NCS000290_03_Camp Lejeune 2013 Outfall Monitoring Plan Part I_20200908

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Stormwater Outfall Monitoring Plan
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4_. . NAVFAC Mid-Atlantic Division
• CONTRACT N40080-10-D-0304
NIWF7AIC DELIVERY ORDER WE23
June 2013

STORMWATER OUTFALL MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE
AND MCAS NEW RIVER, NORTH CAROLINA
Prepared for:
NAVAL FACILITIES ENGINEERING COMMAND
MID-ATLANTIC DIVISION
NORFOLK, VIRGINIA 23511
Navy Technical Representative: David J. Cotnoir, P.E.
Contract: N40080-1 0-D-0304
Delivery Order: WE23
Final, June 2013
AH Environmental Engineering, PC
201 N. Front Street, Suite 501 ��� . A O A dyp
Wilmington, NC 28401 Si ' 4y
[phone]
NC Firm License No. C-3533
039176
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STORMWATER OUTFALL MONITORING PLAN
, MCIEAST-MCB CAMP LEJEUNE
AND MCAS NEW RIVER TABLE OF CONTENTS
ACRONYMS AND ABBREVIATIONS v
CERTIFICATION ix
RECORD OF REVISIONS AND AMENDMENTS xi
EXECUTIVE SUMMARY xiii
1. INTRODUCTION 1-1
1.1 BACKGROUND 1-1
1.2 STORMWATER DISCHARGE PERMIT 1-2
1.3 STORMWATER OUTFALL MONITORING PLAN FORMAT 1-5
2. OUTFALL MONITORING REQUIREMENTS 2-1
2.1 ANALYTICAL MONITORING REQUIREMENTS 2-1
2.1.1 Analytical Monitoring Schedule 2-4
2.1.2 Benchmark Analytical Values 2-4
2.2 QUALITATIVE MONITORING/VISUAL OBSERVATION POINT REQUIREMENTS 2-5
2.3 ANALYTICAL SAMPLING AND VISUAL OBSERVATION LOCATIONS 2-7
2.4 REPORTING AND RECORDKEEPING REQUIREMENTS 2-9
2.4.1 Annual Monitoring Reports 2-9
2.4.2 Test Procedures for Analysis of Pollutants 2-9
2.4.3 pH, EPA 150.2Records Retention 2-10
2.4.4 Procedure for Annual Submittals 2-10
2.4.5 Twenty-Four Hour Reporting 2-11
2.4.6 Additional Reporting Requirements 2-12
3. STORMWATER SAMPLE COLLECTION 3-1
3.1 PLANNING FORA MEASURABLE STORM EVENT 3-1
3.2 SAMPLE COLLECTION AND ANALYSIS 3-3
3.2.1 Initial Preparations for Sampling 3-3
3.2.2 Sample Collection 3-5
3.2.3 Chain-of-Custody Procedures 3-7
3.3 COLLECTION OF NON-ANALYTICAL PARAMETERS 3-8
4. ANALYTICAL SAMPLING POINT LOCATIONS 4-1
5. VISUAL OBSERVATION POINT LOCATIONS 5-1
5.1 AMPHIBIOUS BASE (AB) 5-5
5.2 AIR STATION (AS) 5-7
5.3 COURTHOUSE BAY(CB) 5-9
5.4 CAMP JOHNSON (CJ) 5-11
5.5 FRENCHS CREEK(FC) 5-13
5.6 HADNOT POINT(HP) 5-15
5.7 LANDFILL (LF) 5-17
5.8 NAVAL HOSPITAL (NH) 5-19
5.9 OLD HOSPITAL (OH) 5-21
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STORMWATER OUTFALL MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE
AND MCAS NEW RIVER TABLE OF CONTENTS
5.10 RIFLE RANGE (RR) 5-23
5.11 SANDY RUN (SR) 5-25
5.12 CAMP GEIGER (TC) 5-27
5.13 WALLACE CREEK(WC) 5-29
6. REFERENCES AND WORKS CONSULTED 6-1
APPENDICES
APPENDIX #OF PAGES
A. NPDES Permit Number NCS000290 47
B. Outfalls with Regulated Industrial Activity 10
C. Technical Memorandum to NCDENR DWQ 9
D. NCDENR DWQ Letter of Approval for Modifications to NPDES Permit Number
NCS000290 1
E. Blank Stormwater Discharge Outfall Monitoring Report 2
F. Blank Stormwater Discharge Outfall Qualitative Monitoring Report 2
G. Stormwater Discharge Outfall Qualitative Monitoring Report Supplement SWU-
242A: Guidance for Rating Stormwater Discharge 10
H. Blank Annual Summary Data Monitoring Report 3
I. Summary of Analytical Sampling Results from 2007 to 2012 4
J. Blank Camp Lejeune Simple Method Runoff Volume Spreadsheet 1
K. Complex Method for Calculating Flow Rate 4
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STORMWATER OUTFALL MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE
AND MCAS NEW RIVER TABLE OF CONTENTS
LIST OF TABLES
TABLE PAGE
Table E-1 Representative Outfalls for Analytical Monitoring xiv
Table E-2 Analytical Sampling Parameters xv
Table E-3 Monitoring Schedule xv
Table E-4 Visual Observation Points xvi
Table E-5 Semi-Annual Qualitative Monitoring Parameters xvii
Table 1-1 Receiving Waters of Camp Lejeune 1-4
Table 2-1 Representative Outfalls for Analytical Monitoring 2-2
Table 2-2 Analytical Sampling Parameters 2-3
Table 2-3 Monitoring Schedule 2-4
Table 2-4 Visual Observation Points 2-5
Table 2-5 Semi-Annual Qualitative Monitoring Parameters 2-6
Table 3-1 Sample Container Summary 3-3
Table 4-1 Representative Outfalls for Analytical Monitoring 4-1
Table 4-2 Analytical Sampling Point Figures 4-2
Table 5-1 Visual Observation Points 5-1
Table 5-2 Visual Observation Point Figures 5-2
Table 5-3 Amphibious Base VOPs 5-5
Table 5-4 Air Station VOPs 5-7
Table 5-5 Courthouse Bay VOPs 5-9
Table 5-6 Camp Johnson VOPs 5-11
Table 5-7 Frenchs Creek VOPs 5-13
Table 5-8 Hadnot Point VOPs 5-15
Table 5-9 Landfill VOPs 5-17
Table 5-10 Naval Hospital VOPs 5-19
Table 5-11 Old Hospital VOP 5-21
Table 5-12 Rifle Range VOPs 5-23
Table 5-13 Sandy Run VOP 5-25
Table 5-14 Camp Geiger VOPs 5-27
Table 5-15 Wallace Creek VOPs 5-29
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LIST OF FIGURES
FIGURE FOLLOWING PAGE
Figure 1-1 Camp Lejeune Vicinity Map 1-2
Figures 4-1 to 4-7 Map and Photo Figures for Analytical Sampling Points 4-2
Figures 5-1 to 5-5 Map and Photo Figures for Visual Observation Points at Am-
phibious Base 5-5
Figures 5-6 to 5-14 Map and Photo Figures for Visual Observation Points at Air
Station 5-7
Figures 5-15 to 5-17 Map and Photo Figures for Visual Observation Points at
Courthouse Bay 5-9
Figures 5-18 to 5-19 Map and Photo Figures for Visual Observation Points at
Camp Johnson 5-11
Figures 5-20 to 5-30 Map and Photo Figures for Visual Observation Points at
Frenchs Creek 5-13
Figures 5-31 to 5-49 Map and Photo Figures for Visual Observation Points at Had-
not Point 5-15
Figures 5-50 to 5-51 Map and Photo Figures for Visual Observation Points at
Landfill 5-17
Figures 5-52 to 5-53 Map and Photo Figures for Visual Observation Points at Na-
val Hospital 5-19
Figure 5-54 Map and Photo Figures for Visual Observation Point at Old
Hospital 5-21
Figures 5-55 to 5-59 Map and Photo Figures for Visual Observation Points at Rifle
Range 5-23
Figure 5-60 Map and Photo Figures for Visual Observation.Point at Sandy
Run 5-25
Figures 5-61 to 5-63 Map and Photo Figures for Visual Observation Points at
Camp Johnson 5-27
Figures 5-64 to 5-67 Map and Photo Figures for Visual Observation Points at Wal-
lace Creek 5-29
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"" STORMWATER OUTFALL MONITORING PLAN
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AND MCAS NEW RIVER ACRONYMS&ABBREVIATIONS
ACRONYMS AND ABBREVIATIONS
pg/I micrograms per liter
AB Amphibious Base
AH AH Environmental Engineering, PC
AS Air Station
BMP best management practice
CB Courthouse Bay
CERCLA Comprehensive Environmental Response, Compensation, and
Liability Act of 1980
CFR Code of Federal Regulations
CJ Camp Johnson
COC chain-of-custody
COD chemical oxygen demand
CWA Clean Water Act of 1972
DCE dichloroethene
DENR Department of Environment and Natural Resources
DMR data monitoring report
DOD Department of Defense
DWQ Division of Water Quality
ECB Environmental Compliance Branch
EMD Environmental Management Division
EPA Environmental Protection Agency
FC Frenchs Creek
GIS Geographic Information Systems
gpm gallons per minute
GPS global positioning system
GS general statute
HDPE high density polyethylene
HP Hadnot Point
HQW high quality waters
ID identifier
LF Landfill
MCAS Marine Corps Air Station
MCB Marine Corps Base
MCIEAST Marine Corps Installations East
MCO Marine Corps Order
MGD million gallons per day
mg/L milligrams per liter
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MS4 municipal separate storm sewer system
MSW municipal solid waste
N/A not applicable
NAD North American Datum
NAVFAC MIDLANT Naval Facilities Engineering Command Mid-Atlantic Division
NC North Carolina
NELAC National Environmental Laboratory Accreditation Conference
NH Naval Hospital
NOAA National Oceanic and Atmospheric Administration
NPDES National Pollutant Discharge Elimination System
NPL National Priorities List
NSW nutrient sensitive waters
NWS National Weather Service
OH Old Hospital
OU Operable Unit
OWS oil/water separator
PCA tetrachloroethane
PCE tetrachloroethene
POL petroleum, oil, lubricant
PWD Public Works Department
Q total flow
ROD Record of Decision
RR Rifle Range
SDO Stormwater Outfall Discharge
SWOMP Stormwater Outfall Monitoring Plan
SWPPP Stormwater Pollution Prevention Plan
TC Camp Geiger
TCE trichloroethene
TMDL Total Maximum Daily Load
TN total nitrogen
TSS total suspended solids
TP total phosphorus
UPS United Parcel Service
US United States
USMC United States Marine Corps
UTM Universal Transverse Mercator
VOA volatile organic analysis
VOC volatile organic compound
VOP visual observation point
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WC Wallace Creek
WTP water treatment plant
WWTP wastewater treatment plant
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"" STORMWATER OUTFALL MONITORING PLAN
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CERTIFICATION
OF
STORMWATER OUTFALL MONITORING PLAN
I certify under penalty of law that this Stormwater Outfall Monitoring Plan and all at-
tachments were prepared under my direction or supervision in accordance with a sys-
tem designed to assure that qualified personnel properly gather and evaluate the in-
formation submitted. Based on my inquiry of the person or persons who manage the
system or those persons directly responsible for gathering the information, the infor-
mation submitted is to the best of my knowledge and belief true, accurate, and com-
plete. I am aware that there are significant penalties for submitting false information
including the possibility of fine and imprisonment for knowing violations.
Director, Environmental Management Division Marine
Corps Installations East - Marine Corps Base Camp
Lejeune, North Carolina
Date
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r � AND MCAS NEW RIVER RECORDS OF REVISIONS AND AMENDMENTS
RECORD OF REVISIONS AND AMENDMENTS
All revisions and amendments to the Stormwater Outfall Monitoring Plan are, and will
continue to be, summarized in the following table. The Environmental Management
Division is responsible for maintaining an updated copy of the Plan at all times.
Table R-1 Record of Revisions and Amendments
Organization Reviewing Description of
Date Responsible for Organization Revision/Amendment Initials
Revision/Amendment
Camp Lejeune
November AMEC Earth & Environmental Stormwater Outfall Monitoring N/A
2005 Environmental, Inc. Management Plan
Division
Camp Lejeune
June AH Environmental Environmental Updated Stormwater Outfall
2013 Engineering, PC Management Monitoring Plan
Division
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EXECUTIVE SUMMARY
The National Pollutant Discharge Elimination System (NPDES) program was estab-
lished under the authority of the Federal Clean Water Act of 1972 (CWA). The current
NPDES program is in Phase II and includes requirements for industrial activities as
defined by Title 40 of the United States (US) Code of Federal Regulations (CFR)
122.26 (b)(14), construction activities that disturbed one acre or more, and any publi-
cally owned and operated municipal separate storm sewer system (MS4). In North
Carolina (NC), the NPDES stormwater program is administered by the Department of
Environmental and Natural Resources (DENR), Division of Water Quality (DWQ).
On April 1, 2011, Marine Corps Installations East — Marine Corps Base Camp Lejeu-
ne and Marine Corps Air Station New River (referred to collectively as Camp Lejeune
within this document) were issued NPDES permit number NCS000290 by NCDENR
DWQ. The NPDES permit authorizes the point source discharge of stormwater runoff
and specifies non-stormwater discharges from Camp Lejeune to the receiving waters
specified in the permit. The permit is in accordance with the requirements established
for Phase I and Phase II of the NPDES program.
Camp Lejeune's NPDES Phase II permit allows development of a Camp Lejeune-
wide stormwater monitoring plan as an alternative to implementing the requirements
of the individual NC general permits identified in Section H of the NPDES permit. This
Stormwater Outfall Monitoring Plan (SWOMP) shall apply to any stormwater dis-
charge outfall (SDO) at Camp Lejeune that receives runoff from a regulated industrial
activity (as defined in the NPDES permit and in 40 CFR 122.26 (b)(14)). Implementa-
tion of the Camp Lejeune SWOMP constitutes compliance with the monitoring re-
quirements found in Section H of the NPDES permit (refer to paragraph 4 of Section
H of NPDES Permit No. NCS000290 —Appendix A).
The Naval Facilities Engineering Command Mid-Atlantic Division contracted AH/BC
Navy JV, LLC (operating in North Carolina as AH Environmental Engineering, PC
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STORMWATER OUTFALL MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE
r ",r AND MCAS NEW RIVER EXECUTIVE SUMMARY
[AH]), under Contract N40080-10-D-0304 (Delivery Order WE23), to update the Camp
Lejeune SWOMP.
ANALYTICAL MONITORING REQUIREMENTS
On May 9, 2013, Camp Lejeune submitted a technical memorandum to NDENR DWQ
that sought approval of modifications to the analytical sampling points specified in the
previous SWOMP based on the results of the 2012 Stormwater Pollution Prevention
Plan (SWPPP) field assessments. The modifications were approved by NCDENR
DWQ on May 20, 2013. Appendix C contains the technical memorandum. Appendix D
contains the NCDENR DWQ letter of approval for modifications to NPDES Permit No
NCS000290. Table E-1 contains the current representative industrial outfalls ap-
proved for analytical sampling.
Table E-1 Representative Outfalls for Analytical Monitoring
Representative
Base Area Outfall (Analytical Industrial Activities
Sampling Point) Represented
Air transportation operations; ground transporta-
Air Station OAS-005 tion operations; bulk fuel storage and transfer;
warehousing and storage
Air Station OAS-018 Air transportation operations
Camp Geiger OTC-003 Warehousing and storage; bulk fuel storage and
transfer _
Frenchs Creek OFC-003 Ground transportation operations
Hadnot Point OHP-004 Ground transportation operations
Hadnot Point OHP-008 Ground transportation operations; warehousing
and storage; wood product manufacturing
Wallace Creek OWC-001 Ground transportation operations
Notes:
1) Outfalls designated as analytical sampling points must also be qualitatively monitored semi-
annually.
2) As stated in the 2013 SWPPP report.
Table E-2 identifies the parameters required to be monitored at each representative
outfall. Camp Lejeune is currently not required to monitor for ethylene glycol; howev-
er, according to the NPDES permit, ethylene glycol shall be monitored for the next
measurable storm event following its use as a de-icing agent.
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'':. `, STORMWATER OUTFALL MONITORING PLAN
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�l AND MCAS NEW RIVER EXECUTIVE SUMMARY
Table E-2 Analytical Sampling Parameters
Parameter Measurement Sample Units Benchmark
Frequencyl Type Value
Total Suspended Solids Semi-Annual Grab2 mg/L 100 mg/L3
(TSS)
Oil and Grease Semi-Annual Grab2 mg/L 15 mg/L3
pH Semi-Annual Grab2 Standard Units Within the 3
range 6.0—9.0
New Motor Oil Usage Annual Estimate gallons per N/A
month
Total Flow (Q) Semi-Annual N/A gallons per N/A
minute (gpm)
Event Duration Semi-Annual N/A Minutes N/A
Total Rainfall4 Semi-Annual N/A Inches N/A
Notes:
1) Measurement Frequency:
a. Semi-Annual:Twice per year during a measurable storm event.A measurable storm
event is a storm event that results in an actual discharge from the permitted site outfall.
The previous measurable storm event must have been at least 72 hours prior.The 72
hour storm interval does not apply if the permittee is able to document that a shorter in-
terval is representative for local storm events during the sampling period, and the per-
mittee obtains approval from the local DWQ Regional Office.
b. Annual: New motor oil usage will be estimated and reported once per year. The esti-
mate will be based on the quantities of recycled used oil that is reported annually for
the Camp Lejeune Qualified Recycling Program and Pollution Prevention Program.
2) Grab Sample: Defined in the NPDES permit (Part VIII, Definitions) as "an individual sample col-
lected instantaneously. Grab samples that will be directly analyzed or qualitatively monitored must
be taken within the first 30 minutes of discharge."
3) Benchmark value equivalent to value stated in NCDENR DWQ General Permit Number
NCG080000.
4) For each sampled measureable storm event,the total precipitation must be recorded.
The analytical monitoring shall be completed according to the monitoring schedule
presented in Table E-3.
Table E-3 Monitoring Schedule
Monitoring Sample Start Date End Date
Period Number
Year 1 1 April 1, 2011 March 31, 2012
Year 2 2 April 1, 2012 March 31, 2013
Year 3 3 April 1, 2013 September 30, 2013
4 October 1, 2013 March 31, 2014
Year 4 5 April 1, 2014 September 30, 2014
6 October 1, 2014 March 31, 2015—
—
Year 5 7 April 1, 2015 September 30, 2015
8 October 1, 2015 March 31, 2016
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STORMWATER OUTFALL MONITORING PLAN
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QUALITATIVE MONITORING REQUIREMENTS
In addition to analytical sampling requirements, Camp Lejeune performs stormwater
discharge qualitative monitoring, or visual observations, at each designated outfall
point, or VOP, listed in Table E-4. These outfalls are identified in the 2013 Stormwater
Pollution Prevention Plan (SWPPP) update. Appendix B presents detailed information
for each outfall.
The NPDES permit requires semi-annual visual observations at all industrial SDOs,
regardless of representative outfall status. NCDENR requires the visual observations
be performed twice per year, once in the spring (April - June) and once in the fall
(September- November), at each industrial stormwater outfall.
Table E-4 Visual Observation Points
Base Area Visual Observation Points'
Amphibious Base (AB) OAB-001. OAB-002, OAB-003, OAB-006, OAB-007 _
OAS-001, OAS-002, OAS-003, OAS-004, OAS-0052,
Air Station (AS) OAS-006, OAS-014A, OAS-014B, OAS-0182, OAS-021,
OAS-030, OAS-032
Camp Geiger (TC) OTC-0032, OTC-004, OTC-005, OTC-008
Camp Johnson (CJ) OCJ-001, OCJ-004A, OCJ-004B
Courthouse Bay (CB) OCB-001, OCB-013, OCB-014
OFC-001, OFC-002, OFC-0032, OFC-004, OFC-005,
Frenchs Creek (FC) OFC-006A, OFC-006B, OFC-006C, OFC-008,
OFC-009, OFC-012, OFC-013, OFC-026, OFC-027
OHP-001, OHP-002A, OHP-002B, OHP-003, OHP-0042,
OHP-005, OHP-006A, OHP-006B, OHP-006C,
OHP-0082, OHP-010, OHP-011, OHP-012, OHP-013A,
Hadnot Point (HP) OHP-013B, OHP-015, OHP-017, OHP-018A,
OHP-018B, OHP-019A, OHP-019B, OHP-019C,
OHP-019D, OHP-020, OHP-021A, OHP-021B,
OHP-022, OHP-024, OHP-035, OHP-038
Landfill (LF) OLF-001, OLF-002
Naval Hospital (NH) ONH-001, ONH-002
Old Hospital (OH) OOH-001
Rifle Range (RR) ORR-001, ORR-003, ORR-012, ORR-013, ORR-014
Sandy Run (SR) OSR-001
Wallace Creek (WC) OWC-0012, OWC-002, OWC-003, OWF-001, OWF-002
Notes:
1) VOPs based on the 2013 SWPPP report that identified each outfall that receives stormwater run-
off from any regulated industrial activity.
2) These VOPs are also analytical sampling points.
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l�l ? AND MCAS NEW RIVER EXECUTIVE SUMMARY
Table E-5 identifies the required qualitative monitoring parameters for each industrial
outfall.
Table E-5 Semi-Annual Qualitative Monitoring Parameters
Discharge Characteristics Frequency Monitoring Location'
Color Semi-Annual SDO
Odor Semi-Annual SDO
Clarity Semi-Annual SDO
Floating Solids Semi-Annual SDO
Suspended Solids Semi-Annual SDO
Foam Semi-Annual SDO
Oil Sheen Semi-Annual SDO
Other Indicators of Pollution Semi-Annual SDO
Note:
1) Monitoring Location: VOPs have been defined for each industrial SDO and are present-
ed in Section 5.1.
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AND MCAS NEW RIVER INTRODUCTION
1. INTRODUCTION
The Naval Facilities Engineering Command Mid-Atlantic Division (NAVFAC MID-
LANT) contracted AH/BC Navy JV, LLC (operating in NC as AH Environmental Engi-
neering, PC [AH]), under Contract N40080-10-D-0304, Delivery Order WE23, to up-
date the Stormwater Outfall Monitoring Plan (SWOMP) for Marine Corps Installations
East (MCIEAST) — Marine Corps Base (MCB) Camp Lejeune and Marine Corps Air
Station (MCAS) New River. This document refers to MCIEAST-MCB and MCAS col-
lectively as Camp Lejeune.
1.1 BACKGROUND
Established in 1941, Camp Lejeune's mission is to maintain combat-ready units for
expeditionary deployment and to prepare troops for combat and humanitarian mis-
sions abroad. Camp Lejeune is located in eastern Onslow County, North Carolina
(NC), and is bordered to the north by State Route 24, to the west by United States
(US) Route 17, and to the southeast by the Atlantic Ocean. Camp Lejeune houses the
headquarters of Marine Forces Atlantic, the command of all East Coast Marine Corps
forces.
Also established in 1941, MCAS New River supports and enhances the combat read-
iness of the Marine Corps Aviation Combat Element and Department of Defense
(DOD) units. MCAS New River is located in the same vicinity as MCB Camp Lejeune
in eastern Onslow County, NC, and is bordered to the north by State Route 24, to the
west by US Route 17, to the south by Southwest Creek, and to the east by the New
River.
Together, MCB Camp Lejeune and MCAS New River occupy approximately 156,000
acres, including approximately 11 miles of beach. Camp Lejeune operates a 15 mil-
lion gallons per day (MGD) advanced wastewater treatment plant (WWTP), four water
treatment plants (WTP), and a Subtitle D municipal solid waste (MSW) landfill. Camp
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"" STORMWATER OUTFALL MONITORING PLAN
4'� ��` MCIEAST-MCB CAMP LEJEUNE SECTION 1
AND MCAS NEW RIVER INTRODUCTION
Lejeune supports a population of active duty personnel, dependents, retirees, and
civilian employees numbering approximately 170,000. MCB Camp Lejeune and
MCAS New River share various facilities and have common infrastructure and utili-
ties; many aspects of the installations' administration and management overlap; as
such, this SWOMP covers both installations. See Figure 1-1 for the Camp Lejeune
vicinity map.
1.2 STORMWATER DISCHARGE PERMIT
The National Pollutant Discharge Elimination System (NPDES) program was estab-
lished under the authority of the Federal Clean Water Act of 1972 (CWA). Phase I of
the NPDES stormwater program, established in 1990, focused on pollutant source
reduction through site planning and responsible operational and procedural practices.
Phase I covered industrial activities defined by Title 40 of the US Code of Federal
Regulations (CFR) 122.26 (b)(14), construction activities that disturbed five acres or
more, and municipalities with populations of 100,000 or more that owned and operat-
ed a municipal separate storm sewer system (MS4). Phase II of the program expand-
ed coverage to construction activities that disturbed one acre or more and any publi-
cally owned and operated MS4. In North Carolina, the NPDES stormwater program is
administered by the Department of Environmental and Natural Resources (DENR)
Division of Water Quality (DWQ).
On April 1, 2011 Camp Lejeune was issued NPDES Permit Number NCS000290 by
NCDENR DWQ (included as Appendix A). The permit was issued pursuant to the re-
quirements of NC General Statute (GS) 143-215.1 and the Memorandum of Agree-
ment between North Carolina and the US Environmental Protection Agency (USEPA)
(dated May 9, 1994, or as subsequently amended). The permit authorizes the point
source discharge of stormwater runoff and specified non-stormwater discharges from
Camp Lejeune to the receiving waters as specified in the permit.
The purpose of this Stormwater Outfall Monitoring Plan (SWOMP) is to satisfy the
NPDES permit requirement that Camp Lejeune develop a monitoring plan that covers
water quality monitoring at outfalls that receive stormwater runoff from a regulated
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AH Environmental Engineering,PC Stormwater Outfall Monitoring Plan Figure 1-1
MCIEAST-MCB Camp Lejeune, North Carolina

"" STORMWATER OUTFALL MONITORING PLAN
4'� ��` MCIEAST-MCB CAMP LEJEUNE SECTION 1
AND MCAS NEW RIVER INTRODUCTION
industrial activity. All regulated industrial activities at Camp Lejeune were documented
in the Stormwater Pollution Prevention Plan (SWPPP) that was also developed as a
requirement of the NPDES permit. The SWPPP covers all regulated industrial activi-
ties defined in the NPDES permit and in 40 CFR 122.26 (b)(14), and which contains
eleven categories of industrial activity types and references Standard Industrial Clas-
sification (SIC) codes to aid in the classification industrial activities.
This SWOMP applies to any stormwater discharge outfall (SDO) at Camp Lejeune
that receives runoff from a regulated industrial activity. Implementation of the Camp
Lejeune SWOMP constitutes compliance with the monitoring requirements found in
Section H of its NPDES permit (refer to paragraph 4 of Section H of NPDES Permit
No. NCS000290 —Appendix A).
The SWOMP enables Camp Lejeune personnel to collect valid and representative
stormwater data. Table 1-1 identifies Camp Lejeune receiving waters. The industrial
SDOs identified in the 2013 SWPPP report (74 total industrial outfalls) are listed in
Appendix B. The appendix provides the outfall number and outfall location infor-
mation, as well as the drainage area, impervious area, and receiving stream associ-
ated with each industrial outfall.
AH Environmental Engineering, PC 1-3 Final, June 2013
111-95

STORMWATER OUTFALL MONITORING PLAN
, MCIEAST-MCB CAMP LEJEUNE SECTION 1
AND MCAS NEW RIVER INTRODUCTION
Ji1'Fti M:N
Table 1-1 Receiving Waters of Camp Lejeune
Receiving Water Classification' TMDL/listed 303(d)2
Bear Creek SB, NSW 303(d) listed impaired, prohibited
shellfish harvesting, 2012
TMDL Fecal Coliform, 2011
Beaverdam Creek SB, NSW No
Cogdels Creek SC, NSW No
New River SC, HQW,NSW, SA 303(d) listed impaired, prohibited
shellfish harvesting, copper, high pH,
2012
Wallace Creek SB, NSW No
Frenchs Creek SC, NSW No
Edwards Creek SC, NSW No
Strawhorn Creek SC, NSW No
Stick Creek SC, HQW, NSW No
Southwest Creek C, NSW No
Courthouse Bay SA 303(d) listed impaired, prohibited
shellfish harvesting, 2012
Stones Creek SA 303(d) listed impaired, prohibited
shellfish harvesting, 2012
Brinson Creek SC, NSW 303(d) listed impaired, copper, chlo-
rophyll a, 2012
Northeast Creek SC, HQW, NSW No
Scales Creek SC, HQW, NSW No
Wilson Bay SC, HQW, NSW 303(d) listed impaired, copper, 2012
Mott Creek C, NSW No
Morgan Bay SC, NSW No
Farnell Bay SC, NSW No
(1)As per NCDENR
Class C
Waters protected for uses such as secondary recreation, fishing, wildlife, fish consumption, aquatic life including
propagation, survival and maintenance of biological integrity, and agriculture. Secondary recreation includes wading,
boating, and other uses involving human body contact with water where such activities take place in an infrequent,
unorganized,or incidental manner.
Class SC
All tidal salt waters protected for secondary recreation such as fishing, boating, and other activities involving minimal
skin contact;fish and noncommercial shellfish consumption;aquatic life propagation and survival;and wildlife.
Class SB
Tidal salt waters protected for all SC uses in addition to primary recreation. Primary recreational activities include
swimming, skin diving,water skiing, and similar uses involving human body contact with water where such activities
take place in an organized manner or on a frequent basis.
Class SA
Tidal salt waters used for commercial shellfishing or marketing purposes that are also protected for all Class SC and
Class SB uses.All SA waters are also HQW by supplemental classification.
High Quality Waters(HQW)
Supplemental classification intended to protect waters that are rated excellent based on biological and physi-
cal/chemical characteristics through Division monitoring or special studies, primary nursery areas designated by the
Marine Fisheries Commission,and other functional nursery areas designated by the Marine Fisheries Commission.
Nutrient Sensitive Waters(NSW)
Supplemental classification intended for waters needing additional nutrient management due to being subject to ex-
cessive growth of microscopic or macroscopic vegetation.
(2)TMDL-Total Maximum Daily Load for impaired waters as listed in 303(d)of the CWA.
AH Environmental Engineering, PC 1-4 Final, June 2013
111-95

