NC0089079_Rescission_20231102

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
July 6, 2015
Mr. John R. Townson
Environmental Management Director
PSC Box 20005
Camp Lejeune, NC 28542-0005
Laserfiche
Subject: Rescission of NPDES Permit NCO089061
Borrow Pits 2 & 3
Rescission of NPDES Permit NCO089079
Borrow Pit 10
Onslow County
Dear Mr. Townson:
The Division has reviewed your permit rescission requests received on
June 30, 2015. The Division has no objection to your request. Therefore,
NPDES permits NCO089061 and NCO089079 are rescinded, effective immediately.
If in the future your organization wishes to discharge wastewater to
the State's surface waters, it must first apply for and receive a new
NPDES permit.
If you have any questions concerning this matter, please contact Charles H.
Weaver at [phone] or via e-mail [[e-mail]].
S,
cp rely,
/1,
Jay immerman, Director
�rDivision of Water Resources
cc: Central Files
Wilmington Regional Office / Jim Gregson
NPDES Unit
Teresa Revis / Budget
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: www.ncwaterquality.org
An Equal Opportunity/Affirmative Action Employer - 501/o Recycled/101/6 Post Consumer Paper

I
Weaver, Charles
From: Bowden, Kevin
Sent: Tuesday, June 30, 2015 2:48 PM
To: Weaver, Charles; Chernikov, Sergei
Subject: permit rescission requests for NC0089061 and NC0089079 - Borrow Pits - Camp
Lejeune
Attachments: BORROW_PITS_2_3_10_RESCISSION_PKG.pdf
Charles and Sergei,
Not sure who is supposed to receive this, but Page 2 of the attachment contains the rescission request for both permits,
along with additional information. For some reason, the request was addressed to Nathaniel. WIRO concurs with
permit rescission.
Thanks. kevin
Kevin Bowden
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
(phone) 919.807.6397, (fax) 919.807.6494, (e-mail)
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content
is exempt by statute or other regulation.
1

Official Document Inventory Jan 12015 to present - Lbrrow Pits 2, 3, and 10 Permit Resc... Page 1 of 1
21391
Correspondence
Borrow Pits 2, 3, and 10 Permit Rescission NCO089061 NCO089079
5/29/2015
Outgoing
Final
MCBCL/EMD
5090,20.1 Water Quality
NCO089079 NCO089061 Borrow Pit
Bldg 12/Rm 236
Bookcase iv 6 /1S
EQ Lowder Cant Woodall Townson
Ce?Rd
Lejeune Working Files - 5090_20.1 Water Quality - Borrow—Pits-2-3-10
Official Document Inventory Jan 1 2015 to Present ►
Official Document Inventory Jan 1 2015 to present:
Borrow Pits 2, 3, and 10 Permit Rescission NCO089061
NCO089079
ID#
Document Type
Document Title
Date Received/Created
Date Signed
Mail Status
Document Status
Author
Program
Keywords
Building/Room #
Storage
Route
Mailing Instructions
Comments
Working File Link
Director Comments
Permament Yes
Attachments Enclosure _i_NCO089061_Cover _Page.pdf
Enclosure_2_NC0089079_Cover_Page.pdf
Enclosure_3_NPDES_Insp_Rpt_NC0089061.pdf
Enclosure _4_N PDES_Insp_Rpt_NC0089079. pdf
Created at 5/29/2015 9:40 AM by Acosta CIV Lauren D
Last modified at 5/29/2015 9:40 AM by Acosta CIV Lauren D
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a
UNITED STATES MARINE CORPS
MARINE CORPS INSTALLATIONS EAST -MARINE CORPS BASE
PSC BOX 20005
• �� CAMP LfiJEUNE NC 28542-0005
5090.20
BEMD
JUN 0 3 2015
Mr, Nathaniel Thornburg
North Carolina Department of Environment
And Natural Resources
Division of Water Resources
Water Quality Permitting Section-NPDES
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Mr. Thornburg:
Marine Corps Installations East -Marine Corps Base Camp Lejeune
(MCIEAST-MCB CAMLEJ) was issued two National Pollutant Discharge
Elimination System (NPDES) individual permits associated with wet
mining/dewatering for borrow pits 2 and 3, permit number NC0089061,
and borrow pit 10, permit number NCO089079 on 23 June 2011 and 27
April 2011 respectively. Enclosures (1) and (2) contain the cover
page for each permit. MCIEAST-MCB CAMLEJ requests permit rescissions
for both of the aforementioned NPDES permits.
All site work within each of these borrow pits is complete,
Ms. Joanne Steenhuis, with the Division of Water Resources (DWR)
Wilmington Regional Office (WRO), conducted an inspection of borrow
pits 2, 3, and 10 on 27 May 2015. All borrow pits were considered to
be in compliance. Copies of these inspection reports are included as
Enclosures (3) and (4).
If you have any questions or need any clarification on the
information provided, contact Lauren Acosta, Environmental Quality
Branch, Environmental Management Division, G-F, at [phone].
Enclosure(s): 1. Permit N00089061
2. Permit NCO089079
3. NPDES Compliance
Pits 2 & 3
4. NPDES Compliance
Pit 10
Sincerely,
OI, R . TOWNSON
Director, Environmental Management
By direction of
the Commanding General
Cover Page
Cover Page
Inspection Report for Borrow
Inspection Report for Borrow

�iffl
CDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 28, 2015
Mr. Neal Paul, Deputy Public Works Officer
Public Works Division
MCB, Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28542
Subject: NPDES Compliance Inspection Report
Borrow Pits 2 & 3
Brewster Boulevard, MCB Camp Lejeune
NPDES Individual Permit No. NCO089061
Dear Mr. Paul;
Donald R. van der Vaart
Secretary
A site inspection was conducted for Borrow Pits 2 & 3 located off Brewster Boulevard in Camp Lejeune. 1
conducted the inspection on May 27, 2015 and met with Mike Taylor from EMD. The Division of Water
Resources (Division) appreciates the assistance and information provided by Mike Taylor and information
provided by Carl Owen during the inspection procedure.
Borrow pits 2 & 3 are covered under an NPDES Individual Permit NC 0089061 for discharges of wastewater
associated with wet mining/dewatering. it is my understanding that during the mining of pit 3, there was
no discharge to Northeast Creek. It is also my understanding that the pit Is now reclaimed (although you
still will have to officially close it out with the Division of Energy, Mining and Land Resources). Pit 2 was
never excavated and it is my understanding that the MCB Camp Lejeune will not be using this site for
borrow.
I have enclosed a copy of the Inspection details. At this time, you are considered to be in compliance and
the Wilmington Regional Office recommends and supports Camp Lejeune requesting a rescission of the
NPDES Permit NCO089061. if you have any questions concerning this correspondence, please do not
hesitate to contact me at 910.796.7306. 1 will be glad to assist you. I have also enclosed a copy of the
Inspection report.
Sincerely
Joanne Steenhuis
Senior Envlronmental Specialist
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Enclosure: inspection report
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.ncdenr,Kov
An Equat Oppodunity 1 AfkmaM Action Employer -►lade In W by recy W paper
Enclosure (3)

United Stales Envvonmentel Protection Agency
Form Approved.
EPA Washington' D.C. 20W
OMB No. 2040.0057
Water Compliance Inspection Report
Approval expires8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPOES yr/mo/day Inspection Type Inspector Fao Type
1 IN 1 2 16 1 3 1 N00089061 Ill 12 16105/28 17
18 I r f 191 S I 201 I
211
I I I I I I I I I I I I I I I l l I_
] �g
I I i I l l l I f I I I l Ig6
Inspection Work Days Fadtily Self-Monlloring Evaluation Rating at QA
---•— -•--•—Reserved• »-- ••-
67 70 I, I 71 u 72 Il—I N j
LJ
73 j 74 75 1 80
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also Include
Entry TlmalDalo
Permit Effective Date
POTW name and NPDES permit Number)
09:10AM 15/05/28
11/08101
MCB Camp Le)eune Borrow Pits 2 and 3
Brewster Blvd
Exil Time/Date
permit Expiration Dale
Camp Leleune NC 28642
09:35AM 16/05/28
1e/07/31
Name(s) of Onsits Roprosentativa(splies(s)/Phone and Fax Numbers)
Other Facility Data
11l
Name, Address of Responsible OIIIdaUTille/Phone and Fax Number
Contacted
Neat Paul,1005 Michael Rd Camp Le)eune NC 285472621/Deputy Public Works
No
Officer1910.451.2212/
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
® Permit M Facility Site Review
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of speclor(e) Agency/Ofike/Phone and Fax Numbers
Dale
Joanne H Steenhule C /" ' - 1M RO MY
1
Signature of Management Reviewer Agency/OfficafPhone and Fax Numbers
Dale
James Gregson V� WIRO WQ///
O S
EPA Form 3560-3 (Rev 94) Prev4s editions are obsolete.
Page#
Enclosure (3)

a
Pen"IL N0008t+081 Owner • Faclllty: MCB Camp lejeune Borrow Pits 2 and 3
Inspeotion Otto: 05/28/2015 Inspection Typo: CompSanee EVOJOOn
Perm]
Yes No NA NE
(If the present permit expires In 6 months or less). Has the permittee submitted a new
❑
❑
M
❑
application?
Is the facility as described In the permit?
N
❑
❑
❑
# Are there any special conditions for the permit?
❑
■
❑
❑
Is access to the plant site restricted to the general public?
❑
C]
0
❑
Is the Inspector granted access to all areas for Inspection?
❑
❑
Cl
Comment: The sites are borrow pits and site 2 was gartlallY cleared, byl the pit
was not excavated.
Page# 3
Enclosure (3)

NCD`ER
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 28, 2015
Mr. Neal Paul, Deputy Public Works Officer
Public Works Division
MCB Camp Lejeune
1005 Michael Road
Camp Lejeune, NC 28542
Subject: NPDES, Compliance inspection Report
Borrow Pit 10
Bougainville Dr, MCB Camp Lejeune
NPDES Individual Permit No. NCO089079
Dear Mr. Paul;
Donald R. van der Vaart
Secretary
A site inspection was conducted for Borrow Pit 10 located off Bougainville Drive in Camp Lejeune. I
conducted the inspection on May 27, 2015 and met on site with Mike Taylor from EMD and Carl Owen from
ROICC. The Division of Water Resources (Division) appreciates the assistance and information provided by
both Mike Taylor and Carl Owen during the Inspection procedure.
The borrow pit is covered under an NPDES Individual Permit NC 0089079 for discharges of wastewater
associated with wet mining/dewatering. It Is my understanding that during the mining of the pit, there was
no discharge to Northeast Creek. It Is also my understanding that the pit Is now reclaimed (although you
still will have to officially close it out with the Division of Energy, Mining and Land Resources).
I have enclosed a copy of the Inspection details. At this time, you are considered to be In compliance and
the Wilmington Regional Office recommends and supports Camp Lejeune requesting a rescission of the
NPDES Permit NC0089079. If you have any questions concerning this correspondence, please do not
hesitate to contact me at 910.796.7306. 1 will be glad to assist you. I have also enclosed a copy of the
inspection report.
Sin ely
oanne Steenhuls
Senior Environmental Specialist
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
Enclosure: inspection report
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.ncdenr.aov
M Equal OpporD ty 1 AtnrmaM Action Employer - Made h port by m*W paper
Enclosure (4)

N
Scardina, Maureen
Subject: NC0089079 & NC0089061 Borrow Pits Reporting
-----Original Message -----
From: Hunkele, Dean
Sent: Tuesday, January 03, 2012 9:01 AM
To: Weaver, Charles; Scardina, Maureen
Cc: steven.whited(@usmc.mil
Subject: FW: NC0O89079 & NC0O89061 Borrow Pits Reporting
Please see their request -- contact them with any questions or concerns. Thanks
Dean Hunkele, Senior Environmental Specialist Wilmington Regional Office
-----Original Message -----
From: Whited CIV Steven J rmailto:steven.whitedousmc.mill
Sent: Thursday, December 29, 2011 10:14 AM
To: Hunkele, Dean
Subject: FW: NCO089079 & NC0O89061 Borrow Pits Reporting
Dean,
Good morning. I hope you had a good Christmas. Please see the information below regarding
the subject borrow pits at MCB, Camp Lejeune. We would like to suspend reporting until we
get a better idea on when the dewatering/discharge operation will begin at these pits.
Please advise.
v/r
Steven
-----Original Message -----
From: Sleeper, Lonny A LTJG NAVFAC, OICC MCI East fmailto:lonny.sleeper(@navy.mill
Sent: Monday, December 19, 2011 9:40 AM
To: Whited CIV Steven J
Cc: Raper CIV Patricia H; Bulfer CIV Orathai; Sylvester CIV Emily M; Blair, Joseph; Wright,
Hubert D CIV NAVFAC MIDLANT, IPTNC; Hartman, Thomas M CIV NAVFAC, OICC MCI East
Subject: NC0089O79 & NC0O89061 Borrow Pits Reporting
Steve,
The Borrow Areas for the New Base Entry Road being utilized (Borrow Area 3 and 10) are
currently not dewatering and managing the water by pumping to cells within the existing pits.
Also, Pit 2 is not open at the present time.
When I spoke with Mr. Dean Hunkele a couple of weeks ago he recommended that a request for
the monitoring to be suspended until a date when operations will begin be submitted to them.
As of today the contractor has developed a plan which is not requiring any dewatering and
with no definite date when the reporting for the dewatering will need to be initiated.
Can an official request be made to suspend reporting until 30 days after the request for
authorization to construct is requested?
For Borrow Area 2 we need to wait until P-1382B is awarded to discuss with that contractor on
how they plan to operate that area.
1

��a
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Lonny Sleeper
MCB Camp Lejeune
OICC MCI East
1005 Michael Rd
Camp Lejeune, N.C. 28547-2521
Dear Mr. Sleeper:
Division of Water Quality
Charles Wakild, P.E.
Director
January 4, 2012
Dee Freeman
Secretary
Subject: Waiver of Monthly Reporting Requirement
NPDES Permits NC0089061 & NC0089079
Borrow Pits 2 & 3 / Borrow Pit 10
Onslow County
The Division has reviewed your request to suspend submission of monthly Discharge Monitoring Reports
(DMRs).
After considering the recommendations of the staff in the Wilmington Regional Office, I have agreed to
waive the requirement to submit monthly DMRs for the subject facilities, effective January 1, 2012. The
DMRs up through (and including) December 2011 should be submitted as usual.
Be advised that if and when any wastewater discharge occurs, the discharge must be monitored as per the
terms of the NPDES permits and other applicable rules or statutes. Please keep the Wilmington Regional
Office apprised of any pertinent developments that arise regarding either facility, especially if the
discharge is re -activated.
While requirements for operator visitation, monitoring and reporting are being waived, you are still
required to pay the Annual Administering and Compliance Monitoring Fee that is associated with this and
all NPDES permits.
If you have any questions, or if you wish to request rescission of either permit, contact Charles H. Weaver
at 919 807-6391. 1
Sincerely,
Coleen H. Sullins
cc: Central Files
Wilmington Regional Office / Dean Hunkele
NPDES Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
512 North Salisbury Street, Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] /FAX [phone] I Internet: www.ncwaterquality.org An Equal Opportunity/Affirmative Action Employer - 50% ;UUM11b,
Recycled/10% Post Consumer Paper

q S.

