liable for
cleanup or other costs under any such taws; and (2) agrees to indemnify. defend, and hold harmless
Lender against any and all claims, losses, liabilities, damages, penalties, and expenses which Lender may
directly or indirectly sustain or suffer resulting from a breach of this section of the Deed of Trust or as a
consequence of any use, generation, manufacture, storage, disposal, release or threatened release
occurring prior to Grantors ownership or interest in the Property, whether or not the same was or should
have been known to Grantor. The provisions of this section of the Deed of Trust, including the obligation
to indemnify and defend, shall survive the payment of the Indebtedness and the satisfaction and
reconveyance of the lien of this Deed of Trust and shall not be affected by Lenders acquisition of any
interest in the Property, whether by foreclosure or otherwise.
Nuisance, Waste. Grantor shall not cause, conduct or permit any nuisance nor commit, permit, or suffer
any stripping of or waste on or to the Property or any portion of the Property. Without limiting the
generality of the foregoing, Grantor will not remove, or grant to any other party the right to remove, any
timber, minerals (including oil and gas), coal, clay, scoria, soil, gravel or rock products without Lenders
prior written consent.
Removal of Improvements. Grantor shall not demolish or remove any Improvements from the Real Property
without Lenders prior written consent. As a condition to the removal of any Improvements, Lender may
require Grantor to make arrangements satisfactory to Lender to replace such Improvements with
Improvements of at least equal value.
Lenders Right to Eater. Lender and Lenders agents and representatives may enter upon the Real Property
at all reasonable times to attend to Leaders interests and to inspect the Real Property for purposes of

BK 750 PG 748 DQC#31 684
DEED OF TRUST
(Continued) Page 3
Grantor's compliance with the terms and conditions of this Deed of Trust.
Compliance with Governmental Requirements. Grantor shall promptly comply with all laws, ordinances,
and regulations, now or hereafter in effect, of all govemmental authorities applicable to the use or
occupancy of the Property, including without limitation, the Americans With Disabilities Act. Grantor may
contest in good faith any such law, ordinance, or regulation and withhold compliance during any
proceeding, including appropriate appeals, so long as Grantor has notified Lender in writing prior to doing
so and so long as, in Lender's sole opinion, Lender's interests in the Property are not jeopardized. Lender
may require Grantor to post adequate security or a surety bond, reasonably satisfactory to Lender, to
protect tenders interest.
Duty to Protect. Grantor agrees neither to abandon or leave unattended the Property. Grantor shall do all
other acts, in addition to those acts set forth above in this section, which from the character and use of the
Property are reasonably necessary to protect and preserve the Property.
DUE ON SALE - CONSENT BY LENDER. Lender may, at Lenders option, declare immediately due and payable
all sums secured by this Deed of Trust upon the sale or transfer, without Lenders prior written consent, of all
or any part of the Real Property, or any interest in the Real Property. A "sale or transfer" means the
conveyance of Real Property or any right, title or interest in the Real Property; whether legat, beneficial or
equitable; whether voluntary or involuntary; whether by outright sale, deed, installment sale contract, land
contract, contract for deed, leasehold interest with a term greater than three (3) years, tease option contract, or
by sale, assignment, or transfer of any beneficial interest in or to any land trust holding title to the Real
Property, or by any other method of conveyance of an interest in the Real Property. If any Grantor is a
corporation, partnership or limited liability company, transfer also includes any change in ownership of more
than twenty-five percent (25%) of the voting stock, partnership interests or limited liability company interests,
as the case may be, of such Grantor. However, this option shall not be exercised by Lender if such exercise is
prohibited by federal law or by North Carolina law.
TAXES AND LIENS. The following provisions relating to the taxes and liens on the Property are part of this
Deed of Trust:
Payment. Grantor shall pay when due (and in all events prior to delinquency) all taxes, special taxes,
assessments. charges (including water and sewer), fines and impositions levied against or on account of
the Property, and shall pay when due all claims for work done on or for services rendered or material
furnished to the Property. Grantor shall maintain the Property free of all liens having priority over or equal
to the interest of Lender under this Deed of Trust, except for the lien of taxes and assessments not due and
except as otherwise provided in this Deed of Trust.
Right to Contest Grantor may withhold payment of any tax, assessment, or claim in connection with a
good faith dispute over the obligation to pay, so long as Lender's interest in the Property is not jeopardized.
If a lien arises or is filed as a result of nonpayment. Grantor shall within fifteen (15) days after the lien
arises or, if a lien is filed, within fifteen (15) days after Grantor has notice of the filing, secure the discharge
of the lien, or if requested by Lender, deposit with tender cash or a sufficient corporate surety bond or
other security satisfactory to Lender in an amount sufficient to discharge the lien plus any costs and
reasonable attorneys' fees, or other charges that could accrue as a result of a foreclosure or sale under the
lien. In any contest, Grantor shall defend itself and Lender and shall satisfy any adverse judgment before
enforcement against the Property. Grantor shall name Lender as an additional obligee under any surety
bond furnished in the contest proceedings.
Evidence of Payment. Grantor shall upon demand furnish to Lender satisfactory evidence of payment of
the taxes or assessments and shall authorize the appropriate governmental official to deliver to Lender at
any time a written statement of the taxes and assessments against the Property.
Notice of Construction. Grantor shall notify Leader at least fifteen (15) days before any work is
commenced, any services are furnished, or any materials are supplied to the Property, if any mechanic's
lien, materialmen's lien, or other lien could be asserted on account of the work, services, or materials and
the cost exceeds $1,000.00_ Grantor will upon request of Lender furnish to Lender advance assurances
satisfactory to Lender that Grantor can and will pay the cost of such improvements.
PROPERTY DAMAGE INSURANCE. The following provisions relating to insuring the Property are a part of this
Deed of Trust.