STORMWATER OUTFALL MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE SECTION 1
M:N AND MCAS NEW RIVER INTRODUCTION
Ji1'Fti
1.3 STORMWATER OUTFALL MONITORING PLAN FORMAT
The SWOMP presents information in seven sections with supplemental information
provided in the appendices.
• Section 1 contains background and summary information, the content and
format of the SWOMP, and a list of the receiving waters for Camp Lejeune.
• Section 2 of this plan outlines the outfall monitoring requirements. This sec-
tion lists the rules, which if followed, will enable Camp Lejeune to meet the
monitoring requirements stated in the permit. The rules are presented as a
synopsis of the sampling requirements.
• Section 3 serves as a comprehensive set of instructions for Camp Lejeune's
sampling personnel. This section is designed as a stand-alone section that
should be distributed to each of the sampling crew members.
• Section 4 of this plan provides detailed information on industrial outfalls with
both analytical sampling and visual observation points.
• Section 5 of this plan provides detailed information on industrial outfalls with
visual observation points.
• Section 6 lists references and works consulted for development of this docu-
ment.
AH Environmental Engineering, PC 1-5 Final, June 2013
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STORMWATER OUTFALL MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE SECTION 1
AND MCAS NEW RIVER INTRODUCTION
This page left blank intentionally.
AH Environmental Engineering, PC 1-6 Final, June 2013
111-95

"" STORMWATER OUTFALL MONITORING PLAN
4'� ��` MCIEAST-MCB CAMP LEJEUNE SECTION 2
AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
2. OUTFALL MONITORING REQUIREMENTS
This section of the SWOMP details the outfall monitoring requirements in Camp
Lejeune's NPDES permit. This section is divided into two sub-sections. Section 2.1
describes the analytical monitoring requirements for seven representative industrial
outfalls. Section 2.2 describes the qualitative (also referred to as visual) monitoring
requirements for all 74 industrial outfalls. Qualitative monitoring point locations are
also referred to as visual observation points (VOPs).
2.1 ANALYTICAL MONITORING REQUIREMENTS
Camp Lejeune implements an analytical monitoring program in accordance with the
NPDES permit requirements. Analytical samples are collected semi-annually from
seven (7) representative outfalls distributed throughout Camp Lejeune. Analytical
sampling points are located at outfalls that were selected to represent the regulated
industrial activities present at Camp Lejeune, which are primarily ground and air
transportation operations.
On May 9, 2013, Camp Lejeune submitted a technical memorandum to NDENR DWQ
that sought approval of modifications to the analytical sampling points specified in the
previous SWOMP, based on the results of the 2012 SWPPP field assessments. The
technical memorandum also outlined the rationale for selecting the new representa-
tive outfalls. The technical memorandum was approved by NCDENR DWQ on May
20, 2013. Appendix C contains the technical memorandum. Appendix D contains the
NCDENR DWQ letter of approval for modifications to NPDES Permit No NCS000290.
Table 2-1 contains the current representative industrial outfalls approved for analytical
sampling.
AH Environmental Engineering, PC 2-1 Final, June 2013
111-95

STORMWATER OUTFALL MONITORING PLAN
akag, MCIEAST-MCB CAMP LEJEUNE SECTION 2
AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
Table 2-1 Representative Outfalls for Analytical Monitoring
Representative Industrial Activities
Base Area Outfall (Analytical 2
Sampling Point) Represented
Air transportation operations; ground transporta-
Air Station OAS-005 tion operations; bulk fuel storage and transfer;
_ warehousing and storage
Air Station _ OAS-018 Air transportation operations
Camp Geiger OTC-003 Warehousing and storage; bulk fuel storage and
transfer _
Frenchs Creek OFC-003 Ground transportation operations
_ Hadnot Point OHP-004 Ground transportation operations
Hadnot Point OHP-008 Ground transportation operations; warehousing
and storage; wood product manufacturing
Wallace Creek OWC-001 Ground transportation operations
Notes:
1) Outfalls designated as analytical sampling points must also be qualitatively monitored semi-
annually.
2) As stated in the 2013 SWPPP report.
Analytical sampling is to be performed semi-annually at each representative outfall for
all five years of the permit coverage. Analytical results from sampling must be submit-
ted to NCDENR DWQ using the Annual Summary Data Monitoring Report (DMR)
form for the sampling period. All analytical monitoring must be performed during a
measurable storm event, which is a storm event that results in an actual discharge
from the permitted site outfall. The previous measurable storm event must have been
at least 72 hours prior. The 72 hour storm interval does not apply if the permittee is
able to document that a shorter interval is representative for local storm events during
the sampling period, and the permittee obtains approval from the local DWQ Regional
Office.
Grab samples shall be obtained within the first 30 minutes (or as soon thereafter as
practical, but not to exceed one hour) of the initiation of a discharge that results from
a measurable storm event. Each sample shall be preserved in accordance with appli-
cable USEPA requirements (refer to Section 3.2 for more information).
Additional information to be obtained during the monitoring event (as required by the
permit) shall be recorded and reported with the SDO Monitoring Report form. A blank
SDO Monitoring Report form is provided in Appendix E. Completed originals of the
form shall be kept onsite by the SWPPP committee for at least five (5) years.
AH Environmental Engineering, PC 2-2 Final, June 2013
111-95

r STORMWATER OUTFALL MONITORING PLAN
�� �` MCIEAST-MCB CAMP LEJEUNE SECTION 2
M:N AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
Ji1'Fti
The storm event characteristics to be recorded include date, exact location, duration
of the storm event, the rainfall measurement, and the duration between the storm
event sampled and the end of the previous storm event.
In the event that sampling an outfall is not possible due to the absence of measurable
discharge during a particular testing period, Camp Lejeune shall provide written notifi-
cation to NCDENR DWQ using the annual DMR form.
Table 2-2 identifies the parameters required to be monitored at each representative
outfall. The primary industrial activities at Camp Lejeune and within the representative
outfalls are ground and air transportation operations. The NC general permit for air
transportation areas (NCG150000) does not include analytical monitoring require-
ments; therefore, the parameters shown in Table 2-2 are from the NC general permit
for vehicle maintenance areas (NCG080000).
Camp Lejeune is currently not required to monitor for ethylene glycol; however, in ac-
cordance with the NPDES permit, ethylene glycol shall be monitored for the next
measurable storm event following its use as a de-icing agent.
Table 2-2 Analytical Sampling Parameters
Parameter Measurement Sample Units Benchmark
Frequency Type Value
Total Suspended Solids Semi-Annual Grab2 mg/L 100 mg/L3
(TSS)
Oil and Grease Semi-Annual _ Grab2 mg/L 15 mg/L3
Within the
pH Semi-Annual Grab2 Standard Units range 6.0—
9.0
New Motor Oil Usage Annual I Estimate gallons per N/A
month
Total Flow (Q) Semi-Annual N/A gallons per N/A
minute (gpm)
Event Duration I Semi-Annual N/A Minutes N/A
Total Rainfall4 Semi-Annual N/A Inches N/A
Notes:
1) Measurement Frequency:
a. Semi-Annual: Twice per year during a measurable storm event. A measurable storm event
is a storm event that results in an actual discharge from the permitted site outfall. The pre-
vious measurable storm event must have been at least 72 hours prior. The 72 hour storm
interval does not apply if the permittee is able to document that a shorter interval is repre-
AH Environmental Engineering, PC 2-3 Final, June 2013
111-95

STORMWATER OUTFALL MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE SECTION 2
AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
sentative for local storm events during the sampling period, and the permittee obtains ap-
proval from the local DWQ Regional Office.
b. Annual: New motor oil usage will be estimated and reported once per year. The estimate
will be based on the quantities of recycled used oil that is reported annually for the Camp
Lejeune Qualified Recycling Program and Pollution Prevention Program.
2) Grab Sample: Defined in the NPDES permit(Part VIII, Definitions) as "an individual sample col-
lected instantaneously. Grab samples that will be directly analyzed or qualitatively monitored
must be taken within the first 30 minutes of discharge."
3) Benchmark value equivalent to value stated in NCDENR DWQ General Permit Number
NCG080000.
4) For each sampled measureable storm event, the total precipitation must be recorded.
2.1.1 Analytical Monitoring Schedule
The analytical monitoring shall be completed according to the monitoring schedule
presented in Table 2-3.
Table 2-3 Monitoring Schedule
Monitoring Sample IStart Date End Date
Period Number
Year 1 1 April 1, 2011 March 31, 2012
Year 2 2 April 1, 2012 March 31, 2013
Year 3 3 April 1, 2013 September 30, 2013
4 October 1, 2013 March 31, 2014
5 April 1, 2014 September30, 2014
Year 4 6 October 1, 2014 March 31, 2015
Year 5 7 April 1, 2015 September 30, 2015
8 October 1, 2015 March 31, 2016
2.1.2 Benchmark Analytical Values
Analytical monitoring results are compared to the benchmark values presented in Ta-
ble 2-2. When an analytical result exceeds a benchmark value (or falls outside of the
benchmark range, in the case of pH), Camp Lejeune Environmental Management Di-
vision (EMD) personnel conduct an investigation into the potential cause of the ex-
ceedance. EMD personnel conduct site visits at each facility within the drainage area
contributing to an SDO where an exceedance has occurred. A site visit includes visu-
al inspection of the facilities and associated grounds and interviews with applicable
personnel. Based on the results of the investigation, EMD personnel evaluate and
select corrective actions for implementation. If the cause of the exceedance cannot be
identified during the investigation, a follow up sampling event is conducted during the
next measurable storm event.
AH Environmental Engineering, PC 2-4 Final, June 2013
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STORMWATER OUTFALL MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE SECTION 2
AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
2.2 QUALITATIVE MONITORING/VISUAL OBSERVATION POINT REQUIREMENTS
In addition to analytical sampling requirements, Camp Lejeune performs stormwater
discharge qualitative monitoring, or visual observations, at each designated outfall
point, or VOP, listed in Table 2-4. These outfalls are identified in the 2013 SWPPP
update. Appendix B presents detailed information for each outfall.
The NPDES permit requires semi-annual visual observations at all industrial SDOs,
regardless of representative outfall status. NCDENR requires the visual observations
be performed twice per year, once in the spring (April - June) and once in the fall
(September - November), at each industrial stormwater outfall. Visual monitoring is
conducted for the purpose of evaluating the effectiveness of the SWPPP program and
assessing new or potential sources of stormwater pollution.
Table 2-4 Visual Observation Points
Base Area Visual Observation Points'
Amphibious Base (AB) L OAB-001. OAB-002, OAB-003, OAB-006, OAB-007
OAS-001, OAS-002, OAS-003, OAS-004, OAS-0052, OAS-
Air Station (AS) 006, OAS-014A, OAS-014B, OAS-0182, OAS-021, OAS-030,
OAS-032
Camp Geiger(TC) OTC-0032, OTC-004, OTC-005, OTC-008
Camp Johnson (CJ) OCJ-001, OCJ-004A, OCJ-004B
Courthouse Bay(CB) OCB-001, OCB-013, OCB-014
OFC-001, OFC-002, OFC-0032, OFC-004, OFC-005, OFC-
Frenchs Creek (FC) 006A, OFC-006B, OFC-006C, OFC-008,
OFC-009, OFC-012, OFC-013, OFC-026, OFC-027
OHP-001, OHP-002A, OHP-002B, OHP-003, OHP-0042,
OHP-005, OHP-006A, OHP-006B, OHP-006C,
OHP-0082, OHP-010, OHP-011, OHP-012, OHP-013A, OHP-
Hadnot Point (HP) 013B, OHP-015, OHP-017, OHP-018A,
OHP-018B, OHP-019A, OHP-019B, OHP-019C,
OHP-019D, OHP-020, OHP-021A, OHP-021B,
OHP-022, OHP-024, OHP-035, OHP-038
Landfill (LF) OLF-001, OLF-002 _
Naval Hospital (NH) ONH-001, ONH-002
Old Hospital (OH) OOH-001
Rifle Range (RR) ORR-001, ORR-003, ORR-012, ORR-013, ORR-014
Sandy Run (SR) OSR-001
Wallace Creek (WC) OWC-0012, OWC-002, OWC-003, OWF-001, OWF-002
Notes:
1) VOPs based on the 2013 SWPPP report that identified each outfall that receives stormwater run-
off from any regulated industrial activity.
2) These VOPs are also analytical sampling points.
AH Environmental Engineering, PC 2-5 Final, June 2013
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STORMWATER OUTFALL MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE SECTION 2
AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
Outfalls where analytical monitoring is performed are not exempt from qualitative
monitoring requirements. Qualitative monitoring does not need to be performed during
a measurable storm event but must be conducted in a well-lit area. Where practica-
ble, the same individual should carry out the visual outfall assessments for the entire
permit term. Table 2-5 identifies the required qualitative monitoring parameters for
each industrial outfall.
Table 2-5 Semi-Annual Qualitative Monitoring Parameters
Discharge Characteristics Frequency Monitoring Location'
Color Semi-Annual SDO
Odor Semi-Annual SDO
Clarity Semi-Annual SDO
Floating Solids Semi-Annual SDO
Suspended Solids Semi-Annual SDO
Foam Semi-Annual SDO
Oil Sheen Semi-Annual SDO
Other Indicators of Pollution Semi-Annual SDO
Note:
1) Monitoring Location: VOPs have been defined for each industrial SDO and are present-
ed in Section 5.1.
A blank SDO Qualitative Monitoring Report is included in Appendix F. Completed
originals of the form should be kept onsite by the SWPPP committee for at least five
(5) years. Appendix G provides guidance for numerically rating the required qualita-
tive monitoring parameters.
As stated in the NPDES permit, visual observations of significant stormwater pollution
at an SDO shall prompt further investigations into the potential sources and causes of
the pollution. Based on the investigations, Camp Lejeune EMD personnel evaluate
and select corrective actions for implementation. The SWPPP committee maintains a
written record of this process.
If Camp Lejeune is unable to complete qualitative monitoring in a given period as a
result of adverse climatic conditions, the SWPPP committee must maintain documen-
tation of the reason for not performing the visual observations. Adverse weather con-
ditions that may prohibit visual monitoring of stormwater discharge outfalls include
AH Environmental Engineering, PC 2-6 Final, June 2013
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"" STORMWATER OUTFALL MONITORING PLAN
4'� ��` MCIEAST-MCB CAMP LEJEUNE SECTION 2
AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
weather conditions that create dangerous conditions for personnel (e.g. local flooding,
high winds, hurricanes, tornadoes, electrical storms). When conducting visual moni-
toring of outfalls, sampling personnel are required to follow standard safety practices
and wear proper safety equipment.
If qualitative monitoring coincides with a permitted non-stormwater discharge at an
outfall, Camp Lejeune shall separately monitor and report the parameters as required
under the non-stormwater discharge requirements (described in the NPDES permit),
in addition to completing the SDO Qualitative Monitoring Report.
When conducting wet weather visual monitoring at outfalls that receive off-site runoff,
the effects of the off-site runoff can be minimized by conducting the visual observation
within the first ten minutes of stormwater discharge at the VOP.
2.3 ANALYTICAL SAMPLING AND VISUAL OBSERVATION LOCATIONS
Analytical sampling point and VOP locations should always coincide with the current
Camp Lejeune SWPPP report. As part of the 2013 SWOMP development, AH assist-
ed with selecting revised analytical sampling point and VOP locations based on the
2013 SWPPP findings. Appendix C includes the technical memorandum to NCDENR
DWQ that identifies the new analytical sampling points and VOPs. Mapping and pho-
tographs of the analytical sampling points and VOPs are provided in Sections 4 and
5.
In the future, Camp Lejeune may need to update the locations of analytical sampling
points and/or VOPs; however, NCDENR DWQ must be notified if any analytical sam-
pling point or VOP is changed. Ideally, the location should be the actual point of
stormwater discharge ("the outfall"); however, valid samples and visual observations
can be obtained from a variety of locations. Typical sampling and observation loca-
tions include the end of a pipe or culvert, locations along a ditch or channel, and loca-
tions within the stormwater collection system such as at a manhole or curb inlet. A
location where precise channel geometry can be measured is preferred.
AH Environmental Engineering, PC 2-7 Final, June 2013
111-95

"" STORMWATER OUTFALL MONITORING PLAN
4'� ��` MCIEAST-MCB CAMP LEJEUNE SECTION 2
AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
Taking samples and conducting field observations at the point of discharge is not al-
ways feasible. In such cases, the closest upstream location that is still representative
of the entire discharge should be selected. In some instances, due to access prob-
lems, two separate VOPs are required for a single outfall. In all cases, sample collec-
tion points and VOPs must be upstream of waters classified by the State of North
Carolina.
Important criteria in selecting an analytical sampling point/ VOP location include:
• Site access and personal safety
• Representativeness of the stormwater discharge
• Need for logistical support
• Other interferences.
Camp Lejeune should document industrial operations within the monitored outfall's
drainage area. Modifications in the drainage area may influence sampling point / VOP
site selection. Entry of confined spaces is regulated by Occupational Safety and
Health Administration (OSHA) and requires special training and certification.
If new analytical sampling points or VOPs are required in the future, the criteria for the
selection of monitoring locations should be considered. Site preparation for new moni-
toring locations shall include improving access, marking the sampling sites, removing
brush, and installing ladders or handholds, if needed.
Analytical sampling points and VOPs that are tidally influenced should be sampled
(and/or observed) during low tide conditions. If outfalls need sampling or observation
during high, rising, or lowering tidal conditions, the work should be accomplished at
an upstream location. If piped, the sample or observation should be taken at the next
upstream stormwater structure, where tidal conditions are not influencing stormwater
flow. Based on their locations as well as photographic evidence of high water marks
visible on pipes, structures, and vegetation; the following SDOs will likely experience
some form of tidal influence:
• OAB-001
• OAB-002
• OAB-003
AH Environmental Engineering, PC 2-8 Final, June 2013
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"" STORMWATER OUTFALL MONITORING PLAN
4'� ��` MCIEAST-MCB CAMP LEJEUNE SECTION 2
AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
• OAB-006
• OAS-003
• OCJ-002
• OHP-015.
2.4 REPORTING AND RECORDKEEPING REQUIREMENTS
This section presents the reporting and record keeping requirements included in
Camp Lejeune's current NPDES permit.
2.4.1 Annual Monitoring Reports
Results of stormwater outfall sampling, analyzed in accordance with the terms of this
SWOMP and Camp Lejeune's NPDES permit, shall be submitted annually to
NCDENR DWQ using the annual DMR form. A blank annual DMR form is included in
Appendix H. The annual submittals shall be delivered to DWQ no later than 30 days
from the date Camp Lejeune receives the sampling results from the third party labora-
tory.
If no stormwater discharge has occurred from any of the representative analytical out-
falls during the reporting period, Camp Lejeune is required to submit an annual DMR,
within 30 days of the end of the sampling period, giving all required information and
indicating "No Flow" as per NC Administrative Code T15A 02B .0506.
Camp Lejeune shall record the required qualitative monitoring observations on the
SDO Qualitative Monitoring Report form provided by DWQ (blank form provided in
Appendix F). Camp Lejeune shall retain the completed qualitative monitoring forms
onsite; however, visual monitoring results are not required to be submitted to DWQ,
except upon DWQ's specific requirement to do so.
2.4.2 Test Procedures for Analysis of Pollutants
Test procedures for the analysis of pollutants shall conform to the Environmental
Management Commission (EMC) regulations published pursuant to NC GS 143-215.63
et seq, the Water and Air Quality Reporting Acts, and to regulations published pursu-
AH Environmental Engineering, PC 2-9 Final, June 2013
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"" STORMWATER OUTFALL MONITORING PLAN
4'� ��` MCIEAST-MCB CAMP LEJEUNE SECTION 2
AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
ant to Section 304(g), 33 US Code (USC) 1314, of the Federal Water Pollution Con-
trol Act, as Amended, and Title 40 CFR 136.
To meet the intent of the monitoring required by this permit, all test procedures must
produce minimum detection and reporting levels and all data generated must be re-
ported down to the minimum detection or lower reporting level of the procedure. The
following list provides the appropriate analytical testing code to be furnished to the
compliance laboratory on the chain of custody form:
• Total Suspended Solids (TSS), EPA 160.2
• Oil and Grease, EPA 1664A
2.4.3 pH, EPA 150.2Records Retention
Copies of analytical monitoring results and visual monitoring records shall be main-
tained onsite with the SWPPP and the SWOMP, respectively. Camp Lejeune shall
retain records of all monitoring information, including all calibration and maintenance
records, for a period of at least three (3) years from the date of the sample, meas-
urement, or monitoring report. This period may be extended by request of NCDENR
DWQ. A summary of analytical results since 2007 are included in Appendix I.
2.4.4 Procedure for Annual Submittals
A signed copy of all annual monitoring reports shall be submitted to the following ad-
dresses:
• Department of Environment and Natural Resources
Division of Water Quality
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617\
• Wilmington Regional Office
Division of Water Quality
Surface Water Protection
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-2845
AH Environmental Engineering, PC 2-10 Final, June 2013
111-95