4 •
Weaver, Charles
From: Hunkele, Dean
Sent: Tuesday, January 03, 2012 9:01 AM
To: Weaver, Charles; Scardina, Maureen
Cc: [e-mail]
Subject: FW: NC0089079 & NC0089061 Borrow Pits Reporting
Please see their request -- contact them with any questions or concerns.
Thanks
Dean Hunkele, Senior Environmental Specialist Wilmington Regional Office Division
of Water Quality, Surface Water Protection Section http://www.ncwaterguality.org/
Direct Phone: [phone]
Main Phone: [phone]
Fax: [phone]
Address: 127 Cardinal Drive Ext
Wilmington, NC 28405-3845
To report a SSO, WWTP Bypass, or Spill after hours, holidays, or weekends call
The NC Division of Emergency Management @ 1-800-858-0368
E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Law and may be disclosed to third parties.
-----Original Message -----
From: Whited CIV Steven J [mailto:[e-mail]]
Sent: Thursday, December 29, 2011 10:14 AM
To: Hunkele, Dean
Subject: FW: NC0089079 & NC0089061 Borrow Pits Reporting
Dean,
Good morning. I hope you had a good Christmas. Please see the information
below regarding the subject borrow pits at MCB, Camp Lejeune. We would like
to suspend reporting until we get a better idea on when the
dewatering/discharge operation will begin at these pits. Please advise.
v/r
Steven
-----Original Message -----
From: Sleeper, Lonny A LTJG NAVFAC, OICC MCI East
[mailto:[e-mail]]
Sent: Monday, December 19, 2011 9:40 AM
To: Whited CIV Steven J
Cc: Raper CIV Patricia H; Bulfer CIV Orathai; Sylvester CIV Emily M; Blair,
Joseph; Wright, Hubert D CIV NAVFAC MIDLANT, IPTNC; Hartman, Thomas M CIV
NAVFAC, OICC MCI East
1

16
Subject: NC0089079 & NC0089061 Borrow Pits Reporting
Steve,
The Borrow Areas for the New Base Entry Road being utilized (Borrow Area 3
and 10) are currently not dewatering and managing the water by pumping to
cells within the existing pits. Also, Pit 2 is not open at the present
time.
When I spoke with Mr. Dean Hunkele a couple of weeks ago he recommended that
a request for the monitoring to be suspended until a date when operations
will begin be submitted to them. As of today the contractor has developed a
plan which is not requiring any dewatering and with no definite date when
the reporting for the dewatering will need to be initiated.
Can an official request be made to suspend reporting until 30 days after the
request for authorization to construct is requested?
For Borrow Area 2 we need to wait until P-1382B is awarded to discuss with
that contractor on how they plan to operate that area.
If you have any further questions please feel free to contact me.
V/r,
Lonny Sleeper
LT, CEC, USN
Project Engineer
OICC MCI East
Camp Lejeune, NC
-------------------------
(0) 910.451.2581 ext 5272
(C) 910.376.0074
(F) 910.451.5899
(DSN) 751.2581 ext 5272

A ft NR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Carl Baker, Deputy Public Works Officer
Public Works Division
MCB Camp Lejeune
1005 Michael Road
Camp Lejeune, North Carolina 28542
Dear Mr. Baker:
Division of Water Quality
Coleen H. Sullins
Director
June 23, 2011
Subject: Issuance of NPDES
Permit NCO089061
Borrow Pits 2 and 3
Onslow County
Facility Class I
Dee Freeman
Secretary
Division personnel have reviewed and approved your application for a new permit. Accordingly, we are
forwarding the attached NPDES discharge 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 U.S.
Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
This Final Permit includes the following major changes from the Draft Permit:
• The daily maximum TSS limit has been increased to 15 mg/L.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable
to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt
of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh,
North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604 One
Phone: [phone] \ FAX: [phone] Customer Service:1-877-623-6748 NorthCarohna
Internet: www.ncwaterquality.org Naturally
An Equal Opportunity 1 Aifirmafive Action Employer

Please note that this permit is not transferable exce�t after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal requirements
to obtain other permits which may be required by the Division of Water Quality or permits required by the
Division of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit
that may be required. If you have any questions concerning this permit, please contact Sergei Chemikov at
telephone number [phone].
Sincerely,
i oleen H. Sullins
C- '/
cc: NPDES Files
Central Files
Wilmington Regional Office / Surface Water Protection
Louise Slate ([e-mail])
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 one
Phone: [phone] FAX: [phone] Customer Service:1-877.623-6748 NorthCarolina
Internet) www.nnity k Affirmative
rg
Action
An Equal Opportunity 1 Affirmative Action Employer

Permit No. NCO089061
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
MCB Camp Lejeune
is hereby authorized to discharge wastewater from a facility located at
Borrow Pits 2 and 3
Brewster Boulevard
MCB Camp Lejeune
Onslow County
to receiving waters designated as Northeast Creek in the White Oak River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, II, III, and IV hereof.
This permit shall become effective August 1, 2011.
This permit and authorization to discharge shall expire at midnight on July 31, 2016.
Signed this day June 23, 2011.
een H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NCO089061
SUPPLEMENT TO PERMIT COVER SHEET
MCB Camp Lejeune Borrow Pits 2 and 3
is hereby authorized to:
1. Upon receiving an Authorization to Construct from the Division of Water
Quality, construct a 0.72 MGD groundwater treatment plant consisting of a
settling basin and pumps, located at MCB Camp Lejeune Borrow Pits 2 and 3,
Brewster Boulevard, MCB Camp Lejeune, Onslow County, and
2. After submitting an Engineer's Certification, operate 0.72 MGD treatment
plant located at MCB Camp Lejeune Borrow Pits 2 and 3, Brewster Boulevard,
MCB Camp Lejeune, Onslow County, and
3. Discharge from said treatment works at the location specified on the attached
map into Northeast Creek, which is classified as SC NSW HQW waters in the
White Oak River Basin.

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` Permit NC008W61
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS [002]
During the period beginning on the effective date of this permit and lasting until
expiration, the Permittee is authorized to discharge from outfall 002. Such
discharges shall be limited and monitored by the Permittee as specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
[PCS Code]
Monthly
I
Daily
Measurement
Sample
Sample
Average
Maximum
Frequency
e
Location
Flow
0.72 MGD
Weekly
Instantaneous
Effluent
50050
Ethylbenzene (pg/L)
Quarterly
Grab
Effluent
34371
pH
> 6.8 and < 8.5 standard units
Weekly
Grab
Effluent
00400
Total Suspended Solids
10.0 mg/L
15.0 mg/L
Weekly
Grab
Effluent
C0530
Temperature ( OC)
Weekly
Grab
Effluent
00010
There shall be no discharge of floating solids or visible foam in other than
trace amounts.
A. (2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS [003]
During the period beginning on the effective date of this permit and lasting until
expiration, the Permittee is authorized to discharge from outfall 003. Such
discharges shall be limited and monitored by the Permittee as specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
[PCS Code]
Monthly
Daily
Measurement
Sample
Sample
Average
Maximum
__Lrequency
Type
Location
Flow
0.216 MGD
Weekly
Instantaneous
Effluent
50050
pH
> 6.8 and < 8.5 standard units
Weekly
Grab
Effluent
00400
Total Suspended Solids
10 mg/L
15 mg/L
Weekly
Grab
Effluent
C0530
Temperature ( °C)
Weekly
Grab
Effluent
00010
There shall be no discharge of floating solids or visible foam in other than
trace amounts.

ONSLOW COUNTY
NORTH CAROLINA
I
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of County and State of said publisher, duly commissioned, qualified
and authorized by law to administer oaths, personally appeared ,
who being first duly sworn, deposes and says: that he (she) is
Jimmy Williams, Editor
(Owner, partner or other officer or employee authorized to make this affidavit)
of THE CARTERET PUBLISHING CO., INC., Carteret County, N.C., engaged in the publication of a news-
paper known as Tideland News, published, issued, and entered as second class mail in the Town of Swansboro,
in said County and State; that he (she) is authorized to make this affidavit and sworn statement; that the notice
or other legal advertisement, a true copy of which is attached hereto, was published in Tideland News on the
following dates: 5/4/11 and that the said newspaper
in which such notice, paper, document, or legal advertisement was published was, at the time of each and every
such publication, a newspaper meeting all of the requirements and qualifications of Section 1-597 of the General
Statues of North Carolina and was a qualified newspaper within the meaning of Section 1-597 of the General
Statues of North Carolina.
This the
2nd
day of June , 2011.
Sworn to and subscribed before me, this 2nd
My commission expires August 24, 2014
fn
Signature of person making affidavit
day of June , 2011.
Notary Public

LEGAL NOTICES
Public Notice
North Carolina
Environmental
Management Commission/
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Notice of Intent to
Issue a NPDES
Wastewater Permit
The North Carolina En-
vironmental Management
Commission proposes to
issue a NPDES wastewa-
ter discharge permit to the
Person(s) listed below.
Written comments re-
garding the proposed .per-
mit will be accepted until
30 days after the publish
date of this notice. The Di-
rector of the NC Division of
Water Quality (DWQ) may
hold a public hearing
should there be a signifi-
cant degree of public inter-
est. Please mail comments
and/or information re-
quests to DWQ at the
above address. Interested
persons may visit the
DWQ at 512 N. Salisbury
Street, Raleigh, NC to re-
view information on file.
Additional information on
NPDES permits and this
notice may be found on
our website:
http://portal.ncdenr.org/webiw
q/swP/ps/npdes/calendar or
by calling [phone].
MCB Camp Lejeune re-
quested a new permit
NCO089079 for Borrow Pit
10 in Onslow County; this
facility discharge is treated
groundwater to Northeast
Creek, White Oak River
Basin.
MCB Camp Lejeune re-
quested a new permit
NC0089061 for Borrow
Pits 2 and 3 in Onslow
County; this facility dis-
charge is treated ground-
water to Northeast Creek,
White Oak River Basin.
My4

MACTEC
engineering and constructing a better tomorrow
May 27, 2011
Sergei Chernikov, PhD
NCDENR — Complex Permitting Unit
512 N. Salisbury Street, 9`s floor
Raleigh, North Carolina 27604
Subject: Letter Report of Natural Resources Support Services
MCB Camp Lejeune — Borrow Pits
Dear Dr. Chernikov:
There are some concerns regarding language included in the draft NPDES wastewater discharge permits
for Borrow Pits 2 and 3 and Borrow Pit 10. The 10 mg/L TSS effluent limit seems overly restrictive in
light of two facts. First, this is a short term discharge and second, the water being discharged is
groundwater from a surface aquifer where no contamination has been detected.
Construction time for the Base Entry Road is at a maximum 36 months total and 7 months of this have
already elapsed. Dewatering activities will only take place until borrow pit capacity is reached, which
reduces the discharge time further. Furthermore, the groundwater from each of these borrow pits has
been tested and it is shown that this is clear, uncontaminated groundwater being discharged as part of an
on -site construction project.
Wells will be installed so as to draw groundwater from beneath the borrow pits and have the existing soil
media act as a filter. It will also be run through a sediment filter bag to provide treatment and disperse
flow prior to it being discharged to surface water.
In light of this, we recommend that the effluent limit be raised slightly so that the discharge can be
achievable while maintaining acceptable discharge limits that reflect the short term nature of the operation
and the initial overall quality of the groundwater.
Respectfully,
MACTEC Engineering and Consulting, Inc.
Louise O. Slate
Senior Engineer
PA6470\(Wamp Lejeune\Borrow Pits\NPDES Individual PermitWomment Letter to DENR 5-27-11
Richard P. Leone
Principal Scientist
MACTEC Engineering and Consulting, Inc.
3301 Atlantic Avenue • Raleigh, NC 27604 • Phone: [phone] • Fax: [phone]
www.mactec.com

Chernikov, Sergei
From: Willis, Linda
Sent: Friday, April 29, 2011 1:51 PM
To: Chernikov, Sergei
Subject: RE: draft permits for your review
I don't have any comments concerning these permits. I would rather see a daily flow tracked since for other individual
mining permits we would need to see that, especially where we have 7Q10 issues (which we won't have that issue here
since they are going to discharge to the main stem of Northeast Creek.
Thanks
Linda
From: Chernikov, Sergei
Sent: Monday, April 25, 2011 8:53 AM
To: Willis, Linda
Cc: Pugh, James L.; [e-mail]
Subject: draft permits for your review
Sergei Chernikov, Ph.D.
Environmental Engineer II
Complex Permitting Unit
Phone: [phone], fax [phone]
1617 Mail Service Center
Raleigh, NC 27699-1617
Express mail: 512 North Salisbury St.
Raleigh, NC 27606
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Note to File
MCB Camp Lejeune, Borrow Pits 2 and 3
Permit NC0089061
The proposed permit is for dewatering a borrow pits to construct the Base Entry point and road at
MCB Camp Lejeune. Projected flow is based on the conservative assumption of the dewatering the
entire pit. Operationally, the pits will be excavated in cells, which will decrease the discharge because
some of the water will be stored in other cells. The plan is to remove the suitable fill from borrow
pit 3 and when that pit is exhausted to move to borrow pit 2.
The discharge will be to the Northeast Creek, which is classified SC NSW HQW. Therefore, the
TSS limit of 10 mg/L will be applied. The groundwater analysis at Borrow Pit 2 indicated the
presence of ethylbenzene at 0.8 µg/L , which is far less than EPA criteria of 130 µg/L. However,
the quarterly monitoring will be added to insure the protection of the receiving stream.
The permits are needed for limited time period until construction projects are completed.