Maintenance of Insurance. Grantor shall procure and maintain policies of fire insurance with standard
extended coverage endorsements on a replacement basis for the full insurable value covering all
Improvements on the Real Property in an amount sufficient to avoid application of any coinsurance clause,
and with a standard mortgagee clause in favor of Lender. Grantor shall also procure and maintain
comprehensive general liability insurance in such coverage amounts as Lender may request with Trustee
and Lender being named as additional insureds in such liability insurance policies. Additionally, Grantor
shall maintain such other insurance, including but not limited to hazard, business interruption, and boiler
insurance, as Lender may reasonably require. Policies shall be written in form, amounts, coverages and
basis reasonably acceptable to Lender and issued by a company or companies reasonably acceptable to
Lender. Grantor, upon request of Lender, will deliver to Lender from time to time the policies or certificates
of insurance in form satisfactory to Lender, including stipulations that coverages will not be cancelled or
diminished without at least thirty (30) days prior written notice to Lender. Each insurance policy also shall
include an endorsement providing that coverage in favor of Lender will not be impaired in any way by any
act, omission or default of Grantor or any other person. The Real Property is or will be located in an area

bK IbU NV 14V UIUU461 IbU4
DEED OF TRUST
(Continued) Page 4
designated by the Director of the Federal Emergency Management Agency as a special flood hazard area.
Grantor agrees to obtain and maintain Federal Flood insurance, if available, for the full unpaid principal
balance of the loan and any prior liens on the property securing the loan, up to the maximum policy limits
set under the National Flood Insurance Program, or as otherwise required by Lender, and to maintain such
insurance for the term of the loan.
Application of Proceeds. Grantor shall promptly notify Lender of any loss or damage to the Property if the
estimated cost of repair or replacement exceeds $1,000.00. Lender may make proof of loss if Grantor fails
to do so within fifteen (15) days of the casualty. Whether or not Lender's security is impaired, Lender
may, at Lender's election, receive and retain the proceeds of any insurance and apply the proceeds to the
reduction of the Indebtedness, payment of any lien affecting the Property, or the restoration and repair of
the Property. If Lender elects to apply the proceeds to restoration and repair, Grantor shall repair or replace
the damaged or destroyed Improvements in a manner satisfactory to Lender. Lender shall, upon
satisfactory proof of such expenditure. pay or reimburse Grantor from the proceeds for the reasonable cost
of repair or restoration if Grantor is not in default under this Deed of Trust. Any proceeds which have not
been disbursed within 180 days after their receipt and which Lender has not committed to the repair or
restoration of the Property shall be used first to pay any amount owing to Lender under this Deed of Trust,
then to pay accrued interest, and the remainder, if any, shall be applied to the principal balance of the
Indebtedness. If Lender holds any proceeds after payment in full of the indebtedness, such proceeds shall
be paid to Grantor as Grantor's interests may appear.
Grantors Report on Insurance. Upon request of Lender, however not more than once a year, Grantor shall
furnish to Lender a report on each existing policy of insurance showing: (1) the name of the insurer, (2)
the risks insured: (3) the amount of the polity; (4) the property insured, she then current replacement
value of such property, and the manner of determining that value; and (5) the expiration date of the
policy. Grantor shall, upon request of Lender, have an independent appraiser satisfactory to Lender
determine the cash value replacement cost of the Property.
LENDER'S EXPENDITURES. If any action or proceeding is commenced that would materially affect Lender's
interest in the Property or if Grantor fails to comply with any provision of this Deed of Trust or any Related
Documents, including but not limited to Grantors failure to discharge or pay when due any amounts Grantor is
required to discharge or pay under this Deed of Trust or any Related Documents, Lender on Grantors behalf
may (but shall not be obligated to) take any action that Lender deems appropriate, including but not limited to
discharging or paying all taxes, liens, security interests, encumbrances and other claims, at any time levied or
placed on the Property and paying all costs for insuring, maintaining and preserving the Properly. All such
expenditures incurred or paid by Lender for such purposes will then bear interest at the rate charged under the
Note from the date incurred or paid by Lender to the date of repayment by Grantor. All such expenses will
become a part of the Indebtedness and, at Lender's option, will (A) be payable on demand; (B) be added to
the balance of the Note and be apportioned among and be payable with any installment payments to become
due during either (1) the term of any applicable insurance policy; or (2) the remaining term of the Note; or
(C) be treated as a balloon payment which will be due and payable at the Mote's maturity. The Deed of Trust
also will secure payment of these amounts. Such right shall be in addition to all other rights and remedies to
which Lender may be entitled upon Default.
WARRANTY; DEFENSE OF TITLE. The following provisions relating to ownership of the Property are a part of
this Deed of Trust:
Title. Grantor warrants that: (a) Grantor holds good and madietable title of record to the Property in fee
simple, free and clear of all liens and encumbrances other than those set forth in the Real Property
description or in any title insurance policy, title report, or final title opinion issued in favor of, and accepted
by, Lender in connection with this Deed of Trust, and (b) Grantor has the full right, power, and authority
to execute and deliver this Deed of Trust to Lender.
Defense of Title. Subject to the exception in the paragraph above, Grantor warrants and will forever
defend the title to the Property against the lawful claims of all persons. In the event any action or
proceeding is commenced that questions Grantors title or the interest of Trustee or Lender under this Deed
of Trust, Grantor shall defend the action at Grantor's expense. Grantor may be the nominal party in such
proceeding, but Lender shall be entitled to participate in the proceeding and to be represented in the
proceeding by counsel of Lenders own choice, and Grantor will deliver, or cause to be delivered, to Lender
such instruments as Lender may request from time to time to permit such participation.
Compliance With Laws. Grantor warrants that the Property and Grantors use of the Property complies
with all existing applicable laws, ordinances. and regulations of governmental authorities.
Survival of Representations and Warranties. All representations. warranties, and agreements made by
Grantor in this Deed of Trust shall survive the execution and delivery of this Deed of Trust, shall be
continuing in nature, and shall remain in full force and effect until such time as Borrowers Indebtedness
shall be paid in full.