r f, STORMWATER OUTFALL MONITORING PLAN
�� MCIEAST-MCB CAMP LEJEUNE SECTION 2
AND MCAS NEW RIVER OUTFALL MONITORING REQUIREMENTS
Ji1'Fti M:N
All annual monitoring reports submitted to DWQ shall be signed by a duly authorized
representative. A person is duly authorized only if:
• The authorization is made in writing by a principal executive officer or ranking
elected official.
• The authorization specified either an individual or a position having responsi-
bility for the overall operation of a regulated facility or activity or an individual
or position having overall responsibility for environmental/stormwater matters.
• The written authorization is submitted to the Director of DWQ.
Any person signing an annual monitoring report shall make the following certification:
"I certify, under penalty of law, that this document and all attachments were
prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons
who manage the system, or those persons directly responsible for gathering
the information, the information submitted is, to the best of my knowledge
and belief, true, accurate, and complete. I am aware that there are signifi-
cant penalties for knowing submitting false information, including the possi-
bility of fines and imprisonment for knowing violations."
2.4.5 Twenty-Four Hour Reporting
Camp Lejeune shall report to the central or regional office of DWQ any noncompli-
ance that may constitute an imminent threat to public health or the environment. Any
information shall be provided orally within 24 hours from the time Camp Lejeune be-
comes aware of the circumstances. A written submission shall also be provided within
five (5) days of the time Camp Lejeune becomes aware of the circumstances.
The written submission shall contain the following:
• A description of the noncompliance, and its causes
• The period of noncompliance, including exact dates and times
• If the noncompliance has not been corrected, the anticipated time compliance
is expected to continue
• Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance.
DWQ may waive the written report on a case-by-case basis if the oral report has been
received within 24 hours.
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2.4.6 Additional Reporting Requirements
Camp Lejeune is subject to the following additional reporting requirements:
• Anticipated Noncompliance: Camp Lejeune shall give notice to the DWQ as
soon as possible of any planned changes at the permitted facility which may
result in noncompliance with the NPDES permit requirements.
• Planned Changes: Camp Lejeune shall give notice to the DWQ as soon as
possible of any planned changes at the permitted facility which could alter the
nature or quantity of pollutants discharged. This notification requirement in-
cludes pollutants that are not specifically listed in the NPDES permit or subject
to notification requirements under 40 CFR Part 122.42(a).
• Non-Stormwater Discharges: If the storm event monitored in accordance
with the NPDES permit coincides with a non-stormwater discharge, Camp
Lejeune shall separately monitor all parameters as required under the non-
stormwater discharge permit and provide this information with the annual
DMR.
• Bypass of Stormwater Control Facilities Reporting: The following bypass
reporting requirements are included in Camp Lejeune's NPDES permit.
- Anticipated Bypass: If Camp Lejeune knows in advance of the need for
a bypass, it shall submit prior notice, if possible, at least ten days be-
fore the date of the bypass; including an evaluation of the anticipated
quality and effect of the bypass.
- Unanticipated Bypass: Camp Lejeune shall submit notice within 24
hours of becoming aware of an unanticipated bypass.
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3. STORMWATER SAMPLE COLLECTION
Camp Lejeune's current NPDES permit requires periodic compliance sampling to be
performed at each of the designated outfalls listed in Table 2-1 of this document. Un-
der Part V, Section C of the NPDES permit, Camp Lejeune is required to perform
analytical sampling only during a measurable storm event. The sampling and record
keeping requirements are provided in Part V, Section C., subsections 1-3 of the
NPDES Permit. The process of stormwater sampling is composed of three key ele-
ments which will ensure that a valid representative sample is collected each time.
These elements include the following:
• Planning for a measurable storm event
• Sample collection and analysis of analytical parameters
• Collection of non-analytical parameters.
Personnel assigned to the task of stormwater sampling should be dutifully trained and
well aware of any health and safety requirements associated with the task. Sampling
personnel should be aware of any confined space requirements and other such haz-
ards (chemical, biological, physical) that may be present at the representative outfalls
prior to sample collection. Supervisory level personnel should prepare their staff ade-
quately to remain in compliance with USEPA order 1440.2, Health and Safety Re-
quirements for Employees Engaged in Field Activities. The following subsections pro-
vide detailed information in order for Camp Lejeune to meet its regulatory obligations.
3.1 PLANNING FOR A MEASURABLE STORM EVENT
Stormwater samples must be collected during a measurable storm event, which is a
storm event that results in an actual discharge from the permitted site outfall. The
previous measurable storm event must have been at least 72 hours prior. An addi-
tional consideration for planning purposes includes the requirement to collect a
stormwater sample with a grab sample technique. This sampling method requires that
the sample is collected within the first thirty minutes of a measurable storm event.
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There are numerous issues that may be encountered during any given sampling
event. The primary issue that may be encountered is a lack of rainfall preventing a
measurable storm event from occurring during sampling attempts. With vigilance, this
issue can be avoided by closely monitoring all incoming weather patterns. It is rec-
ommended that Camp Lejeune monitor all significant incoming storm events prior to
the beginning of any sampling event.
Camp Lejeune may use one of many online resources to determine the likelihood of a
measurable storm event. By comparing the short term precipitation forecast against
active radar, the ability to identify a measurable storm event is possible. The following
online resources are recommended for planning purposes:
• http://www.weather.com
• http://www.wunderground.com
• http://forecast.weather.gov
In addition to the links above, additional content may be found using the following
sources:
• National Oceanic & Atmospheric Administration (NOAA) Radio Broad-
casts: The National Weather Service (NWS) continually develops weather
forecasts for the entire country. This broadcast is active 24 hours a day. A
dedicated radio capable of receiving these broadcasts is required. In North
Carolina, the broadcasts may be on one of the following frequencies: 162.400
MHz, 162.475 MHz, 162.550 MHz, and 162.400 MHz. These broadcasts are
updated once per hour and more frequently during significant storm events.
Although a severe thunderstorm may generate a measurable storm event, the
weather conditions during severe weather may be unsafe.
• Local Radio Broadcasts —This source of information may not provide accu-
rate forecast information; however, this resource may be used to determine if
unsafe sampling conditions are present.
• Local Television Broadcasts — Forecasts from local television are generally
accurate within a 12-hour period. A general indication of a potential measura-
ble storm event may be evident, however, the use of real-time weather data is
highly recommended.
Once a potential measurable storm event has been identified, sampling personnel
should prepare for field work.
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3.2 SAMPLE COLLECTION AND ANALYSIS
Sampling personnel should be prepared for a measurable storm event in advance.
There are many steps that can be taken prior to a measurable storm event to ensure
that a valid representative sample is collected. The following guidance has been pre-
pared to ensure that the sampling procedures and subsequent results remain in com-
pliance with the guidelines provided by the USEPA and NCDENR. The sampling
methodologies and protocols used in this plan were originally provided by and are fur-
ther detailed in USEPA document 833-8-92-001, NPDES Stormwater Sampling Guid-
ance Document.
3.2.1 Initial Preparations for Sampling
In conjunction with identifying when a measurable storm event will occur, sampling
personnel should make preparations in advance of the measurable storm event. As
previously stated in Section 2.1 of this document, there are ten parameters to be col-
lected during each measurable storm event. Of these ten parameters, seven parame-
ters require analytical analysis. Table 3-1 provides an overview of the containers re-
quired for sample collection and analytical analysis.
Table 3-1 Sample Container Summary
Parameter' Sample Container Preservative Sample Holding
Type Type Type Volume Time
Total Suspended Grab2 HDPE x 1 4°C Holding 1000 ml 7 Days
Solids (TSS)
Oil and Grease Grab2 Glass x 2 1 ml, 141°CHCI @ 1000 ml 28 Days
pH Grab2 HDPE x 1 4°C Holding 250 ml Immediate
Notes:
1) Sampling Frequency: TSS, oil and grease, and pH shall be sampled semi-annually in NPDES
permit year 3, year 4, and year 5.
2) Grab Sample: Defined in the NPDES permit(Part VIII, Definitions)as"an individual sam-
ple collected instantaneously. Grab samples that will be directly analyzed or qualitatively
monitored must be taken within the first 30 minutes of discharge."
Sample containers should be prepared for use just prior to a measurable storm event.
This will ensure that the preservatives used will be effective and will also decrease the
chance of contaminating the sample containers prior to their use.
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The sampling personnel should also prepare and maintain a sample collection kit to
ensure that all of the needed equipment will be on hand prior to the measurable storm
event. As some analytical parameters have short holding times, it is essential to be as
prepared as possible in order to expedite the entire sample collection process. The
following items are recommended for inclusion within the sample collection kit:
SAMPLE COLLECTION EQUIPMENT
• Distilled / reverse osmosis water wash bottle
• Sampling extension pole
• Field calibrated pH meter
• pH buffer solution singles for field calibration
• Nitrile gloves w/o powder
• One 500-1000 mL accessory container
SHIPPING EQUIPMENT
• Chain-of-custody (COC) forms
• Packing tape
• Sealable plastic bags, 1-gallon size
• Protective carrying container/ insulated cooler for samples
• Additional distilled water, 500 mL (for rinsing pH probe)
PERSONAL ITEMS
• Personal protection equipment
• Clip board or field book
• Writing implements (ink or pencil)
• Fine-tip permanent marker
• Wrist watch / cellular phone
• Contact information of supervisor
• Safety/ high visibility vest
• Traffic cones
An additional component of field preparation should include an effort to partially com-
plete sample container labels and associated COC forms prior to sample collection.
This process will help shorten time in the field as well as expedite the timely delivery
of collected samples to the analytical laboratory. Information that should be recorded
on the sampling containers as well as the associated COC forms is discussed in Sec-
tion 3.2.3.
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The majority of the sample collection details may be added to the COC forms prior to
sample collection with the exception of the time and date of the sample collection.
Depending on the laboratory used, sampling personnel may need to include an indi-
cation of whether or not the sample is a composite or grab sample.
3.2.2 Sample Collection
When sample collection takes place, sampling personnel should arrive at the outfall(s)
within thirty minutes of the beginning of the measurable storm event. Additionally,
sampling personnel should note when the measurable storm event begins and ends
(the duration of the storm event is required on the annual DMR form). Sampling per-
sonal should remain in compliance with any health and safety plan associated with
the sampling task. Any access or ingress / egress issues should be appropriately ad-
dressed prior to sampling.
As the NPDES permit specifically requires that samples are to be collected using a
"grab" method, it is essential that sampling personnel use the following recommended
procedures for taking grab samples identified in USEPA document 833-8-92-001,
NPDES Storm water Sampling Guidance Document:
• Label sample containers before sampling event
• Take a cooler with ice to the sampling point
• Take the grab from the horizontal and vertical center of the channel
• Avoid stirring up bottom sediments in the channel
• Hold the container so the opening faces upstream
• Avoid touching the inside of the container to prevent contamination
• Keep the sample free of uncharacteristic floating debris
• Transfer samples into proper containers (e.g., from bucket to sample contain-
er). However, oil and grease should remain in the original containers
• If taking numerous grabs, keep the samples separate and labeled clearly
• Use safety precautions
In addition to these procedures, sampling personnel should be aware that certain
sampling containers should not be used to fill other sampling containers. Also, when
using sample containers that are pre-preserved, care should be taken to not overfill
the container. When using a commercial or other such National Environmental Labor-
atory Accreditation Conference (NELAC) certified laboratory, sample containers will
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typically be pre-preserved and previously decontaminated. If sampling equipment and
sample containers are found to require decontamination, the procedures provided in
40 CFR Part 136 should be used.
Due to the relatively low sample volume to be collected, it will be easiest to collect
each of the samples directly into their individual containers. The work flow to collect
each sample is as follows:
1. Take a sample container and fill in the time and date on the label, note
these on the COC as well.
2. Open the sample container and lower it into the stream with the opening
facing upstream. Try to avoid collecting solids or other floatables.
3. Fill the container to the point that an appropriate volume has been collect-
ed (usually 95% of the total volume of the container). Do not overfill the
container as this will result in the loss of preservative if present.
In the case of filling volatile organic analysis (VOA) vials, extra care
must be taken to ensure that the bottle contains no air bubbles and
that a positive meniscus has formed. To achieve this, it is recommend-
ed that the vial is filled to approximately 95% of its total volume. The
vial should be removed from the stream at this time and further filled
with small additions of fluid with the cap provided. Once a positive me-
niscus has formed, carefully replace the lid and ensure that no air bub-
bles had been entrained in the bottle.
4. Raise the sampling container from the stream and replace the lid.
5. Dry the container if possible and ensure that the label is still legible. If the
label is not legible, fill the label with the appropriate details again.
6. Once the labels and COC are in agreement, the sample container may be
placed into the sampling cooler/transport container.
While collecting samples, sampling personnel should fill the 500-1000 mL accessory
vessel with stream / outfall flow water. The pH and temperature of this water should
be recorded on the field notes as well as the COC to be later recorded on the SDO
Monitoring Report. Prior to collecting a pH reading, the meter should be calibrated
properly.
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3.2.3 Chain-of-Custody Procedures
Once sample collection has been completed, the samples should be prepared for
shipment. At this point the COC should be completed and signed by the sampling
personnel. At a minimum, the COC should contain the following information:
• Sample ID / sample location
• Date and time of sample collection
• Source of sample, project location, name and address of the facility
• Name of sampling personnel
• Sample type (grab vs. composite)
• Analysis type/code required (to be performed by the laboratory)
• Preservative type
• Number of containers used (e.g., 1 of 2 bottles)
• Date and time and signature of release to the compliance laboratory
• Other notes or comments as appropriate.
Once the COC is complete, the samples should be shipped or transported directly to
the compliance laboratory. If the samples are delivered by hand to the laboratory by
sampling personnel, the samples may not require any additional packing material
apart from ice. However, if the samples are shipped, they should be prepared and
protected from potential damage and leaks which may be encountered during ship-
ment. Glass containers should be protected from other glass containers with materials
such as bubble wrap. Plastic containers typically do not encounter much damage dur-
ing shipment; however, occasionally, some lids may break if applied too tightly. Gen-
erally, an ample amount of ice and minimal additions of bubble wrap will provide ade-
quate protection. To prevent leaks, the cooler may be lined with a plastic insert or
samples may be placed into individual bags.
Once the sample containers have been prepared for shipment, the COC should be
signed and placed into a water proof / protective container within the shipping con-
tainer. The shipping container is then closed and sealed with packaging tape or other
secure methods. A tamper evident custody seal is then applied to the opening of the
container to indicate if any tampering occurs. This custody seal will contain the time
and date of release / shipment, as well as the names of sampling personnel. Once
finished, the packed container may be shipped using a third party delivery service
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such as Federal Express or United Parcel Service (UPS). The packaging and ship-
ment work flow is as follows:
1. Prepare a second shipment cooler or empty and clean the field cooler after
sampling is complete.
2. Check and secure each bottle for complete closure. Tighten lids as need-
ed.
3. Confirm that sample labels are legible and match the COC information.
4. Place glass containers into separate bubble wrap pouches (these are typi-
cally supplied by the laboratory). Place all samples into a zip-lock-type bag
and seal them.
5. Place a bed of fresh ice on the bottom of the new cooler. Place the pro-
tected sample containers onto the bed of ice. Place glass bottles closer to
the center of the cooler if possible. Once samples have been placed, fill
the remainder of the void space within the cooler with ice.
6. Ensure that the COC is complete, accurate and signed. Once confirmed,
seal the COC form into its own waterproof pouch / container and place it
on the top of the ice.
7. Close cooler and secure with packaging tape. Sign and date any custody
seal that was provided by the laboratory. If the samples are handled inter-
nally, this step may not be necessary.
8. Prepare the appropriate shipping labels and attach them to the cooler(s).
9. Take the cooler(s) directly to a shipping agent, or if handled internally, to
the laboratory.
As stated in Section 3.2.1, there are three additional observations that must be made
during the sampling event. The total flow, event duration, and total rainfall should be
determined and recorded on the SDO Monitoring Report. Camp Lejeune calculates
these parameters for reporting purposes, as described in Section 3.3.
3.3 COLLECTION OF NON-ANALYTICAL PARAMETERS
Once a sampling event has been completed, the remaining three reportable parame-
ters (as provided in Table 2-2) should be determined. These parameters are:
• Total rainfall
• Event duration
• Total flow (volume)
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Total Rainfall
Total rainfall is determined by monitoring local precipitation data that is published by
The Weather Underground, a commercial internet weather service. This weather ser-
vice provides precipitation data for discrete storm events as well as other weather re-
lated data. Rainfall data from the following two weather stations are used by Camp
Lejeune:
• KNCJACKS2 - located at 200 White Street off of Western Boulevard in the
City of Jacksonville. This station should be used for the following analytical
outfalls:
- OFC-003, OHP-004, OHP-008, and OWC-001
• KNCA- located at MCAS New River south of the taxiway between the two
main runways. This station should be used for the following analytical outfalls:
- OAS-005, OAS-018, and OTC-003
Once a measurable storm event has occurred, total rainfall depth is determined at the
weather station closest to each analytical sampling location.
Event Duration
As noted in Section 3.2.2, the total duration of the measurable storm event is reported
by the sampling personnel during a sampling event. Once the duration and rainfall
total have been determined, these values shall be recorded on the annual DMR form.
Total Flow (Volume)
The state permits the determination of total flow using the following methods:
• Measured continuously
• Calculated based on the amount of area draining to the outfall, the amount of
built-upon (impervious) area, and the total amount of rainfall
• Estimated by the measurement of flow at 20 minute intervals during the rainfall
event
Camp Lejeune currently uses a spreadsheet that calculates total flow based on the
amount of area draining to the outfall, the amount of impervious area, and the total
amount of rainfall using the Simple Method. A blank version of this spreadsheet is
displayed in Appendix J. The spreadsheet uses the calculation method found in
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Schueler, 1987, Controlling Urban Runoff: A Practical Manual for Planning and De-
signing Urban BMPs, published by the Metropolitan Washington Council of Govern-
ments. This method uses the following equations:
P
(0.05 (0.009 x I)) x 12
Where:
• R = total runoff, in cubic feet per square foot of drainage area.
• I = percent imperviousness of the drainage area (percentage of pavement and
roof areas within total area draining to the outfall). Example: input 85% as 85.
• P = precipitation, in inches.
• 0.05 and 0.009 are empirical coefficients.
After the total runoff (R) is calculated, the total flow volume for an outfall can be calcu-
lated as follows:
VTotal,Cubic ee t X A
Where:
• VTotal,Cubic ee t = total flow volume, in cubic feet.
• R = total runoff, in cubic feet per square foot of drainage area.
• A = total drainage basin area /total area draining to outfall, in square feet.
The annual DMR form requests the total flow volume be reported in million gallons
(MG). Converting VTotal from cubic feet to million gallons is accomplished as shown
below:
VTotal, G ( • 4 x 10 6) X VTotal,Cubic ee t
Where:
• VTotal, G = total flow volume, in million gallons.
• VTotal,Cubic ee t = total flow volume, in cubic feet.
A second, more complex method for calculating total flow volume involves measuring
the conveyance (channel or pipe) geometry, the slope of the conveyance, determining
the roughness coefficient, and then measuring the depth of flow at constant time in-
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tervals during the storm event. These measurements can be used in conjunction with
anning's Equation to calculate total flow volume. Camp Lejeune does not currently
utilize this method to calculate total flow volume; however, Appendix K provides step
by step instructions of determining total flow using this method. These instructions are
provided in case composite samples are ever required at Camp Lejeune (or if Camp
Lejeune elects to install gauging meters to measure flow depths).
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STORMWATER OUTFALL MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE SECTION 4
AND MCAS NEW RIVER ANALYTICAL SAMPLING POINT LOCATIONS
4. ANALYTICAL SAMPLING POINT LOCATIONS
Under Camp Lejeune's current NPDES permit, analytical sampling is required at rep-
resentative outfalls having water quality characteristics that typify industrial outfalls at
Camp Lejeune. These outfalls should receive stormwater runoff from drainage basins
that encompass typical industrial activity occurring at Camp Lejeune. Outfalls desig-
nated for analytical monitoring are also subject to visual monitoring requirements,
which are discussed in Section 5. Table 4-1 contains the current representative indus-
trial outfalls approved for analytical sampling.
Table 4-1 Representative Outfalls for Analytical Monitoring
Representative Industrial Activities
Base Area Outfall (Analytical
Sampling Point) Represented
Air transportation operations; ground trans-
portation operations; hazardous material
Air Station OAS-005 treatment, storage, or disposal; bulk fuel
storage and transfer; warehousing and stor-
age; recycling and scraps/salvage; wood
products manufacturing
Air Station OAS-018 Air transportation operations
Camp Geiger OTC-003 Warehousing and storage; bulk fuel storage
and transfer _
Frenchs Creek OFC-003 Ground transportation operations
Hadnot Point OHP-004 Ground transportation operations
Ground transportation operations; warehous-
Hadnot Point OHP-008 ing and storage; recycling and
scraps/salvage; wood product manufacturing
Wallace Creek OWC-001 Ground transportation operations
Note:
1) Outfalls designated as analytical sampling points must also be visually monitored.
The following summary rules are provided for these outfalls:
• Analytical monitoring of these outfalls must be performed during a measurable
storm event.
• Analytical monitoring will be performed according to the monitoring require-
ments in Table 2-2 and the monitoring schedule in Table 2-3, as shown in
Section 2.
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�l AND MCAS NEW RIVER ANALYTICAL SAMPLING POINT LOCATIONS
• Visual monitoring will be performed semi-annually, once in the spring (April —
June) and once in the fall (September— November).
This section provides mapping and site photos for the seven (7) representative out-
falls for analytical and visual monitoring. Table 4-2 summarizes these outfalls and
contains their x- and y-coordinates as well as their associated map and photo figures.
Table 4-2 Analytical Sampling Point Figures
Representative X-coordinate' Y-coordinate' Map Photo
Outfall (Analytical (feet) (feet) I Figure Figure
Sampling Point)
OAS-005 902322.3292 12608834.23 4-1 a 4-1 b
OAS-018 903202.3393 12608351.28 4-2a 4-2b
OFC-003 941690.2305 12587459.77 4-3a 4-3b
OHP-004 938219.4839 12591111.23 4-4a 4-4b
OHP-008 940726.7588 12593231.79 4-5a 4-5b
OTC-003 904728.2102 12620048.43 4-6a 4-6b
OWC-001 934882.6388 12598264.92 4-7a 4-7b
Note:
1) Universal Transverse Mercator (UTM) geographic coordinate system, North American Datum
1983(NAD83).
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Stormwater Outfall Monitoring Plan Figure 4 - 1 a
MCIEAST-MCB Camp Lejeune, North Carolina

Facing upstream ..,,= a ' .r
F- =' •'x -e,Y' : ' _ f_-. r-
+�' R. •
d _
00 NOT <« t , '
n V
REMOVE
F•; STORM :c
WATER •r>.
SAMPLING f. *ow
POINT %w
,; A �, " a
�` :/ , •s CIO „� r �`r'a � >i"r G
'' . --.1i-----1 '-oit,v;rA.,2r,.. .. Lk .. ,;, . . .,, . T4
SY di , F I �V. " Ili 1 s. , +
ya sd d; fir' h;�i Ik N . ,i ° r '4 i •
... Seim• 1` i.l ,,�,,:Pr• .'''',I,p.,. '�i-.S_,:P 4. ?' Mr.A
,' Facingdownstream -�.v.
�" � ' • UT to Southwest
Creek
IR
,,x,,. .. . '<e-, __. ,, •
, ..• ie • 'TM lit . ,,,rv,•=•-;,-.i -):„., c -: •
- - -� � y s'• a;, ? , „ma � 9�3 k 3` s i "� r .M :-- �� , y /' � < �as j S
_ f , �
s y
4 ta Ok • � Y t •J _ 4 4y` a
yM 4 31
ak. Q
,- j 4t�, ,, --,t'- r , _ ir�eq t, ~ w,.., .. �. -.$ ++'If `4:4
`"F�,u F18re is ��.� s , _
. r.„.,.-,'ir " �' , r_� i,ry ,e 4 �' tt e+4'� , `�: sy,'4 i 7 ,, a .q ?..,,,
1 Y nF 5; o !� Y � ,.P' j,IN,1 ...1'C ."L7.. '. '�. E- a - Y>; I t 'e'� i
4 /-•,a4q ` xa a!
�'r �'►-� r E t � - �• •4- ; ,-e. Note: This location is also a VOP
? e. s ; that must be qualitatively
•
* a-�� � , ;�; 'il'''' monitored. ,�
AOutAnalytical Sampling Points
•
fall No. OAS-005 Figure 4 — lb
" ° �' E"mneerinz_P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

\Ai % AS •%16
SWP4100
#- 4r- ' N/
' /A.s'4"/
I SWP4100
43'
t• 1 / f� A'
OAS-005 "'�'041 `'
' ‘ Al.
,.
4.
......
. _
'�►� : N.
za _
OAS-018
w `
•
ee
S' .,019 le \)K a
cs
O1 i1� 1
r
e
v
a
a _ A
A j
•
Analytical/VOID , OAS-t018 �• A#
• OAS-018 ,4
-. - - I.1
\11\‘' •
f ► '
' g. `• �ii � OAS-017
14
w . DM
44' OAS-005
d
SAs5 9 "
•
-�
I
NLegend
Data Source: Camp Lejeune GIS L. voP I 1 Building Surface Watercourse
I / I Facility Boundary `Drainage Basin
A
Analytical/VOP
0 100 200 400 600 800 Y Catch Basin
Stormwater Outfall
Feet -Storm Sewer Pipe
I I Stormwater BMP
Analytical Sampling Points
Outfall No. OAS-018
AAH I nironmcntal I nginccring,P(
Stormwater Outfall Monitoring Plan Figure 4 - 2a
MCIEAST-MCB Camp Lejeune, North Carolina

iJ . ----*ti—....„..,
'
,.L. ,
-DO NOT il
REMOVE STORM �_ a ,k �.
WATER 1` _ • . �> .
SAMPLING _
POINT I,
-t, 0
rr
Direction of Flow
A
�� S '�
-�+ 1 '. Four 60" CMP with w� ' ' r �� %�
• , 8 manua0
lly •
operated ` ,4'" : 1 , ,'�
�' K,' sluice gates ' - �' '_
,, - . - ,..::-::::... :'A''.
16,
, . _ „..
.4,,,,..1, ,..,..,t4. , .,,, ...„, ,.:,,, F',., i7-it': ..." l''-'.' ' :7" 1,...„`", -- , .44 -- ,.
Facing downstream
•
Tv UT to Southwest •
_ Creek
�i 1
y r
Ya,
y#:
Mar "..-a
11111104
Air-
�'Y f�" +!- rt�"rf' �� } a , 4 u r ss -a4
,s,: •
7. X .I,�' w �, ay[ �- c.r" a.,`� =.4'K g 1' �.,
.ma c` _"' k < x , "- -. , » r ,,•„ 'j F- Ci' -:°d` 3. _
��r" .rr ww,r+ 's..,r�" >+9�Q22a a� .;� ^�'h�.'€.1d„ . s'ti �.,�� L.. t
S -0- ^•f K` mil'Y Y"i�.,--" J 1 "g} �� �}y 6` ::. yL' LlR2 -'4-[ �u i ,Air w`• f...
� � k Note: This location is also a VOP
-. that must be qualitatively.� � �1. a monitored
iu i - - ., ....a. "'" ._` .. :em u.ah-aR!a;•'. .� _ .'r,. ...,_r^k,.
Analytical Sampling Points
A _ ._ - _ Outfall No. OAS-018 Figure 4 — 2b
" on>um n eP Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

"laWir
f �. ii F FC129
S'rv',
. rr
-�� � FC286
C1207. `~� M �� FC128• o F�
■ 4. rap, OFC 008
` 3 Fat/8 R FC130 ® # SFviki•,
F i 4� � ■ 1 FnTi1i2. 1 d + 6 "� ai 3 ,SWP53 i ii Unnamed -
OFC-012 'FC120 Fr..1, .4' Fa3►dl y`9, ■r �y� SWP WP, x
R. air FC100.4" Ior
t OFC-008.r,1. ' r,,;F .02- • .
ratiir3
,� -�1 4 FC200 OFC=009
. ...
. 0 .. , t
AP Ct'
,.....
, F,07 cz- .... k ---1 iiiimpl imi,
. .....- 0 ‘r NI*
OFC-026 A.J 'pr r it Xj 1
McHU
Art r
3
tSF r FC230Mir :,..
r oy3i,0 fr FC251
r w,
k,P •— 45
�,.+�\� C�7v • C301 I
1°��6� ►� S 1 F 2 0 F '' /_
■ OFC-003 \\ 1 F + 0 r.l'►
. ... 4* . F k 8.-::-.7 Ai
... — S 1, 02 a: "00\
4
FC3 r • `,��C P42OFC'021 FC303 u. • ..""' r
4310II ■ � ►. ■..� _. clam ; OFC-005
I� ■ OFC-003 Analytical/VOP \ �C26
-- •30 - OFC-003 it
I N FC356 4 - - _
•
►..C,p��` \ s„•r. -PsO �, • 58 •'' i tiP��
., > ,p ,�--0 � `K OFC-024 '
921 __ �Fj Outfall C260 ,Z.. • ■ x.
♦ r t� - 0FC-024 . i ■
rU ■
�*•
1 SFC60A f, = - - ► F vee . p :'.dr•
■ • SFC860 ;- • -- i OFC-005
FC364C F A /IP Outfall~e� F SF,«• .9 r
■ „. ♦ 7. — OFC-005
FC 3� t
F � � w
FF OFC-018 ■ -
■
11 r C36 s C359 - ° �`
NLegend
Data Source: Camp Lejeune GIS 0 VOP I 1 Building Surface Watercourse
AI / I Facility Boundary ��`Drainage Basin
A Analytical/VOP
0 100 200 400 600 800 Y Catch Basin
` - Stormwater Outfall
Feet —Storm Sewer Pipe
I I Stormwater BMP
Analytical Sampling Points
Outfall No. OFC-003
AAli I nNironmcntal I nginccring,P(
Stormwater Outfall Monitoring Plan Figure 4 - 3a
MCIEAST-MCB Camp Lejeune, North Carolina

- Facing upstream d ,
'rt.- ,
ill '� � � :' /
` .
OO NOT - - � - -
- AEMOME
STORM -' ,,��7 - _ w _
WATERSA MPLING - O�• IQ 1 - ._ 7 .-
totop -;
11, 7
S; '', t Zr . . , a ' -41�:. - T
I ad' 100 4* 1;• , •-. .-.1 4\i'41?-11.�j a.+
Facing downstream r ..4..*.�,� AUT to Cowhead
-,, �- Creek
•
R,a h11 it -
- - - 4fir
'> N,r .0 _ -
t #_
1
H
r _
AO
Obi,G • IL•
'-u.r,111r4f......_ ii,.44..._
4i4..)1000
if
1"4 ,
` -J.• ✓ ' , , � - Note: This location is also a VOP b
r 1 Hof t-`
•, ', ,t e . that must be qualitatively
its t,-J
.' �411- , „ monitored. d
Analytical Sampling Points
:A
Outfall No. OFC-003 Figure 4 — 3b
" °�'a' E"° �'' '°°P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

r r/ ler 1 i6P� N.
,� • SWP166 1477
O
/ :i-V:" 4SWP166
i
4. , :: 4410:0$4 , / /
w
,R ♦ix .4001°7
'2 .. r. 4,
__,,,,
96
S 5 it. .r' 10
� I40/ /—
p { �s t
, - r
,4'-� I�"4 OH P-006C
/0"--- ...... A 400)r_
� r_ S1715 S17715
1 ♦ 1. � �O i ,a, • 41111111.7. ,. , _ A
r f'` 1 �O ;4000*:-At
• Ka 182• ,,i
0 -4: , -..•- di Alk., ,,, #''.-N\
Oh 11'7 .• il:1-4 *4'4 %#AN.
die S �� 42.411‘4711,.: 1 - A 4 55 11
a 1�$8 A
SWP83 —
1- • OHP-004 . 40 : ,
OHP-015 ` '
-•", - , 64
"'-- .1:--. -411 .49.'0 ,.. ,,
-.. , . itt ti ♦ .
44 ; 4
/ %4 ,./jkAdh6 .•
6 T- rind
...
SIt`s` 1 i „„t\ .,..:,.jr ;A ;l ♦ eo' .\ - �Ale .
1.
ZT• 1770 •: - • \\l�_
•
Vrr / • . ASO. 7,4* '97./'''
N. OHP-005
N.
S1:.o9A ;. i- p
88� S1g'19E ♦ (DIRE" l ticaI/40P ;�•OHP 005
OHP`004 �'
500 r ��O - •
` '
— _ ,a, Unnam-•'°:,A Kip I .
.1,11klie. ,-0. eiy& I 4-- , , . . - -
♦ 6 A C' OHP 002Ad`
4,
`P I� o OHP-001 A110.17 1854 VOP•':
f �� •� 4:OHP-003
p — 524 1860 O �' r _ ..•
OHP-01iiiii:"
*4 zz�
SOHP-003—d
•<q- , 4,
Sith... a . 411101•40v..... 85I Add
NLegend
Data Source: Camp Lejeune GIS 0 voP I 1 Building Surface Watercourse
AI / I Facility Boundary ��`Drainage Basin
Analytical/VOP
0 100 200 400 600 800 Y Catch Basin
A
Stormwater Outfall
Feet —Storm Sewer Pipe
I I Stormwater BMP
AAnalytical Sampling Points
Outfall No. OHP-004
Ali P;mironmcntal I nginccring,P(
Stormwater Outfall Monitoring Plan Figure 4 - 4a
MCIEAST-MCB Camp Lejeune, North Carolina

Facing upstream ,ii
��' •H—
I
—. \ • I& „, .' kilt
. " , t
I One 44" CMP
0 0
: `/ ..
One 30" CMP
„\ :.:
PD/NT
Ill i If
Ps , p
r
11* :
ti
\.•
One 36" pipe of :,
' unknown material
(not pictured)
Note: This location is also a VOP
that must be qualitatively
. ', .0; • -:;,,re- monitored.
r"=` z,
sue` ,
-""
a - 1 -.: _
•
pirectjOn °f FI°W - - '_
I*A.
r
Note: Evidence of significant - .
r
contamination at outfall. ? UT to Cogdels Creek
Analytical Sampling Points
AlAI+••••••••••••••••••••••••
._ _ _ Outfall No. OHP-004 Figure 4 —4b
" °��' E" '� P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

.1: '
°�.�• .•' 905 OHP-013
.e. : A1'90; . !�
4,',.' .-
•
it'''r: ■ OHP-012 .07 ++ * + ‘ •' �`r
m • 103: I� ■
/ . ,
13
ot
c.0 . 4 rt 5 'gyp i �F..+ ■ 914
! ' 4 * f#,�' .• \i' rV OHP-011 A
). •WP9 4, ■
/{ rf
O +� O f 006 1+ ' 3� ,�ti
a � p� ++ / 'P 101 I` ':
A
10 t
" 128 1.- ‘400, ._..� #
el
�i •/44 4 906 # •.4 # +~••~sue
iie
de
If i I ,0 0 I I 1°Pc)s'
1i s-0/AIt5
r. 14 s . } - ���\�: 915S11Q40 - � P. `
e4, ..,..11 0 . ..:".1 , , \.—,..:: , 1011 /*ire
ST ' ' r O ; 1" ` -OHP'-006 ,� "ft....,C
/ . \•-,0 / '' , 1012 • \
Ilkiii-/ •
" " :L,.44,4 ,,, '1. , / ,
r'
/ �, -■ / r 1119� 9 .,, a 04 '. 10 1;
/ J • ,j \ / / .11V' • 103
q
• t 1118 \: ♦ •• j
rr f, 4 •
•r r .� I �: f • i ` :10b6
/ 1316 r►0
,/,� •..
Nee,„07.
• OHP-008 Analytical/VOP t0 . ,
e #11°°//1/4":
OH P-008
00111, • tf •
u
r•.
f.Irti.
0007.45 :::• 04f 21 i e r ..i- y;` '�
# .s. _i•k•
NLegend
Data Source: Camp Lejeune GIS 0 voP I 1 Building Surface Watercourse
AI / I Facility Boundary `Drainage Basin
Analytical/VOP
0 100 200 400 600 800 Y Catch Basin
A
Stormwater Outfall
Feet —Storm Sewer Pipe
I I Stormwater BMP
AAnalytical Sampling Points
Outfall No. OHP-008
Ali Fmironmcntal Engineering,PC
Stormwater Outfall Monitoring Plan Figure 4 - 5a
MCIEAST-MCB Camp Lejeune, North Carolina

{
00 NOT '4. . 4 -r ,l
` REMOYf :. � '
itA--.-.....‘
WATER 41".4-
?y , .,`V 4
SAMPLING �� �'- v.. 1^�
ll POINT 0'7;.4.*,4,'......---'.'.--.A.i-t,-r-.4:.a;,.-ir; I
_;. , 1 i.7ir
• P may ' .� „Wir 4 ,•
07. `1 F :% .4
•
O i Two 48" CP with
r k
,' concrete headwall
8
•
4”
�'
_ V t r ,
UT to Cogdels Creek
ice`
,z , , a
.�._ 1 .
r /
i \\ _ j if
f
., / , ', ,� - �:i
-- ti
�y� l , i�J
t s` a u ' G ��
.�� tr ate _a , O k`"wit -a
•
• . s
\' -i' - _ _ 1
f , r 4.
� :
At ,'
. :ter• .R1.
3 �'� 'a lad I
Note: This location is also a VOP
�_ that must be qualitatively
monitored.
Analytical Sampling Points
AI+ - ••••••••••••—
._ _ _ Outfall No. OHP-008 Figure 4 — 5b
" °��' E" �'' '° P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

•
• . ;amass - -
•+
SECOND STREET ■+i r
. ,
/� ..
■■■4444444
u
OTC-002A
w •
OTC-002B 4'4. . +
a �
• i 4 • ° _ •
e
G480 *
:1525 w -- r OTC-003
- -t_ - - - - F STR ^ � • u
• •
+
r ,3•7------. ,C113. 'CO° ‘‘. •. el:3 , .. .. ... LciEl I , - r . — •
G524 1 G534 w - /
• Analytical/VOP
OTC-003-
� - - -
FIFTH STREET I
TC572
OTC-003 : - I TC3. •
; I
4� ,
IG554� 560 ,
G544 ;�i 666 ��
' ST ID ...4 $i ,..
e 3lip • ell s ,r , G553 -.} 5 T
G542 G541 r i G551 G552 �7� — T 5 w k •
•��1,.i. , H TC569 -• .
SIXTH STREW' _
- - - - - - y- .",-'. ,"-°= ¶71- TC611
SG644E g SG11142 5 - . AW.� -kw
I—G617� I � i
cc G644 SWP150 i Trj; •
P' G640 • r — I
coWP150 il / r% -'
OTC-004
G619
I-MF€UATMq640 - SG649
OTC-005 W 1STCITATM.G640 I k
1 ENTH STREET TC608
w TC775
c I 1
1 G710 �I
�+ • 1U.1 trai
; 110 I TC774
ST 7
Iri—rar vop .
OTC-004
_ tip,
NLegend
Data Source: Camp Lejeune GIS L. voP I 1 Building Surface Watercourse
A
I / I Facility Boundary �:`Drainage Basin
0 100 200 400 600 800 Analytical/VOP Stormwater Outfall Y Catch Basin
Feet -Storm Sewer Pipe
I I Stormwater BMP
AAnalytical Sampling Points
Outfall No. OTC-003
AH FnNironmcntal F,nginccring,PC
Stormwater Outfall Monitoring Plan Figure 4 - 6a
MCIEAST-MCB Camp Lejeune, North Carolina

..,
Facing upstream
� DO NOT
tv ". REMOVE
Bulk fueling station
STORM TC366
WATER
SAMPLING
\C: POINT . .'- _ ",• .. — , ', ".
• ' T 1 '
r . • e Ogre :...
f O et;
-oh of
0 Flow
'a
e
fs a;•
Facing downstream ; t.Jit -4'
ri ,,'` i
., - L„., .,
•
p
•
— US Hwy 17 Bypass ' :
tess A
•
•
„,_
•
,# ,, . 0 .
r
o At.
•Q
•to
O`
Note: This location is also a VOP
M1t
that must be qualitatively
monitored.
. .. - • .=ors.... ..
Analytical Sampling Points
A _ __ _ _ . Outfall No. OTC-003 Figure 4 — 6b" °n�mna'� Pc Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