UNITED STATES MARINE CORPS
MARINE CORPS BASE
PSC BOX 20004
CAMP LEJEUNE NC 28542-0004
IN REPLY REFER TO:
5020.20
BEMD
APR 8 8 2011
North Carolina Department of
Environment and Natural Resources
Attention: Mr. Sergei Chernikov
Complex Permitting Unit
Point Source Branch
Surface Water Protection Section - NPDES
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Dear Mr. Chernikov:
Marine Corps Base (MCB), Camp Lejeune (CamLej) received a
Letter of Approval (ONSLO-2010-104) dated September 16, 2010 for
revised erosion and sedimentation control plans that include
on -site borrow areas (Borrow Pits 2, 3, and 10) for constructing
the Base Entry Road. On September 27, 2010, Linda Willis from
the North Carolina Department of Environment and Natural
Resources (NCDENR) Division of Water Quality (DWQ) sent an email
to a consultant for MCB CamLej stating that discharge from the
borrow pits without an NPDES permit would constitute a violation
of GS 143-215.1(a)l. Since that time, MCB CamLej explored
options for addressing water in the borrow pits and is pursuing
minor individual wastewater discharge permits for Borrow Pits 2,
3, and 10.
The purpose of this letter is to address issues related to
dewatering borrow pits necessary to construct the new Base entry
road to MCB CamLej. There are two wastewater discharge permits
being requested from NCDENR:
(1) One discharge permit for borrow pits 2 and 3
(2) One discharge permit for borrow pit 10
In evaluating options for dewatering these borrow pits to
facilitate excavation, one consideration was to connect the
wastewater streams to the wastewater collection system and
treat it at the Wastewater Treatment Plant (WWTP). However,
it is strongly recommended that the WWTP not accept this
additional discharge because adding large volumes of freshwater
to the wastewater stream is damaging to the balance of microbes
at the plant.

{ j
5020.20
BEMD
Groundwater from these borrow pits was sampled on
March 16, 2011. The enclosure forwards the results from this
sampling event. Ethyl benzene was the only constituent that was
detected and was well below the established limit for
groundwater.
Due to the reasons stated above, MCB CamLej will continue
with the original design plans and discharge to stormwater.
If you have any questions or need any clarification on the
information provided, please contact Mr. Steven Whited,
Environmental Quality Branch, Environmental Management Division,
Installations and Environment Department, at [phone].
Sincerely,
+R.
OHN R. TOWNSON
Director, Environmental Management
By direction of
the Commanding Officer
Enclosure: 1. March 16, 2011 Sampling Event Performed by
SGS North America Inc.
2

Laboratory Report of Analysis
To: Kim Charles -Smith
MACTEC
5710 Oleander Drive
Suite 110
Wilmington, NC 28403
Report Number: 31100471
Client Project: Camp Lejeune
Dear Kim Charles -Smith,
Enclosed are the results of the analytical services performed under the referenced project for the received
samples and associated QC as applicable. The samples are certified to meet the requirements of the National
Environmental Laboratory Accreditation Conference Standards. Copies of this report and supporting data will be
retained in our files for a period of five years in the event they are required for future reference. All results are
intended to be used in their entirety and SGS is not responsible for use of less than the complete report. Any
samples submitted to our laboratory will be retained for a maximum of thirty (30) days from the date of this report
unless other arrangements are requested.
If there are any questions about the report or services performed during this project, please call Barbara A. Hager
at [phone]. We will be happy to answer any questions or concerns which you may have.
Thank you for using SGS North America Inc. for your analytical services. We look forward to working with you
again on any additional analytical needs.
Sincerely,
SGS North America Inc.
'JDN:
HCIV
Digitally signed by Barbara A. Hager
CN = Barbara A. Hager, C = US, O = SGS Wilmington, NC,
OU = Project Manager
Date: 2011.03.24 16:02:51-04'00'
Barbara A. Hager
Project Manager
[e-mail]
i
i
Print Date: 0312412011
Date
N.C. Certification # 481
SGS North America Inc. 5500 Business Drive, Wilmington, NC 28405
t 910.350.1903 f 910.350.1557 www_us.sgs.com
Member of SGS Group
UWm G

Laboratory Qualifiers
Report Definitions
DL Method, Instrument, or Estimated Detection Limit per Analytical Method
CL Control Limits for the recovery result of a parameter
LOQ Reporting Limit
DF Dilution Factor
RPD Relative Percent Difference
LCS(D) Laboratory Control Spike (Duplicate)
MS(D) Matrix Spike (Duplicate)
MB Method Blank
Qualifier Definitions
" Recovery or RPD outside of control limits
B Analyte was detected in the Lab Method Blank at a level above the LOQ
U Undetected (Reported as ND or < LOD)
V Recovery is below quality control limit. The data has been validated based on a favorable signal-to-noise
and detection limit
A Amount detected is less than the Lower Method Calibration Limit
J Amount detected is between the Method Detection Limit and the Lower Calibration Limit
O The recovery of this analyte in the OPR is above the Method QC Limits and the reported concentration in
the sample may be biased high
E Amount detected is greater than the Upper Calibration Limit
S The amount of analyte present has saturated the detector. This situation results in an
underestimation of the affected analyte(s)
Q Indicates the presence of a quantitative interference. This situation may result in an
underestimation of the affected analyte(s)
I Indicates the presence of a qualitative interference that could cause a false positive or an
overestimation of the affected analyte(s)
DPE Indicates the presence of a peak in the polychlorinated diphenylether channel that could
cause a false positive or an overestimation of the affected analyte(s)
TIC Tentatively Identified Compound
EMC Estimated Maximum possible Concentration due to ion ratio failure
NO Not Detected
K Result is estimated due to ion ratio failure in High Resolution PCB Analysis
P RPD > 40% between results of dual columns
D Spike or surrogate was diluted out in order to achieve a parameter result within instrument calibration
range
M1 Mis-identified peak
M2 Software did not integrate peak
M3 Incorrect baseline construction (i.e. not all of peak included; two peaks integrated as one)
M4 Pattern integration required (i.e. DRO, GRO, PCB, Toxaphene and Technical Chlordane)
M5 Other - Explained in case narrative
Note Results pages that include a value for "Solids (%)" have been adjusted for moisture content.
Print Date: 0312412011
i
N.C. Certification # 481
SGS North America Inc. 5500 Business Drive, Wilmington, NC 28405
t 910.3_50.1_903 f 910.350.1557_www.us.sgs.com
Member of SGS Group

SGS North America Inc. 5500 Business Drive, Wilmington, NC 28405
t 910.350.1903 f 910.350.1557 www.us.sgs.com
Member of SGS Group

SGS
Results of BP-2
Client Sample ID: BP-2
Collection Date: 03/16/2011
14:35
Client Project ID: Camp Lejeune
Received Date: 03/17/2011
15:25
Lab Sample ID: 31100471001-A
Matrix: Water
k
Lab Project ID: 31100471
" Results by EPA 624
i
Parameter
Result
QuaI
2L
LOQ/CL
nit
DF
1, 1, 1 -Trichloroethane
ND
U
0.123
1.00
ug/L
1
1,1,2,2-Tetrachloroethane
ND
U
0.156
1.00
ug/L
1
1,1,2-Trichloroethane
ND
U
0.126
1.00
ug/L
1
1,1-Dichloroethane
ND
U
0.165
1.00
ug/L
1
1,1-Dichloroethene
ND
U
0.212
1.00
ug/L
1
1,2-Dichlorobenzene
ND
U
0.0697
1.00
ug/L
1
1,2-Dichloroethane
ND
U
0.167
1.00
ug/L
1
1,2-Dichloropropane
ND
U
0.163
1.00
ug/L
1
1,3-Dichlorobenzene
ND
U
0.140
1.00
ug/L
1
1,4-Dichlorobenzene
ND
U
0.107
1.00
ug/L
1
2-Chloroethylvinyl ether
ND
U
1.82
25.0
ug/L
1
Benzene
ND
U
0.113
1.00
ug/L
1
Bromodichloromethane
ND
U
0.110
1.00
ug/L
1
Bromoform
ND
U
0.0974
1.00
ug/L
1
Bromomethane
ND
U
0.237
1.00
ug/L
1
Carbon tetrachloride
ND
U
0.101
1.00
ug/L
1
Chlorobenzene
ND
U
0.116
1.00
ug/L
1
Chloroethane
ND
U
0.311
1.00
ug/L
1
Chloroform
ND
U
0.139
1.00
ug/L
1
Chloromethane
ND
U
0.448
1.00
ug/L
1
Dibromochloromethane
ND
U
0.134
1.00
ug/L
1
cis- 1,3-Dichloropropene
ND
U
0.0767
1.00
ug/L
1
trans-1,3-Dichloropropene
ND
U
0.0862
1.00
ug/L
1
Ethyl Benzene
0.800
J
0.0877
1.00
ug/L
1
Methylene chloride
ND
U
0.152
5.00
ug/L
1
Tetrachloroethene
ND
U
0.155
1.00
ug/L
1
Toluene
ND
U
0.133
1.00
ug/L
1
Trichloroethene
ND
U
0.125
1.00
ug/L
1
Trichlorofluoromethane
ND
U
0.137
1.00
ug/L
1
Vinyl chloride
ND
U
0.124
1.00
ug/L
1
m,p-Xylene
ND
U
0.182
2.00
ug/L
1
o-Xylene
ND
U
0.0874
1.00
ug/L
1
tert-Butyl methyl ether (MTBE)
ND
U
0.144
1.00
ug/L
1
trans-1,2-Dichloroethene
ND
U
0.223
1.00
ug/L
1
Surrogates
1,2-Dichloroethane-d4
100
63.5-140
%
1
4-Bromofluorobenzene
100
84.7-115
%
1
Toluene d8
100
81.8-117
%
1
s
t
Print Dale: 03/24/2011
N.C. Certification # 481
SGS North America Inc.
5500 Business Drive, Wilmington, NC 29405
t 910.350.1903
If 910.350.1557 www.us.sas.com
Member of SGS Group

Results of BP-2
Client Sample ID: BP-2
Client Project ID: Camp Lejeune
Lab Sample ID: 31100471001-A
Lab Project ID: 31100471
l
Results by EPA 624
Parameter Result Qual
Batch Information--
�.nalyli+::,1 i3cti.h: VMS1098
Analytical Method: EPA 624
Instrument: MSD3
Analyst: BWS
Analytical Date/Time: 03/21/2011 15:12
Kq
Collection Date: 03/16/2011 14:35
Received Date: 03/17/2011 15:25
Matrix: Water
LO /CL Units DF
Prep Batch: VXX1204
Prep Method: EPA 624
Prep Datefrime: 03/21/2011 16:58
Prep Initial Wt.Nol.: 40 mL
Prep Extract Vol: 40 mL
N.C. Certification # 481
SGS North America Inc. 5500 Business Drive, Wilmington, NC 28405
it 10.350.1903 f 9101 0.1557 www,us.sgs.com
Member of SGS Group

SGS
Results of BP-2
Client Sample ID: BP-2
Client Project ID: Camp Lejeune
Lab Sample ID: 31100471001-D
Lab Project ID: 31100471
Results by EPA 625
Collection Date: 03/16/2011 14:35
Received Date: 03/17/2011 15:25
Matrix: Water
Parameter
Result
Qual
DL
LO /CL
Units
DF
Phenol
ND
U
3.22
6.81
ug/L
1
Bis(2-Chloroethyl)ether
ND
U
3.01
6.81
ug/L
1
#I#
2-Chlorophenol
ND
U
2.97
6.81
ug/L
1
t
Bis(2-Chloroisopropyl)ether
ND
U
2.78
6.81
ug/L
1
n-Nitrosodi-n-propylamine
ND
U
3.04
6.81
ug/L
1
Hexachloroethane
ND
U
1.91
6.81
ug/L
1
Nitrobenzene
ND
U
2.98
6.81
ug/L
1
Isophorone
ND
U
2.85
6.81
ug/L
1
2-Nitrophenol
ND
U
2.68
6.81
ug/L
1
2,4-Dimethylphenol
ND
U
3.01
6.81
ug/L
1
Bis(2-Chloroethoxy)methane
ND
U
2.89
6.81
ug/L
1
2,4-Dichlorophenol
ND
U
2.81
6.81
ug/L
1
1,2,4-Trichlorobenzene
ND
U
2.36
6.81
ug/L
1
Naphthalene
ND
U
2.64
6.81
ug/L
1
Hexachlorobutadiene
ND
U
2.07
6.81
ug/L
1
4-Chloro-3-methylphenol
ND
U
2.70
6.81
ug/L
1
Hexachlorocyclopentadiene
ND
U
1.07
13.6
ug/L
1
2,4,6-Trichlorophenol
ND
U
2.77
6.81
ug/L
1
2-Chloronaphthalene
ND
U
2.72
6.81
ug/L
1
Dimethyl phthalate
ND
U
2.92
6.81
ug/L
1
2,6-Dinitrotoluene
ND
U
2.56
6.81
ug/L
1
Acenaphthene
ND
U
2.81
6.81
ug/L
1
2,4-Dinitrophenol
ND
U
0.910
34.1
ug/L
1
4-Nitrophenol
ND
U
1.73
34.1
ug/L
1
2,4-Dinitrotoluene
ND
U
2.51
6.81
ug/L
1
Fluorene
ND
U
3.32
6.81
ug/L
1
Diethyl phthalate
ND
U
2.86
6.81
ug/L
1
4-Chlorophenyl phenyl ether
ND
U
3.35
6.81
ug/L
1
4,6-Dinitro-2-methylphenol
ND
U
0.673
34.1
ug/L
1
Diphenylamine
ND
U
2.75
6.81
ug/L
1
4-Bromophenyl phenyl ether
ND
U
2.78
6.81
ug/L
1
Hexachlorobenzene
ND
U
2.63
6.81
ug/L
1
Pentachlorophenol
ND
U
2.11
34.1
ug/L
1
Phenanthrene
ND
U
2.71
6.81
ug/L
1
Anthracene
ND
U
2.63
6.81
ug/L
1
Di-n-butyl phthalate
ND
U
2.60
6.81
ug/L
1
Fluoranthene
ND
U
2.75
6.81
ug/L
1
Pyrene
ND
U
2.74
6.81
ug/L
1
Butyl benzyl phthalate
ND
U
2.57
6.81
ug/L
1
Benzo(a)anthracene
ND
U
2.67
6.81
ug/L
1
3,3'-Dichlorobenzidine
ND
U
2.38
13.6
ug/L
1
Chrysene
ND
U
3.00
6.81
ug/L
1
Bis(2-Ethylhexyl)phthalate
ND
U
2.66
6.81
ug/L
1
Print Date 03/24/2011
N C. Certification
-J
# 481
SGS North America Inc.
5500 Business Drive, Wilmington, NC 28405
t 910,350.1903
f 910.350.1557
www.us.5gs.com
Member of SGS Group