CONDEMNATION. The following provisions relating to condemnation proceedings are a part of this Deed of
Trust:
Proceedings. If any proceeding in condemnation is filed, Grantor shall promptly notify Lender in writing,
and Grantor shall promptly take such steps as may be necessary to defend the action and obtain the
award. Grantor may be the nominal party in such proceeding, but Lender shag be entitled to participate in
the proceeding and to be represented in the proceeding by counsel of its own choice, and Grantor will

BK 750 PG 750 DUG#311684
DEED OF TRUST
(Continued) Page 5
deliver or cause to be delivered to lender such instruments and documentation as may be requested by
Lender from time to time to permit such participation.
Application of Net Proceeds. If all or any part of the Property is condemned by eminent domain
proceedings or by any proceeding or purchase in lieu of condemnation, Lender may at its election require
that all or any portion of the net proceeds of the award be applied to the Indebtedness or the repair or
restoration of the Property. The net proceeds of the award shall mean the award after payment of all
reasonable costs, expenses, and attorneys' fees incurred by Trustee or Lender in connection with the
condemnation.
IMPOSITION OF TAXES, FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES. The following provisions
relating to govemmental taxes, fees and charges are a part of this Deed of Trust:
Current Taxes, Fees and Charges. Upon request by Lender, Grantor shall execute such documents in
addition to this Deed of Trust and take whatever other action is requested by Lender to perfect and
continue Lender's lien on the steal Property. Grantor shalt reimburse tender for all taxes, as described
below, together with all expenses incurred in retarding, perfecting or continuing this Deed of Trust,
including without limitation all taxes, fees, documentary stamps, and other charges for recording or
registering this Deed of Trust.
Taxes. The following shall constitute taxes to which this section applies: (t) a specific tax upon this type
of Deed of Trust or upon all or any part of the Indebte-dness secured by this Deed of Trust; (2) a specific
tax on Borrower which Borrower is authorized or required to deduct from payments on the Indebtedness
secured by this type of Deed of Trust; (3) a tax on this type of Deed of Trust chargeable against the
Lender or the holder of the Note; and (4) a specific tax on all or any portion of the Indebtedness or on
payments of principal and interest made by Borrower.
Subsequent Taxes. If any tax to which this section applies is enacted subsequent to the date of this Deed
of Trust, this event shall have the same effect as an Event of Default, and Lender may exercise any or all of
its available remedies for an Event of Default as provided below unless Grantor either (1) pays the tax
before it becomes delinquent, or (2) contests the tax as provided above in the Taxes and Liens section
and deposits with Lender cash or a sufficient corporate surety bond or other security satisfactory to
Lender,
SECURITY AGREEMENT; FINANCING STATEMENTS. The following provisions relating to this Deed of Trust as
a security agreement are a part of this Deed of Trust:
Security Agreement_ This instrument shall constitute a Security Agreement to the extent any of the
Property constitutes fixtures, and Lender shall have ail of the rights of a secured party under the Uniform
Commercial Code as amended from time to time.
Security Interest. Upon request by Lender. Grantor shall take whatever action is requested by Lender to
perfect and continue Lender's security interest in the Rents and Personal Property. In addition to recording
this Deed of Trust in the real property records. Lender may, at any time and without further authorization
from Grantor, file executed counterparts, copies or reproductions of this Deed of Trust as a financing
statement. Grantor shall reimburse Lender for all expenses incurred in perfecting or continuing this security
interest. Upon default, Grantor shall not remove, sever or detach the Personal Property from the Property.
Upon default, Grantor shall assemble any Personal Property not affixed to the Property in a manner and at a
place reasonably convenient to Grantor and Lender and make it available to Lender within three (3) days
after receipt of written demand from Lender to the extent permitted by applicable law.
Addresses. The mailing addresses of Grantor (debtor) and tender (secured party) from which information
conceming the security interest granted by this Deed of Trust may be obtained (each as -required by the
Uniform Commercial Code) are as stated on the first page of this Deed of Trust.
FURTHER ASSURANCES; A7TORNEY4N-FACT. The following provisions relating to further assurances and
attorney -in -fact are a part of this Deed of Trust:
Further Assurances. At any time, and from time to time, upon request of Lender, Grantor will make,
execute and deliver, or will cause to be made, executed or delivered, to Lender or to Lender's designee, and
when requested by Lender, cause to be filed, recorded, refled, or rerecorded, as the case may be, at such
times and in such offices and places as Lender may deem appropriate, any and all such mortgages, deeds
of trust, security deeds, security agreements, financing statements, continuation statements, instruments
of further assurance, certificates, and other documents as may, in the sole opinion of Lender, be necessary
or desirable in order to effectuate. complete, perfect, continue, or preserve (1) Borrower's and Grantor's
obligations under the Note, this Deed of Trust, and the Related Documents. and (2) the liens and security
interests created by this Deed of Trust as first and prior liens on the Property, whether now owned or
hereafter acquired by Grantor. The lien of this Deed of Trust and the security interest granted hereby will
automatically attach, without further act, to all after -acquired property attached to and or used in the
operation of the Property or any part thereof. Unless prohibited by law or Lender agrees to the contrary in
writing, Grantor shall reimburse Lender for all costs and expenses incurred in connection with the matters
referred to in this paragraph.
Attomey4n-Fact If Grantor fails to do any of the things referred to in the preceding paragraph, Lender may
do so for and in the name of Grantor and at Grantor's expense. For such purposes, Grantor hereby
irrevocably appoints Lender as Grantor's attorney -in -fact for the purpose of making, executing, delivering,
filing, recording, and doing all other things as may be necessary or desirable, in Lender's sole opinion, to

BK 75U PU 751 L)OU #311684
DEED OF TRUST
(Continued) Page 6
accomplish the matters referred to in the preceding paragraph,
FULL PERFORMANCE- If Borrower and Grantor pay all the indebtedness when due, and Grantor otherwise
performs all the obligations imposed upon Grantor under this Deed of Trust. Lender shall execute and deliver to
Trustee a request for full reoonveyance and shall execute and deliver to Grantor suitable statements of
termination of any financing statement on file evidencing Lender's security interest in the Rents and the
Personal Property. Any reconveyance fee required by law shall be paid by Grantor, if permitted by applicable
law.