•
•- �.. .yNa i-"'ft. ;5. ••r 'p.,'ri`. c. • .•' .F re- a.k !.,_ ,' �. '..:' e
a .,i'° i _x{�,. r ;'4..'••' k. ..� - WC177 '• p ►'�`,
•
•-•,�'� �, *- ill S' `°� �+``,.'_i .' 711)„ SWP1^ OWC 003
•
• "� - + • ..' r �tWC178,.!'-,/ . e Outfall • A'•a
.r
f - '•..4� -.• • Y OWC-003 e . ,
W044 a, M tits '!
.'v ' C14. 't * A IP.N. 4- ,' '...\ , . -
• . , , -t4.,. 7 44:0:9T Of/. .4- ••?..\.L.--• ' '47' ''..-4' ,:t...'';';',"16"14%0, :..1.1-:
WC201 ♦ : r r 44. . 4:
SW0141�. '-
SV 43 WC200/ ,,r�a e, o ,, :.�Fe44. .e. •F. = :� 1•
* ;f: .. 46 , 4 nnam d
•. #
1414)
�/C125 a� ,_, / •
. f. e r +
,. WC-002 /
WC100 '.�. .;
` $ ,*i ` �'+"�o!. : SWS1101 SWP171 '
4140
`?'4# A.,. SWP171 ■
V
i
t, 1 '' fEj0' '4.•4 SWP170
OWC-002 •-- SWP170
A SWP17
r , •
OoC 0 2 Analytical/VOP - . — - - -••i
0WC-001 ® 0-001
a
u k - w •.'■
t.
4 4 4
# �C6'0 .
•
. . • mot,
, . - FTO� ' t..,
r-
OH O ; n - v :• a a r n ' ° F�/5O
— u 16
M �-
+ s n.
NLegend
Data Source: Camp Lejeune GIS 0 voP I 1 Building Surface Watercourse
A
I / I Facility Boundary ��`Drainage Basin
Analytical/VOP
0 100 200 400 600 800 Y Catch Basin
—Storm Sewer Pipe
Stormwater Outfall
Feet
I I Stormwater BMP
AAnalytical Sampling Points
Outfall No. OWC-001
AH FnNironmcntal F,ngineering,PC
Stormwater Outfall Monitoring Plan Figure 4 - 7a
MCIEAST-MCB Camp Lejeune, North Carolina

Facing upstream �,,yfr ,
; ' 'ail
- - One 30" CMP '`. 4n ,;' "�
.,.
„;. � tF IF ... S IY ., . ..,
r is c I M • -T t ..:
t One 36" CMP
a,' .`I 5 k ►' „ -
, h � rk� , .. • _
-
Elf -- - --- --.
•
. r.
—
Off
•
Facing downstream µ 4 •'; � +` ;«� ' • �' : ` ri '' .4... jZY t A. e - r _ * .
•
•
mil-, ty. eti
y,.y, F- r��%i T- ;. ,-
:' -
T„A UT to Beaverdam
+,' - y Creek
‘7.1.4tir':1:: "41461116_ ,4-1.3301,10., ' • ..;,14' ' i
A
N r q4
•
Note: This location is also a VOP .
' that must be qualitatively '
monitored.
Analytical Sampling Points
A _I•I ••••••••••••••••••••••••
._ _ _ Outfall No. OWC-001 Figure 4 — 7b
" °��' E" '�'' '°°P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

g s` 7..:1',yPy STORMWATER OUTFALL MONITORING PLAN
_' MCIEAST-MCB CAMP LEJEUNE SECTION 5
i. I AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
0
µcs'
5. VISUAL OBSERVATION POINT LOCATIONS
Under the NPDES permit, 67 Camp Lejeune outfalls are subject to only visual moni-
toring requirements. VOPs are required for each outfall that receives stormwater run-
off from a facility engaging in regulated industrial activity. Table 5-1 contains the
VOPs associated with industrial outfalls that were identified in the March 2013 update
to the SWPPP. This table does not include VOPs for outfalls requiring both analytical
and visual monitoring (refer to Section 4).
Table 5-1 Visual Observation Points
Base Area VOPs1
Amphibious Base (AB) OAB-001. OAB-002, OAB-003, OAB-006, OAB-007
Air Station (AS) OAS-001, OAS-002, OAS-003, OAS-004, OAS-006,
OAS-014A, OAS-014B, OAS-021, OAS-030, OAS-032
Camp Geiger (TC) OTC-004, OTC-005, OTC-008
Camp Johnson (CJ) OCJ-001, OCJ-004A, OCJ-004B
Courthouse Bay (CB) OCB-001, OCB-013, OCB-014
OFC-001, OFC-002, OFC-004, OFC-005, OFC-006A,
Frenchs Creek (FC) OFC-006B, OFC-006C, OFC-008, OFC-009, OFC-012,
OFC-013, OFC-026, OFC-027
OHP-001, OHP-002A, OHP-002B, OHP-003, OHP-005,
OHP-006A, OHP-006B, OHP-006C, OHP-010,
OHP-011, OHP-012, OHP-013A, OHP-013B, OHP-015,
Hadnot Point (HP) OHP-017, OHP-018A, OHP-018B, OHP-019A,
OHP-019B, OHP-019C, OHP-019D, OHP-020,
OHP-021A, OHP-021B, OHP-022, OHP-024, OHP-035,
OHP-038
Landfill (LF) OLF-001, OLF-002
Naval Hospital (NH) ONH-001, ONH-002
Old Hospital (OH) OOH-001
Rifle Range (RR) ORR-001, ORR-003, ORR-012, ORR-013, ORR-014
Sandy Run (SR) OSR-001
Wallace Creek (WC) OWC-002, OWC-003, OWF-001, OWF-002
Note:
1) These VOPs are only required to be visually monitored. See Table 4-1 analytical sampling points
that must also be visually monitored.
AH Environmental Engineering, PC 5-1 Final, June 2013
111-95

g,,,#fn[rsT y STORMWATER OUTFALL MONITORING PLAN
_' MCIEAST-MCB CAMP LEJEUNE SECTION 5
d, I AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
0
�-3re.N s'
The following summary rules are provided for these outfalls:
• No analytical tests are required at these outfalls.
• Visual monitoring of these outfalls does not need to be performed during a
measurable storm event.
• Visual monitoring will be performed twice per year, once in the spring (April —
June) and once in the fall (September— November).
This section provides mapping and site photos for the 67 outfalls that only require
qualitative monitoring. Note that Section 4.1 includes seven (7) additional outfalls with
associated VOPs for a total of 74 VOPs at Camp Lejeune. This section is subdivided
by Base Area (e.g. Frenchs Creek, Hadnot Point, Wallace Creek). Table 5-2 summa-
rizes these outfalls and references the associated map and photo figures.
Table 5-2 Visual Observation Point Figures
Base Area VOP Section Map Photo
Number Figure Figure
OAB-001 5.1.1 5-1 a 5-1 b
OAB-002 5.1.1 5-2a 5-2b
Amphibious Base (AB) OAB-003 5.1.1 5-3a 5-3b
OAB-006 5.1.1 5-4a 5-4b
OAB-007 5.1.1 5-5a 5-5b
OAS-001 5.1.2 5-6a 5-6b
OAS-002 5.1.2 5-7a 5-7b
OAS-003 5.1.2 5-8a 5-8b
OAS-004 5.1.2 5-9a 5-9b
Air Station (AS) OAS-006 5.1.2 5-10a 5-10b
OAS-014A 5.1.2 5-11 a 5-11 b
OAS-014B 5.1.2 5-11 a 5-11 c
OAS-021 5.1.2 5-12a 5-12b
OAS-030 5.1.2 5-13a 5-13b
OAS-032 5.1.2 5-14a 5-14b
OCB-001 5.1.3 5-15a 5-15b
Courthouse Bay (CB) OCB-013 5.1.3 5-16a 5-16b
OCB-014 5.1.3 5-17a 5-17b
Camp OCJ-001 5.1.4 5-18a 5-18b
Johnson (CJ) OCJ-004A 5.1.4 5-19a 5-19b
OCJ-004B 5.1.4 5-19a 5-19c
OFC-001 5.1.5 5-20a 5-20b
Frenchs Creek (FC) OFC-002 5.1.5 5-21a 5-21b
OFC-004 5.1.5 5-22a 5-22b
AH Environmental Engineering, PC 5-2 Final, June 2013
111-95

g,,,-fn[rsT ,, STORM WATER OUTFALL MONITORING PLAN' MCIEAST-MCB CAMP LEJEUNE SECTION 5
d ? AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
0
,-3r_ cs'
Table 5-2 (continued) Visual Observation Point Figures
Base Area VOP Section Map Photo
Number I Figure Figure
OFC-005 5.1.5 5-23a 5-23b
OFC-006A 5.1.5 5-24a 5-24b
OFC-006B 5.1.5 5-24a 5-24c
OFC-006C 5.1.5 5-24a 5-24d
Frenchs Creek (FC) OFC-008 5.1.5 5-25a 5-25b
OFC-009 5.1.5 5-26a 5-26b
OFC-012 5.1.5 5-27a 5-27b
OFC-013 5.1.5 5-28a 5-28b
OFC-026 5.1.5 5-29a 5-29b
OFC-027 5.1.5 5-30a 5-30b
OHP-001 5.1.6 5-31a 5-31b
OHP-002A 5.1.6 5-32a 5-32b
OHP-002B 5.1.6 5-32a 5-32c
OHP-003 ' 5.1.6 5-33a 5-33b
OHP-005 5.1.6 5-34a 5-34b
OHP-006A 5.1.6 5-35a 5-35b
OHP-006B 5.1.6 5-35a 5-35c
OHP-006C 5.1.6 5-35a 5-35d
OHP-010 5.1.6 5-36a 5-36b
OHP-011 5.1.6 5-37a 5-37b
OHP-012 5.1.6 5-38a 5-38b
OHP-013A 5.1.6 5-39a 5-39b
OHP-013B 5.1.6 5-39a 5-39c
Hadnot Point (HP) OHP-015 5.1.6 5-40a 5-40b
O H P-017 5.1.6 5-41a 5-41b
OHP-018A 5.1.6 5-42a 5-42b
OHP-018B 5.1.6 5-42a 5-42c
OHP-019A 5.1.6 5-43a 5-43b
OHP-019B 5.1.6 5-43a 5-43c
OHP-019C 5.1.6 5-43a 5-43d
OHP-019D 5.1.6 5-43a 5-43e
OHP-020 5.1.6 5-44a 5-44b
OHP-021A 5.1.6 5-45a 5-45b
OHP-021B 5.1.6 5-45a 5-45c
OHP-022 5.1.6 5-46a 5-46b
OHP-024 5.1.6 5-47a 5-47b
OHP-035 5.1.6 5-48a 5-48b
OHP-038 5.1.6 5-49a 5-49b
AH Environmental Engineering, PC 5-3 Final, June 2013
111-95

0g,,,#fn[rsT y STORM WATER OUTFALL MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
3. "` ? AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
0
µcs'
Table 5-2 (continued) Visual Observation Point Figures
Base Area VOP Section Map Photo
Number Figure Figure
Landfill (LF) OLF-001 5.1.7 5-50a 5-50b
OLF-002 5.1.7 5-51a 5-51b
Naval Hospital (NH) ONH-001 5.1.8 5-52a 5-52b
ONH-002 5.1.8 5-53a 5-53b
Old Hospital (OH) OOH-001 5.1.9 5-54a 5-54b
ORR-001 5.1.10 5-55a 5-55b
ORR-003 5.1.10 5-56a 5-56b
Rifle Range (RR) ORR-012 5.1.10 5-57a 5-57b
ORR-013 5.1.10 5-58a 5-58b
ORR-014 5.1.10 5-59a 5-59b
Sandy Run (SR) OSR-001 5.1.11 5-60a 5-60b
OTC-004 5.1.12 5-61a 5-61b
Camp Geiger (TC) OTC-005 5.1.12 5-62a 5-62b
OTC-008 5.1.12 5-63a 5-63b
OWC-002 _ 5.1.13 5-64a 5-64b
Wallace Creek (WC) OWC-003 5.1.13 5-65a 5-65b
OWF-001 1 5.1.13 5-66a 5-66b
1_ OWF-002 1 5.1.13 5-67a 5-67b
AH Environmental Engineering, PC 5-4 Final, June 2013
111-95

)e s`"4'�!%t, STORMWATER OUTFALL MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
.4.5.Ow AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
i TA.s M 4SCi
5.1 AMPHIBIOUS BASE (AB)
This section provides mapping and photos of VOPs that are located in the Amphibi-
ous Base area. Table 5-3 gives the x- and y-coordinates of these VOPs.
Table 5-3 Amphibious Base VOPs
VOP X-coordinate' Y-coordinatel(feet) (feet)
OAB-001 927315.7 12566167.6
OAB-002 927054.3 12565772.3
OAB-003 926641.5 12565452.7
OAB-006 927202.8 12566019.1
OAB-007 925500.7 12566232.4
Note:
1) Universal Transverse Mercator (UTM) geographic coordinate system, North American Datum
1983 (NAD83).
AH Environmental Engineering, PC 5-5 Final, June 2013
111-95

e s`"4"�'!,,,t, STORMWATER OUTFALL MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
1 - e AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
This page left blank intentionally.
AH Environmental Engineering, PC 5-6 Final, June 2013
111-95

r
*
r
WP122 44=
I
OAB-005
tiO
A47D t '/G1
sp
A47
S P221 PR 1- in �` .
'
• • 223 li. '..11, ,it• :400/
■
1111 . 11.11 ./i1ii
Øfr4i!2 *4 .
+
OAB-001
•
N./ • n\ O�tf all p
OAB-001
A19 w
" 4 4.*14
w 1100; ,► OAB-002 A #� , .®utfall �iCoP
1 •
OGN r • .'s.
la, SWP225 * •
•
OAB-007 40 / 44 , ,. ,
mar r4 i '► ' -
•
f �\ OAB-002
.0-
.. / ,fah % -,.: �_ 2®AB-002
OAB-003 A2 _ .,r-e J _ + ` A
• Al \ \ • =s:--' _,../
"
NLegend
Data Source: Camp Lejeune GIS L. VOP I I Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 5 r Stormwater Outfall reI I Catch Basin
_- Feet Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
Outfall No. OAB-001
AllA Environmental Engineering,PC
Stormwater Outfall Monitoring Plan Figure 5 - 1 a
MCIEAST-MCB Camp Lejeune, North Carolina

Upstream of
OAB-001
-_ --
,, - --- -
Vortech® (manufactured
.-4.4""` ,“ ' ,° ,EM . stormwater treatment device) 0
Courthouse Bay
i I ,
[Amor Kam.
AEmoYE
i -'11
.i. apt
STORM -
WATER s
5AMP .1 - p,I_.
P61NT
- _ _.
0 a
' Z.:
.. 0 Headwall ,.
iiiii
0 o
1 4Gc�io
i!
�' 6
0
k
`N , r
•
Approx. 36" CP
with trash rack
-�, sr s - .= . -, -al....,-...---:"=
` - r r r r-v r,..l•z `_� --
— —,1�� 5- r- ,— r-17 17 IN r?!IN-mi u :1&17 .
--. - --.0.- r ,,- r-- r- 1^ rf717f7rm TIN MI la AM, 111\rr'r111161 --
` - 'IRi/R / ,/_TAfa%' a a ! i \ \ ► : ,: . - z, , ,.
Note: This outfall is
tidally influenced.
A
Visual Observation Points
Outfall No. OAB-001 Figure 5 - 1 b
AxFat. ' nmtlEuPinxrmP[ Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

!Ista- '% / * , '-4....
' . NN.4# . •
A
1.OAB-005 r
r7 SA52 + i
r ---4
,, .• . / //
4"/„/ ,
, . /4/1.
1 I i it ' .111r is,.1' i, ' '. .,
r-= OAB 001
ii
A47 ,I" ' k
iiir
' ' : /
+.• • r
ti
r
■ g
r fre
... , /
iilk
OAB-006 , /�
■
sip
A8 +►
■ ■
i /
OAB-002
o
"P ,/, ,
o lik /A5
* ,
/7/
y0G r }
Mtn SWP225 1 * �♦
■ + r
.0' • * ip: ''. .QM)
OAB-0.074'! ' r \ / OAB-002 OAB002
,---- If' t :\ . . ,. .4,
\ . IIK
_ OAB-003
Al
aY
r
1
1
t•••• \ iV :
a
.• • . 1 S
N •. -
Legend
A
Data Source: Camp Lejeune GIS L. VOP I I Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 5 Stormwater Outfall re Catch Basin
Feet Stormwater BMP T Storm Sewer Pipe
I IVisual Observation Points
Outfall No. OAB-002
AAll Environmental Engineering,PC
Stormwater Outfall Monitoring Plan Figure 5 - 2a
MCIEAST-MCB Camp Lejeune, North Carolina

Upstream of �
DO NOT OAB-002 Courthouse Bay
°REMOVE - -J.
a. ' STORM ' }" - j,s;'R`Y. r, :,, 'fY �r
-:-a$ WATER •r „,...A...,..
� '. ' .-
.4 SAMPLING �" AL - . a:
POINT t _}
444.,411
O Y.� w a z•ll�F _ 'may x fin '
�,, , —
t - `" -
dad
,,_ ,
,. a.ti
Vortech® (manufactured
stormwater treatment device)
. —r,:. .
, , .4,
J .- • r
: 1 ` ,-,
44
µ r
y
,; , _.id. 3 t
.t d �s k`
,.-N.
ice ", `- wr '
ttet
41i a iAA� "3�V ,.VO; � e / —• ,, , ..vrx- ,'4' ' --.7,.:„.: ...,,z;;,. _ �<;. i s f 1
�y
'tiii
l ✓ .l
Approx. 24" x 12" �R,, y
elliptical CP 4`y� ;
` I ,. c i' Note: This outfall is
4_ h l .d '1 ,
" tidally influenced.
f//A1• ^ '
1 \\ _ Y 1y
Visual Observation Points
All/
_ . Outfall No. OAB-002 Figure 5 - 2b
" °�a` ' `�°Pc Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

I10.. A$ a OAB-006�
0
A C
M
It
/ 4.
i.
0 a
a OAB-002
9` 'IF - SWP225 '7
w •w
e
— -a[ w n . f
ILO
■ wG
■ 10
■ ...X ip .}.4.# „X::
■ s y ti
► A2 ■ . ,>
lir'N •4 f#10
�. e
lit, _ _
OAB-003 '‘,
► Al y k`
ipOAB-007 e,e
►
► J
• 4
e ■
6#$V
k isi .
44111 \ i
y
%•A29
I `Outfal l
OAB-003 VOP
* 7ir OAB-003
A66 Ri. A%
•
• P : \ .
•
•
A.
, .1, $
;11111111
,- iv OAB-004
NLegend
A
Data Source: Camp Lejeune GIS L. VOP I ]Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 =f- Stormwater Outfall Catch Basin
Feet 1 i Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
Outfall No. OAB-003
AllA Environmental Engineering,PC
Stormwater Outfall Monitoring Plan Figure 5 - 3a
MCIEAST-MCB Camp Lejeune, North Carolina

RE OV Facing upstream 1 } t t
REMOVE _'.
STORM
WATER
SAMPLING 11
POINT. ",
irt_ , .
•I
0
; 4,,..
' 1► r
3 -
/ __ ' t I, One 12" DIP
\ O. /
/ . - 7
/". // / / : IIPIPIL'I--h '
Facing downstream
Courthouse Bay
ille _.: lit
ir • ,
3
_ Amor
/ \
\ \
iII • 1 \ \ \- ' \ ''
Note: This outfall is
F•
tidally influenced.
A
Visual Observation Points
Outfall No. OAB-003 Figure 5 - 3b
HEII r nmznt21EIIgnz Yng°Pc Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

. . lir A45 Oket
Ce .5 4 ,` ..oe:: x p ,,: -1/<
- ifr
1 • '�. may.►
� � 7.4..; + 'i.i•' � '� �
.• 4., 44.2.":7 .!-...., ' ...--
4 ,. ,--- -##
/ # . /52 ' • ' .:r ::':-.7 :
. .-. 4 4104,A..4'--'• .
, '4 . • IF 414‘.1.
i / 4
♦
♦
1,1,4111r•11 ' •'. ''' , / /•
OAB 001
A47
/-4#' f :67 .
' _ di ,- ,_ . I.'
lx)i- // -4, •
* OAB-006 1 Outfall
f u
Al! ■ #
r A, id
CAB-001
'2. j hp OutfA
■ '� a OAB-006
t • . OAB-006
a
T. \ ST
* .. OAB-002\.. A5 ■♦
■11 j� s
4C0 SWP225
aG
r
f
OAB-007 , f . . oC�ID .
11111110 �Q. / (DAB-002 Kp
s►" OAB-002
A2
OAB 003 •ry;'' t•
■
NLegend
A
Data Source: Camp Lejeune GIS L. VOP I ]Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 5 Stormwater Outfall Catch Basin
Feet Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
Outfall No. OAB-006
AllA Environmental Engineering,PC
Stormwater Outfall Monitoring Plan Figure 5 - 4a
MCIEAST-MCB Camp Lejeune, North Carolina

r a-.
XL
ro4.,i„' �- — Upstream of
- 1> _ OAB-006
,: N a. - �
7,
,,,. R,.. lifice.4
p dNs
0
rN
, P _ .0.•<:.,ram
' 0
ft
a r ,.
0
-
i
1 11 _ • ' r
I
.:.,'7.
A -I/ _ A
Vortech® (manufactured
g
• stormwater treatment device)
Courthouse Bay
V
..' 10 '.,j • Note: This outfall is
Spill containment tidally influenced.
boom
1
-�, 1�-sir`- 4',;
a y+
Yes 'x+D yi.L,
�h C. k:I.,' -
/y r ., ec ,` ,
Approx. 24" x 12' N ��,. ,._ ,
elliptical CP , - -�; ; �, a�, L:C
Ir,. -- - r I —�-�.
r
'f', Headwall \ \I ,r�>:
Visual Observation Points
Outfall No. OAB-006 Figure 5 -4b
" 4 �`�'EunneertnRP� Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

- -, - . ."':
:6,
F777......_.„. _ _ _
ilevi,c7- ..,%440. . , .. . . :.,, • ,
. • i 41':7.11. .''' - , , • leo
_-_,...7.t.„ iiiir.ii • • - --iir." ,
•,.: •
. ..• , . i
. . . _ 1.
OAB-005 • 2 S.•�
•
. •
t fopp A71 A73 r.
l'ii-L _Ali, s 0.4,01-e- ''
-t'.. 411°' ''.4.0t+ A72 Still;k 4).s /.4"*7.4;11..:.---- .) . A45 4111•,...%.4i._
., .. " . -',..:'I' .--.-- . ','i i I ,r % -I, SWP2 -- . -- 4 /4.
' — 41,40PA . - # .0. . . i • • - 4,
•
_ s
I,.
, 4, e
" -Out A47 c.
fall All r <=s
OAB 007SWP41 A3 e OAB-006
OAB-007 Y-
- Al
�IL OAB-007 *
it, ( A9
• 04 s
',,� A8 '4o OAB-002
t ls' ./ di-
.i,
SWP41 \ •
o 7
,�,:.n *, -\ SWP225 illk
':.10filf*:In"...3-.;),-,::' '
_,. . , _. .. _.... N.,k.,__, 4/ ..
, .-.*. A 1. 0.—
A2
• Y
/14
Y
Al OAB-003
$
\ \ b
•
j F:J .�{k • -.+ . '+T 1, �� . r A66 * +
..._
e
' r *1,,,.. A- 4, 0.•.-4/4.•-•,-Aa- tt.to
" A68 i Outfall "o.
�" < w%4-
OAB-003
t :�- .1 A69`y * OAB-003
...,,,,ildiord*#ed ie ,it
� v:#�
NLegend
Data Source: Camp Lejeune GIS VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 ilk Stormwater Outfall 'r Catch Basin
A
I Feet -Storm Sewer Pipe
I I Stormwater BMP p
Visual Observation Points
AOutfall No. OAB-007 Figure 5 - 5a
Al �:n,,ronn,�n�d��:nx,n��r,nx,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Upstream of • " ►
OAB-007 T.--
lr
Al
.... . ,
z.. - „. .. . ... , .... ,___ fr... • ..... +°.+.M4
_.
SWP41 /i -
a / f.
i j. a
r° Ar
F �v�yA�E
O � rr�y t k �3 - I v
�. *5 ♦ I tilt:-
„f -. . \• 1,, :.
ye b)i y L •. 'I
t /I Y �1 !
y
.F r iM' t., a rY
.. ‘,. ...."'"----- A ,
._
, _ ,.. 4, ,......._
Four 24" CP / ,
,,,,„,...,/ .
-A: 11, /
J
•
,F.i
- * r1
A-
Headwall
- -.-
Visual Observation Points
A
Outfall No. OAB-007 Figure 5 - 5b
All EnvironmautalEuginapram, P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

g '7."7",y STORM WATER OUTFALL MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
d ? AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
0
5.2 AIR STATION (AS)
This section provides mapping and photos of VOPs that are located in the Air Station
Base area. Table 5-4 gives the x- and y-coordinates of these VOPs.
Table 5-4 Air Station VOPs
VOP X-coordinate' ' Y-coordinate'
(feet) (feet)
OAS-001 910085.9 12606664.9
OAS-002 910270.0 12609417.6
OAS-003 _ 910614.8 12610252.5
OAS-004 _ 901073.5 12610158.0
OAS-006 901273.7 12610789.0
OAS-014A 907037.7 12607593.5
OAS-014B 907223.5 12607100.0
OAS-021 908897.1 12612452.0
OAS-030 907462.9 12615366.1
OAS-032 906167.4 12616683.2
Note:
1) Universal Transverse Mercator (UTM) geographic coordinate system, North American Datum
1983 (NAD83).
AH Environmental Engineering, PC 5-7 Final, June 2013
111-95

e s`"4"�'!,,,t, STORMWATER OUTFALL MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
1 - e AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
This page left blank intentionally.
AH Environmental Engineering, PC 5-8 Final, June 2013
111-95

SAS2t 3SASZS133 'r - <O
AS'Z35 - . -
II' OAS-008 of `"
' ' . • ' ; �-<\
MCC4S14 ► �_: -PP(R� ��:, o L *
SAS2132
OAS-007
•SAS�8132 'i`� ��,.
SAS213%SAS2131 C
OAS-001 - oas-007
OAS-001 u
a ii
,m
o , - _ .
o
OAS-001
a
SA12010, ''' .. •r. ;. ,r 1
I
it
+' I,
P :1PS.3
SAS2784 4714004. J" ;
PERIMETER ROAD4 Nil
SA8812
SP g
A�2�18
i . - OAS-037 •s28o� -A, ;.`_ _ .-. _ -
; g i
NEW8312
r
OAS-037
A2825 .I up,
e 4 4,
6� ; :ti a
3co r.:. *_ -. �4'_ r
all
NLegend
Data Source: Camp Lejeune GISA
VOP ]Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 400 600 f Stormwater Outfallrr
Catch Basin
Feet 1 j Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
Outfall No. OAS-001
AAH Environmental Engineering,PC
Stormwater Outfall Monitoring Plan Figure 5 - 6a
MCIEAST-MCB Camp Lejeune, North Carolina

DONOT Facing upstream
REMOVE 'r` W ,
" i,STARM
,* ' . ' °AI; _
WATER -,� R at� t .:,,,,I.-- 41� n ,, 'AMff; . eC � 1P4 S
IL'
+ r „ a ' ~
. a , 4 l,k* i,, �� ily 2aYI ■ x -,i+ , ,
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"may i e i,
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Visual Observation Points
A
Outfall No. OAS-001 Figure 5 - 6b
.HEnti,ironmenv1Engtfl e11ngPC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

k alai
i_ EAST
ia.� T OAS-019
OAS-019 es. KIP Oglill
+,� Al ww O4S-003 OAS-O03
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• - - ' AS901
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r
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• �. OAS-002
t .- {,,fir
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cc`
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k
O� OAS-010
u
' �` OAS-009
r LI
OAS-001 . - i -
OAS-009
o
OAS-008 0 .iiiiiiii
NLegend
Data Source: Camp Lejeune GIS VOP ]Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 400 5 Stormwater OutfallI Catch Basin
A
I I Feet I Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
Outfall No. OAS-002
AAH Environmental Engineering,PC
Stormwater Outfall Monitoring Plan Figure 5 - 7a
MCIEAST-MCB Camp Lejeune, North Carolina

^-A. a IIA, -
r
UO NOT
REMOVE
STORM
WATER
SAMPLING
POINT
_ _ __ . __ . iiii
0
A One 18" CP
S ..
•
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2 = - .,
1
Direction of Flow
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C Visual Observation Points
Outfall No. OAS-002 Figure 5 - 7b
HEII r nmznt21EIIgn Yng,P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

r ♦
i ♦
e • S8Al
I • .� Can
♦ OAS-019
`, :. u
4 ► 4
OAS-020
c
m
OAS-019 MCCS51
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6
T,9i.
GOODEN STREET F
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. OAS-003 OAS-003
sties
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y
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AS8\4A 8 9
AS840 AS842 '
/ AS�4
/4",/, r , T7--/ m SASS®
SA7 �,�1 .*
// SA 8I39 S90
AS*;9A OAS-011
AS665111EMI -
WP91 - AS902
AS901 . -
OAS-002 „ ' �� a. - • '
•
-s. VOP ♦
• a t ��. OAS-002 a
'
1 I. a
A
' OAS-010 /10M1-.-1' ,, .-
NLegend
A
Data Source: Camp Lejeune GIS VOP I 1 Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 ilk Stormwater Outfall Y Catch Basin
I I Feet Stormwater BMP —Storm Sewer Pipe
Visual Observation Points
AOutfall No. OAS-003 Figure 5 - 8a
,H�:n,,ronn,�n�d��:nx,n��r,nx,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

' Facing upstream i.; qv "` _
�� q le Y 4a ji„ '-)-
I. DO kUT ': i' c _
ARssEMOVE ` r ' '` i , ;; A
r )�' � ' P
1"•AL.�'
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- if
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r One 30" CP '� 4e �. .
PO
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.
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ro
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too
.4400
pi<e� `
, �, ,
44 . 1 .
. - i /.
• _,: ro *r
Facing downstream 'N '
r :
i - ♦ -
New River " '
.
. `1 n,
tit,'if: .-` ,-, - 'le 4.'4' :iriv.?-.7;-', "--'142...,0-.111111!!,,ti:
s �" . n '�ftW4,'*.6. '.ram
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/ r-o —s
f' w, 'fie„ 6•.; i '�•• - 9�a- '� '9
Note: This outfall is ' 4 • ,
i II influenced. 1, i i,
tidally ue ced. ,.� _,. 414
�
Visual Observation Points
All A
Outfall No. OAS-003 Figure 5 - 8b
" onmznta1Eugina nPP Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