I - SGS
Results of BP-2
Client Sample ID: BP-2
Client Project ID: Camp Lejeune
Lab Sample ID: 31100471001-D
Lab Project ID: 31100471
Results by EPA 625
Parameter
Result
Benzo(b)fluoranthene
ND
Benzo(k)fluoranthene
ND
Benzo(a)pyrene
ND
Indeno(1,2,3-cd)pyrene
ND
Dibenz(a,h)anthracene
ND
Benzo(g,h,i)perylene
ND
Acenaphthylene
ND
Di-n-octyl phthalate
ND
Surrogates
2-Fluorophenol
80.8
Phenol-d6
85.4
Nitrobenzene-d5
90.2
2-Fluorobiphenyl
75.3
2,4, 6-Tribromophenol
80.6
Terphenyl-d 14
55.8
Batch Information
Analytical Batch: XMS1042
Analytical Method: EPA 625
j Instrument: MSD10
Analyst: CMP
Analytical Date/Time: 03122/2011
01:11
Qua[
U
U
U
U
U
U
U
U
Collection Date: 03/16/2011 14:35
Received Date: 03/17/2011 15:25
Matrix: Water
DL
LO /CL
Units
DF
2.67
6.81
ug/L
1
3.15
6.81
ug/L
1
2.53
6.81
ug/L
1
2.75
6.81
ug/L
1
2.75
6.81
ug/L
1
2.93
6.81
ug/L
1
2.72
6.81
ug/L
1
1.99
6.81
ug/L
1
33.1-118
%
1
49.0-120
%
1
46.0-118
%
1
50.0-107
%
1
29.3-152
%
1
22.1-142
%
1
SGS North America Inc. 15500 Business Drive, Wilmington, NC 28405
Prep Batch: XXX1134
Prep Method: EPA 625
Prep Date/Time: 03/19/2011 15:30
Prep Initial Wt./Vol.: 734
Prep Extract Vol: 5 mL

SGS
Results of BP-3
Client Sample ID: BP-3
Client Project ID: Camp Lejeune
Lab Sample ID: 31100471002-B
Lab Project ID: 31100471
Results by EPA 624
Parameter
1, 1, 1 -Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,4-Dichlorobenzene
2-Chloroethylvinyl ether
Benzene
Bromod ich lorometha ne
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Dibromochloromethane
cis-1, 3-Dichloropropene
trans-1,3-Dichloropropene
Ethyl Benzene
Methylene chloride
Tetrachloroethene
Toluene
Trichloroethene
Trichlorofl uoromethane
Vinyl chloride
m,p-Xylene
o-Xylene
tert-Butyl methyl ether (MTBE)
trans-1,2-Dichloroethene
Surrogates
1,2-Dichloroethane-d4
4-Bromofluorobenzene
Toluene d8
i
Print Dale: 03124,12011
Collection Date: 03/16/2011 12:40
Received Date: 03/17/2011 15:25
Matrix: Water
Result
Qual
DL
LOQ/CL
VLk
DF
ND
U
0.123
1.00
ug/L
1
ND
U
0.156
1.00
ug/L
1
ND
U
0.126
1.00
ug/L
1
ND
U
0.165
1.00
ug/L
1
ND
U
0.212
1.00
ug/L
1
ND
U
0.0697
1.00
ug/L
1
ND
U
0.167
1.00
ug/L
1
ND
U
0.163
1.00
ug/L
1
ND
U
0.140
1.00
ug/L
1
ND
U
0.107
1.00
ug/L
1
ND
U
1.82
25.0
ug/L
1
ND
U
0.113
1.00
ug/L
1
ND
U
0.110
1.00
ug/L
1
ND
U
0.0974
1.00
ug/L
1
ND
U
0.237
1.00
ug/L
1
ND
U
0.101
1.00
ug/L
1
ND
U
0.116
1.00
ug/L
1
ND
U
0.311
1.00
ug/L
1
ND
U
0.139
1.00
ug/L
1
ND
U
0.448
1.00
ug/L
1
ND
U
0.134
1.00
ug/L
1
ND
U
0.0767
1.00
ug/L
1
ND
U
0.0862
1.00
ug/L
1
ND
U
0.0877
1.00
ug/L
1
ND
U
0.152
5.00
ug/L
1
ND
U
0.155
1.00
ug/L
1
ND
U
0.133
1.00
ug/L
1
ND
U
0.125
1.00
ug/L
1
ND
U
0.137
1.00
ug/L
1
ND
U
0.124
1.00
ug/L
1
ND
U
0.182
2.00
ug/L
1
ND
U
0.0874
1.00
ug/L
1
ND
U
0.144
1.00
ug/L
1
ND
U
0.223
1.00
ug/L
1
100
63.5-140
%
1
100
84.7-115
%
1
100
81.8-117
%
1
SGS North America Inc 5500 Business Drive, Wilmington, NC 28405
it 910.350.1903 f 910.350.1557 www.us.sgs.com
i
N.C. Certification # 481
Member of SGS Group

Results of BP-3
Client Sample ID: BP-3
Client Project ID: Camp Lejeune
Lab Sample ID: 31100471002-B
Lab Project ID: 31100471
Results by EPA 624
Parameter Result
Batch Information - --- - — -- - W-
Analytical Batch VMS1098
Analytical Method: EPA 624
Instrument: MSD3
i Analyst: BWS
Analytical DatelTime: 03/21/2011 14:48
Collection Date: 03/16/2011 12:40
Received Date: 03/17/2011 15:25
Matrix: Water
u I DL LOOlCL Units
Prep Batch: VXX1204
Prep Method: EPA 624
Prep DatelTime: 03/21/2011 16:58
Prep Initial Wt./Vol.: 40 mL
Prep Extract Vol: 40 mL
PIF
Print Date: 0312412011 N.C. Certification # 481
SGS North America Inc. 15500 Business Drive, Wilmington, NC 28405
Group

SGS
Results of BP-3
Client Sample ID: BP-3
Client Project ID: Camp Lejeune
Lab Sample ID: 31100471002-D
Lab Project ID: 31100471
Results by EPA 625
Collection Date: 03/16/2011 12:40
Received Date: 03/17/2011 15:25
Matrix: Water
Parameter
Result
Qual
DL
L CL
Units
DF
Phenol
ND
U
2.39
5.07
ug/L
1
Bis(2-Chloroethyl)ether
ND
U
2.24
5.07
ug/L
1
2-Chlorophenol
ND
U
2.21
5.07
ug/L
1
Bis(2-Chloroisopropyl)ether
ND
U
2.07
5.07
ug/L
1
n-Nitrosodi-n-propylamine
ND
U
2.26
5.07
ug/L
1
Hexachloroethane
ND
U
1.42
5.07
ug/L
1
Nitrobenzene
ND
U
2.22
5.07
ug/L
1
Isophorone
ND
U
2.12
5.07
ug/L
1
2-Nitrophenol
ND
U
2.00
5.07
ug/L
1
2,4-Dimethylphenol
ND
U
2.24
5.07
ug/L
1
Bis(2-Chloroethoxy)methane
ND
U
2.15
5.07
ug/L
1
2,4-Dichlorophenol
ND
U
2.09
5.07
ug/L
1
1,2,4-Trichlorobenzene
ND
U
1.75
5.07
ug/L
1
Naphthalene
ND
U
1.97
5.07
ug/L
1
Hexachlorobutadiene
ND
U
1.54
5.07
ug/L
1
4-Chloro-3-methylphenol
ND
U
2.01
5.07
ug/L
1
Hexachlorocyclopentadiene
ND
U
0.799
10.1
ug/L
1
2,4,6-Trichlorophenol
ND
U
2.06
5.07
ug/L
1
2-Chloronaphthalene
ND
U
2.03
5.07
ug/L
1
Dimethyl phthalate
ND
U
2.17
5.07
ug/L
1
2,6-Dinitrotoluene
ND
U
1.91
5.07
ug/L
1
Acenaphthene
ND
U
2.09
5.07
ug/L
1
2,4-Dinitrophenol
ND
U
0.677
25.4
ug/L
1
4-Nitrophenol
ND
U
1.29
25.4
ug/L
1
2,4-Dinitrotoluene
ND
U
1.87
5.07
ug/L
1
Fluorene
ND
U
2.47
5.07
ug/L
1
Diethyl phthalate
ND
U
2.13
5.07
ug/L
1
4-Chlorophenyl phenyl ether
ND
U
2.49
5.07
ug/L
1
4,6-Dinitro-2-methylphenol
ND
U
0.501
25.4
ug/L
1
Diphenylamine
ND
U
2.05
5.07
ug/L
1
4-Bromophenyl phenyl ether
ND
U
2.07
5.07
ug/L
1
Hexachlorobenzene
ND
U
1.96
5.07
ug/L
1
Pentachlorophenol
ND
U
1.57
25.4
ug/L
1
Phenanthrene
ND
U
2.02
5.07
ug/L
1
Anthracene
ND
U
1.96
5.07
ug/L
1
Di-n-butyl phthalate
ND
U
1.94
5.07
ug/L
1
Fluoranthene
ND
U
2.05
5.07
ug/L
1
Pyrene
ND
U
2.04
5.07
ug/L
1
Butyl benzyl phthalate
ND
U
1.92
5.07
ug/L
1
Benzo(a)anthracene
ND
U
1.99
5.07
ug/L
1
3,3'-Dichlorobenzidine
ND
U
1.77
10.1
ug/L
1
Chrysene
ND
U
2.23
5.07
ug/L
1
Bis(2-Ethylhexyl)phthalate
ND
U
1.98
5.07
ug/L
{{
1
Print Date: 03/24/2011
N.C. Certification # 481
SGS North America Inc.
5500 Business Drive, Wilmington, NC 28405
t 910.350.1903
If 910.350.1557 www.us.sas.com
Member of SGS Group

SGS
Results of BP-3
Client Sample ID: BP-3
Client Project ID: Camp Lejeune
Lab Sample ID: 31100471002-D
Lab Project ID: 31100471
Collection Date: 03/16/2011 12:40
Received Date: 03/17/2011 15:25
Matrix: Water
- Results by EPA 625
Parameter
Result
Qual
DL L / L
Units
Benzo(b)fluoranthene
ND
U
1.99 5.07
ug/L
Benzo(k)fluoranthene
ND
U
2.34 5.07
ug/L
Benzo(a)pyrene
ND
U
1.89 5.07
ug/L
Indeno(1,2,3-cd)pyrene
ND
U
2.05 5.07
ug/L
Dibenz(a,h)anthracene
ND
U
2.05 5.07
ug/L
Benzo(g,h,i)perylene
ND
U
2.18 5.07
ug/L
Acenaphthylene
ND
U
2.03 5.07
ug/L
Di-n-octyl phthalate
ND
U
1.48 5.07
ug/L
Surrogates
2-Fluorophenol
69.3
33.1-118
%
Phenol-d6
74.1
49.0-120
%
Nitrobenzene-d5
82.0
46.0-118
%
2-Fluorobiphenyl
73.3
50.0-107
%
2,4,6-Tribromophenol
69.5
29.3-152
%
Terphenyl-d14
91.1
22.1-142
%
Batch Information
Analytical Batch: XMS1042
Prep Batch: XXX1134
Analytical Method: EPA 625
Prep Method: EPA 625
Instrument: MSD10
Prep Date/Time: 03/19/2011
15:30
Analyst: CMP
Prep Initial Wt.Nol.: 986 mL
Analytical Date/Time: 03/22/2011 01:34
Prep Extract Vol: 5 mL
Print Date: 03/2412011
SGS North America Inc.
Business Drive, Wilmington, NC 28405
DF
1
1
1
1
1
1
1
1
1
1
1
1
1
1
N.C.
Member of SGS Grow