DEFAULT. Each of the following, at Lender's option, shall constitute an Event of Default under this Deed of
Trust:
Payment Default Borrower fails to make any payment when due under the Indebtedness.
Default on Other Payments. Failure of Grantor within the time required by this Deed of Trust to make any
payment for taxes or insurance. or any other payment necessary to prevent filing of or to effect discharge
of any lien.
Other Defaults. Borrower or Grantor fails to comply with or to perform any other term, obligation,
covenant or condition contained in this Deed of Trust or in any of the Related Documents or to comply with
or to perform any term, obligation, covenant or condition contained in any other agreement between Lender
and Borrower or Grantor.
Compliance Default Failure to comply with any other term, obligation, covenant or condition contained in
this Deed of Trust, the Note or in any of the Related Documents.
Default in Favor of Third Parties. Should Borrower or any Grantor default under any loan, extension of
credit, security agreement, purchase or sales agreement, or any other agreement, in favor of any other
creditor or person that may materially affect any of Borrower's or any Grantor's property or Borrower's
ability to repay the Indebtedness or Borrower's or Grantor's ability to perform their respective obligations
under this Deed of Trust or any of the Related Documents.
False Statements. Any warranty, representation or statement made or furnished to Lender by Borrower or
Grantor or on Borrower's or Grantor's behalf under this Deed of Trust or the Related Documents is false or
misleading in any material respect, either now or at the time made or furnished or becomes false or
misleading at any time thereafter.
Defective Collateralization. This Deed of Trust or any of the Related Documents ceases to be in full force
and effect (including failure of any collateral document to create a valid and perfected security interest or
lien) at any time and for any reason.
Insolvency. The dissolution or termination of Borrower's or Grantor's existence as a going business, the
insolvency of Borrower or Grantor, the appointment of a receiver for any part of Borrowers or Grantor's
property, any assignment for the benefit of creditors, any type of creditor workout, or the commencement
of any proceeding under any bankruptcy or insolvency laws by or against Borrower or Grantor.
Creditor or Forfeiture Proceedings. Commencement of foreclosure or forfeiture proceedings, whether by
judicial proceeding, self-help, repossession or any other method, by any creditor of Borrower or Grantor or
by any governmental agency against any property securing the Indebtedness. This includes a garnishment
of any of Borrower's or Grantor's accounts, including deposit accounts, with Lender. However, this Event
of Default shall not apply if there is a good faith dispute by Borrower or Grantor as to the validity or
reasonableness of the claim which is the basis of the creditor or forfeiture proceeding and if Borrower or
Grantor gives Lender written notice of the creditor or forfeiture proceeding and deposits with Lender
monies or a surety bond for the creditor or forfeiture proceeding, in an amount determined by Lender, in its
sole discretion, as being an adequate reserve or bond for the dispute.
Breach of Other Agreement. Any breach by Borrower or Grantor under the terms of any other agreement
between Borrower or Grantor and Lender that is not remedied within any grace period provided therein,
including without limitation any agreement concerning any indebtedness or other obligation of Borrower or
Grantor to Lender, whether existing now or later.
Events Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of
the Indebtedness or any Guarantor dies or becomes incompetent, or revokes or disputes the validity of, or
liability under, any Guaranty of the indebtedness.
Adverse Change. A material adverse change occurs in Borrower's or Grantor's financial condition, or
Lender believes the prospect of payment or performance of the indebtedness is impaired.
Insecurity. Lender in good faith believes itself insecure.
Right to Cure. If any default, other than a default in payment is curable and if Grantor has not been given a
notice of a breach of the same provision of this Deed of Trust within the preceding twelve (12) months, it
may be cured if Grantor, after Lender sends written notice to Borrower demanding cure of such default:
(1) cures the default within ten (10) days: or (2) if the cure requires more than ten (10) days,
immediately initiates steps which Lender deems in Lendefs sole discretion to be sufficient to cure the
default and thereafter continues and completes all reasonable and necessary steps sufficient to produce
compliance as soon as reasonably practical.
RIGHTS AND REMEDIES ON DEFAULT. If an Event of Default occurs under this Deed of Trust, at any time

t3K t 5U K3 l51 UUU #J 1 1 b64
DEED OF TRUST
(Continued)
Page 7
thereafter, Trustee or Lender may exercise any one or more of the following rights and remedies:
Election of Remedies. Election by Lender to pursue any remedy shall not exclude pursuit of any other
remedy, and an election to make expenditures or to take action to perform an obligation of Grantor under
this Deed of Trust, after Grantor's failure to perform, shall not affect Lender's right to declare a default and
exercise its remedies.
Accelerate Indebtedness. Lender shall have the right at its option without notice to Borrower or Grantor to
declare the entire Indebtedness immediately due and payable, including any prepayment penalty which
Borrower would be required to pay.
Express Power of Sale Provision, Upon the application or request of Lender, it shall be lawful for and the
duty of the Trustee, and the Trustee is hereby authorized and empowered, to expose to sale and to sell the
Property at public auction for cash, after having first complied with all applicable requirements of North
Carolina law with respect to the exercise of powers of sate contained in deeds of trust or such other sales
appropriate under the circumstances; and upon any such sale, the Trustee shall convey title to the
purchaser in fee simple. In the event of any sale under this Deed of Trust by virtue of the exercise of the
powers granted in this Deed of Trust, or pursuant to any order and any judicial proceeding or otherwise,
the Property may be sold as an entirety or in separate parcels and in such manner or order as Lender in its
sole discretion may elect. Trustee shall be authorized to hold a sale pursuant to North Carolina General
Statute Chapter 45. if Trustee so elects, Trustee may sell the Property covered by this Deed of Trust at
one or more separate sales in any manner permitted by applicable North Carolina law, and any exercise of
the powers granted in this Deed of Trust shall not extinguish or exhaust such powers, until the entire
Property is sold or the Indebtedness is paid in full. If such Indebtedness is now or hereafter further secured
by any chattel mortgages, pledges, contracts of guaranty, assignments of lease or other security
instruments, Lender may at its option exercise the remedies granted under any of the security agreements
either concurrently or independently and in such order as Lender may determine.
