NCS000331_9_Appendix F (Fort Bragg SWPPP)_20210517

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
FORT BRAGG
MASTER STORMWATER POLLUTION PREVENTION PLAN
(SWPPP)
This data will not be disclosed outside the Government and will not be duplicated, used, or disclosed in whole or in part for any purpose
other than to evaluate this plan. The Government has the right to duplicate, use, or disclose the data to the extent provided in the contract.
This restriction does not limit the Government's right to use information in the data if it is obtained from another source without restriction
or contained in the plan in its entirety.

This Page Intentionally Left Blank

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
REVISION CONTROL PAGE
REVISION
NUMBER
REVISION
DATE
DESCRIPTION OF CHANGE
OWNER
1
05/13/2015
Complete revision
William
DeCarmine
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
This Page Intentionally Left Blank
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
ui

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table of Figures
Figure1.1 Locator Map....................................................................................................................................... 7
Figure1.2 Fort Bragg Watersheds........................................................................................................................
8
Figure2.2 Detail Map for Area 2.......................................................................................................................
25
Figure2.3 Site Map for Area 2-2A.....................................................................................................................
26
Figure2.4 Site Map for Area 2-2B.....................................................................................................................
27
Figure2.5 Site Map for Area 2-2C.....................................................................................................................
28
Figure 2.6 Locator Map for Area 3.....................................................................................................................
35
Figure2.7 Detail Map for Area 3.......................................................................................................................
36
Figure2.8 Site Map for Area 3-2A.....................................................................................................................
37
Figure2.9 Site Map for Area 3-2B.....................................................................................................................
38
Figure 2.10 Site Map for Area 3-2C...................................................................................................................
39
Figure 2.11 Locator Map for Area 4...................................................................................................................
45
Figure2.12 Detail Map for Area 4.....................................................................................................................
46
Figure 2.13 Site Map for Area 4-2A...................................................................................................................
47
Figure 2.14 Locator Map for Area 5...................................................................................................................
53
Figure2.15 Map Details for Area 5....................................................................................................................
54
Figure 2.16 Site Map for Area 5-2A...................................................................................................................
55
Figure 2.17 Locator Map for Area 8...................................................................................................................
61
Figure2.18 Detail Map for Area 8.....................................................................................................................
62
Figure 2.19 Site Map for Area 8-2A...................................................................................................................
63
Figure 2.20 Locator Map for Area A..................................................................................................................
73
Figure2.21 Detail Map for Area A....................................................................................................................
74
Figure 2.22 Site Map for Area A-2A..................................................................................................................
75
Figure 2.23 Site Map for Area A-2B..................................................................................................................
76
Figure 2.24 Site Map for Area A-2C..................................................................................................................
77
Figure 2.25 Site Map for Area A-2D..................................................................................................................
78
Figure 2.26 Site Map for Area A-2E..................................................................................................................
79
Figure 2.27 Site Map for Area A-2F...................................................................................................................
80
Figure 2.28 Site Map for Area A-2G..................................................................................................................
81
Figure 2.29 Site Map for Area A-2H..................................................................................................................
82
Figure 2.30 Site Map for Area A-2I...................................................................................................................
83
Figure 2.31 Site Map for Area A-2J...................................................................................................................
84
Figure 2.32 Site Map for Area A-2K..................................................................................................................
85
Figure 2.33 Site Map for Area A-2L..................................................................................................................
86
Figure 2.34 Site Map for Area A-2M.................................................................................................................
87
Figure 2.35 Site Map for Area A-2N..................................................................................................................
88
Figure 2.36 Locator Map for Area C..................................................................................................................
97
Figure2.37 Detail Map for Area C.....................................................................................................................
98
Figure 2.38 Site Map for Area C-2A..................................................................................................................
99
Figure 2.39 Site Map for Area C-2B................................................................................................................
100
Figure 2.40 Site Map for Area C-2C................................................................................................................
101
Figure 2.41 Site Map for Area C-2D................................................................................................................
102
Figure 2.42 Site Map for Area C-2E.................................................................................................................
103
Figure 2.43 Locator Map for Area D................................................................................................................
112
Figure 2.44 Detail Map for Area D..................................................................................................................
113
February 2015 iv
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Figure 2.45 Site Map for Area D-2A................................................................................................................ 114
Figure 2.46 Site Map for Area D-2B................................................................................................................ 115
Figure 2.47 Site Map for Area D-2C................................................................................................................