No
5Y : ..:'.•,, • +' , .. z SWP181 'S420• A:4208 ►
�,. -( ,.
. ,.*_, .°,-' ; i;,0 OAS-035 SWP181 Y " sAP40
r r. ►- c OAS-005 SAS4157
4.
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w 1.i Pit
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. ,,,... . . .4,.... ..: ,....0„.1,,,,,,ti.„ L.,,,-,,. 5,t4.,,r- • i_4*-014,
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. . ,fir ,.t•. = 4 ' R• 7rx 1 -{ ,. 4
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t 1
2
10
' d k.K i4'ti' 71'''''' ' 'ram y _ r'' * A5b01A
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T k -� '�j� 'i
. r•-. . ; ,. +.' .y i. { "" ':.
•
•
•
x b p_ �.. .'r.► -:,-, . . OAS-005
.
..
•
NLegend
Data Source: Camp Lejeune GIS 0 VOP I I Building Surface Watercourse
A
A Analytical/VOP I / I Facility Boundary •`Drainage Basin
0 100 200 400 600 -4- Stormwater Outfall '� Catch Basin
ti
___- Feet Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
A Outfall No. OAS-004
Stormwater Outfall Monitoring Plan Figure 5 - 9a
MCIEAST-MCB Camp Lejeune, North Carolina

` ". • �.. ,. ,04 y, -?17...r�, op)<a�;.rye�r _.fir;, -a
1 V .,..w. �� \ r •4".. `r..� r �* FS' •' ,�$54x ., f"',,WW► -' "_C,y 'S-
y r f,] 'tlif j
REM4+ tip: �r ;Y ,a.- ,, i x.
STORM r - `y..•
_° ,`--x- -`; . _ .
44:_4i,::, SAMPLING r a k , \
l-t i , '- '
ic
f
I~ !a: r S Tsue_ ' eC •
' 'yf �� ti' - Y � �O•r
+. ''• ` fir' ** Ir rrR 1, 0v '... \ .4,
y L ,1
',401
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tr
11)
j mar°s' !f •sv11; �' +r r . •
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Facing downstream
,;e are ` ; � ° ,r l
a.
9 f
t y 1 .ilF' fi'j�,_
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it
r
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,_ le-4,,;,.--,tr, -. ,, 4. .ti ;:.. .,, :4'.,k,4,,, •' -; •'+,t- - ,
O
4
s _gyp- j,,,f - Asp' r 1> • Overgrown, rip rap
.` ;`' '' 4.�, s '� L1 lined channel
�'j'i O' rYy�;+4�irk It{{, s, • b✓r'i •�• - +y,�+,�. •yy�S♦ - a•v -�w�q i
li.% t oiw.R. ,_ .,) Iw •._. • �. �, I.ai :µ: " '?•Y ilk -�i!T 1�i1_._..
Visual Observation Points
AOutfall No. OAS-004 Figure 5 - 9b
r .ii nm�iz1 .r:Irz Yr Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

k'}.,. r. _ • AST
�• P f p G •
`
k. t _*: SWP198 :11 G F I/ J��M'..{..,,, O�GLASSRpq
it
;4 i‘P'•'' =' ,. ; [ .:'I y4 At'--., 1 i, '*` AS4208
•
v.. : -`'7 1 . .. i__ -,, ..?. . - ,r,r € SAS4?j47
- - ' :y.' ,: .' .. :-.F . c4,.. r _ AS4207 4 S4248 OAS-005
aF;•< .WP1:
°'k .# •'�` ,� OAS-035 a•
.{.. ,' yy.; �,.: ; P1: ..,'`= ``;.
'w v`• —:- . • •• •:•:'.1-:-v.• 11C--'4ra,.' .-, ''''- .4 ' 'lie' --' '!.2 9...... clj.e. .:' ; r .. .. I ipo
Ai
• :;01:4-"': .�.. '• ., 4'. - .r' 1• ,c,'.-.S� V• im_ A 1 �' l`' 1''.-%.
.1. :". ' '..k% .I','-'' - fril oriAS4192
A , r`. OAS-035.-.. .- • :'. _.y - - . -r-� . . ,...C.
•
S / ,
OAS 006: 4-. ... IC
r' Ele e er E w a rr u r. � s w u r v Pi!`� 4 p ' c� ..
4 'ar n w .i VOP�'
c n r! s c
OAS-006 ,
SWP59 1 .
OAS-006 • ' -
,1 - - - -
i r+ * 4 R 1
in
- • ,- - - • • ', - ••-. " '• ` - -" L ' L..!•:-).*:'-. :::- '' -' ,. ' 4'1g * i 4+ ii4,
I
- ..3• i- - - ... .i 4,
-..
• *
Analytical/VOP
OAS-004
OAS-004 /���
'ill
44
aziWIl - ' N y - _ i, •,w yi . #rrs , ■ , * Ci T1k51
OAS-004 ..4' :� r � w w r•„,
•
IJ + -- '--■.• • ; `: ' Ala .r r • ...'4. M
L
NLegend
Data Source: Camp Lejeune GIS 0 VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - 'Drainage Basin
0 100 200 400 = - Stormwater Outfall Y Catch Basin
A
I Feet -Storm Sewer Pipe
I I Stormwater BMP p
Visual Observation Points
AOutfall No. OAS-006 Figure 5 - 10a
,H F:nvironn,cnta��:nQ,n��r,nx,I' Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

,
1•4.• ../ ' 4
Facing upstream
. ... ... , 4,-,-
:...,
-
A
.-.
. .
,.- t - , •,;- t;11( .1 . ,.•44,J,,
Ver 7'.-if•• 44''' ;Orr:
!.-. ,7 ..,.t .. " . • 11
fr 1 1 L ' .'•,•
.......: . ...
_--a,....... .......___ ___...-_ - , -
i
SWP59 -..-- - .
.40,400,4ct,04031,01,1„40 , , ,,,s,,
1::,.. .. ). -- - .- ,•- :74'7- -rt----rxis1441‘"- -. . - ....olik.,-4,- ,, ,,,
, • ,-- AV,. t • . ,., „: . ... .
' •••••••-.._ .1
Facing downstream - '•
.-- g--------„ ,
r.1%.--- 11011t 'r - I 4, — , • -----; ' ----4- .___:•-;4 V. '
0 ,VC--- s • .
_7— • ",-
, \ x----
ll -. '''LL 'J. - .0 4 •,••- 'V . .,.''' :" ',„,......
• 'I....,i,' • ',1i. 1 .'
N ..
,• _ ,,,,,,„4..t...: ,.....,,,, ,‘... ,,
°'•••--.. - '' / 4, it 4 - k
• 4
, • • •11.- 41,
l
. ---'"I 1
il I .t •_ v 7
v- • . -+ . ..- , 1 _a ,
, rr t • :1'a*„1i -
, ..f.e .. • -aie ..., . " 1.- F .---
-, ,.. •.„ ii -.-. .1-- '- -. lc v:". - ;• • .4r ' -. ...- • 177 - ' '17 '''
4 . • - ./- 7 „ . :%• ' 'i c •
.1 • '''' dk -- -=' -
••••.: • . •" -. 7 i„...
_ , _ ..a‘i.,
. ' '• e-:•I' ' .
• . .:•4!1:1's i'•:,...1 4
1 — 4t,, • .•4i 4;. I ,e` ''' . . . _.-->#{:.
. ,ot ,„ ,,,,• ... ,!,! ..-1/4 , _., „..e, •It ..-• ..:# ,T..?' 4 i
rk •-, ' " ,..._. •, ' : ...- k frau<•. „,- •:.,,,.. -..... ,,
'. ---.----:11 1,4 + ''. (' ., If r , i • : , t I. f. '',, ,-, ' ' , \ ,...-,
-,' "*• I". - • , *‘--C ; ' .)i. ' "'
It." ' /1.' ' '. & ••". -.. ' ." 'k. \
One 24" CP' -.,.., •lit . L .
...
'' ----", '
r -' 1,.---. :r•, . .. 4 ,_ . r i
NO— t
. • -
_., •
• ' t •- -,, ,e- 1 •"C- - .1-
11.1
.
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, -•
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. '' . --_,_17. Filliir,1 -':,71 • — ' . ' ." . .
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, . ,..... _,.. f.,
All Enviromaaital aranm-tn. PC A Visual Observation Points
Outfall No. OAS-006
Stormwater Outfall Monitoring Plan Figure 5 - 10b
MCIEAST-MCB Camp Lejeune, North Carolina

4
if
4
4 A` '40
r
r o-
r ,
I —, - ._ _ _
r �' 3
l AS3520 I ro
'OAS-016
118 0°
11
1 • 3506
' 0A8Pir3538
1---.4.- • A` I OAS-014A
i
OAS-014 MCM10
I -
OAS-015 I I
# SAS3526
I - -
I AS3502
w AS3§02H
• r * •
AS3534
r MCCS4' CCS1
4 N S3 VOP
• MCC:S59 OAS-014B
y
�,.' s 4
wII, ,. .
a
a a
• Q
0
x. .. e y ce
► ce
L.. -, w
' • F—
K. In T LU
k ► E
a w
Y .,�
• •
.,• ..
I
Can
OAS-014
'--' " , _ OAS-013
• SWP162
t-
NLegend
Data Source: Camp Lejeune GIS VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 ilk Stormwater Outfall 'r Catch Basin
A
I Feet —Storm Sewer Pipe
I I Stormwater BMP p
Visual Observation Points
AOutfall No. OAS-014 Figure 5 - 11 a
,H�:n,,ronn,�n�d�Engineering.N< Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

, a'`'y `4,,(t.v 3'Yx,.,'_,.. Facing upstream x ,, .,ti
DO HOT
i. tir'
. REMOVE
1 STORM,� WATER s
+:. SAMPLING -_ .
POINT ' ' �''
O•
o �
4■
-...H, ,. .,nv- Kr.[weZr - 4,00,:'?r 1. -.- , ,•. -- -R:_ - - •,i\''
nY-
Facing downstream ''
- :1; r i
,. k
... .ice
4.. ` I, ,� 11i
e.
ece. 1 k ., -
h�o
(.
Note: Channel has
eroded to form a
pool at VOP.
A
Visual Observation Points
Outfall No. OAS-014A Figure 5 - 11 b
AE Eln1.1 oluamt21Eu°inxrmP[ Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

`�a martyr 3 r �. �, . r 'g 1' 1 i t IN ...
•
ik
ti
.% p' e`s, '�y i cii � + * '/ a 1'tti + �i
a �.'�A y !• !� i ,1i'. 7 �!+- ..tea r� �1E
` � ',AI r t 'NOVA Or A ,' `,* -t F• .s t 1R �,t,, +c' p J� •i 1 . 1 S P •,i li
+ r �, a It ,; J a t Lj 1
`' ,..4, ; " 4NO NOT f� 14: j.: ti: h.�� N ?"F'Jj { ..„, ., • ` '° '". REMOVE ' ' R: lip i'�� ,, �'Ir
t`t":-.
t r „• �a� S STORM ,+t a' / �4.
' :4 4-4. 44P • WATER f f ?4 wi,,'R ,r:' '' -S
'' d•• A..- ,, �R! SAMPLING x . t , ,�'r
r ~` G� jlt,fs yy,..:41�'', } 14 POINT .''. 4" 'r+ ; r.�� ii;a �.�.`i 1 �1
04.
It
Facing downstream '''' -. '4,• r
t :Ce. kt ,'
l
•
o -
3
r 1 � r d '',
Visual Observation Points
AN aitaOutfall No. OAS-014B Figure 5 - 11 c
" °nmm1 `� Pc Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

I
OAS-029 'e
iOAS-022 .4.. t '•t
•
105
F
R
i
6
a
r
s
1
r
I
c utfall ZCop
OAS-021 OAS-021
= tee
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OAS-021 '
1
1
1
i
1
1
1
1
ill,
•
S 1
f ■
0
6
6
e Ay *■
♦
f
° O20S, E.
■
OAS-020 `�' s';*► !
NLegend
Data Source: Camp Lejeune GIS VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 ilk Stormwater Outfall 'r Catch Basin
A
I I Feet Stormwater BMP -Storm Sewer Pipe
Visual Observation Points
AOutfall No. OAS-021 Figure 5 - 12a
,H�:n,,ronn,�n�d�Engineering,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

r ,�
Three 30" CP with
concrete headwall ,
•
NI NUT ;1 4 ti
REMOVE r
STORM r' J
WATER -
HAMPIIHI;
PIIIHr
0 bite_
`A f k,°w
S
2 •
1
o
o
pPi
P.
Facing downstream
UT to New River
r:t
.41644111
4"i 711
', ..... f. ., .. ., .,. .. _.
Visual Observation Points
A Outfall No. OAS-021 Figure 5 - 12b
TI EnvinnuamtalEugineerm&PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

A:7.5 1 A83 A'"'20 %4 A •3
Aiirl AIjkr 3 I A 1 5 A A116
MCgS38
I A 1 7 apt-- At MCCS35
A$13
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Fl
304 A�. 17U 71 A l 72 ., MC'�j39
A .2 MCC" 1 ��66A301 A19 0 4
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OAS-031 _
5
• As .6 ti
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ASI301
AS232 ! '
a • 30
AS3 1..'r'- "- rr-� SW' {trl
r
r AS318 ; OAS-029
N
A S2 -II l j
Legend
A
Data Source: Camp Lejeune GIS VOP I 1 Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 ilk Stormwater Outfall Y Catch Basin
I I Feet Stormwater BMP -Storm Sewer Pipe
Visual Observation Points
AOutfall No. OAS-030 Figure 5 - 13a
,H�:n,,ronn,�n�d�Engineering,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

r
-
r i°
1:• �I
1.
' 6,, DO NOT I. ,.> t
•
REMOVE /' �- ,�,, 5 ,-. r �
STORM - v4 r war yy.,ro- Y , 'r
WATER
SAMPLING $ _.. .„, _
]
POINT $ e n .. - .
�11ff l�OlN r
•� 9 ~ +~`i� 4, r Ali hh"")l��id 7 Sf ' �s ;lr Y
4, 1 , ._,4 7,; l' '!"
4a
''''.:,'':'t '''''-'117'*:„
.:4't_.,:rtire' ,
�! i �►.� Two 48' x 36" CP�iy . OltL.
o
r '% • with concrete
\` headwall .'' , r . a� `=
i',.
> rµti� � 4 1 Al IP r ��'yy p
ile
+. ` .! ' , s�Y` ,S4k?�,i �� -. �,, •� -7 ',"x C i/, �� a.q a ''i.'�(af'�.: s C:,.'r
Facing downstream . - r• .;
1
N.;_' -,.. � - Stick Creek
f.n - rehy .y. ..
- --tom,, +`' .-.' a�,r'. r' ..,+5 - F, y '.r� R '
A—l. T,, ' Alf "'.- 1.' .
:.�5`-. 'v �,.,� P~ ;_f .1 r y ! j�'1 r-'�i' .. 4. � r�i' r� 3 K�I T7! -.� �,�- ..�'
s c--!9 s { ti x #
srr- ,trf' �` .>R+`�`� Est Y ! '. l` °uli
_�a„ F •�f t"
.4 11 �f.", `A ., . Fa'sF�,. wit
!�,'`i Y C t �3s �A� ,y�v/`.,j• a,�_&+ .
rh gi .Ott'
a r +�
d pP '
� � a �t ,yra , s.4, - ,- 1. r ,
«4Y �
9!A., i 4- to 0"4. - ,'. .'. a K.r 'A- e,'y'a .".,. 1, 'Liz,, ..a?xa,
ti< it - c.� 4 , 'r L- 3,� 4 4� er,f t} - `.
L`'" Y i e Z 1'-
it ••
,PM•y r4,,,,, "h /; T tl' I- .4 _ ems:.:. 'K .
Visual Observation Points
A _ . Outfall No. OAS-030 Figure 5 - 13b
AH E"' onmzntalEugina flS: Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

AS71
51� .�. 1^2' A 11► ' 19
A' u40 '. 1046 Az ;
L 1138
10 8 52 A3• ,. ' ^.
� A` 38 Valltill
1.- OAS-032 • '
1 A :' 70 „_I °�
'� OAS-032 ._._11''•.��1
A. I;..S 064 A 1 87. r�
OAS-034 f A, A 12 0
'A '.. LANGTRYST ,• 0. 4:• ' • F ., �. � AS 20
1076 REE, . .8
1
A ;I AS107 :0� OAS-033 ' Atli -
_ - r A�f..
A 1 � ��� ;,. - . * 13 +1
A r A'1i90 A' !3 A.T.41P14 A l
•,4110411/ ►,t1 02 A1172 A •5 A2 ,j,
1104
A 1 21JONEs STREET A. 19�,••A 10 4 10 7 4/ 'its
�T�� fA .+ 17
77,01
01 �� . FT
` 11, 3 'A
�9 Sdk1 A� '6 .. �;
s r s. 11� A 110 `� 15. 0 fiAS�b06 A44 ;1 A` " •1 -
A A 8 32 - �;
• S 1 / A '2 -III 1
S 12 A � •'�11 2 r `ter _
A 1 1: A�1130� ' + A'170 AS1 ,�i,` '7 A 6 A ��
4 s ,� .v i ....� _ q ,4 . AS�'7� A 7 AS 12 1
y��-- 1 A 2 . A 1 3 A 1�39 0) A 1 5 'AS1 8
�P�O\� A 11 2 A Ilik: I 1 ' l e i A 1 1 AO 2 Z #_ , r
A: 1 O
�S1127 A l 4 A 151 6 _ A Q A '3 ; A 1 85
A� 9 A 1 6 !I > i A3 r� A .1 iA 1 87
A l A I' , A 11 8 p A 1 9 ^�. ACJ0$ 1
� .141.115, 1 UQA 1 7 A .9
A _ILV .� 8 1 .1` .2 A;�66 w A 6 A, n7 Ak.7 i
'�5
,S1161 7� . ptig 1139 • OAS-032. A +Y' A 5 AV 9 A 4 A l09
1 ., .,. - - GR/E EET A' •.3_ .51 w .. A.12 Z•7.'1 95:
7A4VS11 5 A: 3 '- RSTR .151 jr .1311 r
A: . 'c 1A , A5 o OAS-031 - _'
COMP TONS ". ' �' A . ,1 1207 AS F
T REET 5 A A�..: A'
* R AS 126
u-_
—.a= e 1 ♦,�AS1 WM �. A 191 AS 14
' � �� A 189 AS: ••,
S20 .� ��=1183 k
" C 7 W A�1J8
RTIS ROAD ' .-�.8 WFORD SIRE 9E �
IVIGt3'S; AS204 05r- ..ww ETco AS1300
AS205 r r� ww O l��
SAS'46 4. ',.
MCI? 32 cc. 1
A 248 I p t
AS206 OAS-030
' • 46 �- __X_ _:_ # S2
NLegend
Data Source: Camp Lejeune GISA
VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 600 ilk Stormwater Outfall
I I Stormwater BMP 'r Catch Basin p
Feet —Storm Sewer Pi e
Visual Observation Points
AOutfall No. OAS-032 Figure 5 - 14a
AH Environmenta�F:ngineering,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Two 30" CP with ,: -
• DO NOT \ -_ concrete headwall
• REMOVE . —.
ar is, f
e,. STORM '1'.
j�' . WATER 9 �'
SAMPLING _,
�' POINT . a # _ a
1 -.".. 0 , • • 'Y /44
00
ti '+ 32TINS y ,t s - Dire
IF.:,...,, „lar .
i,, , ,,,- :,..3,-, ,..- ..,,,,L,,,,„, -. a, .
,,. , 'de.,4
.,q,, inn .`.01. �, r a4" �, �• -A
1?'W
,.. ,•-'• �d� �r`e ,R F"'...� 4� �,qy "" ,,y "mac ' r -ti: ....
F `: a �t e l0-..� ��+_,k4 ?+i6t..,'i '� 1` +4,/� ,.: 1M.i.
Facing downstream , • i
lc
r '`\�- / Strawhorn Creek.';';''itfr - •
•-4.
1.,, 04
gam.
','( 1 .N . tt.
. Y ..,� ,- �
Div L1`
i Jr .4 ` ,S`il
,..=,..k:4 ,0•:44-:.-Ef:...›,7., .. a.d--. ,
' . ' ` _
roar. < "`ry ,' a .?r. - _"
- _, _ jam+ `` ;� - -
Visual Observation Points
All A
Outfall No. OAS-032 Figure 5 - 14b
Ell'ili
onm WEuPinxrmR PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

e#' �- .%.. STORMWATER OUTFACE MONITORING PLAN
MCIEAST-MCB CAMP LEJEUNE SECTION 5
b C3 � AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
iTA.s M SCi
5.3 COURTHOUSE BAY(CB)
This section provides mapping and photos of VOPs that are located in the Court-
house Bay Base area. Table 5-5 gives the x- and y-coordinates of these VOPs.
Table 5-5 Courthouse Bay VOPs
VOP I X-coordinate' Y-coordinate'
(feet) (feet)
OCB-001 929803.8 12562200.2
OCB-013 931237.5 12562153.9
OCB-014 932419.8 12564221.4
Note:
1) Universal Transverse Mercator (UTM) geographic coordinate system, North American Datum
1983 (NAD83).
AH Environmental Engineering, PC 5-9 Final, June 2013
111-95

e s`"4"�'!,,,t, STORMWATER OUTFALL MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
1 - e AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
This page left blank intentionally.
AH Environmental Engineering, PC 5-10 Final, June 2013
111-95

sBigo9 _pp.-413
N. �■ 7A ■ BB328 O� w
il_
.WP226 1 ` p • ��ed
QO■ ► •` - . . ■ BB330 ! _ BB56 e.'a
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..
O ,,,,,,,,
-- - Baz56 SB® 07 I
■ BvG # �BB54■ j / -i �BB326
// SE,.3/32B
OCB-008 I f. gg 3g ■ ��
/ BB23� B .• =BB50: BC BB52 Un!�e
86� vv d
I SSWP163 WP163 BE BB4. B�1 OCB=013`
:B346
iii ---.
- t B�A �p
- x
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B0 / y :B329
.�1 ■ r I , 4 ,ry r&O . •
i
s.-
f
rr• SWP60 # - . 7, 1
s •.:• t. i }
■ a ■ i OCB 013
, r s ...1. ♦ eoee 4427
E■ COf4T69 �..i i �.OMO
■ fr.r it s,� • r,. r, RgNQ
o 'F •_9 = Rpq
BB245 VOP OWi
, OCB-001 (old) • i " r
/', �; 4 ♦ ". J '' _', c
Outfall• p
OC B-001 ■4
OCB-001 ',,.
Je
S u OeB-002 1 .•.::.
Br*, 4z,4/ -
r s
/LIjp yr - OCB-002 SB:Qi.'E
O
FSr■ R- Q�� Oy sl3a' .
F�■...� 'Li t
. , ;. a B03 A .4, ti ti
- , - BB 4ri5A: 934 =1BB So,1i t mt
• BB8 Bf�6 t � B9 Qp T -
:. -" OCB-003 07:1 2926 • s�21 '-L . �� ` ''w� r
I _. B E694may ' A_ 7";
1.1
(SBB313A� • .
BJ313 - ♦ /. ar�it
NLegend
Data Source: Camp Lejeune GIS 0 VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 'A- Stormwater Outfall 'r Catch Basin
A
I Feet -Storm Sewer Pipe
I I Stormwater BMP p
Visual Observation Points
AOutfall No. OCB-001 Figure 5 - 15a
,H�:n.,ronn,�ntd��:ngin��r,nx,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

' ¢'
Facing upstream "" ,�; , : ..
f �, $ , .
j
r a•
' One 48" CMP with a
concrete headwall
•
ld is -., .k,,-.,
.,.. —,.,,, VW 4 d,
- -. Vim y
'--r, n.: ''4 Ii „.CRY r,, r
- +. i. . '!` i .. •
'Ail; _fit d'.
•
Facing downstream
�, „
�, UT to New River
t
r y
` 1.
J4 _ .
A - 4 "
1 ,V .-,
;t: :•
,try i 0 t-_. ., ,
nM�14L;
`kw #
Visual Observation Points
All Enlua/1_ Outfall No. OCB-001 Figure 5 - 15b
" 4 �`a' PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

, OCB-008
i co
. ' r .,•'•lyt •i- `t- -,- "
• •-• - 2
■ • /W•14,0 .
0 T '• ,•
. wwww wwwwwwwww otittl-,....m.4:11.,..)14-1; .
'. .0. 0 0
,z. sB16:
4Z-- I‘..02'.‘ -•,...or-'"4,1•W.,, 7- - '
0 ,s--1,-w
.
/ BB328 J
F 4-414,4L::•:r.- 44r4:;.' r4-:;.", :i4;44;
see $41.'-a,t.:17k--17:..1.;:-. - 1'.•''"'i.'‘-r.k.-•••-'4;'' '
3330 BB56 , > , ",.., T,'",•,:_....:1_,,. - •- •. :IP,-- •-
/
i • •• *,..
.0.e...:• . .. ,st....:.... v. .4 ,.. .„.„
.0 11.• 2/
IL i 4.
,-,_,
i -• - TA 1 ?'''jt' .,r:74.7::-..r.' 7,1.
s''.,-Zi,.:.-., .Ir.-•,•A,,,A
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;: A ••'•v. '', ,i, •.
}0. ' 4111,111. it . 'S ; ... ,-.-% -•
l '3 0 B4O6 • e 1
.. BB52 - . •
. 1-• Unnamed .. -- ' .4N:i. . ' '-'-# • '',4 • :
46 -- i 12,401 --I ' .4•11'.: ' ?' • 4.. .-
/ ... pp . E'.B 346.6 = A . , .. •,.,..4 04 • .: ,r•" 41140
1, B50 OCB-013
' A4— •,-., i . . ' --1.. 4 41''' 4" '
, ,
:rtJi4f, ...-:j:: . 4•/.•••'•4::.. I.' 4-,,,, 1.,..,.. ..7:0'‘.,..1:
•1,r•
71 ??'"'
. . -
ir / :Ar, • /— '-' •' 5
...4, a
- 5
I a lik
• 4 d
'• - 41,14f Or
* :-.- • ,•d!'. " • 4111rilfir . r$1744,4' r
/...,, ---_ • , ..111 r .4 i ::4 A / --.%•::_t'Aik
441,-
.L' •4itti.r..ta,. ..i. ._ •, 4.A
• • • — ft i''
'' • '2 ' , 4i, :P.146; 0 if
. ' -, -'0, '••1,-• '• • ''•r.. ;v-'-. , ' •-1 e sr id -:Nzi-g $ , -
. - ..1
„, -• , , 41 ' .3.P.A4f".4'4; •• '4: '''- Id&/0 4,-WP160/ SWP160 .• ' •'*
•. . - •,.. . - ..'is ik,...c •_7(4,:..4 1:...- ...:1,. • - -,A,___ 1,,
,...-,,:if .. . i4, .14::2111;-;. .. -,"1::4,•?t.:Z_ '- .:--4- .•,-' 44i.
`,`-t4-..• -•''' - • q.'"'";-.....-'1 - -at '4)b-
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. .,, ' S'4-2q--' ., ,. , .. ..,
,.
•41s-' -•T.'4,.... , • "Iir;,AA*1*, "'' ....0.,..:*,:.
, - .• .. .G...„ht, ...- ,, , `..... -0/ ,-... ',..- . ' 1.:,' Tie'4;-4: " -"' •7-, 11% , 0 tf II V • 1:/
4., ,. ;fr.,- '..-'. ''• '4,. .. .1,f4,,,,/,',.' ;,,,,,c.,, , 1,..„ ,•7: - . , 4- • u a
i .fr
'''' '-- -41:- '• '.- -i-__ .5a. „: 4,•.,:--ft:vz,.< :-.10,!-_,ii-n- • i . ' OCII•01@ %CP '-''•' • ....V
-, ...,-, .V'7 ' --ze li•t,".:: .. '‘ ..,,'. , ;iiiik, ../..;;r.j..,6,Idit,:.''' ., t.,•..X., .,. !r • ''9 L.4 00B-013 -- 60.
BOo '-: . -,:W- 7 - • , 1i,-----_, - .--1' - • v-r ''''",,i, -'=--",„ ' At. '
...! -ArN, , 7 : ' .: • I
t • -... - SB: i''13
SBBLI
' -• ". . r. ----'.. ' . , "V, . ,... .
•
NLegend
Data Source: Camp Lejeune GIS
0 100 200 A
1 _ 400
I Feet ,L, VOP I 1 Building —Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
ilk Stormwater Outfall
I Stormwater1 BMP ir Catch Basin
—Storm Sewer Pipe
All Environmental Engineering,PC A visualObservation Points
Outfall No. OCB-013
Stormwater Outfall Monitoring Plan Figure 5 - 16a
MCIEAST-MCB Camp Lejeune, North Carolina

rA + ramz-,, 5
f S ' Z-F,x
•'I _, , + r yr.°'' I '-' �-i
y 1 1
.. VOP for ,'! �(• , ,�1y ), .as, 3 : c y .'
0
T; , _ , �.. F ,*rt '� 1. rt I,., r
::.t7.-. _
, 1 - ,
.015,t...t.,.:; -: _,___,-, ,_,:,,....-,..e._ .....,
1
._____).,..1
'/�'/ • _.._r.„..- ,„:,.;..6.,,,,,,, ,,,,;:_., . 7' ''•••• '4:; '4- • '''' ,s.,,.'
s P,' 4^ _4 2• 1''- .,�,.:.
a+i 1..1, ! \, �', 1 {i
. .'
A
_, 1 t• ' „\ �•4, fi/�` i�1ii�` F '4 i J ,L�. wd'' \�
1
i g
"c t':a �T t; !_ s.'t '.ePj, "f ` a '' R ,:)Note: There is a large stormwater
infiltration basin located upstream
of the VOP; therefore, stormwater
runoff will only be visible during
large storm events at this
location.
Visual Observation Points
A•
Outfall No. OCB-013 Figure 5 - 16b
A �" anmzntalEnginxring,PC stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Of),
an'ea
Yr.
Ni
Outfall
G-N y�>
OCB-01Q 2 � `
u _ - ._ VOP =y
OCB-014 A ' h' f-•,
P
• ■
+4 SWP158
C6'Tj.1 O
OCB-014 ■.■
-.•• .111111111". 0
lir: ' — ..' Q
o ''w" 'r • 'O�6
@y yin'
o.
yE .N •. '},. Jew - -�_.r. do J. :
Li
4 • ,; • .- .f fir. A:�-
-
NLegend
Data Source: Camp Lejeune GIS 0 VOP I I Building Surface Watercourse
A
A Analytical/VOP I / I Facility Boundary - - 'Drainage Basin
0 100 200 400 -A' Stormwater Outfall
I I Stormwater BMP Catch Basin p
_ Feet —Storm Sewer Pi e
Visual Observation Points
AOutfall No. OCB-014 Figure 5 - 17a
,H�:n,,ronn,�nrd��:nx,n��r,nx,N< Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