Foreclosure. With respect to all or any part of the Peal Property, the Trustee shall have the right to
foreclose by notice and sale, and Lender shall have the right to foreclose by judicial foreclosure, in either
case in accordance with and to the full extent provided by applicable taw.
UCC Remedies. With respect to all or any part of the Personal Property, Lender shall have an the rights and
remedies of a secured party under the Uniform Commercial Code.
Collect Rents. Lender shall have the right, without notice to Borrower or Grantor to take possession of and
manage the Property and collect the Rents, including amounts past due and unpaid, and apply the net
proceeds, over and above Lender's costs, against the Indebtedness. In furtherance of this right, Lender
may require any tenant or other user of the Property to make payments of rent or use fees directly to
Lender. If the Rents are collected by Lender, then Grantor irrevocably designates Lender as Grantor's
attomey-in-fact to endorse instruments received in payment thereof in the name of Grantor and to negotiate
the same and collect the proceeds. Payments by tenants or other users to Lender in response to Lenders
demand shall satisfy the obligations for which the payments are made, whether or not any proper grounds
for the demand existed. Lender may exercise its rights under this subparagraph either in person, by agent,
or through a receiver.
Appoint Receiver. Lender shall have the right to have a receiver appointed to take possession of all or any
part of the Property, with the power to protect and preserve the Property, to operate the Property
preceding foreclosure or sale, and to collect the Rents from the Property and apply the proceeds, over and
above the cost of the receivership, against the Indebtedness. The receiver may serve without bond if
permitted by law. Lender's right to the appointment of a receiver shall exist whether or not the apparent
value of the Property exceeds the indebtedness by a substantial amount. Employment by Lender shall not
disqualify a person from serving as a receiver_
Tenancy at Sufferance. If Grantor remains in possession of the Property after the Property is sold as
provided above or Lender otherwise becomes entitled to possession of the Property upon default of
Borrower or Grantor. Grantor shall become a tenant at sufferance of Lender or the purchaser of the
Property and shall, at Lenders option, either (1) pay a reasonable rental for the use of the Property, or
(2) vacate the Property immediately upon the demand of Lender.
Other Remedies. Trustee or Lender shall have any other right or remedy provided in this Deed of Trust or
the Note or available at law or in equity.
Notice of Sale. Lender shall give Grantor reasonable notice of the time and place of any public sale of the
Personal Property or of the time after which any private sale or other intended disposition of the Personal
Property is to be made. Reasonable notice shall mean notice given at least ten (10) days before the time of
the sale or disposition. Any sale of the Personal Property may be made in conjunction with any sale of the
Real Property.
Sale of the Property. To the extent permitted by applicable law, Borrower and Grantor hereby waives any
and all rights to have the Property marshalled. In exercising its rights and remedies, the Trustee or Lender
shall be free to sell all or any part of the Property together or separately, in one sale or by separate sales.
Lender shall be entitled to bid at any public sale on all or any portion of the Property.
Attorneys' Fees; Expenses. If Lender institutes any suit or action to enforce any of the terms of this Deed
of Trust, Lender shalt be entitled to recover such sum as the court may adjudge reasonable as attorneys'
fees at trial and upon any appeal. Whether or not any court action is involved, and to the extent not

13K 750 PU 753 DOG##311664
DEED OF TRUST
(Continued) Page 8
prohibited by law, all reasonable expenses Lender incurs that in Lenders opinion are necessary at any time
for the protection of its interest or the enforcement of its rights shall become a part of the Indebtedness
payable on demand and shall bear interest at the Note rate from the date of the expenditure until repaid.
Expenses covered by this paragraph include, without limitation, however subject to any limits under
applicable law. Lenders reasonable attorneys' fees and Lenders legal expenses, whether or not there is a
lawsuit, including reasonable attorneys' fees and expenses for bankruptcy proceedings (including efforts to
modify or vacate any automatic stay or injunction), appeals, and any anticipated post -judgment collection
services, the cost of searching records, obtaining title reports (including foreclosure reports), surveyors'
reports, and appraisal fees. title insurance, and fees for the Trustee, to the extent permitted by applicable
law_ Grantor also will pay any court costs, in addition to all other sums provided by law.
Rights of Trustee. Trustee shall have all of the rights and duties of Lender as set forth in this section.
POWERS AND OBLIGATIONS OF TRUSTEE. The following provisions relating to the powers and obligations of
Trustee are part of this Deed of Trust:
Powers of trustee. In addition to all powers of Trustee arising as a matter of law. Trustee shall have the
power to take the following actions with respect to the Property upon the written request of Lender and
Grantor (a) join in preparing and filing a map or plat of the Real Property, including the dedication of
streets or other rights to the public: (b) join in granting any easement or creating any restriction on the
Real Property; and (c) join in any subordination or other agreement affecting this Deed of Trust or the
interest of tender under this Deed of Trust.
Trustee. Trustee shall meet all qualifications required for Trustee under applicable law. In addition to the
rights and remedies set forth above, with respect to all or any part of the Property, the Trustee shall have
,he right to foreclose by notice and sale, and Lender shall have the right to foreclose by judicial foreclosure,
in either rase in accordance with and to the full extent provided by applicable law.
Trustee's Fees. The Trustee's commission shall be five percent (5%) of the gross proceeds of the sale for
a completed foreclosure. In the event foreclosure is commenced, but not completed, Grantor shall pay all
expenses incurred by Trustee and partial commission computed on five percent (50A) of the outstanding
Indebtedness, according to the following schedule: one-fourth of the commission before Trustee issues a
notice of hearing on the right to foreclosure; one-half of the commission after issuance of notice of hearing;
three -fourths of the commission after a hearing; and the full commission after the initial sale_
Express Power to Substitute a Trustee. Lender shall have the irrevocable right to remove at any time and
from time to time without limit the Trustee named in this Deed of Trust without notice or cause and to
appoint a successor by an instrument in writing, duly acknowledged, in such a form as to entitle such
written instrument to be recorded in the State of North Carolina; and, in the event of the death or
resignation of the Trustee named in this Deed of Trust, Lender shall have the right to appoint a successor
by such written instrument, and any Trustee so appointed shall be vested with the title to the Property, and
shall possess all the powers, duties and obligations herein conferred on the Trustee in the same manner
and to the same extent as though the successor trustee were named in this Deed of Trust as Trustee.