116
Figure 2.48 Site Map for Area D-2D................................................................................................................
117
Figure 2.49 Site Map for Area D-2E................................................................................................................
118
Figure 2.50 Locator Map for Area E................................................................................................................
125
Figure 2.51 Detail Map for Area E...................................................................................................................
126
Figure 2.52 Site Map for Area E-2A................................................................................................................
127
Figure 2.53 Site Map for Area E-2B.................................................................................................................
128
Figure 2.54 Site Map for Area E-2C.................................................................................................................
129
Figure 2.55 Locator Map for Area F.................................................................................................................
137
Figure 2.56 Detail Map for Area F...................................................................................................................
138
Figure 2.57 Site Map for Area F-2A.................................................................................................................
139
Figure 2.58 Site Map for Area F-2B.................................................................................................................
140
Figure 2.59 Site Map for Area F-2C.................................................................................................................
141
Figure 2.60 Site Map for Area F-2D.................................................................................................................
142
Figure 2.61 Locator Map for Area G................................................................................................................
148
Figure 2.62 Detail Map for Area G..................................................................................................................
149
Figure 2.63 Site Map for Area G-2A................................................................................................................
150
Figure 2.64 Locator Map for Area H................................................................................................................
157
Figure 2.65 Detail Map for Area H..................................................................................................................
158
Figure 2.66 Site Map for Area H-2A................................................................................................................
159
Figure 2.67 Site Map for Area H-2B................................................................................................................
160
Figure 2.68 Site Map for Area H-2C................................................................................................................
161
Figure 2.69 Site Map for Area H-2D................................................................................................................
162
Figure 2.70 Locator Map for Area J.................................................................................................................
168
Figure 2.71 Detail Map for Area J....................................................................................................................
169
Figure 2.72 Site Map for Area J-2A.................................................................................................................
170
Figure 2.73 Site Map for Area J-2B.................................................................................................................
171
Figure 2.74 Locator Map for Area M...............................................................................................................
179
Figure 2.75 Detail Map for Area M..................................................................................................................
180
Figure 2.76 Site Map for Area M-2A...............................................................................................................
181
Figure 2.77 Site Map for Area M-2B...............................................................................................................
182
Figure 2.78 Site Map for Area M-2C...............................................................................................................
183
Figure 2.79 Site Map for Area M-213 ...............................................................................................................
184
Figure 2.80 Locator Map for Area N................................................................................................................
192
Figure 2.81 Detail Map for Area N..................................................................................................................
193
Figure 2.82 Site Map for Area N-2A................................................................................................................
194
Figure 2.83 Site Map for Area N-2B................................................................................................................
195
Figure 2.84 Site Map for Area N-2C................................................................................................................
196
Figure 2.85 Site Map for Area N-213 ................................................................................................................
197
Figure 2.86 Site Map for Area N-2E................................................................................................................
198
Figure 2.87 Site Map for Area N-217 .................................................................................................................
199
Figure 2.88 Site Map for Area N-2G................................................................................................................
200
Figure 2.89 Locator Map for Area P.................................................................................................................
207
Figure 2.90 Detail Map for Area P...................................................................................................................
208
Figure 2.91 Site Map for Area P-2A.................................................................................................................
209
February 2015 v
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Stormwater Pollution Prevention Plan (SWPPP)
Figure 2.92 Site Map for Area P-2B
Figure 2.93 Site Map for Area P-2C
Fort Bragg, North Carolina
210
211
Figure 2.94 Site Map for Area P-213 .................................................................................................................
212
Figure 2.95 Site Map for Area P-2E.................................................................................................................
213
Figure 2.96 Locator Map for Pope AAF...........................................................................................................
220
Figure 2.97 Detail Map for Pope AAF.............................................................................................................
221
Figure 2.98 Site Map for Pope-2A...................................................................................................................
222
Figure 2.99 Site Map for Pope-2B....................................................................................................................
223
Figure 2.100 Site Map for Pope-2C..................................................................................................................
224
Figure 2.101 Site Map for Pope-213 .................................................................................................................
225
Figure 2.102 Site Map for Pope-2E..................................................................................................................
226
Figure 2.103 Site Map for Pope-2F..................................................................................................................
227
Figure 2.104 Locator Map for Area R..............................................................................................................