NC Hwy 172
!.' J
ll \�
� A
11°1
vim. .
Level spreader for
SWP158 (stormwater
BMP at bulk fueling
station CONT161)
IFacing downstream ! .. _
• ''Igo rA... ',i1. -.,-,,,,. '. ,..tt.': 44
, tad 4," - ;, • 4:1
/ , `
, VOP for
OCB-014
pi
—,. 9s K
'1,
Visual Observation Points
ii ' Outfall No. OCB-014
- - Figure 5 - 17b
AHEnvironmzntalP.ugineerm&PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

e#' �- .%.. STORMWATER OUTFACE MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
b C3 � AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
iTA.s M SCi
5.4 CAMP JOHNSON (CJ)
This section provides mapping and photos of VOPs that are located in the Camp
Johnson Base area. Table 5-6 gives the x- and y-coordinates of these VOPs.
Table 5-6 Camp Johnson VOPs
VOP X-coordinate' Y-coordinate'
(feet) _ (feet)
OCJ-001 917658.1 12616157.2
OCJ-004A 915121.8 12619579.3
OCJ-004B 1 915172.4 12619602.3
Note:
1) Universal Transverse Mercator (UTM) geographic coordinate system, North American Datum
1983 (NAD83).
AH Environmental Engineering, PC 5-11 Final, June 2013
111-95

e s`"4"�'!,,,t, STORMWATER OUTFALL MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
1 - e AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
This page left blank intentionally.
AH Environmental Engineering, PC 5-12 Final, June 2013
111-95

wil
:.
11111111.1111
M124 t•*, '•
Mr : Irr�r
OCJ-005 •♦ M 139
4,4
4, .
, _
,0 __
I r
OCJ-003 • s' s +4 �,
M126 •
s
s
•• ■
i ,
1 A Aw • AL
♦ -r ,
•
A •krrrr♦ t
OP o A
4e •
O A
ROpO r
P
....
tO y
�� MONTF�RN ..
,..,.
M119 . :4‘OCJ-001 *,
t
ii,tta'N ,, M90r
a
r wOry/1,1
M120 r t t�� 110 r
r ♦ illt"# r
li tr
• r _ r
• \‘ 4 . - 4 /
•
` OCJ-002 ♦ .
4 •♦- y
,it, 4 w •
., y ti
w• MCP' ►• .f
, e
OCJ-00
1,, q' � ' ' _ i - Outfall
■ ' 4* _ OCJ-00
iv. .. 3ittf .� ti I__I
lit, - `e.sit� `•' , .. ,. OCJ-002(removed)
y r A Outfall
r��. z• ..
21 OCJ-003(removed) - w;i ,. ' -
�r '
1,0
OCJ-003
Q.
NLegend
A
Data Source: Camp Lejeune GIS VOP I 1 Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 ilk Stormwater Outfall ir Catch Basin
Feet -Storm Sewer
I I Stormwater BMPPipe
Visual Observation Points
AOutfall No. OCJ-001 Figure 5 - 18a
All Environmental Engineering,r� Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Facing upstream y `_ "s +
' - i ;sue= • .,+.{ 4r y;. Tr - ..;; ;
- l - R Y--&�- .,Q.
d L
l ',
- oa NOT
REMOVE
_
STORM
WATER `' _ 1
SAMPLING - `
.. 't. °9INr
0 t�
J 4
/
f_ - ..
ire 1�
`� - W
y
- — %I i ,_1 1 r
s (��f�/� L 1�'rl� , lei i
1 ." r / �
it / ' ti~ _ - r
•
�t -!:'lly lllILr .R
Facing downstream
-41 q l- g
'y,
l �
r, k y
+ x
`r _� -.•, ✓ I « S F r.' .ia tom,.x
d
FA. .,' ,+• Ss�' 4'' - rd ` ` 9 O hl. w °
4, ::A!r ,,., 1� ' fi" R s-�` ��r Y ' "^".-.;A6y L ,�~+ter:
_`414,1 • ' -
rrrf +A s.' < .'
I_ `, �qll`� _ ' . . .
Visual Observation Points
All AOutfall No. OCJ-001 Figure 5 - 18b
" onnnzntalEuginaEng,P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

1W2 ..
51 - _
Q•�J; : ��Omed ' SM
S447� r
g•
■a
k o�0 ° • SM459A G. � _ SWP213
OCJ-04 =-•�. :•,r.••: , 4 y ••:"P " `-. t 7 V A, •• GG' 0 .° ■ t•4 •
co _ r •
u - . r si ■
•
r -r a •~ - I 44• F
cr, E o- M451
I
•
, , � a .••� k SM�t.-
P - 4'
Y _ ■
.. , .0.- _.
06J-004A 06J-004B --- -PA 11;A7.0.04,j ,■ ■iN 1
.,,
:,ikl.ire-..'. .."•--
•�. ]C 43
yOCJ 013s P2 2
«,. a1, % # a SN00A
1 P 30 P2 2 431
r.. l' ■ S1. - i
y r
!• r •
d / ' , o- O j
a OCJ 004 SWP211 .0,.■ O "fir
• 13
- . . . •Wi Ta `Y• .�i . SM�140 ■--- .digia06, ‘. m..40, ,
05
0 7
r r
}`a 1 13 �O M4K1
+�.r $ ifs# - I. ■
��-,� ® 1 i
��< o: .. M129 ■ \JG
• e SI�44 Np.R� MaFz M1
r -• ■ SM19B
•14. MF * 9A
MM19 410
-41•
:. N -.._ r • ; _ M1:L
O
OCJ-003 0� -_ .
!'. - i a.-
, - - `- i 1 8
�� s
NLegend
Data Source: Camp Lejeune GIS VOP I 1 Building Surface Watercourse
AA Analytical/VOP I / I Facility Boundary - - 'Drainage Basin
0 100 200 400 600 800 Stormwater Outfall 'r Catch Basin
Feet -Storm Sewer Pipe
I I Stormwater BMP p
Visual Observation Points
AOutfall No. OCJ-004 Figure 5 - 19a
AH Environmental Engineering,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

i �
IrrJf r •
Plik 4: s
�
UO NOT >,. 1t l
REMOVE ' i� .
\ .•-� 4. _ l It
STORM ' +r
WATER ,*,e, ,1►'r ;.� f e..;* —� .q,., r` "
LING r P
SAMPLING
�ry `` -ff ,-,�, 1 F ' } - • f: k
�'' - tY � ire .!_.� l 1_ ..
fir` . ;g ''� . ., , ( , S 14?4 ,
tI j _ ` 'fir � * - ° ' F4- " -
/ 0 kN - ''I"/:::,.
4 , r.,,-,--i,t./. .,, ., .4fio
�'ti rp
One 36" CMP -
• ,., 't -,-.2rf4. t. X
V i . F '
a'lL Ass , L .-:- - -•, /- ' :, _
l r. t\: `I xl }. r 4.
Facing downstream �Sl1 v " -�` � '• ;
r' 1 J* •L
4.
;Re, .lF'. .s-; _ 1 - - •
J
to - •• . i���-�' }
- 1, l
111)4
' 1 S r'..
i /W�,
, ,:
Ar• ;i+, iii
1i1Atk5
i b}
;''b 1,
Visual Observation Points
All A _ Outfall No. OCJ-004A Figure 5 - 19b
" anm�tal ginz Yng°PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

•
.ye,I �� R 4 - F"
ooRar� z i
REMOVE a' - - 1,
A.. '
4. STORM•
One 48" CMP (not k
WATER visible in photo)
SAMPLING0 .
POlNT i 9 "� r
.. ... .., ,,, , ,. .....„..,..
,,,
3Y
�yy� `
' tr 2; ' - .ei , '
O ,-- y2 ,)i ram* • v
4B `4 ,i \, J
1p p ti
.I ' . aayi
s* � r./. J � s k4,0-
--<\y 1. • b n k
// • r cv W � y '^ ar r
wI `'
--Sio, -.. eM' :`,Rt 14,R..,.-.. .. 1 eC.ad 1
Facing downstream '
'(! - ,. „b lb,.! tA. } „-
tr.:, - 1� � / S
,
I a1 f r� k
la,ks' Er71 s :;fry awl` a��`/p
.R ^R-�
_ ,jV,-. N�a i41 sera. 'L. cs"- d di. n : •
- •
r,tc.
�rrt7l�r v.
1 a, R f s
•
Note: Fallen tree to be ,f d • <±,4 s
removed for easy access ` �•=r
and toprevent clogging -,-• , ��L . 1' t •
99 9 y ;:; �.. .
- M srl"� ,P � -
of culvert. *ti
, - .mr! .C.. :1'� ._. . ` d± "aa.• .+�liA,,4h le .. k#. ay
•
Visual Observation Points
AOutfall No. OCJ-004B Figure 5 - 19c
AxEu.r nmznt21Eugina ng:Pr Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

g,,,''�[rs,yPy STORM WATER OUTFALL MONITORING PLAN' MCIEAST-MCB CAMP LEJEUNE SECTION 5
3. AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
0
�-3re., s'
5.5 FRENCHS CREEK (FC)
This section provides mapping and photos of VOPs that are located in the Frenchs
Creek Base area. Table 5-7 gives the x- and y-coordinates of these VOPs.
Table 5-7 Frenchs Creek VOPs
VOP X-coordinate' Y-coordinatel
(feet) (feet) 1
OFC-001 941490.9 12585584.2
OFC-002 940046.4 12584528.3
OFC-004 945554.8 12588216.1
OFC-005 941819.9 _ 12586917.1
OFC-006A 944305.1 12590443.2
OFC-006B 944147.6 12590210.2
OFC-006C 943709.4 12590006.0
OFC-008 942354.2 _ 12589863.0
OFC-009 942433.8 12589792.5
OFC-012 940669.8 12589786.5
OFC-013 943836.1 _ 12591141.3
OFC-026 939281.9 12588232.1
L OFC-027 942746.7 12591129.9
Note:
1) Universal Transverse Mercator (UTM) geographic coordinate system, North American Datum
1983(NAD83).
AH Environmental Engineering, PC 5-13 Final, June 2013
111-95

e s`"4"�'!,,,t, STORMWATER OUTFALL MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
1 - e AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
This page left blank intentionally.
AH Environmental Engineering, PC 5-14 Final, June 2013
111-95

JP�p SEC-59D
I-..,. o31
-be��ti
Iy� za a eF.4 \.,6. s.'.
�+'� a
000e
+� r OF0001 �4■v ,
F ' y
100
e
•
. ..
f •e -
y - OFC-001
e♦ I /....SWP21 u
♦ F
1 # q
•p', 6 #
•
OFC-001 !'
i OFC-002 �t�.
- ir
0.- 4 hl.,p !. •u
t.'' , -: '" 1.-;4•-,ed. I V,t.C.4% -ei;
4440)"' ' SF�3 '';441: :)';'A-;
/.., . . , 4. . --$ .- t ,L.Z11.1 .
%, : .!. ; • .-kk• -.). 1 ;. n;.�N.: -*"`'.e . '' . i'. .4I..
k cif•: � y.�,1 t .f, "s___.- _�L L ,}_
:i.kA-.
L 71 Yfi' k &
..F ,may y' •~=} •.�
i
NLegend
Data Source: Camp Lejeune GIS VOP I 1 Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - 'Drainage Basin
0 100 200 400 ilk Stormwater Outfall 'r Catch Basin
A
I I Feet Stormwater BMP -Storm Sewer Pipe
Visual Observation Points
AOutfall No. OFC-001 Figure 5 -20a
,H[:n.,ronn,�ntd�i gin��r,nx,N< Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

• ., i A-.
11, • •, i. - 1W4fi1l i/i• ','
..•, . -•-,0-,•,-.-A ; r
1 ewl :: ;- •i '
• - ,-. ..
• __ ,.... ... ,..., , ..„..„, 1, t. ..- ., . ..n--.: _
' %v Is:: ;1•4",04'eeffir ---e-' b- -• rip. aro.S. ''" 4.1; 4111140;41,%'%4-,-1-4'"-- -.
1
. t * .... • , '* , , •
- -__•••••4-. •# ,• ,,-/-'-, 04; io ' ' .,
- • . .. _
1.,.. o
' ,...... ...
DO MDT • , -
REMOVE , , , - •
-..._
1
. ,.. _
- '
. -
SAMPLING 7,
POINT
- Ni
,' • ' _ .
--
- --ago• ,.. .--
0 ,... , ' • otiSk..f?MO,
- s....
• 10- .. 1
T. pkir. _ . •
1 ' . • .. ---
0 , . " • r
- 44- -_
41"teirAlik - '41
,.. . . ...,..„..:,
k , ,
' .
A
, ,...... One 18" CMP with
•., .- - manually operated •
" sluice gate
.f,'• 4
'.
i
x---pm
Facing downstream A ,," - . -ci A A -•''l.-- • - •
' ;_ " ',44•••.jl, , 4"..-;.'1' I* -1, .:" a ' --- - ,;...,
i 4, ariip vitt;.,r... ,:if ,:.,'.f. • - , - 2,41.
• r kik- •, - "..., le -.-.
_ ) , i--
_ )11 ... , ' -. •-•rtP.• ‘.
l'W,i . ** ;AV , ., .. • , , , ;!.0-'-- —•
- .. • ; . c -lio; - kt l'Irrt' i i -. ,, .
. -'''-4-..,I'--...,„• -•.es"- ..= .,, f.. halt- , - - --' ,. _ jalF _
- .•
-- .4r-
• •M :-' '-•.- i-.. ..„
, •,. ,_ . .
. ,
o1 • ' .-,- t.-N,
4. ; --„, . -.7.„--4_, ...- -• •
. , o . ,,. Is ..,--..ke - .„, .-.)....-.4 -4 •
0 _ , ,,
' .1•• ''0 ,, 011 fp Ire -S-Ni - q-4e
.. &,•• - --1- :•••t, 4.•---
0 ..-:'• -
,‘ ,N
k'
I.' • ..4
-streV
-,
. .
,F.
.- -
....
, .
i - '4116ibi,„41111 1
All—Envirceuam—tIlawinmin.2 PC A Visual Observation Points
Outfall No. OFC-001
Stormwater Outfall Monitoring Plan Figure 5 - 20b
MCIEAST-MCB Camp Lejeune, North Carolina

400' r � ....„ i • OFC-022 -
l !V
• % i ti F((�44 �,i
t. r.■ ! 042 .,_ ,. ♦ �•,
i.
■ + ,r .. . '
•
/f 7 1441.1111(Hi . 4. ' f'
A i9• a .., 16
I i �,-
SFo•
•
•
�`SO i �'' C44
T %, 1 f _ / A
► r ■
A
i - - OF,C 001
OFC-002 • SFC437 � ��
� A .4,
'4'4-
GONZALEZ BOULEVARD _ _, 4 lip,' _ - u����. 1- i^ �` e
a `�`
_ •;Of
yt
4 0 0 0 0
. ,..,... / i
SWPA
OFC-002 M . ,....-'411)00...i.;
•
_ -
4.. -
- M •t_ k.
\ oamed, sa
it
t41).1r.,;_tilr.,'''"•4'" 1.,1• "..'':''''''.1,--.' 1......1A*',..Nr'r ' _: .•. • ,..t .1- ,-0.,, ,., ,,
,......„,., ,,,• ,,4, . .. c ,_ ..,› .. . .
.... ... 4„,..„, _, , ,, , —
Y::, •S-'4 .a
•
L J _ ■ .r a i. a :.,i-.-`• Y * 4 Yy .3 . •. .gyp .yeti. '�. G- 4r' ,-,r ! -,..
-11111110
s ..
i
xzr ;1 i
rid,., e '
N ALegend
Data Source: Camp Lejeune GIS L. voi Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 400 600 5r Stormwater Outfall reCatch Basin
Feet I I Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
AOutfall No. OFC-002 Figure 5 -21 a
All Environmental Engineering,r� Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

NOT
' REMOVE Vic= *'. 4. '
L i i�� f � '=„ .4 ice.. 7�
STORM 1Z> ti'i .+spa' ;y ;� fi- -
SAMPLI y
Rs J
POINT - Y'
0 '- , 1 One 18" CMP with
f •
manually operated
fnn ' sluice gate
W • � .
•
o I �r
- / 1 -'-- j4�
Q
of
0*, .ems
U Facing downstream i Iii .p ,-
r .L : UT to Frenchs a
y !y r:
,-0 1 , ri.1• , y Creek le,�""r' ' ,',., ;,r ti .;,, .
",yam � .t ! A ^',M
O�
, a 444ci.,4 s-s. c-zr-- -
\I); ...:
-.) or,„.
,_
. -..,.
� ,c ;z
Visual Observation Points
A
Outfall No. OFC-002 Figure 5 - 21 b
iiEn.ronm�vlFuPinzYng:Pr Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

N
C4^� a'
j FC006OP
„ coax -ar
t •
4+
SFG50Ary FI ■ �a
b, 'S N." . , , • OFC-028
` } FC292 0. \
•rv, Go
AIK
SWP68 — k VOP �r
SWP69 OFC-004 a1!r .p \
FC 2 P 0
McHUGHBO ' it .a ,z �r P1 9
ULEVARD •
, • 6
�; rptik .1' o 9
OFC-004 - -
'� -•s, -
61 a _-e'" OFC-028 F::
a
a U r•
t. c
628
Unnamed • - •-
e.
3'
r N as
h
Tc
y}
.
I' - 'r; J OFC-004
mo .t. N,.
.f'4',;:'. ',:,CIF0 ..
cx
. �.
NLegend
Data Source: Camp Lejeune GIS VOP I 1 Building Surface Watercourse
AA Analytical/VOP I / I Facility Boundary - - 'Drainage Basin
0 100 200 400 600 800 Stormwater Outfall 'r Catch Basin
Feet —Storm Sewer Pipe
I I Stormwater BMP p
Visual Observation Points
AOutfall No. OFC-004 Figure 5 -22a
AH Environmental Engineering,p� Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

1.'*•14144541 .„.
Bulk fueling station y, r. ; •;
CONT160 1
on NOT
REMOVE ` o- \___.
STORM \ I' A 4.-
WATER \ \ �'�._ \
SAMPLINS '�
- - - - - a
POINT
0
'NN' .t tlA. p � r
O 'f ;. Flex ',' <; '+' * k��k , r, „` :.* = m'{,� "��.
4. w 4'"e »ti! 5 i o t , , M
ys.y .0 4 . _,," , S' . '.' ,`.tdry .Mt. + . Yi�fpa�.4 ,, u.-v tom y _
s^ h s 4 'ZY' r'r y .O'h 4F F yn + Y '.(rf b ..
t- ` N x"ip a + Ja r� � a
.
'` -E ! 4 4 , us,r+ 'ad 1:, r,. \t':+. ;� .' i d 4 ,
1 k� yc" ‘-- Jsz i 1' 1 :
fy r41 -w ti F ' r '' } ' r 3 V n
.�\ v , � yx
,. if � ; 1 ,, ,a. , r.y.. a ,.. , `"N:_ ° .- rM. ,.
Facing downstream .,,
K' ~
tat'' t- is
_ Sneads Fe
rr
elip .
UT to Cowhead Y Rd
Creek
•t. `
-=
° a
- One 36" CP
•
A....„._ ,, ,-, , .. - _ ,, i ... ,.. ._, ,--T, •- Ilk . , 7.4';._'',... .1\4-77-.-.'L _ ' Z.Z.
'' F r c ✓fi r x 3,r a. r , --.= . -'i 4 ' 'tail `.ate,
J >. + �''.•N -,1f: r�:' �S ai.... >E -.�ni-..4a r t\ a +._
Visual Observation Points
AOutfall No. OFC-004 Figure 5 - 22b
HEs"7ranmzntzlFugu`z Yng:P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

-- OFC-008'•• 14J!
re, ,
,.. . OFC-006
-1111:1rr Are Ire:44, _ 4,11 3;1;' ' . ' .
ri FC2 0
4"• fig -�,,_;, 4•
.
rasupplor-
mallir -=�,. 1 BOULEVARD FC251 .- i3,� o _
or .45 S-. 2 ti _� ti
f �._- '.F:St
F 2 0 it F Ai
► }
OFC-003 F i.f``
OA 4 r� F 21
t SWP3
►. • C25
SF 5 C s4�q
. �.i OFC=005�` r,y.. ,, r r ,
•
,C26'. Fe'' 4! ► • - - -z02,i.
C263 „
Analytical/VOP ,,
OFC-003(proposed) �'>\PLO _ ,_
t - OFC-024' .•'
Outfall,FC260 �' `* ,
'": CFO-024 ■ - s.
C36 :� - •
.*aR �OFC 005 sG•. .
.� -4.. -
Sutfall'G _ •- '- 1.
OFC-005 :�
.. • 1 '
- 'N ,- ..-k
Y I.
-t C
r._ • .. - - . - n. .
NLegend
Data Source: Camp Lejeune GISA
VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 400 600 5r Stormwater Outfall reCatch Basin
Feet I I Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
AOutfall No. OFC-005 Figure 5 -23a
All Environmental Engineering,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

4g,,
i Facing upstream
.. ..
........,-,.._ -
DO NOT
REMOVE ) --- : /.
ir -
. ' One 18" CP with
..
STORM 4:-:-2 — - =t":"- • ••"-• -... - ----, ' ' , • concrete headwall •
,
WATER •• i4r,i, '..1,;4 ',,,.: -4' •., -, . ' ' --rffiniverrs_r_'ff.Itirwrre
', SAMPLING •i-
..-
•
4 POINT -'1. Nr;-"'''''. ' A•
,.. 46.. _,...V.-....nt- . -• • ' '.. .•t`., .....•• - . - ,, _
0 --' 3:216‘,Z,*- • ''C'• t A i 4 * -. :A.'`' '
rw F .-.- --_-___. _ ,.,_. _ ,-- - c, .a.;_4.,!4"•., --*, '
••••••-• ...,,.......,.,......-... 4-1•,..* 45,_,,_,A ..., _,,,:c:,„. -•" '1/4•:„•-: .,. . --- •••.:
I 4...., „„oftiw- -1;••• ' • • ' `;', ' ..--7,z. ' .,- ‘, ,I. *
C " •- r••,• -1.t . •?.. c ••••,;) ,
- •- •-'sab*.,, " I -#-,.., v e, 4, • , 6 . - - -
_ -- • I-ii '- 412:,, ;.'":4'.4-11%- " N ,
VI .1 14'
411110 t‘•;AI - /41 41
4
I 0 -:- )1,3t. ,..,...„-st%-a-.--.:, ' _.. f'---- IL,:::. i --, -.:..... ,•
_ __,.._ _•,- ,,,,,-:- , -,r '....,..-:04.'''',. .4k, ft ]iii,''.:4,-(_:—.:71:440‘..pi .4..`. v.,-:/1
- ,
le''''---- 0 •t -1;,„1 ,,.' -.s.'s , , 4.'1''y . ,.,---,1- -- — -,- -,. ' A -ke. Tiv,...= ;4, - :....!' f
.. .
5 _ , Vv. 7.-.17wr...- , _,---- . - — -. • • '' . ...--------,_ t-A •-,..,-..:iX,_ _ _ . ' .„
4 41.•... '
‘ • . -: . 7.-'4.* (...., --A( ' '''' 1 41•40r,_ '' .?
\
.,,_.................„
'..*."' .41....v.... ..,.n.„ . '• . ',, ,
:•._ ,, .....• \ --*.'• • / ' I . ,.,. .',,, „. “.*• , ; •••;ilt* ...t; °....5":,,•, ••• "
- -' r '1%. .. '-' '''.° ' " -.44 'k' d'''' '' ' '.C-t•''' #k-.;'7.'1% 4.`. "1. .- 4,..: V
• ),I ,, Ail,•• NV. ,..---,,...u, - •. ., _ : -...t.-• 1. ....t.* 1_,1.. . .,,,c..,%,., -,, ......-• .
"- .P. °- ''' -..'-- lir,7,"' „ ' ',-,;-•,.. --. • , -\'' ..4 - . .,. ' "'i• •..' i=-.-- -- N.
'4 • ,,,Z: ',.."- f.,.. ,-rig-• • - - ,„.- ..,,,... AL.,,,,-4,.,
i , •ff, ---,-... .--, ...-.-, .,-,1•4..•.• ..._ .&.t•.• .A L,46 • _ ?Aga, ..,.., .•487—A--- •••".'.141,
Facing downstream
' UT to Cowhead
,
,... Creek
-..'
, .
' • ... ,,,-.10-
. r • '
,,,,• ,),
1 ,
,..,; ..• ,,,,,N,.. 4,1%, P
- fr• 4-- . niekA,.*•.1. kg ,
• n"ik"4,"fir"'''''''1,11,,r I`
- , $1;At,>•"&41*, *'
. ;.•I 9.• • ..t..111,• ,.,..,..,.!
is& ,,. ,, ,•.''-,,to.'
.,,,. 'II
• 0 lg..
•
..-U4 Eln1.1 nuamt--_.1 Earan&nto.R PC A Visual Observation Points
Outfall No. OFC-005
Stormwater Outfall Monitoring Plan Figure 5 - 23b
MCIEAST-MCB Camp Lejeune, North Carolina

OFC-013 '
U�narr7,,.•' \.Outfall .
- - o 0 CAM 0FC-006
u
vo,
OFe-006A .
A.
.e
_ KP .-
OFC-006i3 -a,
K?
Gl Q
`! ) OFC-006€ --
SF0"34 OFC-007 removed e, l le
#r
a C4! , i'
SC 4 -
FC285 II '.4At i
k .
FC286larAlr- 14 .,-
4r7.
OFC-006 ' 3AA
PP
• 4
{ OFC-008 FC280
J � pig ! efe 4. b-p S 0
1
ct
rL
C4" OFC-028
--. 883 4 A .. . x V
0 44.,7.g,... 4 a* -A
-- i all -. , •-, .
0111;
i r e.
i. SFC50A C5 1
•OFC-009 . , _ ,
g ` ,�• . -/ •C29 OFC-004
401( FC270 6, UATM ►r!• • t4: ►
i y .�#yam:' :4 4 k — T Pm;• -�`.
4470ra.9' y '} 1 �%
•
r�� Fcy�. ;'' 2Fs �
4 N
OFC-003 'w;v+;Mc r . F� ' 4FC292 k�
r
INN UGH BOULEVARD • -
•
liPt 4,
Z.
Zar
NLegend
Data Source: Camp Lejeune GIS 0 VOP I I Building Surface Watercourse
AA Analytical/VOP I / I Facility Boundary - - .Drainage Basin
0 100 200 400 600 - - Stormwater Outfall 'r Catch Basin
Feet -Storm Sewer Pipe
I I Stormwater BMP p
Visual Observation Points
AOutfall No. OFC-006 Figure 5 -24a
,H�:n,,ronn,�n�d��:nx,n��r,nx,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

2. r.•
memo Oil �` :. r
j s �I�`��. IY�a�111MAr" II pr.,,ii n
L., r R
■
„:DO.NOT
REMOVE K .
.STORM
_� - -- - 4�.
WATER _ .,
OINT /
0 f /"
, � ,/
F ., •
... .:: : . 2,... :_,....... _
..,.
C J 1 9-0Gtittc; c _..., A
. , .1_11-2?)
•
r
••,1.
..:-,,-..±:...4...
a.1
i600t—
; -----1•5....,..i.tKsr....,.. .. -4.... . ,,,'.L.„,..,y_),•K:.-t'-,:.i r4..r, 1•
/ 1. �'�14 ~1 .r - s t w*
„1., .,.
,iI
. ,. ..,
. ,
�� r
_ ,
.• 1
, u. .. .4.
Facing downstream *; i '
One 24" CP with — -
manually operated - - ,,,,-,b,
sluice gate
---------------
eoh o fF
._ - ;j _ doh.
- - r`..-.s- ,- - yi• I _ t -s-` { -_
1 ,••• ,' {+ fit '
Visual Observation Points
All
A _ . Outfall No. OFC-006A Figure 5 - 24b
" anmzntalEuginz 1fl: Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Facing upstream ill,. ,_ _
40iiiiiiiiiiiiimiiiii. /fr
iikaliki•
Lx
t, - '_. .,tea: +r' t
k.
•
r . 4 ;
"' rIir >. j V y(�yy.�. r t. Pi �.:a3 �ktir'Y v� r. I',
�j�{. ��l!
Ji
•
Fs ` - ,,_ s. One 30" CP -
"°' .ram it . s. 4""r"�=
0 , , .., 417,S ..., ' 1
7-- i.I 0,•-•, l..._ ,j41111111111. *ic''.,..li 2aitr• 4,•• -tali
Facing downstream `41 '
1\
r 4- I a r,
Ili I _
E
14.
; 4. i
....i.e,*
C .� r
e y� [,,
a -- ~- -d yv Y 1�et•
, � ^4 r ro , 1
cci .
A
Visual Observation Points
Outfall No. OFC-006B Figure 5 - 24c
" onmznta1Eugina nPP Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Facing upstream
IN P
f,
One 36" CMP (80%
` _ filled with sediment) -
A t },. 3` '.- __�`1 dredging recommended
a {
P / _,- ----" _
- Significant
bank erosion
-4
`-
�: ;
Facing downstream .s: , —
,1,. VOP for
,,1 OFC-006B A+,
o
'' _ °Iv One 36" CP
. ..
-w; .
Note: Stormwater runoff
from the drainage basin
of OFC-007 has been -
redirected to OFC-006. -
Visual Observation Points
MIEn
A _ . Outfall No. OFC-006C Figure 5 - 24d
" anmzntalEuginz 1fl: Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