NOTICES. Any notice required to be given under this Deed of Trust, including without limitation any notice of
default and any notice of sale shall be given in writing, and shall be effective when actually delivered, when
actually received by telefacsimile (unless otherwise required by law), when deposited with a nationally
recognized overnight courier, or, if mailed, when deposited in the United States mail, as first class, certified or
registered mail postage prepaid, directed to the addresses shown near the beginning of this Deed of Trust.
Any party may change its address for notices under this Deed of Trust by giving formal written notice to the
other parties, specifying that the purpose of the notice is to change the party's address. For notice purposes,
Grantor agrees to keep Lender informed at all times of Grantors current address. Unless otherwise provided or
required by law, if there is more than one Grantor, any notice given by Lender to any Grantor is deemed to be
notice given to all Grantors.
SUBSEQUENT APPRAISAL FEES. The Bank reserves the right to commission a new or updated appraisal(s) of
any or all of the collateral property if; 1) the Bank deems itself insecure for any reason, 2) the Borrower or
Grantor has requested a renewal, modification or renegotiation of the terms contained in any of the loan
documents or 3) a new or updated appraisal(s) is (are) deemed necessary by the Bank under the provisions of
FIRREA. The Borrower agrees to reimburse the Bank immediately for the full cost associated with any new or
updated appraisal(s) upon presentation to the Borrower by the Bank of an invoice from a licensed real estate
appraiser for such report(s). Should the Borrower not reimburse the Bank immediately for the aforementioned
cost, the Banat reserves the right to add the cost of the appraisal(s) to the principal balance of the Borrowers
loan and such advance shall be considered secured by the Deed of Trust.
IMPORTANT FLOOD NOTICE. Notwithstanding the provision related to maintenance of flood insurance, if
Federal Flood Insurance is not available through the National Flood Insurance Program, Grantor agrees to obtain
and maintain flood insurance from a private insurer as required by tender for the term of the loan. Unless
otherwise agreed to by Lender, the maximum deductible permitted will be 55,000.00.
LIEN RELEASE FEE. In addition to all other charges, Borrower agrees, to the extent not prohibited by law, to
pay all governmental and Lenders fees for release of Lenders security interests in collateral securing this loan.
Borrower will pay these fees at the time the lien or liens are released.
MISCELLANEOUS PROVISIONS. The following miscellaneous provisions are a part of this Deed of Trust:
Amendments. This Deed of Trust, together with any Related Documents, constitutes the entire

BK 750 PG 754 DOG#311684
DEED OF TRUST
(Continued) Page 9
understanding and agreement of the parties as to the matters set forth in this Deed of Trust. No alteration
of or amendment to this Deed of Trust shall be effective unless given in writing and signed by the party or
parties sought to be charged or bound by the alteration or amendment.
Annual Reports. If the Property is used for purposes other than Grantor's residence, Grantor shall furnish
to Lender, upon request, a certified statement of net operating income received from the Property during
Grantor's previous fiscal year in such form and detail as Lender shall require. "Net operating income" shall
mean all cash receipts from the Property less all cash expenditures made in connection with the operation
of the Property.
Caption Headings. Caption headings in this Deed of Trust are for convenience purposes only and are not to
be used to interpret or define the provisions of this Deed of Trust.
Merger. There shall be no merger of the interest or estate created by this Deed of Trust with any other
interest or estate in the Property at any time held by or for the benefit of Lender in any capacity, without
the written consent of Lender.
Governing Law. This Deed of Trust will be governed by federal law applicable to Lender and, to the extent
not preempted by federal taw, the laws of the State of North Carolina without regard to its conflicts of law
provisions. This Deed of Trost has been accepted by Lender in the State of North Carolina.
Joint and Several Liability. All obligations of Borrower and Grantor under this Deed of Trust shall be joint
and several, and all references to Grantor shall mean each and every Grantor, and all references to
Borrower shall mean each and every Borrower. This means that each Grantor signing below is responsible
for all obligations in this Deed of Trust. Where any one or more of the parties is a corporation, partnership,
limited liability company or similar entity, it is not necessary for under to inquire into the powers of any of
the officers, directors, partners, members, or other agents acting or purporting to act on the entity's behalf,
and any obligations made or created in reliance upon the professed exercise of such powers shall be
guaranteed under this Deed of Trust.
No Waiver by Lender. Lender shall not be deemed to have waived any rights under this Deed of 'crust
unless such waiver is given in writing and signed by Lender. No delay or omission on the part of Lender in
exercising any right shall operate as a waiver of such right or any other right. A waiver by Lender of a
provision of this Deed of Trust shall not prejudice or constitute a waiver of Lender's right otherwise to
demand strict compliance with that provision or any other provision of this Deed of Trust. No prior waiver
by Lender, nor any course of dealing between Lender and Grantor, shall constitute a waiver of any of
Lender's rights or of any of Grantor's obligations as to any future transactions. Whenever the consent of
Lender is required under this Deed of Trust. the granting of such consent by Lender in any instance shall
not constitute continuing consent to subsequent instances where such consent is required and in all cases
such consent may be granted or withheld in the sole discretion of Lender.
Severability. If a court of competent jurisdiction finds any provision of this Deed of Trust to be illegal,
invalid, or unenforceable as to any circumstance. that finding shall not make the offending provision illegal,
invalid, or unenforceable as to any other circumstance. If feasible, the offending provision shall be
considered modified so that it becomes legal, valid and enforceable. If the offending provision cannot be so
modified, it shall be considered deleted from this Deed of Trust. Unless otherwise required by law, the
illegality, invalidity, or unenforceability of any provision of this Deed of Trust shall not affect the legality,
validity or enforceability of any other provision of this Deed of Trust.