SGS
Results of BP-10
Client Sample ID: BP-10
Collection Date: 03/16/2011 16:15
Client Project ID: Camp Lejeune
Received Date: 03/17/2011 15:25
Lab Sample ID: 31100471003-A
Matrix: Water
Lab Project ID: 31100471
-Results by EPA 624
Parameter
Result
Qual
DL
LOQ/CL
Uaiii
DF
1, 1, 1 -Trichloroethane
ND
U
0.123
1.00
ug/L
1
1,1,2,2-Tetrachloroethane
ND
U
0.156
1.00
ug/L
1
1,1,2-Trichloroethane
ND
U
0.126
1.00
ug/L
1
1,1-Dichloroethane
ND
U
0.165
1.00
ug/L
1
1,1-Dichloroethene
ND
U
0.212
1.00
ug/L
1
1,2-Dichlorobenzene
ND
U
0.0697
1.00
ug/L
1
1,2-Dichloroethane
ND
U
0.167
1.00
ug/L
1
1,2-Dichloropropane
ND
U
0.163
1.00
ug/L
1
1,3-Dichlorobenzene
ND
U
0.140
1.00
ug/L
1
1,4-Dichlorobenzene
ND
U
0.107
1.00
ug/L
1
2-Chloroethylvinyl ether
ND
U
1.82
25.0
ug/L
1
Benzene
ND
U
0.113
1.00
ug/L
1
Bromodichloromethane
ND
U
0.110
1.00
ug/L
1
Bromoform
ND
U
0.0974
1.00
ug/L
1
Bromomethane
ND
U
0.237
1.00
ug/L
1
Carbon tetrachloride
ND
U
0.101
1.00
ug/L
1
Chlorobenzene
ND
U
0.116
1.00
ug/L
1
Chloroethane
ND
U
0.311
1.00
ug/L
1
Chloroform
ND
U
0.139
1.00
ug/L
1
Chloromethane
ND
U
0.448
1.00
ug/L
1
Dibromochloromethane
ND
U
0.134
1.00
ug/L
1
cis-1,3-Dichloropropene
ND
U
0.0767
1.00
ug/L
1
trans- 1,3-Dichloropropene
ND
U
0.0862
1.00
ug/L
1
Ethyl Benzene
ND
U
0.0877
1.00
ug/L
1
Methylene chloride
ND
U
0.152
5.00
ug/L
1
Tetrachloroethene
ND
U
0.155
1.00
ug/L
1
Toluene
ND
U
0.133
1.00
ug/L
1
Trichloroethene
ND
U
0.125
1.00
ug/L
1
Trichlorofluoromethane
ND
U
0.137
1.00
ug/L
1
Vinyl chloride
ND
U
0.124
1.00
ug/L
1
m,p-Xylene
ND
U
0.182
2.00
ug/L
1
o-Xylene
ND
U
0.0874
1.00
ug/L
1
tert-Butyl methyl ether (MTBE)
ND
U
0.144
1.00
ug/L
1
trans-1,2-Dichloroethene
ND
U
0.223
1.00
ug/L
1
Surrogates
1,2-Dichloroethane-d4
100
63.5-140
%
1
4-Bromofluorobenzene
100
84.7-115
%
1
Toluene d8
100
81.8-117
%
1
Print Date, 03/24/2011 N.C. Certification # 481
SGS North America Inc. 15500 Business Drive, Wilmington, NC 28405
t 910.350.1903f910.350.1557 www.us_sgs.com
Member of SGS Group

Results of BP-10
Client Sample ID: BP-10
Client Project ID: Camp Lejeune
Lab Sample ID: 31100471003-A
Lab Project ID: 31100471
Results by EPA 624
Parameter Result Qual
Batch Information ---- ------ -- -
a
u VMS1098
Analytical Method: EPA 624
¢ Instrument: MSD3
j Analyst: BWS
Analytical Date/Time: 03/21/2011 14:23
SGS North America Inc. 5500 Business Drive, Wilmington, NC 28405
910.350.1903 f 910.350.1557 www_us sys.com.
Member of SGS Group

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_SGS--,
Results of BP-10
Client Sample ID: BP-10
Client Project ID: Camp Lejeune
Lab Sample ID: 31100471003-D
Lab Project ID: 31100471
i
Results by EPA 625
Parameter Result
Benzo(b)fluoranthene ND
Benzo(k)fluoranthene ND
Benzo(a)pyrene ND
Indeno(1,2,3-cd)pyrene ND
Dibenz(a,h)anthracene ND
Benzo(g,h,i)perylene ND
Acenaphthylene ND
Di-n-octyl phthalate ND
Surrogates
2-Fluorophenol 68.1
Phenol-d6 73.5
Nitrobenzene-d5 77.6
2-Fluorobiphenyl 70.8
2,4, 6-Tdbromophenol 60.5
Terphenyl-d 14 70.8
Batch Information -- w
Analytical Batch: XMS1045
Analytical Method: EPA 625
Instrument: MSD6
Analyst: CMP
Analytical Date/Time: 03122/2011 15:26
Collection Date: 03/16/2011 16:15
Received Date: 03/17/2011 15:25
Matrix: Water
ual
DL
LOQ/CL
Units
DF
U
2.04
5.20
ug/L
1
U
2.40
5.20
ug/L
1
U
1.94
5.20
ug/L
1
U
2.10
5.20
ug/L
1
U
2.10
5.20
ug/L
1
U
2.24
5.20
ug/L
1
U
2.08
5.20
ug/L
1
U
1.52
5.20
ug/L
1
33.1-118
%
1
49.0-120
%
1
46.0-118
%
1
50.0-107
%
1
29.3-152
%
1
22.1-142
%
1
SGS North America Inc. 15500 Business Drive, Wilmington, NC 28405
Prep Batch: XXX1134
Prep Method: EPA 625
Prep Date/Time: 03/19/2011 15:30
Prep Initial Wt.Nol.: 961 mL
Prep Extract Vol: 5 mL
Member of SGS Group

SG$-
CHAIN OF CUSTODY RECORD
SGS North America Inc.
v�
I�
Locations Nationwide
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New Jersey New York
North Carolina Ohio
www.us.sgs.com 101117
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SGS Reference:
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CONTACT: / a �c1 SE Sv+J� PHONE N0:(qj �) $ 3 1 - g�C jo
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PROJECT / SITE/PWSID#:
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DATE
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MATRIX
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Samples Received Cold? (Circl YE NO
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Temperature C: ✓i C.
(2)
Date
Time
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Special Deliverable Requirements:
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Requested Turnaround Time:
❑ RUSH ❑ STD
Date Needed
-j 2vv vv. rotier unve anchorage, AK 99518 Tel: [phone] Fax: [phone]
O 5500 Business Drive Wilmington, NC 28405 Tel: [phone] Fax: [phone]
White - Retained by Lab
Pmk - Retained by 0 ent

SGS North America Inc.
Sample Receipt Checklist (SRC)
Client: Pr Work Order No.: 3 (�� T �j
1.
Shipped Notes:
gHand Delivered
2.
COC Present on Receipt
No COC
_
_Additional Transmittal Forms
3.
Custody Tape on Container
�C No Custody Tape
4.
Samples Intact
Samples Broken / Leaking
5.
_ZChilled on Receipt Actual Temp.(s) in °C: 5_ %° C'
_Ambient on Receipt
_ Walk-in on Ice; Coming down to temp.
Received Outside of Temperature Specifications
6.
Sufficient Sample Submitted
`Insufficient Sample Submitted
7.
_ Chlorine absent
< 2
_HNO3
HCL < 2
Additional Preservatives verified (see notes)
8.
Received Within Holding Time
_ Not Received Within Holding Time
9.
No Discrepancies Noted
Discrepancies Noted
10.
No Headspace present in VOC vials
Headspace present in VOC vials >6mm
Comments:
Inspected and Logged in by: «�
MI_11.5

Chernikov, Sergei
From: Slate, Louise [[e-mail]]
Sent: Friday, April 08, 2011 3:15 PM
To: Chernikov, Sergei
Subject: Figure for borrow pits 2 and 3
Attachments: figure 1_BP2_3.pdf
Sergei,
Today is the first day back in the office since Monday. Here are the figures you requested. I will send the figure for borrow pit 10 in
a separate email. Please let me know if you need anything else.
Louise
Borrow Pit 2
Lat 34 43' 32" N Long 77 22' 58" W
Borrow Pit 3
Lat 34 43' 23" N Long 77 22' 11" W
Louise O. Slate, PE, LEED AP I Senior Engineer I Environmental Department
MACTEC Engineering and Consulting, Inc.
3301 Atlantic Avenue Raleigh, North Carolina
Office 919.876.0416 Direct 919.831.8006 1 Fax [phone]
Email loslate(a)mactec.com I Web www.mactec.com

Date: March 29, 2011
To: Sergei Chernikov
From: Linda Willis, Env. Eng., DWQ, SWPS
Through: Rick Shiver, Wilmington Regional Supervisor, DWQ, SWPS
Subject: NPDES Permit Applications NCO089079 MCB Camp lejeune Borrow Pit 10
And NCO089061 MCB Camp lejeune Borrow Pits 2 and 3
NPDES Permit Applications were received by the Division of Water Quality for three borrow pits for coverage
under individual NPDES wastewater permits. Camp Lejeune proposes a discharge of 410,000 gallons per day of pit
wastewater to the Northeast Creek from borrow pit #10 and up to 720,000 gallons per day from borrow pits #2
and #3 collectively. The classification of Northeast Creek in the vicinity of the discharge is class SC, NSW, HQW.
The application for Pits 2 and 3 indicate a TSS daily discharge of 100 to 1000 Ibs/day. The TSS will be restricted at
10 mg/L per day to meet HQW water quality limitations. This would result in less than 60 Ibs/day TSS. The
discharge needs to occur in the main stem of Northeast Creek since the input of freshwater to the small tidal
creeks would change the nature of the receiving streams adversely, potentially preventing their function as a PNA.
Salinity in the creek (as well as the mainstem of Northeast Creek) ranges from 0.47 parts per thousand to 24 ppt
depending upon the tide.
The following considerations are offered:
1. The receiving waters are classified HQW (along with SC) since this area of the Cape Fear River is a Primary
Nursery Area. TSS should be limited to 10 mg/L daily maximum as well as monthly average. Temperature
and pH should be required for monitoring.
2. A means to sample the discharge from the settling basin needs to be provided since the outfall to the
Northeast Creek may be difficult to access for sampling purposes. A diffuser should be used at the end of
the pipe.
Thank you for the opportunity to comment.
DWQ CO Files
DWQ WiRO NPDES
MAR 31 2011
p�ENR-W — - QUA

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number INCOO Q
Please print or type.
1. Contact Information:
Owner Name
Facility Name
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
e-mail Address
Commanding Officer, US Marine Corps Base Camp Lejeune
MCB Camp Lejeune
Public Works Division PSC Box 20005
Camp Lejeune
NC, 28542
910-451-2213
910-451-2927
Carl.h.baker a usmc.mil
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road
City
State / Zip Code
County
Brewster Boulevard
MCB Camp Lejeune
NC 28542
Onslow
3. Operator Information:
Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name Carl Baker, Public Works Division, MCB Camp Lejeune
Mailing Address 1005 Michael Road
City Camp Lejeune
State / Zip Code NC, 28542
Telephone Number 910-451-2213
Fax Number 910-451-2927
4. Ownership Status:
Page 1 of 5 C-MI 10108

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
Federal ® State ❑ Private ❑ Public ❑
S. Standard Industrial Classification (SIC) code(s): 1442
6. Number of employees: N/A
7. Describe the treatment system List all installed waste treatment components with capacities,
describe the processes that generate wastewaters. If the space provided is not sufficient attach a
separate sheet of paper with the system description.
As part of dewatering borrow pits 2 and 3, groundwater will be pumped to a stilling basin and
discharged into Northeast Creek. If necessary, pumped groundwater will be run through a silt
bag to reduce TSS before being otherwise treated and discharged.
8. Is facility covered under federal effluent limitation guidelines? No ❑ Yes
If yes, specify the category? 40 CFR 436 C
9. Principal product(s) produced: mineral soil for roadway fill
Principal raw material(s) consumed: no materials consumed in pit
Briefly describe the manufacturing process(es):
The borrow pits will be excavated to a depth of 20 feet below ground surface. Pits may be excavated in
a series of cells to manage groundwater. Groundwater discharge will be pumped from cell to cell or
from the cells to a stilling basin equipped with a skimmer and discharged to Northeast Creek.
Suitable soils excavated from the borrow pits will be used to construct the road bed for the Base Entry
Point and Road. Unsuitable soils will be spoiled within the borrow pit area and permanently stabilized
according to the approved plans. Side slopes of the borrow pits will be 3:1 down to the groundwater
table and then will be 2:1 to the bottom of the pit.
Page 2 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
10. Amount of principal product produced or raw material consumed
Listspecific amounts consumed and/or units of roduction over the last three ears
Product Produced or Raw Material
Consumed
AVERAGE
Product Produced or Raw Material
Consumed
PEAK
per Day
1,000 CY per pit
1,500 CY per pit
per Month
20,000 CY per pit
25,000 CY per pit
per Year
168,000 CY pit 2; 132,000 CY pit 3
168,000 CY pit 2; 132,000 CY pit 3
11. Frequency of discharge: Continuous ® Intermittent ❑
If intermittent:
Days per week discharge occurs: Duration:
12. Types of wastewater discharged to surface waters only
Discharge
Flow
GALLONS PER DAY
Sanitary - monthly average
none
Utility water, etc. - monthly average
none
Process water - monthly average
none
Stormwater - monthly average
none
Other - monthly average
Explain:
Groundwater from borrow pit
Monthly Average
total discharge (all types)
720,000 gpd or less -> 21,600,000 gal/month
13. Number of separate discharge points: 1 Outfall Identification number(s) 2 and 3
14. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including
latitude and longitude):
Northeast Creek
Page 3 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
15. Effluent Data [for new or proposed discharges]
Provide data for the parameters listed. Temperature and pH shall be grab samples, for all other parameters 24-hour
composite sampling shall be used. If more than one analysis is reported, report daily maximum and monthly average.
If only one analysis is reported, report as daily maximum.
NOTE: Permittees requesting renewal should complete the table ONLY for the parameters
nvrrontlit snnnitnrnd Svmmnrl2o the »rzst 3 years of effluent datat-
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BOD5)
Chemical Oxygen Demand (COD)
Total Organic Carbon
Total Suspended Solids
10
10
mg/1
Ammonia as N
Temperature (Summer)
Temperature (Winter)
pH
6-9
6-9
Fecal Coliform (If sanitary waste is
present)
Total Residual Chlorine (if chlorine is
used)
16. List all permits, construction approvals and/or applications (check all that apply and provide permit
numbers or check none if not applicabler
Permit
Type
Permit Number
Type
Number
Hazardous Waste (RCRA)
none
NESHAPS (CAA)
none
UIC (SDWA)
none
Ocean Dumping (MPRSA)
none
NPDES
*NCG010000
Dredge or fill (Section 404 or
2010-00436
PSD (CAA)
none
Other
Non -attainment program
none
*ONSLO-2010-104 ESCP - Stormwater Discharge for Construction Activities
17. List any chemicals that may be discharged (Please list and explain source and potential
amounts.)
No chemicals are anticipated to be discharged.
Page 4 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
18. Is this facility located on Indian country? (check one)
Yes ❑ No
19. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Printed name of
Signer of Applicant
ViA_TY Vk g UC 000_6 0 H- (Gc-
Title
Date
North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false
statement representation, or certification in any application, record, report, plan, or other document files or
required to be maintained under Article 21 or regulations of the Environmental Management Commission
implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring device or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable
by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section
1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both,
for a similar offense.)
Page 5 of 5 C-MI 10108

Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
April 8, 2011
Mr. Carl Baker, Deputy Public Works Officer
Public Works Division
MCB Camp Lejeune
1005 Michael Road
Camp Lejeune, North Carolina 28542
Subject: Engineering Alternative Analysis (EAA)
Permit NCO089079
Permit NCO089061
Borrow Pits 2, 3, and 10
Onslow County
Dear Mr. Baker:
The Division of Water Quality (Division) has reviewed your Engineering Alternative Analysis (EAA) for
the Borrow Pits 2, 3, and 10. The Division concurs with the conclusions and recommendations of the
EAA. The EAA you have submitted is sufficient to meet the Alternative Analysis requirements for a new
discharge.
The Division will now proceed to the permitting of the discharge. The entire permitting process may take
between 60 and 120 days. If the draft permits causes significant protests from local citizens, governmental
organizations, and/or environmental groups a public hearing may be scheduled and issuance of the final
permit may be further delayed. In some cases the Division may modify or deny the request for a new
permit based on the public hearing results.
If you have any questions about the NPDES permit process, contact me at the following e-mail address -
ser [e-mail], or telephone number 919-807-6393.
cc: NPDES File
Wilmington Regional Office/Surface Water Protection
Louise Slater (e-mail copy)
MACTEC Engineering and Consulting
3301 Atlantic Ave., Raleigh, NC 27604
Mailing Address Phone [phone]
1617 Mail Service Center - Fax [phone]
Raleigh, NC 27699-1617
Sincerely,7 ,
Sergei Chemikov, Ph.D.
Environmental Engineer II
Complex NPDES Permitting Unit
Location 1�1QrethCarolina
512 N. Salisbury St. aturallJ
Raleigh, NC 27604
Internet: www.ncwateroualitv.ore Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Engineering Alternatives Analysis
1. Determination that proposed discharge is allowed
Several potential restrictions exist to wastewater discharge to surface waters. These are:
• Zero flow stream restrictions
• Receiving stream classification restrictions
• Basinwide Water Quality Plans
• Impaired waters and TMDLs
• Presence of endangered species
Borrow pits 2 and 3 for construction of the new Base Entry Point and Road at Marine Corps Base (MCB)
Camp Lejeune are proposed to discharge to Northeast Creek in the White Oak River Basin, Onslow
County. The drainage area of Northeast Creek at the discharge points is approximately 50 square miles.
Northeast Creek is a tidally affected stream up to the highway 24 road crossing, approximately 1.5 miles
upstream of the discharge points. There are no zero flow stream restrictions on Northeast Creek.
Northeast Creek (19-16-(3.5)) is classified as an SC, HQW, NSW. It is also classified as a primary nursery
area (PNA). According to 15A NCAC 02B .0224 (1) (b) (ii), new or expanded wastewater discharges in
High Quality Waters have limitations on discharges of total suspended solids (TSS) of 10 mg/I for trout
waters and PNAs and 20 mg/I for all other High Quality Waters. Based on this Rule, effluent is limited to
10 mg/I for TSS.
Basinwide Water Quality Plans for the White Oak River Basin indicate that Northeast Creek is part of the
New River watershed, which is contained entirely within Onslow County. It drains portions of Hoffman
State Forest, the City of Jacksonville, the Village of White Oak, and MCB Camp Lejeune. The discharge
points for dewatering borrow pits 2 and 3 are located on Northeast Creek between ambient monitoring
stations PA 10 and PA 11. This is near the transition from impaired to non impaired water quality status
for aquatic life. The stream reach upstream of PA 10 at Highway 24 is rated impaired to its headwaters.
According to the state 303(d) list, Northeast Creek 19-16-(3.5)a is listed as impaired for aquatic life in
non -shellfish harvesting waters due to low pH and chlorophyll a and supporting for recreation.
Northeast Creek 19-16-(3.5)b is supporting for aquatic life. There is no TMDL developed for Northeast
Creek.
According to the 404/401 permit developed for the Base Entry Road, there are few Threatened/
Endangered (T/E) species in Northeast Creek. These are the manatee, American alligator, and short
nosed sturgeon. Of these manatee sightings are rare. Short nosed sturgeon sightings are historic,
meaning they haven't been seen in over 50 years in this location. The manatee and short nosed
MACTEC Engineering and Consulting, Inc.
MCB Camp Lejeune Base Entry Road
NPDES Individual Wastewater Discharge Permit Application
P:\6470\09\Camp Lejeune\Borrow Pits\NPDES Individual Permit\Engineering Alternatives Analysis
1

sturgeon are subject to section 7 of the Endangered Species Act (ESA). The alligator is listed as
threatened due to similarity of appearance. It is not subject to section 7 of the ESA.
2. Projections for population and flow
The discharge request is not due to wastewater generated by domestic populations. This is limited to
wastewater discharge to dewater a borrow pit to construct the Base Entry Point and Road at MCB Camp
Lejeune. Therefore population projections are irrelevant to this discharge. Flow projections have been
conservatively developed. It was assumed that the entire borrow pit would be dewatered from one well
located in the center of each pit in order to excavate in the dry. Operationally, the pits will be excavated
in cells, which discharge less water because some water may be stored in other cells. More water will
be pumped from borrow pit 2 because it is slightly larger than borrow pit 3 and the ground water table
is closer to the ground surface. Based on these conservative calculations, a maximum of 720,000 GPD
will be pumped from borrow pit 2 and a maximum of 216,000 GPD will be pumped from borrow pit 3. It
is highly unlikely that groundwater will be pumped from the pits simultaneously. The plan is to remove
suitable fill from borrow pit 3 and when that pit is exhausted to move to borrow pit 2; therefore, both
pits will not be operating simultaneously.
3. Evaluate technically feasible alternatives.
Borrow pits 2 and 3 are intended to be used for two years during the construction of the Base Entry
Road at MCB Camp Lejeune. These are not intended to be permanent discharges. Once borrow pits
have been excavated to their design depth, they are intended to be graded so there is a 3:1 slope or
flatter down to the water line and a 2:1 slope or platter below the water line. They will then be
permanently stabilized in place. No additional pumping from these pits is anticipated. Alternatives to
be considered include connecting to an existing wastewater treatment system, land application,
wastewater reuse, direct discharge, and a combination of alternatives.
It is not considered feasible to connect fresh groundwater from a borrow pit to an existing wastewater
treatment plant (WWTP). Adding too much freshwater would impair the media (i.e. kill the bugs) used
in digesting domestic wastewater. Furthermore, a new sewer line would need to be constructed to tie
the borrow pits to the existing sanitary sewer lines. The cost to direct this water from the borrow pits to
the WWTP on base is not supported by the short term nature of the dewatering operations, nor does
this quantity of freshwater into the system support the ability of the WWTP to treat domestic
wastewater.
Land application is not feasible. MCB Camp Lejeune currently does not have a permit to land -apply, nor
is there suitable land nearby where it could be applied because large spray areas are required. The land
surrounding the borrow pits is used for military operations. It is a shorter distance and less cost to
discharge to Northeast Creek than to an area that may be suitable to land -apply.
MACTEC Engineering and Consulting, Inc.
MCB Camp Lejeune Base Entry Road
NPDES Individual Wastewater Discharge Permit Application
P:\6470\09\Camp Lejeune\Borrow Pits\NPDES Individual Permit\Engineering Alternatives Analysis
2

In general, wastewater reuse is not feasible because there is insufficient demand for the quantity of
water that will be removed from the borrow pits in the dewatering process. With that being said, some
of the water from the borrow pits could be used to control dust or moisten the soil as part of the road
bed construction process. Using water from the borrow pits for this operation conserves potable water
for domestic use on Base.
Direct discharge is the most feasible option. Dewatering is intended to keep the construction site
cleaner and operations running smoother by excavating fill material in the dry rather than in the wet.
The pollutant of greatest concern is total suspended sediment (TSS). To limit TSS, discharge will be
pumped from cells within the borrow pit to a stilling basin and from there to the bank of Northeast
Creek. Before the water is discharged into Northeast Creek, it will be run through a sediment filter bag
which will serve as another level of treatment and as a means of dispersing the flow and slowing it down
before it enters the creek. If necessary PAM can be added to the stilling basin to encourage settling of
sediment and produce cleaner discharge.
4. Evaluate economic feasibility of alternatives
If discharge were to be pumped to the WWTP serving MCB Camp Lejeune, an 8-inch force main would
be required to carry 500 gpm from the borrow pits to the sanitary sewer trunk line. This connector
provides a full flow velocity in the pipe of 3.2 ft/sec and a friction loss of 0.465 feet/100 feet. This
system would require additional design cost and a wastewater extension permit in addition to the
construction cost. Typical construction cost for an 8-inch ductile iron force main would average
approximately $42 per linear foot (source R.S. Means estimating guide 22nd annual edition — 2007). In
addition to cost, this process could add months to the schedule, potentially causing construction delays.
Adding this much freshwater to the WWTP could also be detrimental to treatment of domestic
wastewater.
Land application of wastewater from the borrow pits is not feasible for several reasons. First, a geologic
study is required to ensure soils are suitable for infiltration and that there is enough separation between
the soil surface and seasonal high water table. A permit to land apply wastewater is required and a
spray irrigation system would have to be designed. The permit and design process is estimated to cost
$50,000. In order to dewater 500 gpm seven days a week, two or three big spray irrigation guns are
needed at a cost of $40,000 per gun. Assuming 1 inch of wastewater can be applied per week, 186 acres
are needed for this volume of water. Even if soil infiltration capacity is such that it can handle more
than 1 inch per week, a very large area is required for the spray field. Large tracts of land are not readily
available near the borrow pits so significant cost and effort would be needed to pipe the water from the
borrow pit to the spray field and these areas would not be available for military tactical operations for a
period of time, which is detrimental to the mission of MCB Camp Lejeune.
The most economically feasible option is discharging into Northeast Creek. Costs related to this option
include the cost of pumping and maintaining the pump and associated intake and discharge lines, the
MACTEC Engineering and Consulting, Inc.
MCB Camp Lejeune Base Entry Road
NPDES Individual Wastewater Discharge Permit Application
P:\6470\09\Camp Lejeune\Borrow Pits\NPDES Individual Permit\Engineering Ahernatives Analysis
3

stilling basin, and maintenance of the sediment filter bag at the end of the pipe serving as both a filter
and a level spreader. A potential cost is for polyacrylamide (PAM) application in the stilling basin to
encourage more settling of TSS.
Of these three options, discharging water from the borrow pits into Northeast Creek has the lowest
capital cost by far and lower recurring costs.
MACTEC Engineering and Consulting, Inc.
MCB Camp Lejeune Base Entry Road
NPDES Individual Wastewater Discharge Permit Application
P:\6470\09\Camp Lejeune\Borrow Pits\NPDES Individual Permit\Engineering Alternatives Analysis
4

BOO -ate Pit Z
1`1 C B 'C..Et w,p L. f eu,..L�
Predicting Radius of Influence Under Pumping Conditions
From Cooper & Jacob 1946 (See Driscoll pg 219)
s = [264Q/T] x log [0.3Tt/r2S]
Where: s = drawdown in ft at distance r from pumping well
Q = pumping rate in gpm
T = transmissivity in gpd/ft
t = time since pumping started in days
r = distance in ft from pumping well
S = storage coefficient (0.001 for confined, 0.2 for unconfined)
Proposed Well:
Q =
500 gpm
T =
5000 gpd/ft
S =
0.2
t (days) =>
1
10
100
365
r (ft)
s (ft)
s (ft)
s (ft)
s (ft)
1
102.30
128.70
155.10
169.95
10
49.50
75.90
102.30
117.15
20
33.61
60.01
86.41
101.25
30
24.31
50.71
77.11
91.95
40
17.71
44.11
70.51
85.36
50
12.60
39.00
65.40
80.24
60
8.42
34.82
61.22
76.06
70
4.88
31.28
57.68
72.52
80
1.82
28.22
54.62
69.46
90
-0.88
25.52
51.92
66.76
100
-3.30
23.10
49.50
64.35
200
-19.19
7.21
33.61
48.45
300
-28.49
-2.09
24.31
39.15
400
-35.09
-8.69
17.71
32.56
500
-40.20
-13.80
12.60
27.44
600
-44.38
-17.98
8.42
23.26
700
-47.92
-21.52
4.88
19.72
800
-50.98
-24.58
1.82
16.66
900
-53.68
-27.28
-0.88
13.96
1000
-56.10
-29.70
-3.30
11.55
2000
-71.99
-45.59
-19.19
-4.35
2250
-74.69
-48.29
-21.89
-7.05
2500
-77.11
-50.71
-24.31
-9.47
2750
-79.30
-52.90
-26.50
-11.65
3000
-81.29
-54.89
-28.49
-13.65
3250
-83.13
-56.73
-30.33
-15.48
3500
-84.83
-58.43
-32.03
-17.18
3750
-86.41
-60.01
-33.61
-18.76
4000
-87.89
-61.49
-35.09
-20.24
4250
-89.28
-62.88
-36.48
-21.63
4500
-90.59
-64.19
-37.79
-22.94
4750
-91.83
-65.43
-39.03
-24.18
5000
-93.00
-66.60
-40.20
-25.36
5250
-94.12
-67.72
-41.32
-26.48

based on Driscoll correlation with density from split -spoon
k= 106.5 gpd/ft^2 sampling
T=k*b b= 46.75 ft based on NCDENR hydro framework database
T= 4978.875 gpd/ft
T= 4979 gpd/ft Driscoll
If center of pit well
Need 16 ft of drawdown minimum
Further distance from pit is NE corner near C, approx. 820 ft
Therefore:
A = 1600 ft
B=820ft
C = 4020 ft (2xA+B)
Based on above, no discernible drawdown in image well
Note: negative drawdown values indicate no measureable drawdown is expected at these locations
Reference:
Driscoll, Fletcher G., 1986. Groundwater and Wells, 2nd edition. Johnson Division, St. Paul, MN, 1089 p.