233
Figure 2.105 Detail Map for Area R.................................................................................................................
234
Figure 2.106 Site Map for Area R-2A..............................................................................................................
235
Figure 2.107 Locator Map for Area T..............................................................................................................
241
Figure 2.108 Detail Map for Area T.................................................................................................................
242
Figure 2.109 Site Map for Area T-2A..............................................................................................................
243
Figure 2.110 Site Map for Area T-2B...............................................................................................................
244
Figure 2.111 Locator Map for Area X..............................................................................................................
250
Figure 2.112 Detail Map for Area X.................................................................................................................
251
Figure 2.113 Site Map for Area X-2A..............................................................................................................
252
Figure 2.114 Locator Map for Area Y..............................................................................................................
258
Figure 2.115 Detail Map for Area Y.................................................................................................................
259
Figure 2.116 Site Map for Area Y-2A..............................................................................................................
260
Figure 2.117 Site Map for Area Y-2B..............................................................................................................
261
Figure 2.118 Locator Map for Area Z..............................................................................................................
267
Figure 2.119 Detail Map for Area Z.................................................................................................................
268
Figure 2.120 Site Map for Z-2A.......................................................................................................................
269
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
vi

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
List of Tables
Table 1.1 Area, Activity & Outfall Summary....................................................................................................... 5
Table1.2 SWPPT Members...............................................................................................................................
10
Table 1.3 Existing Environmental Plans.............................................................................................................
14
Table2.1 OWS/GC Capacity Summary.............................................................................................................
19
Table 2.2 Potentially Polluting Material Inventory Summary.............................................................................
21
Table 2.3 Visual Observations for Occurrence of Spills or Leaks.......................................................................
22
Table 2.5 Capacities of the OWS and GC in Area 3...........................................................................................
30
Table 2.6 Potentially Polluting Material Inventory Summary.............................................................................
32
Table 2.7 Visual Observations for Occurrence of Spills or Leaks.......................................................................
33
Table 2.9 Potentially Polluting Material Inventory Summary.............................................................................
42
Table 2.10 Visual Observations for Occurrence of Spills or Leaks.....................................................................
43
Table2.12 OWS/GC Capacity Summary...........................................................................................................
49
Table 2.13 Potentially Polluting Material Inventory Summary...........................................................................
50
Table 2.14 Visual Observations for Occurrence of Spills or Leaks.....................................................................
51
Table 2.16 Potentially Polluting Material Inventory Summary...........................................................................
58
Table 2.17 Visual Observations for Occurrence of Spills or Leaks.....................................................................
59
Table2.19 OWS/GC Capacity Summary...........................................................................................................
66
Table 2.20 Potentially Polluting Material Inventory Summary...........................................................................
68
Table 2.21 Visual Observations for Occurrence of Spills or Leaks.....................................................................
70
Table2.23 OWS/GC Capacity Summary...........................................................................................................
91
Table 2.24 Potentially Polluting Material Inventory Summary...........................................................................
93
Table 2.25 Visual Observations for Occurrence of Spills or Leaks.....................................................................
94
Table2.27 OWS/GC Capacity Summary.........................................................................................................
106
Table 2.28 Potentially Polluting Material Inventory Summary.........................................................................
108
Table 2.29 Visual Observations for Occurrence of Spills or Leaks...................................................................
109
Table 2.31 Potentially Polluting Material Inventory Summary.........................................................................
121
Table 2.32 Visual Observations for Occurrence of Spills or Leaks...................................................................
122
Table2.34 OWS/GC Capacity Summary.........................................................................................................
131
Table 2.35 Potentially Polluting Material Inventory Summary.........................................................................
133
Table 2.36 Visual Observations for Occurrence of Spills or Leaks...................................................................
134
Table 2.38 Potentially Polluting Material Inventory Summary.........................................................................
145
Table 2.39 Visual Observations for Occurrence of Spills or Leaks...................................................................
146
Table2.41 OWS/GC Capacity Summary.........................................................................................................
152
Table 2.42 Potentially Polluting Material Inventory Summary.........................................................................
154
Table 2.43 Visual Observations for Occurrence of Spills or Leaks...................................................................
155
Table 2.45 Potentially Polluting Material Inventory Summary.........................................................................
165
Table 2.46 Visual Observations for Occurrence of Spills or Leaks...................................................................