Successors and Assigns. Subject to any limitations stated in this Deed of Trust on transfer of Grantor's
interest, this Deed of Trust shall be binding upon and inure to the benefit of the parties, their successors
and assigns. If ownership of the Properly becomes vested in a person other than Grantor, Lender, without
notice to Grantor, may deal with Grantor's successors with reference to this Deed of Trust and the
Indebtedness by way of forbearance or extension without releasing Grantor from the obligations Of this
Deed of Trust or liability under the indebtedness.
Time is of the Essence. Time is of the essence in the performance of this Deed of Trust.
DEFINITIONS. The following capitalized words and terms shalt have the following meanings when used in this
Deed of Trust. Unless specifically stated to the contrary, all references to dollar amounts shall mean amounts
in lawful money of the United States of America. Words and terms used in the singular shall include the plural,
and the plural shall include the singular, as the context may require. Words and terms not otherwise defined in
this Deed of Trust shall have the meanings attributed to such terms in the Uniform Commercial Code:
Beneficiary. The word "Beneficiary` means The Bank of Hampton Roads, and its successors and assigns.
Borrower. The word "Borrower" means Balaji Soundararajan and includes all co-signers and co -makers
signing the Mote and all their successors and assigns.
Deed of Trust. The words "Deed of Trust" mean this Deed of Trust among Grantor, Lender, and Trustee,
and includes without limitation all assignment and security interest provisions relating to the Personal
Property and Rents.
Default. The word "Default" means the Default set forth in this Deed of Trust in the section titled
"Default".
Environmental Laws, The words 'Environmental Laws" mean any and all state, federal and local statutes,
regulations and ordinances relating to the protection of human health or the environment, including without

E3K 750 NU 755 UUU#311664
DEED OF TRUST
(Continued) Page 10
limitation the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, .as
amended, 42 U.S.C. Section 9601, et seq. ("CERCLA"), the Superfund Amendments and Reautharization
Act of 1986. Pub, L. No. 99-499 ("SARA"), the Hazardous Materials Transportation Act, 49 U.S.C.
Section 1801. et seq., the Resource Conservation and Recovery Act, 42 U.S.C. Section 6901, et seq., or
other applicable state or federal laws, rules, or regulations adopted pursuant thereto.
Event of Default. The words "Event of Default" mean any of the events of default set forth in this Deed of
Trust in the default section of this Deed of Trust.
Grantor. The word "Grantor" means DUMP AND CASH, INC..
Guarantor. The word "Guarantor" means any guarantor, surety, or accommodation party of any or all of
the Indebtedness.
Guaranty. The word "Guaranty" means the guaranry from Guarantor to Lender, including without limitation
a guaranty of all or part of the Note.
Hazardous Substances. The words "Hazardous Substances' mean materials that, because of their
quantity, concentration or physical, chemical or infectious characteristics, may cause or pose a present or
potential hazard to human health or the environment when improperly used, treated, stored, disposed of,
generated, manufactured, transported or otherwise handled. The words "Hazardous Substances' are used
in their very broadest sense and include without [imitation any and all hazardous or toxic substances,
materials or waste as defined by or listed under the Environmental Laws. The term "Hazardous
Substances' also includes, without liimitation, petroleum and petroleum by-products or any fraction thereof
and asbestos.
Improvements. The word "Improvements" means all existing and future improvements, buildings,
structures, mobile homes affixed on the Real Property, facilities, additions, replacements and other
construction on the Real Property.
Indebtedness. The word "Indebtedness' means all principal, interest, and other amounts, costs and
expenses payable under the Note or Related Documents, together with all renewals of, extensions of,
modifications of, consolidations of and substitutions for the Note or Related Documents and any amounts
expended or advanced by Lender to discharge Grantors obligations or expenses incurred by Trustee or
Lender to enforce Grantor's obligations under this Deed of Trust, together with interest on such amounts
as provided in this Deed of Trust.
Lender. The word "Lender' means The Bank of Hampton Roads. its successors and assigns.
Note. The word "Note" means the promissory note dated January 28, 2013, in the original principal
amount of $326,250.00 from Borrower to Lender, together with all renewals of, extensions of,
modifications of, refinancings of, consolidations of, and substitutions for the promissory note or agreement.
The maturity date of the Note is January 28, 2018.
Personal Property. The words "Personal Property" mean all equipment, fixtures, and other articles of
personal property now or hereafter owned by Grantor, and now or hereafter attached or affixed to the Real
Property; together with all accessions, parts, and additions to, all replacements of, and all substitutions for,
any of such property; and together with all proceeds (including without limitation all insurance proceeds
and refunds of premiums) from any sate or other disposition of the Property,
Property. The word "Property" means collectively the Real Property and the Personal Property_
Real Property. The words "Real Property" mean the real property, interests and rights, as further described
in this Deed of Trust.
Related Documents. The words 'Related Documents" mean all promissory notes, credit agreements, loan
agreements, environmental agreements, guaranties, security agreements, mortgages, deeds of trust,
security deeds, collateral mortgages, and all other instruments, agreements and documents, whether now
or hereafter existing, executed in connection with the Indebtedness.
Rents. The word *Rents' means all present and future rents, revenues, income, issues, royalties, profits,
and other benefits derived from the Property.
Trustee. The word "Trustee" means GBTC, INC., whose address is P.O. Box 1908, Elizabeth City, NC
27906-1908 and any substitute or successor trustees.

BK 750 PG 756 DOG#311684
DEED OF TRUST
(Continued) Page 11
GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST, AND
GRANTOR AGREES TO ITS TERMS.
GRANTOR:
DUMP AND CASH, IfNC
By:
Balaii Soundararajan, DirectorlPresident of DUMP AND CASH,
INC.