C
Borrau)
Predicting Radius of Influence Under Pumping Conditions
From Cooper & Jacob 1946 (See Driscoll pg 219)
s = [264Q/T] x log [0.3Tt/r2S]
Where: s = drawdown in ft at distance r from pumping well
Q = pumping rate in gpm
T = transmissivity in gpd/ft
t = time since pumping started in days
r = distance in ft from pumping well
S = storage coefficient (0.001 for confined, 0.2 for unconfined)
Proposed Well:
Q = 150 gpm
T = 3621 gpd/ft
S = 0.2
t(days) =>
1
10
100
365
r (ft)
s (ft)
s (ft)
s (ft)
s (ft)
1
40.85
51.78
62.72
68.87
10
18.97
29.91
40.85
47.00
20
12.39
23.33
34.26
40.41
30
8.54
19.47
30.41
36.56
40
5.80
16.74
27.68
33.83
50
3.69
14.62
25.56
31.71
60
1.95
12.89
23.83
29.98
70
0.49
11.43
22.36
28.51
80
-0.78
10.16
21.09
27.24
90
-1.90
9.04
19.97
26.12
100
-2.90
8.04
18.97
25.12
200
-9.48
1.45
12.39
18.54
300
-13.33
-2.40
8.54
14.69
400
-16.07
-5.13
5.80
11.95
500
-18.19
-7.25
3.69
9.83
600
-19.92
-8.98
1.95
8.10
700
-21.38
-10.45
0.49
6.64
800
-22.65
-11.72
-0.78
5.37
900
-23.77
-12.83
-1.90
4.25
1000
-24.77
-13.84
-2.90
3.25
2000
-31.36
-20.42
-9.48
-3.33
2250
-32.47
-21.54
-10.60
-4.45
2500
-33.48
-22.54
-11.60
-5.45
2750
-34.38
-23.44
-12.51
-6.36
3000
-35.21
-24.27
-13.33
-7.19
3250
-35.97
-25.03
-14.10
-7.95
3500
-36.67
-25.74
-14.80
-8.65
3750
-37.33
-26.39
-15.45
-9.31
4000
-37.94
-27.00
-16.07
-9.92
4250
-38.52
-27.58
-16.64
-10.49
4500
-39.06
-28.12
-17.19
-11.04
4750
-39.57
-28.64
-17.70
-11.55
5000
-40.06
-29.12
-18.19
-12.04
5250
-40.52
-29.59
-18.65
-12.50

Borrow Area 3
based on Driscoll correlation with density from split-
k= 106.5 gpd/ft^2 spoon sampling
T=k"b b= 34 ft based on NCDENR hydro framework database
T= 3621 gpd/ft
T= 3621 gpd/ft Driscoll
If center of pit well
Need 5 ft of drawdown minimum
Further distance from pit is S corner near D', approx. 760 ft
Therefore:
A = 600 ft
B = 760 ft
C = 1960 ft (2xA+B)
With pumping at 150 gpm
Drawdown at B= 5.37
Drawdown at C= no discernible
So theoretical drawdown (B-C) = 5.37
Note: negative drawdown values indicate no measureable drawdown is expected at these locations
Reference:
Driscoll, Fletcher G., 1986. Groundwater and Wells, 2nd edition. Johnson Division, St. Paul, MN, 1089 p.

RU
(, Legend
a TARAWA BOULEVARD ` 9
n.
a C Outfall Location 1
U '7
D Roads rl
o
Borrow Pit Boundary .�
Outfa1110 >-
m Q Camp Lejeune Boundary j
I ST. MARYS'DR
In E
m
W SETH
� I't'I4
41rn
qM
� sA_ C� •
`G9�o
Source: USDA:
Natural Resources Conservation Service
NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTIC
FY10 MCON PROJECT 1382
BASE ENTRY ROAD
BP-2 & BP-3 OUTFALLS TO NORTHEAST CREEK
10 1,000 2,000
Feet
CAMP LEJEUNE - JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA
FIGURE 1 January 2011

' 3 4 5
I �g
LEGEND N 1 1 W
y I i5
1
PERMIT BOUNDARY I
(16.74 AC) Z w o so no
r�) IIIII N
TEMP HAUL ROAD (O21 AC)CID
Q 1 1
10
7
t;
PERMIT BOUNDARY
IKAI` RC
I
03:59 03 P �,I 20-2011
If ss/
029447
NOTES: � yiF� t'
- 25' UN -EXCAVATED BUFFER j II _ \ F4 , s INE ? C
!. WATER HANDLED BY THE STILLING BASIN AND SKIMMER IS PRIMARILY In (TYP.)�'�
PUMPED GROUNDWATER (NOT STORMWATER)TO FACILITATE EXCAVATION
BELOW WATER TABLE._,
STILLING POND I � :�
DTI
2. CONTRACTOR SHALL MANAGE WATER WITHIN THE PIT ITSELF TO THE W/SKIMMER
m DISCHARGE I \
EXTENT POSSIBLE USING TEMPORARY DNERS/ONS.IF WATER MUST BE 15'X45' (APPROXI \\ou
PUMPED FROM PIT TO SPECIAL STILLING BASIN, CONTRACTOR SHALL < SEE DETAIL
PROTECT THE PUMP INLET (WET WELL OR SIMILAR) TO MINIMIZE m RIP RAP STILLING BASIN 0 FALL — \ e l� I \ MACTEC I RK&K JV
ENTRAINED SEDIMENT. % \.
3. SKIMMER ORIFICE TO BE SIZED BY CONTRACTOR USING NORTH CAROLINA
EROSION AND SEDIMENTATION CONTROL MANUAL DESIGN GUIDELINES TEMP STREAM C SS/NG
LVERT-36' D/A EO
USING PUMP RATE AS DETERMINED /N THE FIELD. UN ENT) % �_ is \ i 1 11 \\�
4. CONTRACTOR IS RESPONSIBLE FOR DISCHARGING WATER IN COMPLIANCE
WITH THE NC GENERAL STORMWATER PERMIT CRITERIA I ;��
,NC NBE EXCAVATION AREA LORE ' _ I tl^
5. SITE /S LOCATED /N ONSLOW COUNTY, NORTH CAROL/NA suw
6. CONTRACTOR SHALL CLEAR AND GRUB THE AREA WITHIN THE PERMIT
j BOUNDARY LIMITS 1N ACCORDANCE WITH THE BASE ENTRY ROAD (P/382) TURE
SPECIFICATIONS. / /�. LOOP C �I ` ti;\� _ E
a
7. GROUNDWATER OR PRE-TREATED GROUND AND STORMWATER WITHIN THE
PIT WHICH MEETS THE WATER QUALITY CRITERIA CAN BE DISCHARGED
VIA A TEMPORARY STILLING BASIN OR SPECIAL STILLING BASIN /N 1 I f�... j -•-jj
ACCORDANCE WITH THE DETAILS. THE INTENT IS TO KEEP THE CLEAN AND
SEDIMENT LADEN WATER STREAMS FROM M/XING,AND REDUCING THE p� STABILIZED ENTRANCE ('-- C
LOAD ON THE STILLING BASINS. AI— I ; / L 1 1 + CO .T
r) d
8. POND ELEVATION WILL FLUCTUATE WITH CHANGING GROUND WATER ZQ 1 _ CL ~
LEVELS AND STORMWATER EVENTS.LLJ
9. LYNCHBURG FINE SANDY LOAM. TEMP CULV RT - Cii I 8 ~
(18' EQUN NT) I� nll i ii ~ii nl i i Z z d
II ;2:
MEJ x
F1 li �! i n ii ii 1 i u m
W
' 11 IZ1 1 11 11 1 N //
I a h • IT ,.• Lu
Qc
AS NOTED
H� It 1 I 1 li ll l/It it
it
It
it
II .la.x0.
/. 11 1 1 1 11 I/ ll 1 / ON.NG ND.
12559342A
� 2

in
EXCAVATION THA
FLOW FROM ST w BASIN A-2 TO THE EXIS ING
NCE TOWARDS THE END
0 E I (P1382) CONSTRUCTION.
` COORDINATE; P/T- WI EXCAVATION AS NEEDED.
STABILIZED
L ENTRANCE
i
I
PERMIT BOU
4.
25'UN-EX AVATED
8UF R (TYPJ
P CULVERT
4N EQUIVALENT))
04,
EXCAVATION - AOEA_N
STILLING POND--/
WISKIMMER
DISCHARGE
15'X45'(APPROX)
SEE DETAILS
RIP RAP STILLING
BASIN OUTFALL
50'UN-DISTURBED BUF
FROM WETLANDS ((
EXCAVATION AREA
44
f
WATER HANDLED B)` T STILLI BA AND SKIMMER IS RIMARI A
PED GROU A '- ORMWATER) TO.:ACIL/`FATE TION
BE R TAB
CONTRACTOR ANAGE WATER WITHIN THE PIT SELF To T
T
T , OSSIBLE USING TEMPORARY DIVERSIONS.IF ATE
1-4 T BE
PUMPED FROM PIT TO SPECIAL STILLING BASACONT HALL PROI ECT TH SI, E-
PUMP INLET (WET WELL OR SIMILAR) TO MINIMIZE ENTRAINED SEDIMENT..
3. SKIMMER ORIFICE TO BE SIZED BY CONTRACTOR USING NORTH. CAROLINA
EROSION AND SEDIMENTATION CONTROL MANUAL DESIGN GUIDEAINES
PUMP RATE AS DETERMINED IN THE FIELD
4. CONTR OR IS RESPONSIBLE FOR DISCHARGING WATER IN COMPLIANCE
WITH T NC GENERAL STORYWATER PERMIT CRITERIA :
5. CONTRACTOR SHOULD CONFIRM THAT UTILITIES WITHIN THE FOOT PRINT
AVE BEEN RELOCATED OR ABANDONED PER PHASE I(PI382)
6. fTE IS LOCATED IN ONSLON COUNTY, NORTH CAROLI
CO TOR SHALL CLEAR AND GRUB TH A WITHIN THE PERMIT 04:01:32_P 1-20-2011
\,.BOUND LIMITS IN ACCORDANCE WIT THE BASE ENTRY ROAD (PI382)'.' (-051
!FICA
GROU ATER PRE -TREAT D GROUND AND STORYWATER WITHIN THE
W ICH M ETS TH QUALITY CRITERIA CAN BE DISCHARGED VIA e,
TE ORARY T G BASIN OR SPECIAL STILLING BASIN IN ACCORDANCE
H E DETAILS.THE INTENT IS TO KEEP THE CLEAN AND SEDIMENT
N ATER STREAMS FROM MIXINGAND REDUCING THE LOAD ON THE
SINS. DT7
V N W1 F E WIT H ING GROUND WATER m
ST MWATER EVEN ow
MACTEC I RK&K JV
NO
UP
.S
im. Na J-
­T. -11.
C,4
IL
E
t
LEGE u
z
PERMIT BOUNDARY 0
(14.34 AC)
TEMP HAUL ROAD (0.32 AC) z
NEW BOY SCOU ROAD
{F ,
z
AS NOTED
■
................
3,
CG402

i�I
TEMPORARY SNG BASIN
AG)
CONSTRUCTION ACCESS ROAD
4 FL01
41
STREAM CHANNEL
CLASS B RIP RAP
A Existing Ground
f Sediment Control Stone
J Outlet to Existing Ground
did be sized based on the volume of
pi,
flow rate), quantity and type
permittivity of the given bag size per
ications.
Ad also be given to location. (Steep
typically not recommended as the bag
can handle a 2", 3" or 4" discharge
NATURAL be placed along any edge by making
GROUND _
t he tothefabric, n sertinhoseviawire, ties, clamp, the hose rope
a good seal.
area and performance of the bag,
ble/porous surface such as hay bales,
Take care to select a media that will
• use of a ground cloth can alleviate
'g.
s be taken to properly monitor
FzLTO FABRIC re that pump rates or concentrations
excessive. Failure to do so may
Ste discharges into one bag. One bag
:ommended.
toff from the bag should be dispersed.
.ausing erosion.
bag when capacity as defined by the
NOTE: PIPES) FOR TEMPORARY STREAM CRO,hed. Properly dispose of used
BANKFULL FLOW, WHICHEVER IS LESSe•
: sediment bag when pumping to
Ming properly. Replace bags that are
Ir otherwise not performing effectively.
NAMAC
:55:08 P �I-20-2011
SW
029447
A RK
MACTEC I RK&K JV
CONSLR. CGMTM...
,—IC MARX M0.
12559371A
tipA &9
CG530
IN
i
0