•0
0
- g.
r� .OFC-007(removed)
.. � � V�OP' F 4�-� �
. - OFC-008(old) ►.. 4,41..5;'.
7R.'�ql►�s OFC-008(new,)
A ."
SWP57 Outfal A wcQ 1 7 4 {
OFC-008 OFC'009 ' FC285 p
I
r _ f I
-'. — _ ore OFC-006
f i FC286
OFC-008
■ rratil/FC129 S �y� ,r;. 104;:-
C '-.4 wil wAi raj I 4-
FC280
C130 4 ' ' I' morr a SF b�}'.
.•SWP53 +
OFC-008/ nett r •. (41"P.74 —41
.� w83-
� _ WP53 - } i
F a*1- . j .n fl P5 - SFC29'.
�4' -f I 1 a C a
,�G T __' ! C206 11 r
11y0 r
t FC200i 4r JP'r / 0 FC211
T OFC=009
Y j . S101 i� FC211
± >s ri143A, r ' "11,4411111... . /I
l,
' FC270
`s,.. .-.ram — . . • ;�+• , -McHuG Jr: /1 .
7 a 11 w r w+ $OULEVARD - -� ., 4
0e
#r Adlir,
s! ,, Isle pr
_ •, n
4,,,2,,
,, ,
O
kh a .
�,OFC 003 „45 c�,�:. .�--1;. 5, '
SF 23: . 1 0
1
1 Ma
4
t Fnt37 410,0` 47a0BPAllir F 005
NLegend
AData Source: Camp Lejeune GIS VOP ]Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 400 600 �r Stormwater Outfall Catch Basin
Feet I I Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
AOutfall No. OFC-008 Figure 5 -25a
All Environmental Engineering,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

t TyE+°
Facing upstream ' •
lt,
s. t
it 7 � � "`�k• qg Y , \f\ %
' @i Y' 1 S
`'A 'cah ""),,,,,,a );
4
......„,.. 4,„ .. AIN(`
411111.111101
, _ ,_
Facing downstream
Bldg. FC286
Y
=-€ A _- VOP for -
464/
4 k 4 O
=� _ ,y 1. a • , ,4 r- :a '
ir
/ll r f ` O# .r r# 1
A, Ivl �.
Visual Observation Points
Al ' Outfall No. OFC-008
- Figure 5 - 25b
All aviranmzntalEuginaf•in° PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Unnam!4:1ed 'MP
a4 ss - OFC-007(remo,��ed)�OFe-CMG.,
_ ,.'2----
�'• OFC- Q (o ) , .lsri:
F.f
OFC-008(new)- -,.1. - ,ji,ip, -
sf.,... ...__ ,, .4,_ ,.--,i 4,7 i. -,-11
Outfall~ i VOP 1
OFC-008�OFC-009 � ?r — �. 3'�
4
` t r FC285 III
• FC286 OTC-006
r -
rs r
, iF 1 r
sailv6 44 f
i F Arop-rw;:OFC 008
really L
FC128 ► �,i i
FC280 C28
OFC-008 I r
.000
FC127 �, a S ,._ `/ s a
p !c - _-`'� •cami 4 i r 4
S ` P5 � �
s 4 4 ;:vim
f `Mi +
► r
_ + e r EI
FC207 i -�
0#40(
` 1 cur. . .� [SF Ili • . p-
jr
I ,.d
FC206 �� ��.. ,- # 1
1 r # 4
r 1 SFC211 Ci /
ip/.771
i . ��� OFC-009 jY 4. :`
�01 1 SFC211 D -1 40ry41
FC143' 1
1 'rL ! 1 •
i rl FC270 MCFUATMFC298"-
,, MCHUGH B fry a ' _,. ' .44
* 10)'
tr:. pill Pr ,Apr" Apr" . "—ft ° °-' ' ''''6'71r 4.'w-N,'' :1.' - 4.:
wwwwwww
FC251 4 a #
OFC=03, SF 4y!58ladtirr412.; :, ,N f - 41,!`►
r--,� 1 r
r - 1
OFC 005 `'®
.-rsr.37 + 7 FA,r.'' • f. •�
N Fc2Legend
Data Source: Camp Lejeune GIS VOP ]Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 400 5 Stormwater OutfallI Catch Basin
A
I I Feet I Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
AOutfall No. OFC-009 Figure 5 -26a
All Environmental Engineering,r� Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

l,,r
Facing upstream . _ .. �'
7 Je
P.ri�,l
I dl
r , - r •.
^.-
i 4 1 ` i �1.� ILL/•`'
0 v i�Vf'66rrJ--
4
", f of . I
1
4- f Yew'
Facing downstream C , r.
11(
,_ a, -.: i :,i., --y,-itt 4 tt i:,----.-...' --:;. ------,:a-_. _
44 ,
[ '
!'� ,jC..i} '' f 2y. }/'`I IJ ib \�' �
, , . ,
.,.. ,,, _ .
....
3 -' w' t 1
VOP for � ' .
' ' OFC-009 — "
�-
.. ► _ _
•
N.
r•
Visual Observation Points
il ' Outfall No. OFC-009
- Figure 5 - 26b
All EnvircuramtalE.nginmYn° PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

mF G -
cc > C11 r0'
J ���dmed a OFC 01r2 -. ' .
u
a
e
e ::_
4
■
m
I
il
r
I
' It
.. . • - '.._ �p 1 .- T, - - - O - tea.
Li .\
�r 5 " SWP57
- SWP18
C13 FCM8 I.
.i...• l'r '-'! :It vo. s ::.- 111 pr Apr
ti- .74._.. ii,-,:,,,, . / . ,...,
nay
t,._.-tv..4iti,',40, . .- ,: r__ .0 ir - , , -
.. 4 . • a _' , ' , _ ,--#.
,R le
#** • FC120A T w
�- `' - •.: .: 8 OFC-012 ■
* i + IF
ay
SFr.
4 ._ # •III 24 �r�'0 FR[i = ►�
LC014 -
* Artt SFi A [
., i` OFC-008
FC120 r ._(31 4r- c
�4 . FC100
if
al # .•. ..
b ' ■ r , i • mR C191
/ 4 4 *` McHllc'H BOULEit! f VgRQ ;4 R ►' * F r
www
1 �� � �46rgs. } _
is 4 4 1 w wwwwwww
' OFC-026 Q e ;4
o "`� — �.�
ti
SFC375PA OFC-0037 '�
SFC375NC
Nd - r # 1_1 6r.,._
Legend
Data Source: Camp Lejeune GISA
L. VOP ]Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 400 600 =f Stormwater Outfall Catch Basin
Feet i i Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
AOutfall No. OFC-012 Figure 5 -27a
AH Environmental Engineering,p� Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

DO NOT a . 1 , „ - . Y
REMOVE Y ., ( - ` i - '
f i a +fib �t �� •.
STORM y ) � , , , , ; 1, „
'' One 24 CP '
WATER ..Ef
SAMPLING `''
ti r ry „
POINT o'. / • r , � "
0
F ,. . , ., _ .......
C ,# y�g�� - '- - .
, , ,.... r
0 , . -
t.
1 ��/r.,t•'•Jt ,',,?'' \,I_'_,
Rio s.
'i„'.V...' 'I,,.A"..',/4..
.. .''„
y w tf _ 1
2 \
" � LIf 1 y .
elOM c�ItlW^��r Nei 'I ' •
tir�4 ��•� ` I .. N.1� - ` \� �y ' _'~' ` S.
-- :'.-
. i
AFacing downstream ,s ..• r
M ,- -
>. ! 1
,.v ry UT to Cogdels Creek
,. „ ,. ,.. ,,,,,,,,,.,,3\411104 ,,,e,_,
.
•:..f; r 2 .A. - -
3
`- i f4 ` — ce%\ I.
,.ti V
, : =-}
tr �, 4i ..,
` �= ..
p � W 44.
'j �• i s �1 �.�/ f , L k,
A
: `>1�1 .� FSxS i 51 , � •
11{ ti 14a ,o l
Visual Observation Points
i
A _ . Outfall No. OFC-012 Figure 5 - 27b
All " anmzntalEugin411fl Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

- - . . 6{•r.,A
•'":•••'144-exi: .1E:l'ilorit".1-.4. .. -,4- , .. . b
V•'.'.. ? 41M-ae` ••:' ' ._...5., !.. 4 1, i -,,- .• :. - '.:4--,-,Pfflee:.4 di.,.
730
as i ,1..,.,•C r .. • '.. r�.�.y -7 •�L x` `` .'c i g-i L"..;
4r7
* '-`0 K. -.5..; 'iE ,.
--'' :'''''' ...:7'';.4.1ti:0'•'. • ' jril 7
• , 4. _ 1 ,' + -A. i • i 7+ gyp" :;.
. 0 ....".--.
C•,00 4.5 '. # i
••.
w �• �.
it _
. -• f - �, .... la
\■ ■
OFC-027 0--- FC56 rr
• ,__
- , 40 rr
• ..,._ # •
°_ a
i ....10010•001,
! SWP165,%:, #4404 `
�fC64C -
_ 'I rig, • r< 'OFC-013 989 -:-' �: Y
s " . 4
. 10
lc * - ti
. • r
ttr,41!'' • `,. ...— k''IV' . 5',,,*-151# ., .°0 VOF"... -J t ' 1-
y v ; " ,.5 ►' �'' ;..4. ' �$..-.4i...' .' .V �. WP11 OFC 013a r
$ :II .A 'il,.. 11
4 ,.. . . -4 ,. .. -4 4-i. ,....
..Yr• it y' ;"Yfxr, Y,'. _ "
� ram. - 'i7 • . kj •�1' .d-' .
`Rr . "'• ' j' ,fir IN 4
r � �
•
_ h- 4e
. .f•.�:�v �.ir; A a►.� Y.'•�3(: • {ar" �t• -� t. x y"'L.^�' �.y Outfall � -
9s. r .. •
3_ OFC-006
re,li
t � d91
' a.x LJ
M. Ir _
`.,,,7,-. ,. 4%.' a A I. A ‘. 4 :'..t. - ,•-• .. t..PA.. • - .i•
114 •• } •
' fir + -e. -s�._,. 'I- e- •�«
NLegend
Data Source: Camp Lejeune GIS 0 VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 _A- Stormwater Outfall 'r Catch Basin
A
I I Feet I Stormwater BMP —Storm Sewer Pipe
Visual Observation Points
AOutfall No. OFC-013 Figure 5 -28a
,H�:n,,ronn,�ntd�Enginee ing,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

•
SWP10
One 12" CMP
.. Gt`or o{F‘o`N ="
0.0e
Facing downstream
. - VOP for
OFC-013
•
•
i y Iy ,'°t
- •. ��,, 'C �� i �r "7M jam. ' .4a'
��c try �w�1wyJV Y °A M � ���,i ✓ 1 �..
'0'. 4 7 Ski, �1�,�11 .0. ti4 {
-} I V
One 12" CMP -.
PAir twit' a "4+
Visual Observation Points
Outfall No. OFC-013
Figure 5 - 28b
• tqlEnvti nmklEu°inxrmP[ Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

a :J w w w 4...II. '•V - ' ' . '$-.. , .Ai t'' Mr.' C134 ie
e
,r— --7:. ..- ;' t FC120A ~
_ 4
■
■
a�'4 OFC-014 • • ; A.-- .4 ti• ` '
6e� �_ r tT ; ; -- S--1
r ; OFC 012 S�b1 2
�,. .i. ,�• • SFi �45 ,.
. „
. silo'ii_... - . g ,v•- . i
•
-• `sue- +"wliN `WL�1�pn j s a
10
y la 1' o
. _ .. . - ... . fir Alf r
4 ,k.Li 4 z.v, ...- ...... ._ _
i . 42 iiiikr. • -';#7. . - .' ..../t• 4/1 *.,or
k A 4,„ i
0 i * Fc-307
D k r w $4
n #1 !` fifP FSA dr
i
° OFC-026.P B ,�
r~ — gig'.a• IISFC375
SFC375N ,5C
svo, F
• OFC-003
•VOP ''"
Outfall OFC-026 i -.-_�_
,— OF0-021 OF6-026 d - SWP56 `-r
LLi u. • o i
i ,• FGKFC375G • C30
i ' 1. •
s v• F 37 LF 75N � :.
A
eillikkto.6:. -. - ''"r =' .- ., • ...1 .0 ".2, .-"..'L A.
OFC-020 ;���
� %. r=f
A • 1—.Le' ---
•\\ \ • 12, ‘ '-�.. /_
:•4' OFC-020 f / . 4. �
'/),) FC332 v r . OFC-021 '�; .«ae FC309 • `� y
• • - ~ -OFC-003 C303
SFCl331:, •
!. . '� V•
( OFC-019 '` 'C ,32A ! -r- . --
NLegend
Data Source: Camp Lejeune GIS VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 400 5r Stormwater OutfallI Y Catch Basin
A
I I Feet I Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
AOutfall No. OFC-026 Figure 5 -29a
AH Environmental Engineering,p� Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

�� Facing upstream
`F �V. .,till.- a -
a e, t i y .' i ��
_ , �, V _
.� �,• One 48" CMP
SWP56 „h�:-- -:;
x�;•� �
Note: Vegetation should -
be removed to prevent ,... x • _ -
clogging of culvert.
- ,
�—
.Va,
fillm
VOP for OFC-026 is Facing downstream -
''p
located at the outlet UT to Cogdels Creek
of SWP56
3
ir ��O t•
,e VOP for
- OFC-026
Y- % !. p 4 as..- eye
:k 7...... ,.4.,,,',,,,, . ,,...„...„, or,, ...,.._ _ , I
4
...._ _ ixer,,e.:., - -r-i " A•., ..4,7 1 %
ift,
Visual Observation Points
ii ' Outfall No. OFC-026
Figure 5 - 29b
• 2xFat. nmklEu°inxrmP[ Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

silit ..1',* 'a
n t ... N2t'<\
!-'Rr '� k 1� 7Q
sue •= At �.L
I.'
likrarosiwar#,,.
t CONT247 ... * •
° CON,� �. .. •
i1 M Ctljd2,. ■ i ■
1%11
1� a ■•
/4
I" FC580. r 4 t
•
y
.10 J
OFC-027 :i; ~ FC56 r\Nli t
t c ,
N ._
ft
/� ■ 40.
rr
4/0ea
le%
SO • s � p•b
4. /
rr
41/
FC63 ,A,,, \,�
0.
' x
• 1 SWP165 ,�. lie
�. . • s , "
OB ,* OFC-013 `'
F 4C /P is
t V ., : 4 989
1 t tr r
•
4#
t r 4
FC64 d 'MrA a - td YIN
ti
•s,0 11 4. 11 . $. Ak# .0,_
i .... / 4
•
is Outfall •r�.. .f g - A' • '�, • +; r
4.VOP , OFCt027 .■ a 1 / M..
.4.OFC-02710►. , :t, Ic. 4-. r Y A..
' Via..- yl
;� s cc.
r
NLegend
Data Source: Camp Lejeune GISA
VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - 'Drainage Basin
0 100 200 ilk Stormwater Outfall Stormwater BMP Pipe
Catch Basin
I
_� Feet Storm Sewer Pi e
Visual Observation Points
AOutfall No. OFC-027 Figure 5 -30a
,H�:n„ronn,�ntd�Engineering.PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

k_ r 'i
,, t
6
. 'w;0 4 __ .
qC;vaf�*�11' ',. "` ram. 1 _ -
•
One 10" PVC pipe
t: `�� pa s
+r� ~ y.
.A Ry� r
ra �
1 / ' " 5.tr I
- d
'Sr
„*, k? I ' r4'
1,6
1/4
�/ +'�r d��.� �,r,l t u � i ,of r b'I'^IX .l YP' e
'� y,(u- c „ kli P, dal X R'G :.: _:,y Q
Lit Hy
,,: . • - 1 1' h
• Facing downstream4 , , ,4 ' 1;-va i
r .,
Ns
i I t r ._
1 s a �? eta
, .
_,,. , . ,.. , -,,:,"
44
Oz _. -
Or
OG
VOP for v
OFC-027
Jed ' •
y
J
ik
'i' • 10
VOP for OFC-027 is
located at the outlet '
of SWP165
A
Visual Observation Points
Outfall No. OFC-027 Figure 5 - 30b
iiFat.ranmeutlEuginezrm PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

,,,,# ..'1'yPy STORM WATER OUTFALL MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
"3. AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
0
5.6 HADNOT POINT (HP)
This section provides mapping and photos of VOPs that are located in the Hadnot
Point Base area. Table 5-8 gives the x- and y-coordinates of these VOPs.
Table 5-8 Hadnot Point VOPs
I X-coordinate' Y-coordinate'
VOP (feet) (feet)
OHP-001 937973.3 12589604.0 1
OHP-002A 938703.1 12590902.7
OHP-002B 938489.3 12591056.7
OHP-003 938783.6 12590655.2
OHP-005 938657.4 12591144.1
OHP-006A 939013.5 12591904.4
OHP-006B 938764.9 12592066.8
OHP-006C 938685.6 12592438.7
OHP-010 937276.5 12595559.5
O H P-011 942111.2 12594902.4
OHP-012 940380.0 12599641.7
OHP-013A 941541.2 12596509.2
OHP-013B 941190.5 12597650.9
OHP-015 934100.8 12589616.3
OHP-017 938485.5 12589994.8
OHP-018A 932177.6 12592084.8
OHP-018B 931986.8 12592537.3
OHP-019A 931862.6 12594087.2
OHP-019B 931907.2 12594314.3
OHP-019C 931867.5 12594490.7
OHP-019D 931759.0 12594702.8
OHP-020 934115.4 12597116.9
OHP-021A 932039.5 12597068.1
OHP-021B 931295.2 12596853.6
OHP-022 940200.7 12600882.0
OHP-024 936328.3 12595283.9
OHP-035 935881.0 12588802.5
OHP-038 938281.3 12589762.5
Note:
1) Universal Transverse Mercator (UTM) geographic coordinate system, North American Datum
1983 (NAD83).
AH Environmental Engineering, PC 5-15 Final, June 2013
111-95

e s`"4"�'!,,,t, STORMWATER OUTFALL MONITORING PLAN
' MCIEAST-MCB CAMP LEJEUNE SECTION 5
1 - e AND MCAS NEW RIVER VISUAL OBSERVATION POINT LOCATIONS
This page left blank intentionally.
AH Environmental Engineering, PC 5-16 Final, June 2013
111-95

80 ,SWP46 •t, a+-'�
•• 4/3"-•Ilrial
T.41.111
.880,: :>t:D m Y� �!
1770 j • OH P-006
p 80` S1:f,,;` �. ' OHP-005
¢OP :+:' 1880 OHP-004 / S'119E • ,
• Outfall •Analytical/VOP
` 0/ - T- - _ OHP-004 0HP-004(proposed)
OHP-015 `/ /o ` -�, ,
� 816/IP'V 81• : -- --.4 Y._r �'?
89 V "4; •4 -410,
0
•
. 'RYl w , 0 `� J
4 • 524 1860 JAI 1855 '`� .0'
r S4., :' 1854
N �'' A OHP-002
' , ‘'N•f•4tip ,
82: ,i:`r !r
0 t ¢4,� S�:e2 , 82 te S ••,A.� 854`
¢
r
_� 0% i - ■S W P 6 5 x'.` - ` •��. - • i >,•. 84
•
17 1,-.... •r H�2 _ _ n !tee` ate I..'' !
A ;--• / O H P-017
110'A
OHP-014 ~ 4 // _'
�i /509 - cti� OHP-038 /
Alto
S g5 .P50' 1 ' OMP�0,14(removed) r Q :/,/
r± r N, w
S ( w Outfall VOP
OHP-035 r,t• .P50• �e If ` �Q�P�038 OHP-038
I ,., . A., ,.. ./_
ter . 1 # Ai ; CP " • -
.P50' •► I
I .,7'OHP-001
► 14r
A OHP-036 t A.
O{yil
fs • .x u
•
v ` �� A dh x. }
` -
H�500A �• •
�! 4
�(
. r
Aiiihmi
NLegend
Data Source: Camp Lejeune GISA
VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 600 5r Stormwater Outfall 'r Catch Basin
Feet Stormwater BMP —Storm Sewer Pipe
Visual Observation Points
AOutfall No. OHP-001 Figure 5 -31 a
Ali�:n ,ronn,�ntd,�:ngin��r,nx,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

STORM - .„,...,1;,..'..,,-•. .ii,. ‘;'-0,444,:ititi:":,'7, .1.'''!'"c t.;`''., :`,,,,11,„.,..l.r..;:,,44.)t.%'i:'' ,1).1";;;',::‘,.:..4,k..'1.':-f.,,::"4,_,_•4/"(71/'' ''''''',0‘I.:-:1-1::,
DO NOT
REMOVE , '''''.2 .. h.r •",
; -4T;,--'e+,',:'!,.." ,r* :Wiz ,...--1 .1/4R'• ., ,, /--;
IF .t''' 6 , 4•"..' ,....le „4E7 - • 2... i -\\
... , - ' =.4 . r. • „f. ,, • " ,. t-":.'w.,1 . , 1/4,, ,;,;,- /
a
I
i • .. ‘. .1t• •,-
WATER ;11. • •
!
, - i IV• - "', \ . / ,-. ..
. . ..,.,.1 Submerged outlet ,. /:
= I, I,I \ i • , ,
- (unknown size and it, , \,' , 1 f , ' , •., ,,.,,
geometry) "1...';', \I
4f,te- c : '71. ' ..„. -4: / i . --
,
SAMPLING .1c• . ' • -
POINT '-
•1
I. ,01
• '-
4
/ ir,,,.,„,, ,,v,..,., ,,r.,... .
v 1.
' ''''• ''l• ' 1.,.S.,- '
.114 t_. •'‘• `'
.......i
Pa i =. , it=le
V"- ''' --' P' ' ' ^ /.4 •
H ‘ ,,,,„. ___._ .... _ .
.... , . _
bi, - - \ :
P .k
ik - 411k4It. ' <Direction
of Flow ,
.._. 4 'Ililk.g,
or44 II 1.-c-t, rt*4 'T,,
vi. v...,
0 - •
• ..
...:4/.
,..• 1 . ' , St1' 4. '•: '-?•, ' • '-y. -' I*4,\ - .ft.!4,,,,:f.,,,..._ , ,....,, ..... - ,
4,10k. v• -•=1,4% .viie
0,-A • • li, ,,, • 7 ''.6.1,00.41.11 .. o•P,,,' 1.--4(•Z
0 .....
im
1
. J,P.
gt 17i1P.k
i .1 lio ,A ir,'"%.VI '.,-- *',,, , ,,,) •
1P , -,, ......,‘,„„
il
- i Or
. •..-
. 44v, - 1 N .1 icilistiptirl",...1
it
, ......'y
."..-- .
, ••1/4 , N1/4.4 i I A46).Aifil girlg' WACI' AgrA4.4 .V it.‘11 k *Z
- ,54* ik oda • Ati \\ 1
' '.0•
e. Facing downstream _-_
-,..,
jr
\w•,,,./-7_
..1-
k.,
. ,.._
11,, -
-.1,4 - = •.=,' , -
• ' '
...4' ' - . UT to Cogdels Creek
. ,
--rt./
, , , ,,,,
- _ `
4,' -A
- . ,--1t 14 l . ',' .d. • t ;" ,
-.,•:•'\'‘Nc., 11$-
it
'V N. •- -•v 01 , '•
.1
a , '' „..'
).. '
t'L.'•,,`'',' -
ii4.4 --:.-Z . :. :• • ' •-
A k
Y"'-, -- -. • ,`:Ng it , 1.1i, ..,-''''' '''*. ;-1',
•i. .40,
ii'ft. •.. , : ,,... -,' .,,4 , .,.,sa.,..) , _
?:'.„ ,,;,-: ' .t, ... z .4 •-• ,.,''' . ,,.. %.,,o .4, . ,.•.• ..",',4"'""larte., -i,
, '• ‘i
:-.• ,•
':)'--,'' .•4_4!4- , ' iik- r-I.: Itt A, '.. i . r •
, -s, -r ',. -,44; - N •.Z4,4 .i.5.4 .'l ' 'Th, 1' . '.
k. ,
Visual Observation Points
Outfall No. OHP-001 Figure 5 - 31b
i All Environnlaut21 avan&nto.R PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

�; *• ... 40v. "Vririlly'r
._ .-
I
°ogEo /OHP-005
OH P-005
Analytical/VOP '. ti
L
OHP-004 OHP-004(proposed) Outfall
OH P-005
0
®HP-002B
-
� _ _4.
w F F ' - - _
i
.6,, seiri" .,
OHP-002 A ° m
21
_ OHP-002
At,•
.pore-r, .' , ... I'./4.,,,://I SIN
OHP-004'' .,. • .* • ' ..■ ; ' ti ..
OHP 002 r li�'
r
)'.9
• 1854 ' R'= '
% 51854E
i.~ - ,�
� @HP-003 , -
OHP-003 , ,a
� 1
••° OHP-003 fl
ems .+ u
/
4
• , S1854A
J r V:4
OHP-001 :1854r rLL • 1. - I�' i" " ''�.
. r
•
r s
/ OHP-038~ �' � ' • ' � '
// HPjj
Atil * .
aooliv
iAel .
I.
NLegend
A
Data Source: Camp Lejeune GIS VOP I 1 Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 ilk Stormwater Outfall '� Catch Basin
Feet —Storm Sewer Pipe
I 1 Stormwater BMP p
Visual Observation Points
AOutfall No. OHP-002 Figure 5 -32a
,H�:n,,ronn,�ntd��:nQ,n��r,ng,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

up rctmuvt
iimommi
Facing upstream - r- i-� -
sraRM _ _
WATER -44
r •
` y —�
0
SAMPLING �. , „ , , .a ,: ��.- - ; '7 �}
POINT -
o ,�e!''� (d+y.
; ` `•; '` _ ,•; One 1,8" CP ill
II ..- I-. • '•.-;.; ,..,,
P • -..,, : - /:,..,...::‘,„
,,,,,,,,,_,, . , ,,,,....,,,,,,,,frAiki,„ . : „1,,,,:ii:r.--. ;:',;',, - 7...,,-.4„-
, 4 - _ -.,„,. • �:: . k-r * t . : ;:, .,, ice!
0 il'ilit ; :1
-,.- .. ,' A...........,
ice,. .2 .. ,,,, ,, , ; .., ,�. ;. . - y't! .rt �,_. •; •
•s: ;�! �. • `� ,
_-0. : r
hitt" 0
.___ -
�� i �� ,, vq,-..„.,. . ,, ..;,_7...4 , ,
It§ i 4# * ' ' t.4#s'
iftkli‘t..,, %0-41 t,
. ;* Outlet pipe i y K ......
� s 1 f ry _
t
�'• .it,`. s -f,r, •� F , ... c -
- .ram- - rl 4. . .. O0 ' .�4..Ye./1/'-/ y ._
.' � 0. i"
yy 44 �i(y1
_-" R- F' v'R MYST Orr Y.'�2R v -��' Y 1
Awl,.1
. _ ia
'+�4 f 'r'frtc.
4C.4. "- `•- '4
."� A .... .
• . - F' .1
Note: Outlet pipe discharges
directly into dirt road causing �,,�
erosion of road. pif ` r_d _ � :fr ��:; "
OP
Visual Observation Points
A
Outfall No. OHP-002A Figure 5 - 32b
2.HFanu nmtlEu° '' ° P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Facing upstream
�r R" One 18" CP .,. 'li. ,
pp �
/
d t VOP for
' OHP-002B
L aayy..�
*It!i - - • i • taw
Facing downstream -
` ' -` 9 i i .; ,- ! r ,,r . ,-
�`
/ � � J f elf.- r�� � , � �, r,:r'� f' � � r'�
1 I fa ti lee
70 - ,,,,7 i ' „,- ...2-. • 4r „xii:r.„/ < „<„'"- L e, ‘ Ar
Note: Outlet pipe discharges !
` direct) into dirt road causing ..ii 4 ,
Y g ►` - i
erosion of road.
Visual Observation Points
il . Outfall No. OHP-002B
Figure 5 - 32c
• 21-1Fat. nmklEu°inxrmP[ Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

unnamed OH�P 02B - - -.
i "M
PF - 44‘,0
. r� I�
44
��` t. OHP-00 -46
40•H ,14 4
OHP-004 • - a,:°
o r
"0 Bs*~
•
• - OHP-002 •"�' �'; l _ F ''
/
� atr _
r ' �'
,,,,,,,
lik
"' S1854B 4-
j
Or
e.
'" 4, OHP-003 p
• /
/ /
I - OH P-003
r •
1 - -
S1854A , ti 1 ',, �
�T ,
.,14:• / -1854t r0,
el
:41c, Jd
•
44
OHP, 038 (71. y + �I- ,a .�7 ' . _?'
r 1841 ■' ►
f 1.,L„ 185 f --- ►■
:- � ,a- /1
_ . .�` -: 4 '#;• . /'' : 1 �r
- ._c...4 !i
OHP-017 �� :
} y
A#11://' ,.L
40000
_r
•
E
NLegend
A
Data Source: Camp Lejeune GIS VOP I 1 Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 ilk Stormwater Outfall '� Catch Basin
Feet —Storm Sewer
I I Stormwater BMP Pipe
Visual Observation Points
AOutfall No. OHP-003 Figure 5 -33a
,H�:n.,ronn,�ntd�Engineering,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

4- ii
A4
1 � Bldg. 1854 - '_ .
DO NOT - Y
C' REMOVE ,,,•4 , • P ? .
;'
y,�,
b . STORM _
WATER : - One 30" CP
:�;i r, SAMPLING
POINT
� : . /
ki i ,'- l � -
i.l ( = _
. o
ko 77
Facing downstream - _ _.— ' i
-- - aim.u.miHIM.1511115.1, 1S
f
4
Note: Outlet pipe discharges -^ ' "',"�d'''r"' .' ';-3 . ' -‘ a; r
mdirectly into dirt road causing ' " e, ti„`� ,
erosion and ponding. � ', ►�
V A'1'h 'I a. % �`.., ;��' "tM.� �.� ,\
Visual Observation Points
AH A
Outfall No. OHP-003 Figure 5 - 33b
E"' onm�talFuPinz Yng°P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

�4
7:1:"S),e#4::::#;+:04..1(.
V
t
\,,„ 1780 �
..::::., .,,e_,__
< y �'�.
OHP-004 ,_
, 44 . . .. .- •,, .
OHP-005
f I' 4 i
80. :i: -•t
i " * .: • , , _,.. , •,,,, .
Air
4.• ,, ,IllW -, 40,E .:
- \,. OHP-005 -
Analytical/VOP `.•
OHP-004(proposed) oClgEl
OHP-005 •
it
1 OHP-002B
e ,
.--- --14r-Or 07 Silii . _
W96, - Ale 18`
1' 1114A L . . _
OHP 004 Ale OHP'002 ,�
NLegend
A
Data Source: Camp Lejeune GIS VOP I 1 Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 ilk Stormwater Outfall '� Catch Basin
Feet 1 I Stormwater BMP -Storm Sewer Pipe
Visual Observation Points
AOutfall No. OHP-005 Figure 5 -34a
,H�:n,,ronn,�n�d�Engineering,N< Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

+ Facing upstream R 'i One 8" CP
";�. ,.-�
. n 4
R� o`l :I'., `. r :►: y> ..fa to'SJ A i.P J 6 ''' -i•� ` � •.p"44 i� i.'4 �' ' . _+tom • �)
r palP � 74 ' vJ.
, Om 01 At,s,..7-...-... .-,K.1,N'''.. ''''As ligice; ' silf,''lotivici. *''.....,411/4- '' .,1. ,' - _.4„ .e. ".•
.., 0
rT •k �,rr gyp.
, 4 .. ftl-A.- . r`r,,,, • { -h?yk 10
1pr' •‘;F ''�,� fir s e. l
m IP 1 ., !: ''--' ' '' • . t -'4 -_illi• • ••• • .g, "•!. -4..•' ••••-•
L_ /
Pi al
Facin• g downstream ''" \ ' • 4:t ,._,
aft" �‘S, ' • . . . \ ,
\ •
•
( '-
•. AC" ;'vrp .. •k C ,/ �� ` `/
•
-
., .. ! 'Y/ r y ✓i � `� 1, .
may` . - ' • ... llrVi. �\.4 5 ,t:_.
Visual Observation Points
_ . Outfall No. OHP-005 Figure 5 - 34b
All A EtaEuErin
" °��` ' �'' °°P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