By: I
Vanitha Balaji Prasad, DirectorlSecretary of DUMP AND CASH,
INC.
CORPORATE ACKNOWLEDGMENT
STATE OF �0 r- -14 1 U L�►'l }
,t )SS
COUNTY OF Zl�-T �� }
I.{rI��S f-��7�✓� �.1 a Notary Public for said Gaunly and Slate_ do
hereby certify that Balaji Soundararajan, DirectorlPresident of DUMP AND CASH, INC. and Vanitha Balaji
Prasad, Director/Secretary of DUMP AND CASH, INC. personally came before me this day and acknoWledged
that they are DirectorlPresi dent of DUMP AND CASH, INC. and DirectorlSecretary of DUMP AND CASH, INC.,
a corporation, and that they, as Director/President of DUMP AND CASH, INC. and DirectorlSecretary of DUMP
AND CASH, INC. being authorized to do so executed the foregoing on behalf of the corporation.
Witness my hand and Notarial Seat this 0
My Commission Expires:
k
( Affix Notarial Seal Here )
LASER PRO Lending, Ver. 12.4.0.003 Copr. Harland Financial Solutions. Inc. 1997, 2013. All Rights
Reserved. - NC I:%CFILPWINtCFftLPL1G0l.FC TR-24749 PR-CE

f3K lbU FU I5( UUUM311NA
EXHIBIT A
That certain lot or parcel of land located on the Southwest side of US Highway 13 South of the Town of
Ahoskie, in Ahoskie Township, Hertford County, North Carolina, and being more particularly shown
and delineated on a plat of survey entitled "SUBDIVISION PLAT FOR R.A. NEWSOME, JR. AND
WIFE JANE E. NEWSOME" prepared by True line Surveying, P.C., dated August 7, 2012, and being
recorded on August 28, 2012 in Book 1, Page 197D in the office of the Register of Deeds of Hertford
County, North Carolina, whereon the subject property is identified as TRACT I and contains 30.461
acres according to said plat, and being bound on the Northeast by the public right of way of US
Highway 13; bound on the East and Southeast by property of Robert Glenn Cooke, Jr.; bound on the
Southwest by Tract 2 as shown on the referenced plat; and bound on the Northwest by property of A. T.
Byrum, Jr. and Raymond W. Magette, Jr., and being a recombination of the property identified in 2012
the Land Records Office of Hertford County of PIN 6901-27-7035, 6901-26-6637 and a portion of PIN
6901-26-1027, subject to the retained non-exclusive right of way easement along that area delineated
"30' ACCESS EASEMENT" along the Southeastern boundary from the public right of way of US
Highway 13 to TRACT 2 as shaven on the referenced plat, for the benefit of TRACT 2.

APPENDIX F
NOTIFICATION OF JURISDICTIONAL DETERMINATION
US ARMY CORPS OF ENGINEERS (AUGUST 26, 2014)

U.S. ARMY CORPS OF ENGINEERS
WIL_-Ni II TGTON DISTRICT
Action Id. SAW-2014-01026 County: Hertford U.S.G.S. Quad: NC-POWELLSVILLE
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Milestone Metals
Balaii Soundaraian
Address: 2346 US Highway 13 South
Ahoskie, NC, 27910
Telephone Number: (252) 3374433
Size (acres) 35.8 Nearest Town Ahoskie
Nearest Waterway Ahoskie Creek River Basin Chowan. North Carolina, Virginia.
USGS I-lUC 3010203 Coordinates Latitude: 36.249761
Longitude:-76.958031
Location description: The property is located at 2346 US Highwav 13 South in the town of Ahoskie in Hertford
County, North Carolina.
Indicate Which of the_Followinz Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property Inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, thus determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 8/26/20I4. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the US., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CA-7 IA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Kyle Barnes at 910-251-4584 or
Kyle.W.BarnesnDusace.army.mi1.
C. Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland
Delineation Manual and is part of a broad continuum of wetlands connected to Ahoskie Creek which is a tributary
of the Chowan River a TNW.
D. Remarks: There are annroximately 14 acres of uplands that were identified on the property.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request, The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn. Jason Steele, Review Officer
60 Forsyth Street SW, Room IOM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by October 25, 201.4.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. * *
Corps Regulatory Official:
Date: AulZust 26, 2014 Expiration Date: August 26 2019
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://regulatoiy.usacesurvey.com/.
Copy furnished:
Scott Ball, Geological Resources, Inc.
3502 Hayes Road
Monroe, North Carolina 28110

Applicant: Milestone Metals I File Number: SAW-2,014-01026 I Date: August 26, 2014 I
Balaii Soundarainn
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission) A
PROFFERED PERMIT(Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED JIJRTSDICTIONIAL DETERMWATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTI�NI The foTlow�ingide tries your rlghtsand options regarding an admin2stritve appeal,bfhe above decision ;
Addttibita! information ma to fo nd at http //ww.w usace army trail/MssionS/CibtlWorkslRegulator PrograrnandPerm�ts:aspx or
:Coy s ,re' ulat�ons at;33;g�arE 31 ,t w?4 ,T y_.
,
r
3, - -
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final.
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section H of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you-%A'ill
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may. (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B •below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D. APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD, The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
`er+
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r `-0- r �Ii"rF le _ Yi: } '..: +y �f4,.. ...1`_ ti�--, d r ].•r'y"s `�' g �•;
ECTIONRE.,rTEST FOR APPEL�or OBTEGTIQNS, TO'ANNI'I IAL'OFEREI?PE 21•h
,. ✓ xF• .
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
°1501NT OF COTA'CT FbR i7)=5. I9.4R`INEORNIAT)QN r lw.-�i• Itr. �.1.,..t,>;.. .i ,?r.s1+c�f, :?Ei
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Kyle Barnes
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 1 OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any goverrunent
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
For Permit denials, Proffered Permits and -approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10A115, Atlanta, Georgia 30303-8801
Phone: [phone]

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Ahoskie, NC 2791D
029481
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Main Street
Ahoskie, NC 27910
60-21J530
12/12/2015
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