(TEMPORARY STREAM CROSSING
WM.
SPECIAL STILLING BASIN
(FILTER BAG)
Existing Ground
am
;A 6" •57 STONE IN ACCORDANCE Special Stilling Basin
WITH SECTION 1005 OF NC DOT
STANDARD SPECIFICATION
� - Existing Terrain
.�. / 03:55:OSpP�1iF4�� 20-2011
CROSS PIPE(s): SIZE / (-OS'
j DETERMINED BY
CONTRACTORSEAL
02844T a
g nw _ :w
_- — 15.0' to 20.0' J ----- --
1 — -- THI
—
S� J
STREAM CHANNEL
8" of Sediment Control Stone
CUSS B RIP RAP CLASS B RIP RAP Filter Fabric --- MACTEC / RKSK IV
�A Not To Scale
PLAN VIEW
NATURAL
GROUND
/ STONE, 6" DEPTH (MIN.)
NATURAL
GROUND
10:1
;LASS B RIP RAP
) (SEE NOTE)
"A.
SECTION A -A
Wr TO SLUE
NOTE: PIPES) FOR TEMPORARY STREAM CROSSING SHALL BE DESIGNED TO PASS THE PEAK OR
BANKFULL FLOW, WHICHEVER IS LESS, FROM A 2-YEAR PEAK STORM, WITHOUT OVER TOPPING.
I
NOTES:
1. Provide Stabilized Outlet to Existing Ground
2. Sediment bags should be sized based on the volume of
LDS
JRs
water being pumped (pump flow rate), quantity and type
SNN
of sediment and the permittivity of the given bag size per
GSP
manufacturer specifications.
uTM
3. Consideration should also be given to location. (Steep
E
sloped surfaces are typically not recommended as the bag
may roll.)
' FvF
4. Each sediment bag can handle a 2", 3" or 4" discharge
Z
hose. The hose can be placed along any edge by making
g
a small incision into the fabric, inserting the hose and then
clamping the fabric to the hose via wire, ties, clamp, rope
or similar to create a good seal.
X
5. To improve surface area and performance of the bag,
1
w
V'
J
place it on a permeable/porous surface such as hay bales,
N ,C
a
aggregate or similar. Take care to select a media that will
00 O
C7
not damage the bag * use of a ground cloth can alleviate
p
damage from occurring.
Z'
6. Care should always be taken to properly Monitor
C
(D
performance to ensure that pump rates or concentrations
O Wcr
of sediment are not excessive. Failure to do so may
Z
cause bag to fail.
:
7. Avoid multiple pipe discharges into one bag. One bag
m
per discharge is recommended.
8. Filtered water runoff from the bag should be dispersed.
Z
3
Take care to avoid causing erosion.
uA
w
E
Z
Np
9. Replace sediment bag when capacity as defined by the
W-
w
manufacturer is reached. Properly dispose of used
—'
sediment bag off site.
u
a
10. Routinely inspect sediment bag when pumping to
ensure it is functioning properly. Replace bags that are
torn, at capacity, or otherwise not performing effectively.
a
Z
NAVFAC ORAWIM
No.
12559'_
WET 68A
CG530
_. ,_

Ghernikov, Sergei
From: Chernikov, Sergei
Sent: Friday, January 28, 2011 11:04 AM
To: '[e-mail]'
Subject: FW: application for a new permit (Camp Lejeune)
Louise,
I have reviewed the new permit application that you submitted on January 27, 2011 and found several deficiencies that
have to be corrected.
1) Complete evaluation of discharge alternatives. The Division requires applicants for new and
expanding discharge permits to fully document all alternatives to surface water discharge (15A NCAC
2H.0105 (c)(2)). Each discharge alternative should be thoroughly evaluated and each conclusion
should be substantiated by appropriate documents and itemized budgets. The Alternatives Analysis
that you have submitted with your application is not sufficient to satisfy our requirements. You need to
provide itemized budget for each alternative, including land application, and wastewater reuse (this
option is currently missing from you analyses). One example of the supporting documentation is a
quote from the real estate agent/company with an estimate of cost for the land parcel needed for spray
irrigation. You can use a County Soil Survey to determine suitability of soil for land application, there
is no need for a geological study or for a soil consultant.
2) Please provide a list of any chemicals found in detectable amounts in the groundwater at the site, with
the maximum observed concentration reported for each chemical. Please include volatile organic
compound analysis, EPA method 624/625 should be performed.
Please let me know if you have any questions.
Thank you!
Sergei
Sergei Chernikov, Ph.D.
Environmental Engineer II
Complex Permitting Unit
Phone: [phone], fax [phone]
1617 Mail Service Center
Raleigh, NC 27699-1617
Express mail: 512 North Salisbury St.
Raleigh, NC 27606
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
1

I V.
NPDES Permit Rating Work Sheet D Regular Addition
E3 Discretionary Addition
O Score change, but no
NPDES No.: I_I_I_I_I_I_I_f_I _I status change
D Deletion
Facility Name:
I E 1 01 R I&I O! Vl1 I_I� I�ITI S 1_I 2-1_1 A, I g I D 1_I 3 1
City: It. I HI f� I_! L-I E 1�1 E
Receiving water: ! N LC) Igl=1 4 _E-
Reach Number. I I-54—
is this facility a steam clecWc power plant (SiC=4911) is this permit for a municipal separate storm sewer
with one or more of the following characterisda7 serving a population greater than 100,0007
1. Pourer output 500 MW or greater (not using a coding pond/fake)
2. A nuclear power plant ❑ �Y ; score is 700 (stop here)
3. Cooling water discharge greater than 25% of the receiving stream's 7010 flow rate W NO (continue)
❑ YES; score is 600 (stop here) [NO (continue)
FACTOR 1: Toxic Pollutant Potential
PCS SIC Code: I_I_+_I_I Primary SIC Code: 1 4 I -1� 1 2-1
Other SIC Codes:
Industrial Subcategory Code: 1 U I 0 10 1 (Code 000 If no subcategory)
Determine the Toxicity potential from Appendix A. Be sure to use the TOTAL toxicity potential column and check one)
Toxicity Group Code Points Toxicity Group Code Points Toxicity Group Code Points
U No process ❑ 3. 3 15 ❑ 7. 7 35
waste streams 0 0 ❑ 4. 4 20 ❑ 8. 8 40
❑ I. 1 5 ❑ 5. 5 25 ❑ 9. 9 45
❑ 2. 2 10 ❑ 6. 6 30 ❑ 10. 10 s0
Code Number Checked: i O 1 1
Total Points Factor 1: 1 01 01
FACTOR 2: Flow/Stream Flow Volume (complata atthar5actton A orSacAon 6; cheek only one)
Section A Wastewater Flow Only Considered
Section B Wastewater and Stream Flow Considered
Wastewater Type
Code
Points
Wastewater Type
Percent ofln;tream
Code
Points
(See Instructions)
(See Insructions)
Wastewater Concen-
Type I: Flow < 5 MGD
❑
11
0
tntion at Receiving
Flow 5 to 10 MG
D
12
10
Stream tow Flow
Flow >10 to 50 MGD
❑
D
13
14
20
30
TYPE 11111:
< 10%
❑
41
0
Flow> SC MOD
T),pe It: Flow <1 MGD
❑
21
10
2 10% to <50%
❑
42
10
Flow 1 to 5 MGD
❑
22
20
2 50%
❑
43
20
Flow >5 to 10 MOD
❑
23
30
Flow >10 MOD
❑
24
SO
Type II:
< 10%
D
51
0
/
Type il!: Flow <1 MGD
O/
31
C
2 10% to <SO%
❑
52
20
Flow 1 to 5 MOD
❑
32
10
Flow >5 to 10 MOD
❑
33
20
?r 50%
0
53
30
Flow > i C MCD
O
34
30
Code Checked trorr 5ect;on A or B: I
Total Points Factor 2: ! 0 10

NPOES Permit Rating Work Sheet
FpkcToR 3: conventional Poliutonh NPDES No.: I�I_I,I_lrl_I_I_I�(
(only when kmNoe bi` F+)e pormll)
f. G•xyger G!-ianding Pdiut,n imr- one) lr j BCD ❑ COD ❑ Other:
Code
Points
i Prrnl; UmiV. (c�rcl �,e
��
<100 lbsiday
1
0
' 00 to 1000 ibs/day
2
5
.1000 to 1000 lbs/day
3
15
U
>3000lbs/day
4
20
'Ma! ,;r;Pendrd 5a!id: '`SS`
Code
Points
Permit ':ml s: :rz?
<100 lbs/day
1
0
t�
tC0 to 1000lbs/day
2
5
A00 to 5000 Ibs/day
3
15
Q
>5000lbs/day
4
20
C. Nit gen Foi!.�r. rr. �r..1
❑ Ammonia
D Other _. .
Nitrccer Eauiwlent
Code
Points
Permit Urr , tut2ci onr;
�
e300 Ibs/day
1
0
100 to 1 OOO lbs/day
2
5
D
>1000 to 3000lbs/day
3
15
❑
>3000lbs/day
4
20
Code Checked; I! I
Points Scored: I D I DI
Code Checked: I {
Points Scored: 101al
Code Checked: I I
Points Scored: 10 i I
Total Points Factor 3: I-D-1 5 I
4: Pule iiE+ratth Impact
tbe-e a public r. akie,y water supply located within S 0 mlies downstream of the effluent discharge (this indudes any body of
;rfe to Wh:: it the rece-Wng water Is a rrtlwtnry)7 A public drinking water supply may Include infiltration galleries, or other
,n(ho61s of —inclance that ultimately get tvater from the above referenced supply.
} 1' yes, cheat wxi.::. -xential number below)
no, gc.:(, Factor
r)etermfne' he human health toxlctty potential from Appendix A. Use the same SIC code and subcategory reference as In Factor 1.
(tie
uri- tc ase the human h.Taith toxicity group column -- • check one below)
r'r, •lrft, Iitrup Cod,? Points Toxicity Group Code
Points
Toxldty Group
Code
Prints
i] !`!o Pnxe 3. 3
0
❑ 7.
7
15
streams 0 0 4. 4
0
❑ a.
8
20
❑ 0 ❑ 5 5
5
❑ 9.
9
25
(� 2. 2 0 ti 6
10
Cl 10.
10
30
Code Number Checked: I_I_i
Total Points Factor 4:
2

r--
NP©ES Permit Rating Work Sheet
FACTOR 5: Wafer Gudity Factors NPDES No.: I_ I,IlI�I_I_I_I_I_l
A. Is (or will) one or more of the effluent discharge limits based on water quality factors of the receiving stream (rather than
technology -based federal effluent guidelines, or technology -based state effluent guidelines), or has a wastelood allocation
been assigned to the discharge?
Code Points
❑/Ya 1 10
t� No 2 0
B. 1s the receiving water In compliance with applicable water quality standards for pollutants that are water quality limited in
the permit?
Code Points
2---Yes 1 0
❑ No 2 5
C. Does the effluent discharged from ibis facility exhibit the reasonable potential to violate water quality standards due to whole
effluent toxicity?
Code Points
❑ /Yes 1 10
3 No 2 0
Code Number Checked: A 12 -1 B t l i C I", I
Prints Factor 5: A; 6 (0I + B I _�j( + C t (::>i = 10 I U! TOTAL
FACTOR 6: Proximity to Near Coastal Waters
A. Base Score. Enter Now code here (from Factor 2): 13 1_(_I
Check appropriate facility HPRI Code (from PCS):
Enter the multiplication factor that corresponds
to the Now code: 1 0 1 0
HPRI M Code HPRI Score
Flow Code Multiplication Factor
❑ 1 1 20
11,31,or41 0. DO
❑ 2 2 0
12, 32, or 42 0.05
/
13, 33, or 43 0.10
[3' 3 3 30
14 or 34 0.15
❑ 4 4 0
21 or 51 0.10
22 or S2 0.30
O 5 5 20
23 or 53 0.60
HPRI code checked: 13 1
24 1.00
Base Score; (HPRI Score) 30 x (Multiplication Factor) O
O (TOTAL POINTS)
B. Additional Points — NEP Program
C. Additional Points — Great lakes Area of Concern
For a fadilty that has on HPRI code of 3, does the facility
For a facility that has an HPRI code of S, does the fad/try
discharge to one of the estuaries enrolled In the National
discharge any of the pollutants of concern into one of the
Estuary Protection (NEP) program (see Instructions) or
Great Lakes' 31 areas of concern (see Instructions)
the Chesapeake Say?
Code Points
Code Points
O/Yes 1 10
D/Yes 1 1C
l7 No 2 0
2 No 2 0
Code Number Checked A 1 3 1 B 12-1
C I 2-1
Points Factor 6: A I n t 0! + B I V 1 01 +
CIO 101 = 1 O ! TOTAL
3

r I , As
NPDES Permit Rating Work Sheet
SCORE SUMMARY
NPDES No.:
Factor
Description
Total Points
1
Toxic Pollutant Potential
0
2
Flowfstreamflow Volume
O
3
Conventional Pollutants
L
4
Public Health impacts
O
S
Water Quality Factors
6
Proximity to Near Coastal Waters
O
TOTAL (Factors 1 through 6)
_5_
Sl. is the total score equal to or greater than 807 ❑ Yes (Facility is a major) E No
S2. If the answer to the above question is no, would you like this facility to be discretionary major?
l:� No
❑ Yes (Add 500 points to the above score and provide reason below:
Reason:
NEW SCORE: 5
OLD SCORE:
4
Reviewer's Name
U -
Phone Number
Date

NCO089061 - Borrow Pits 2 and 3
Outfall #: 002
Outfall #:
003
Latitude: 34043'32"
Latitude:
34043'23"
Longitude: 77022'58"
Longitude:
77022'11"
Receiving Stream: Northeast Creek
Receiving Stream:
Northeast Creek
Stream Class: SC -NSW HQW
Stream Class:
SC -NSW HQW
Subbasin: 03-05-02
Subbasin:
03-05-02
River Basin: White Oak
River Basin:
White Oak
Hydrologic Unit: 03020301
Hydrologic Unit:
03020301
G
Facility
Location
Onslow County
✓V (�L�L Map not to scale

G<�q�
ni
«�
NCO089061 - Borrow Pits 2 and 3
Outfall #:
002
Latitude:
34043'32"
Longitude:
77022'58"
Receiving Stream: Northeast Creek
Stream Class:
SC -NSW HQW
Subbasin:
03-05-02
River Basin: White Oak
Hydrologic Unit: 03020301
Outfall #:
003
Latitude:
34043'23"
Longitude:
77022' 11"
Receiving Stream: Northeast Creek
Stream Class:
SC -NSW HQW
Subbasin:
03-05-02
River Basin:
White Oak
Hydrologic Unit: 03020301
Facility
Location
����llQQ
Onslow County
�//odA ✓ Map not to scale