:LM: 8'6 -. r 120 '. . -91.5' : NOt' 1
ore.,27 Ad
,` P OHP-010 202
0
::.row S1403. 1301
1401 . , ` , = /. ► �Q f` w�+ 11
1 4. ` �' f 1 �O 1 4
♦ .F -T •; 1 `1e # t( C�� . 1 1128 i. 1 l%1
� , 1402 i _1 P P''
1500 `�
OHP-024 :` r " • 1 14 a1s
4P' $
i t•:7 ‘'.N .`.'"-7-.1::# i/ •. • iei sty +
r 1606 c F
.I.Tv _....,.... \AI.' •*/* 1502 - 1 v4 "?•11 \
1 V116„,,,,
plikori ".o. , •• CQT ;
700 •♦ ,i � 1
-. 4 r r s O ,_,,,,
r HP-008
-
r -� 01 r 'i
S1 OA OPr, 1211 .�'��
,Lik >\ e•-'\z'\ ‘
, , for. 44‘4,
v v ,-
► ,� /? 474
1316 , a0
► _ ir , 3 y P166
P166 ,*� r
Prs=ice3 ■ 152 l 6}4. f
•OHP 006 #1.h":
' r
r , , 4.1, ipwt, _ 45o
�� � 7 1 C ° ` S..,,,7 b
SWP171'':*E •, ,� ■
sitti
4.Nt. ' w' OHP-006C c.r
S1715S r, �� 51e 4
S 17 s t-n `, ■
♦ ,r ' SWP121
. . -_ •, x OHP-004 82,. ,:
i. OHP-006B
�.� di • ►' . • *r, 0 52-11 OHP-006. .
�!• 8 j� 0- � W53 11
WP83 1� r' � � r `� � 10010k ,� ®HP-006 1OHP-015 ' '°"
;8. P4. t • O t �_ '"i', •` _ Unnamed
•
' =°; "" t '• OHP-005
AH',4,7-N, • 'Ilk 4„..: air 4, -- - ... • ,
,, S1849A• ♦ Analytical/VOP I Wip
88e fii S1819 *- OHP-005
OHP-001 ♦ _ OHP-004(proposed)A
NLegend
Data Source: Camp Lejeune GIS VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary ti•`Drainage Basin
0 100200 400 600 800 1,000 Stormwater Outfall 'r Catch Basin
A
������ Feet Stormwater BMP -Storm Sewer Pipe
Visual Observation Points
AOutfall No. OHP-006 Figure 5 -35a
,H�:n,,ronn,�n�d��:nx,n��r,nx,N< Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Facing upstream d. •', :• +;,•
y J .- - ', I L y
•
. A.,; J. r
-_ - -• Wyk
ti / tt1,6+ut"
.. N.
fib• °P- :'� 'F r/ '�'�; ' '�• ...
'
{" '' r
i .-Y....NAM. -
�.
W - .0.P-e4f.e. . tr.. 4. .. 1E!. _ �� `fie .tea a •i. ' s .I
Facing downstream -1- 4.:_r.. 1 ` ',-y'
4�upyy' ry� .
t• I .
.... Al . {. i �y.• !
r .=* -- -VW 40, UT to Cogdels Creek
O d r- a
.� 'o- x 1. ✓ may. J' t``=
•
1`. •�`_ - 1 y `;.ter'' •.�R.�'� 1c7 :�: ;jam• .e•. ;.
Visual Observation Points
il ' Outfall No. OHP-006A
- � Figure 5 - 35b
All ExiriranmzntalEnginf•in° PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Facing upstream - i ) ''' . / -it r
_Y
r ,' VOP for
s'
�0. • OHP-006B
/` , -
. -
..k
f v � z , ' ti
, :4- 1,46:. ::',
''v� O f r ,
h
•
+ �,,' ,: ., >� '�'�' UT to Cogdels Creek '
3" t
j f j F- r
d
Facing downstream r / } • jr
^ } . f MF r
l
.: '� N, One 36" CP
44111111116..
1 4'S•� � Al it -
. 741,...:. . •tr . ---: ' _ _..ii
40.,
IIP
-f �, ° ,1 i�•,'`_.off s ' t 1� i ,�y
L y ' •4 ► • ".aye- :i - 1 1 �1+_
1 Y 7
i „w
1 e _1hrY 1...,
M TYW A
.rJ ,-.„2,'
Visual Observation Points
AOutfall No. OHP-006B Figure 5 - 35c
xFat. nmklEu° 2'' °:Pc Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Facing upstream
l lf
T l
_____6.40
�:,
- Outlet structure --� �
v v. - -- 411P - -..- -ppp for SWP17
go
v,a 4` ♦♦.+ ''', --a kC t s A 5' vie I,, . . y a ♦ x_ .?
-tik.s --•l 11 1 F y ! 1,A{: ,. Pj y ,'''' - t ^Ir %-',r 'i „,•+`� .
rs J, r 1, u° ,p.,c� 4:,.' aq1"�'3R >ti `,„r 4 ..4 '4:'„; `S^,,.. c 1 �1c r 4 }` h.
4e''0 J:'. 7
- �,P .ti + '-Mc .:'�� .3„ k�4 ',� ,R�v 4 � c R ,,1� �, + � 1�. '� �� . .
h .4. , - t T +4�, S +v` i" kf , . y A'4r �'t^Y c Y. �4e� . ti;.•
•
yry'j-.,. = ' c
f` s }�“Yil i1:•''i 4`� �'• �.' ,. '"3 4".441,° '''?. Z 'y1Lj 1�: x
�' ' 'rit$414filida ••• . -, •,-..>" , .-:. =•.• ,..-. • , • / -
t i ti • a� .Y'� ."` 'i 12 • 1 f^ter a
4171
l N �:' VO P for p.:ft
�
a
OHP-006C , -,•
.,
r
-,� ,k; UT to Cogdels Creek .,.11
w
-
to , , w�
erg R qy+.
' w ywi �„af;�kA \ I 'r 1,& i h' � // 4�,=.�L fit, . '
1 'l+'-.: �6• w� jr 1 � {I � ps�" am..r.- x' 1_ �'i-11 4*. S
i r _ , —z a.�a,_>R�T• -, ,a..•;.' . !+ PS: ai\ Y.In :B.. - b'e..`
Visual Observation Points
il ' Outfall No. OHP-006C
I AFT
- ' Figure5 - 35d
" anmzntalEuginzYn°°P Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

.,,..-,-,. /,..ot-I.)..
•y; 'zap A0 d,)51 3.7As _. �Q
o-
1B
Ir4 ' .. ' ti: ' r.- s�'�:) ,ir. AOHPy-. (removed) 4 . l.,
• ` _ ,ems" . pS C OHP-012
0
t OHP-007 • o ,5�
rOHP-023 A. x • 'p�, ��� . ..
-� _C f 4. a 4 V 7-:' -W l �1( 50 10s16
C. I\
.16Ire:$'''t,i k.1-.,
IP'
• w f rf3 1;T, ;! \boa OHP-012
1230 t f-. l.. •.;••\
id:s'
10-
s_ Outfall +' 0� 1108 ' ' Y •
-
-s OO HP-010:.: Os o- �:• {
�.' I-.1 - ;-G ,' .. - - - . + — OHP-012
+ -- f::/ -
rt
= OHP-010 ‘ 1 dem
, 1200 g ` ���
t y
r
r �'� ‘ 1201 R� w.
4 * A 4 '".
- 1r
.c, ,,- ...,. .,.,...„- .,' '.. 1301 1202 r ��AC
` - c 1401 �;, f J r r y3-
._ . Ay 0,
, . sle'7, .,% ,:;,,, .-. ,
OHP-024 f� f 1402 \C) ,t, ` 104
f �'
1500 . _ s O
7 1318 Q' '
'l'"° . ` OHP-006 '� • bA ,, "' Cr-008
r
_ --r 1501 a .4....jr,.. _ter �. � C) i.
, 140 P�- w
• " \ 1502 "r ����t �►
• 1606
NLegend
Data Source: Camp Lejeune GISA
0 VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 600 -A' Stormwater Outfall
I I Stormwater BMP 'r Catch Basin p
Feet —Storm Sewer Pi e
Visual Observation Points
AOutfall No. OHP-010 Figure 5 -36a
,H�:n,,ronn,�n�d��:nx,n��r,nx,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

AilpgRIP17.1
ii;44011. .
rir-sialet Iliessip
i~ • - may d yr. y _ \.
v6ii‘____
" REMOVE ,
WATER p r 4 e e
smstruNs `. ,E -1 sti r v. — \���� �
POKT
,,t
r ��► Direction of Flo
w
r. �
;:y4fil 7
•
•
�, :� � -
+,.� •'.A ' ` - Y ' 1 i' i f si•�I ram '4�,•:;'v •
Facing downstream o`
UT to Beaverdam �' \-
Creek ,
-
41
}
y
r
� " ` �. s
PF w •
,
. I. , C 4,:, ''''"p i% .,,,,-,Ifr •i r ', ::"z, ,,, .,, . ,, • r )
,4 I
f J
Y { ° - $
X /f 4 _ Y' s k trr
{. r. , .Ltd>\ / �v�3� Y. . .i�.r,,'3v, \ ' I y`"F h J' �
•. .n }_• Y,r, P ; c '4ti rod r. s e.
}Y� , ti # AXE °i ,p _?+l" !:
i o . II k/ � �r 4 � `', -•f y. , �' ,. �fin+ r n�. -34
-s 7
•
1 ! _. „; '„.'#" i :s. ,f. ' ♦ %` T ^ y''W.' am ,4i•
.i;.;;i iAqbct 4 -c"'
{4rSW l 9 \ 414 4
A
Visual Observation Points
Outfall No. OHP-010 Figure 5 - 36b
AxExirirooimtAaranm•ne,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

iapa 6 904 .. S _ .-
`�. 2� Uc`.(‘a'oed
OHP-012 N �� mF
406* \� Jac
` S96 N �,, A� 70
A
OH P-013
o t
\\*\ . '
�`� + 905
f/. 909 $i. ,1N 1,r, ',‘.°.
01 Il' f•.
rf '
,.2,4Itt, •
f 03 • i .- 1
1038 - .,- NZ , tee_
V _,/"' OHP-008
5 , l'5\P\ il .
t�
t A c" • 1
t a O •
. \\\:\.....ft
f f / ' \
5 V IN
-
�Q.O 914
oJ� ) OHP 011
Ott 4• :T .A.
SWP9 $ ,
y�' 1s G r ; _,
>,0
y (1011 4
tt it
t 3C0o \Outfall V , 1
OHP 011
, _.,�a; OHP 011
. t
1
. ••
90w <w ��< �#'ww �����������*,�w 64�A
45, 4.
4,..
6 O
vs
/0101:.\,
s
915
y l Ales
vrramed $ 1
ii
NLegend
Data Source: Camp Lejeune GIS VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100 200 400 IT' Stormwater Outfall 'r Catch Basin
I I Feet Stormwater BMP -Storm Sewer Pipe
Visual Observation Points
AOutfall No. OHP-011 Figure 5 -37a
,H�:n,,ronn,�n�d�Engineering,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

r -4
!I.:
4 ' DO NOT
�` REMOVE ,� . . Bldg. 914
Sneads Ferry Rd.
WATER
SAMPLING - '-••
POINT .
O . -. . 4-
• < � r: � ,
t .
P
0 `. One 24" CP with
1 concrete headwall a_
(submerged) I'
1
o�
_� Facing downstream 1 , , �, _ :
ilAiltiliiiiitiiiuk‘411146/0.
041141 /N&Jy�LF. �'l IP. • r aE ,
' , ..,, ;:•'., `, f 3 UT to Cogdels Creek
�a"y
� 00
, jeep l� Vw
0
404
}I A'
A
Visual Observation Points
Outfall No. OHP-011 Figure 5 - 37b
EI Elnlinuamt21Eu22'' 2:Pc Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

al
OHP-022 OHS r
OLF-001
4-.,- IJ
®HP-02-2 OHP-0 21104 OLF-001
0
'f 2Y
vOP. •• w
OHP-012(old) Q-r 68 w
ct
\ 4 4 `0 STP463 CD
R ►STP 64 I a w
p ... O z
wER ROP 0 a
fiiiii PPRPCNUTETO sr TP465
PT3B i° 77•,TP46.w f_ 440
,•o;_'. ' . 'P�1 PT3A' • • 0 TP445
,,, is F�4
e:r,/-. - t , n STP�'Z ST4P4�43 T u 8 T :►ir
• = r I SMT ROAD TII
a �_ ,
• a 5 STFM35
w ', :. , - ♦4 1 BST LOOP ROAD c;
•
' SO0 I
-t- CHP-0 ge
: _ow V
'�
_, , ♦t i
OHP-012 `.. „ ! ' ''
,,902 r''* OHP-013 949
s ♦ 593
& • lON \P •
901 903 '.�•
•
p 4111. '^ �`. - •— •P: \-7 OHP-013A
®HP-007(removed) Q
• A— .., — AL":1.- ...k. „ F 904 \
•
•
r a 1fl iQ ;. r �• 1 . 36
\e
�,11•ir-,A♦ as r� r. _ -.. QO
cLo
If OHP1008
1� �1�. .` boa ;.ir 96 ♦ e w
Ci 1;fSi� 4 •oaf. ,�, i if � ��G 905 OHP 011
NLegend
Data Source: Camp Lejeune GIS VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100200 400 600 800 1,000 Stormwater Outfall 'r Catch Basin
A
������ Feet Stormwater BMP —Storm Sewer Pipe
Visual Observation Points
AOutfall No. OHP-012 Figure 5 -38a
,H�:n,,ronn,�n�d�Engineering.PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

• '�11 V••t '3 ` -11/404,0
; I t!y I +� 'M,; i � f..w� : dvri, - T=_ J'.:„�...
N.
• Y : ,t ' �$ti...'„�„ ''e '', ,,r 41, . its441-1,„.....
.Y i :)
. ,�1 s� _k` 4.° .- '‘R1 ,. " Bearhead Creek
I.444
_ .
, .
4=a 4 1
.leir a y i p �C. mkt.,
p,.,..a ., , 4..
i 4 Y:�„;a -,� Lr.. -'.y ��a f� ;
r�• - c" "r 'fi' y . ,
0(4/woo: - t‘
ii l mow., ' .* to
.
Facing downstream " ", s,-t"
.. ciroi,
VOP for OHP-012 �, ,.: .4,:• %0i; V,,,
(remove concrete ' + ''� , f' ` '' -
obstruction) y- v4..,_,-,-,--.L„, f_ '
.Ir,„.t...--"i A.-,d:.-4-.,,:-,,:L,,_i-1;",;-".*1-„,-....,.7,-,.,:.,..-,-.,—.::.,F",—,i.-,,,,,.e_.-A"-,,,•,-.1‘r4,,......s:..z A.,,!.,l;,',t.
it 3 -,
.*:
ith it ;etl'``*-4...
s4,,r r1 �, K p r�,�v
a r3x 9 l3 r ,be '''r L M -.r
' S G
._A d.
Visual Observation Points
Outfall No. OHP-012 Figure 5 - 38b
2xFat. nmklEu° 2'' °:Pc Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

STP4 6 TP4#0 2
§TP442 T 4 8 Q
S P4 7 STP 443 cr
T �� p425
—' ISMT ROAD o Oil t W436
• .O....i
6 T1s:6 p455
o ST435
m
_ ; OHP-013,,
o K 4
' OHP-03 "
:-•••••:9 \ • _ . ' :
e
joie _ _ . ty
OHP-012 -
902 /
p y,„ ...„ . .. t
x
,.......
S 5OHP 013 �� �s.s.
901 903 V -p ■ x
S,y• 'A�
� iik i
. (��O S
A f ya VOP
.10K. V OHP-013A •
.(.
. Unnamed
• `
3 _ x, 904 �: •• ■
ea t I
Yi' ��. 1e436 � •
�2 ,` `
s9+ �O r
w
orie „\ ....# . , - S962` �y V \
firi.,+
�
OHP.-008IA
a�6
000 \905 1/4 J Jcc
\'‘'p� '` 909-& e4Alr \ \
4014
OHP-011
103: �..
/ _ • --
NLegend
AData Source: Camp Lejeune GIS VOP I 1 Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - 'Drainage Basin
0 100 200 400 600 800 Stormwater Outfall 'r Catch Basin
Feet Stormwater BMP —Storm Sewer Pipe
Visual Observation Points
AOutfall No. OHP-013 Figure 5 -39a
,H�:n,,ronn,�n�d�Engineering,N< Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

`/ i1 L-1 k ° Facing upstream _
NOT' `.
r a One 36 CP
, MOVE �'n �, t Y+ • t h�:, l
V yt ., •\ i e ems„{ (r'C*r ,, ._ ,�, ..3.
iWATER ,1 � . , :, - ,,,
SAMPLING -%t,.�* � ' t h
i
w 1
a:- ,t E. !- `' `1 j� a `a,;
dI c� swti . : es
1 1 r y; , .4
,04
A {1,
may ,a.
L Facing downstream ,i, �' i ' t�
r
flii�'�� � �,.' ,iE„l � .�. �� t k_ 1 .RI flUl��H [soul11•■■ll fIAS�lr7?MOWN il
t
"'� w UT to Bearhead Creek
i. `
, ,ai,k,. MOP -P''''" - : 5
- 1 sit;: n• '.>,..> ',
` 1
I ,,. .;
1 f-' , tl .
Visual Observation Points
' Outfall No. OHP-013A Figure 5 - 39b
- -
AHP.nviranmznta1Pugineerm&.PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

MR'', ""`.., O. '.40' e ,, ,. ,,; ''-•'P''''64.45.1"AFt al 1.4 r. ,A:,..4Clit, '''', .4 ,. 14
Facing upstream t n%;,"1,, �' -r a0'"` , f.
HOT it.4 ►" 1. " Z r- 1-;'' . .
REMOVE . .}" :ko:
One 30" CP with
STORM ""1'. concrete headwall
WAT[:R t,
SAMPLING °
POINT t
1
0it r t �_
• rV.• +� ` - �1:. -, . yam'
Pi' 13 , =_---',\
:,-. t\ii...+
— I- Ty TT
Facing downstreamd,.a e «
iiireata :mat
SI093
k. 4 ' R'
e
^'a
? l
r
x1N � ah` ry ;
, r , UT to Bearhead rhead Creek
,4, a.y' re;---,
' ,k s
ti
44
4-k. "df ,_ �,,,A.• `�
Y ,24, I fat �"N
. '
t.
Eti tr 1 *. 7 •g -+x.
' tom.. 5 .' L'. ,'Fos l.'; 1
Visual Observation Points
AllEnAOutfall No. OHP-013B Figure 5 - 39c" ° �r�1 `� Pc Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

Plere711. 't 301,
Lam.
n• .... � '" OHP-018 �.
�� ,a :•
■I
■ 30 .Air.
"'►,, o�� .,� H ■ sue' OHP-004
;Not .1,.. -40.'—` ..
,� -,ram
A.
`r \ c ;
* f �.Y s4vs.:
S1�15S1415 ' ..
A4‘1111114‘‘ ' .7:
r—, • ie.:
• _.= :_..,
. 1
1 .
173,3,‘c ,,, ,, _ .,L5 ..
. . _A..- .
.. _ .„. „.
1 _ H P�4 --- • ' Cihndieq S 1 74
lG� S332 4 -,-4 y, SWP83
-C 408 r0111),1
• _ 1 4
* { i Ht41f 1 it 1 1 ��
IY/
.., skiii‘ '4' / s. — —.._•-, —
v i. c t 3 1770 c"Cr
• /'
L t7 —ter ‘ COo2v-, ;' % • 51 4y
424 �. P5Nir b :1;
411 — .� F ATM i �.
. ' SH'4! 5 6
.45' ,, P476 - '4: ♦ • _r •
'4 r /S444E i , 1
♦ .4-.. *H .6 A ,'1► 44C it ys. •_ , 52 * .I
t - 1 "•4�464°44A 508 ,r`• r R-
•
•
. +
. i, V yi P41� S 3 C� •
—
r f . ,' HF�1' H .• .
No.-KO
f-- OHP-014.
' 2 ` ♦ii, .oa~ / 509 o-
r � •- - ♦/ •OHP-01 (removed)
_.) .J a I' :--!A
t
za? ,'� it / Ni:wit. �J OHP015 OHP01� �' ,�, ` \ I n�4 - :: 6' -"
• 9 = q<. 4 OHP-036
‘, ",‘ .. . — '. L:- OHP-035 O �a
IA 540 2 - OHP.033' `
t- 1 °o00A
sd�..
NLegend
Data Source: Camp Lejeune GIS VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary - - !Drainage Basin
0 100200 400 600 800 1,000 Stormwater Outfall 'r Catch Basin
A
������ Feet —Storm Sewer Pipe
I I Stormwater BMP p
Visual Observation Points
AOutfall No. OHP-015 Figure 5 -40a
,H�:n,,.onn,�n�d��:nx,n��.,nx,PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

.4" 1.11.111P ,
44,
One 60" CMP
al.. -- „ - ..,•,`‘ '- , - ,
..---
---
it —
, •11-4.L'il. '
i 2,,0 s _
i WATER '
,41S•0t.tY-.-". ...41...,-.., ,r.,'4''"L,r''-.e:r.‘.'er,
21,N c-
w
.1) ,..-\ . ." .-•'' ,i
• .. „t if,•' ' -"• '• 1/4 11:3,''' ' ''''t-N' '-'-- ,
\ , ..... t.,. •.;• ler., ."... - :-'e- -
ot--,1* ,..4i ....-.. . i
. .... .,,,. ,,.',. . .•...„., ... ,01..
0 •, . ri,--,.N. ..' r ci A i f . I TZP4' - - - - •--
,
. 4
,
1.„
' -
, .•
. ,.. .. 3 . ,
. _
ii
,,, .., ,
. • - 4, ':. Direct-
..
\ - ',, - .4., - of
on r.• • low
\• ,
, • .
- -
. i 1:• , ..--
, ,,(.... ...,
L '
, , .• ',,,,,=•,.. -A, , ' '
. . ..r
, . • . ,
./ .
/. - r
,
, — (
I, •
,
4-/
_
- ,
' \,;`. 1 , •
. • r
, --,, • - ir , .
_
.
,, .
Note: This outfall is . .
,. " .
... • .,.i...4,
tidally influenced. ....
,..v,,... - •..-
,af...-4 tk. , . .•.z __
... .
,k . ,-,. . ., ......, .,..- , ,•
itiot
'- .. ,..
New River
•. ,„4 at •,. „\k_ ..,,, ii, ,;. . .,.. •
. „ ' - ...-, -,„; ...--..- : .. -„ ' ••1.,..,,,:e.,,,, •.' j.„. --,-.7- ...--,_.- -
'''' .."---..7_._' ',..;.
,, • .." --,.. ‘-.--J--1!"--7: ---.--"*....:::
,-. ---,-,-- ....- E. .. 5 • _.
---__ --/
........--,g -.'"---- 4.-- -,__
_-.... ..., -... .. -
-",14.# ,i'• • '"!
Gti° N
%1 oi
OiVe
- .:....' ,z,.•: .. 1,..:..,.. „1.- -,....1/4,.., , • • '
- .. , ..
-\
' 7 ' ,,,! .:,-'",. ,tx.,.;''' r_atA47.4, 9',,.r.. \ •
4it
II? t
it y,t it,- •' -, ...%
*-- ' 4°''S.• ,' -'7,4-7.; '.-''«!'ii' -- .114::4?k;. ; --,'• .:'t----• , ,,r
• .._ _ ,
• ., , .i."'i...,,11, .'1.., r 4''''''. ,:kj:;,- \ L_,';,' - ,, i
• i
' 1. ..e.'"'N .• --`• -..P'' ' '' ir •' 1'. . - '.4' 4L AN Envinnuam-t11 EunneertuR PC A Visual Observation Points
Outfall No. OHP-015
Stormwater Outfall Monitoring Plan Figure 5 -40b
MCIEAST-MCB Camp Lejeune, North Carolina

OHP-004 1854 OHP-003
- • - t OHP-002
e ` * 4.i S1854A ► '
�s.. OHP-003 ! a
. :1854� sA
• 'OHP-001 . 4. CSii„ i+� . V/
R: a
"Lr' e3'
it D
. i ley
A At.,-....- --..„---- ......›, ......i7
,,Is. /44 , / * 4 if ,t. os; .4 $ . .$- --- ,•_? ....„
lir, ' :it* _ . , ..',3:....,':,,,'..li'lg:,,-
1841 • n. �r :..i.10.
t.
M
' s
R'friP . /iHP017 r
yyAft, i 1 . :., . ....- x
z.
OHP038 � ��
, ; '
w
1�, e• Outfall °` -
r,. ► �T NiCop
• OHP-038-OHP-038 •
e•
OHP-001 .-,r :-r ! -
oCID ri
2icy�C OH P-017e'
'Se u
. x O �9 - r
S'O
e CFO-0-0ID14 I. re
OFC-014
NLegend
A
Data Source: Camp Lejeune GIS L. VOP I ]Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary Drainage Basin
0 100 200 5 Stormwater Outfall Catch Basin
Feet Stormwater BMP T Storm Sewer Pipe
Visual Observation Points
AOutfall No. OHP-017 Figure 5 -41 a
All Environmental Engineering,r� Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

,, Facing upstream r '-`
} i
c ',Via1w ••• - v.
< � � ' �'��
` b. `taw'' s y •-._pI t !� � • �t
`,� `. `, i �' �'I';�r ,- vwOne 15" CP with
,r' .. , ., obt , �l i, -, r"' Nit-
-' concrete headwall
n� 7 Ids v r ; . 0.1 OW?'.` _ �e•I�'►
_ : - - esi.t.i....,\fir, .,/' -, '. i .- „ .,_ , _...
V ' 1, It. t,
000010
• , • lkib''
. _ill)., , \tilii-,1 .,. 10,-..0, , , to-'
?t,,,k, .
.,_ is,y�,� It
+1
i'ri/ '. • ;, i
44 ._. _.. .*. s, /-_ _.- - ..;,,\ 1 ( .--,,lhfilfr-ti ' A'111 4 ( kyi.j.. 4 id vivi... . '1 Wk
,/f A,7 r �'• kj• ? 476,4.4
Facing downstream w, ' ;, 1
fw.
Z r� i0. ,�ps-�- r
= -- _ VO P for
' ,:---; r _ OHP-017
, „— 0
„ill ��. .
_ 6r
r
�-u ✓ F
(
r , S I 1
,,,
NIP' _ , .eV., 1 \ \l`,,k,, ,.,,, . ._ _,,,,...4 „_,.... ...... ,.
Visual Observation Points
/ ''r-','"'''' , 4,017,411k \ irlflti4''. ,
A _ . Outfall No. OHP-017 Figure 5 -41 b
` E"' �'�� ` PC Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

N IF i T4T66A ESQ .; � r
-.25 PCUATM2X 0.�.. 1 %^ :.
WCp r . ` SW 1b� rt i 7
G • H. 49 I. G 7C
VOP , _ HP 020
OHP-019 OHP-019C P25l. �'. p m
�;. z. -
.1— T G� A �l�l 1 p
CAIRE OHP-01flOHP`019A0 ‘' sa 'kill'31. l
OHP-031u A- 1 n. :�' r■
u 26 IV •Y — -v.. ,V
r.
53 ' 3, • .° '.
"� CO 5 a ,.�iy" ■ N N. .c
- F CO 2 CIJN � 1, v05
•
. 6g�NT3 20 ' . . .,
'�"' NCO. ONT2Jr'. � `.
L. OH_P-031 , �97 i - G � I ` OHP-018'
•
r_ x,. 1 .
0 ;i List. . ,
. • co_'.1. .-.% . H P.,3 : .4 , ,,
, ,, ,,ir
, ....
1IN‘
4 ,
,S-.. '"4" IMF, \ t -
.4'- g • '=ate:✓ � fr
=3 • J '.■
S ;5 . —— �, . ,: . ��,. 30 , NP'p OHP-015
r �r ,ear '% r'
' OHP 0 8B
.„' — — •d ' �
R 29A :A- N -Iz , '
i
■ .
30
..•• `
•
• `>rSWP7 • �
e0\' 1 r4251
4 ki
' t VOP � �tieOHP 018;C � .- A O �Giv OHP-016 r
OHP-010 — •r
O\' S
4J ' - t H 4 32 f ::. - ,� r
• OHP-032 ' w, ,t% S382 f
• .`( ". 1 408
2 4tr ' " C 14 SH 1.6
• , .HABB il c 440
S2• S355
N % OHP-01: , `,'
ik • V H P454 4
OHP-032 w_
N -. -
Legend
A
Data Source: Camp Lejeune GIS
0 10020 VOP Building Surface Watercourse
A Analytical/VOP I / I Facility Boundary :`Drainage Basin
0 400 600 800 1,000 Stormwater Outfall 'r Catch Basin
������ Feet Stormwater BMP —Storm Sewer Pipe
Visual Observation Points
AOutfall No. OHP-018 Figure 5 -42a
,H�:n,,ronn,�n�d��:nx,n��r,nx,N< Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina

,,. t1flUTE .'4,- ,_:
• Facing downstream
STORM
WATER ` ``
SAMPLING .
• POINT _ , s
0 ' ;
6' x 4' box culvert •
(not pictured) with
� concrete headwall c
'sty�j J { }
b j
h 1
1 qi
S ,R r +. _
it '44 r C.
OK
V^ 4
_ {
Facing downstream
q
*• V 9
S� —_,' it I , h .i�'
x UT to New River
r ,0 ,fir
411
� r
/f'
.,_•., _ . ii../„..„. .,...w.......,.. , ,,, . •
. .,
.r . ".,,,,, 3e If .if i' :
•f-T` ` tM¢ may, !�� 's'_F i• '++
VI' %
i t !P 1 1 • ' ` �q� r �_
'!' Y ,fin Il I / • T' 1 'Y ,
•.
-. a
Visual Observation Points
All
A _ ._ _ _ . Outfall No. OHP-018A Figure 5 -42b" °nmm1 `� Pc Stormwater Outfall Monitoring Plan
MCIEAST-MCB Camp Lejeune, North Carolina