166
Table2.48 OWS/GC Capacity Summary.........................................................................................................
174
Table 2.49 Potentially Polluting Material Inventory Summary.........................................................................
176
Table 2.50 Visual Observations for Occurrence of Spills or Leaks...................................................................
177
Table2.52 OWS/GC Capacity Summary.........................................................................................................
187
Table 2.53 Potentially Polluting Material Inventory Summary.........................................................................
189
Table 2.54 Potentially Polluting Material Inventory Summary.........................................................................
190
Table2.56 OWS/GC Capacity Summary.........................................................................................................
203
Table 2.57 Potentially Polluting Material Inventory Summary.........................................................................
204
February 2015 vii
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Stormwater Pollution Prevention Plan (SWPPP)
Table 2.58 Visual Observations for Occurrence of Spills or Leaks
Table 2.60 OWS/GC Capacity Summary ......................................
Table 2.61 Potentially Polluting Material Inventory Summary ......
Table 2.62 Visual Observations for Occurrence of Spills or Leaks
Table 2.64 Potentially Polluting Material Inventory Summary ......
Table 2.65 Visual Observations for Occurrence of Spills or Leaks
Table 2.67 Potentially Polluting Material Inventory Summary ......
Table 2.68 Visual Observations for Occurrence of Spills or Leaks
Table 2.70 Potentially Polluting Material Inventory Summary ......
Table 2.71 Visual Observations for Occurrence of Spills or Leaks
Table 2.73 Potentially Polluting Material Inventory Summary ......
Table 2.74 Visual Observations for Occurrence of Spills or Leaks
Table 2.76 Potentially Polluting Material Inventory Summary ......
Table 2.77 Visual Observations for Occurrence of Spills or Leaks
Fort Bragg, North Carolina
205
216
217
218
230
231
238
239
247
248
255
256
264
265
Table 3.1 Typical ABMPs....................................................................................Error! Bookmark not defined.
Table 4.1 Checklist for Annual Compliance Inspections........................................Error! Bookmark not defined.
Table 4.2 Scheme for Compliance Monitoring................................................................................................. 273
Table 4.3 Sampling Requirements for Areas A, C, D, E, and F......................................................................... 274
Table 4.4 Sampling Requirements for Areas 3 and J......................................................................................... 274
Table 4.5 Sampling Requirements for Area A
Table 4.6 Sampling Requirements for Area P.
275
275
Table 4.7 Sampling Requirements for Ambient Monitoring.............................................................................. 276
Table 4.8 Monitoring Schedule........................................................................................................................ 276
Table 4.9 Qualitative Monitoring Requirements............................................................................................... 277
Table 4.10 Qualitative Monitoring Schedule.........................................................Error! Bookmark not defined.
Table 5.1 Breakdown of Fort Bragg Strategic Goal 93 ..........................................Error! Bookmark not defined.
February 2015
viii
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February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
ACRONYM LIST
ACRONYM
DEFINITION
ABMP
Advance Best Management Practices
AFB
Air Force Base
AScIS
Applied Sciences and Information Systems, Inc.
AST
Aboveground Storage Tank
BMP
Best Management Practices
BBMP
Baseline Best Management Practices
BUA
Built Upon Area
CAT
Compliance Assessment Team
CEB
Chief Environmental Branch
CFR
Code of Federal Regulations
CWA
Clean Water Act
CWMS
Chief of Water Management Branch
DENR
Department of Environment and Natural Resources
DOD
Department of Defense
DOT
Department of Transportation
DPW
Directorate of Public Works
DEMLR
Division of Energy, Mineral, and Land Resources
ECA
Environmental Compliance Assistants
ECAS
Environmental Compliance Assessment System
ECO
Environmental Compliance Officers
EMP
Environmental Management Plan
EMS
Environmental Management System
EPCRA
Emergency Planning and Community Right -To -Know Act
ACRONYM
DEFINITION
ix
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February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
FR
Federal Register
FRP
Facility Response Plan
GC
Grit Chamber
GH
Good Housekeeping
GHC
Good Housekeeping Coordinator
GI
Grease Interceptor
GP
General Permit
HM
Hazardous Materials
HMCC
Hazardous Materials Control Center
HQW
High Quality Water
HW
Hazardous Waste
HWRO
Hazardous Waste Reclamation Office
IRP
Installation Restoration Program
ISCP
Installation Spill Contingency Plan
ISWMP
Integrated Solid Waste Management Plan
ITAM
Integrated Training Area Management
LS-VFS
Level Spreader -Vegetative Filter Strip
MOGAS
Motor Gasoline
MS4s
Municipal Separate Storm Sewer Systems
MSDS
Material Safety Data Sheet
NCDEQ
North Carolina Department of Environment Quality
NCNPDES
North Carolina National Pollutant Discharge Elimination System
NOI
Notice of Intent
NPDES
National Pollutant Discharge Elimination System
NSWD
Non-Stormwater Discharge
ACRONYM
DEFINITION
OSHA
Occupational Safety and Health Administration
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
O&M
Operation and Maintenance
OWS
Oil/Water Separator
PAA
Pope Army Airfield
PM
Preventive Maintenance
PMO
Preventive Maintenance Officer
POL
Petroleum and Other Lubricants
PPM
Potentially Polluting Material
ppm
Parts per million
PPT
Pollution Prevention Team
SAS
Satellite Accumulation Site
SECP
Sediment and Erosion Control Plan
SMC
Sustainability Management Council
SOP
Standard Operating Procedures
SPCC
Spill Prevention Control & Countermeasures
SPCCP
Spill Prevention Control & Countermeasures Plan
SWMP
Stormwater Management Plan
SWPPP
Stormwater Pollution Prevention Plan
SWPPPT
Stormwater Pollution Prevention Plan Team
T&E
Threatened & Endangered
TMDL
Total Maximum Daily Load
TSS
Total Suspended Solids
UA
Urbanized Area
USAR
United States Army Reserve
USEPA
United States Environmental Protection Agency
UST
Underground Storage Tank
ACRONYM
DEFINITION
VI
Visual Inspection
xi
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February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
WMS
Water Management Section
WQRP
Water Quality Recovery Plan
WQS
Water Quality Standards
WRD
Water Resources Division
xii
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Contents
ACRONYMLIST............................................................................................................................................IX
1.
INTRODUCTION................................................................................................................................. I
1.1
PURPOSE..............................................................................................................................................................1
1.2
PROGRAM OBJECTIVES....................................................................................................................................3
1.3
PLAN FORMAT....................................................................................................................................................3
1.4
FACILITY DESCRIPTION....................................................................................................................................3
1.5
RESPONSIBILITY FOR SWPPP IMPLEMENTATION........................................................................................9
1.6
EXISTING ENVIRONMENTAL PLANS............................................................................................................13
1.7
ADDITIONAL SWPPP REQUIREMENTS..........................................................................................................14
1.8
UNIT/ACTIVITY RESPONSIBILITY.................................................................................................................16
1.9
BEST MANAGEMENT PRACTICES..................................................................................................................16
1.10
STANDARD OPERATING PROCEDURES........................................................................................................16
1.11
PROGRAM ASSESSMENT.................................................................................................................................
17
1.12
COMPLIANCE WITH OTHER ENVIRONMENTAL LAWS..............................................................................
17
2.
AREA SPECIFIC DESCRIPTIONS..................................................................................................
18
2.1
SITE OVERVIEW — AREA 2..............................................................................................................................18
2.1.1 Facility Description.......................................................................................................................................18
2.1.2 Types of Industrial Activities.........................................................................................................................18
2.1.3 Potential Pollutants........................................................................................................................................
20
2.1.4 Significant Spills or Leaks.............................................................................................................................
22
2.1.5 Stormwater Management Strategy..................................................................................................................
22
2.1.6 Responsible Party..........................................................................................................................................
23
2.1.7 Inspection Program........................................................................................................................................
23
2.1.8 Advanced Best Management Practices...........................................................................................................23
2.1.9 Additional Recommendations........................................................................................................................
23
2.2 SITE OVERVIEW — AREA 3..............................................................................................................................
29
2.2.1
Facility Description.......................................................................................................................................
29
2.2.2
Types of Industrial Activities.........................................................................................................................29
2.2.3
Potential Pollutants........................................................................................................................................
31
2.2.4
Significant Spills or Leaks.............................................................................................................................
33
2.2.5
Stormwater Management Strategy..................................................................................................................
33
2.2.6
Responsible Party..........................................................................................................................................
33
2.2.7
Inspection Program........................................................................................................................................
34
2.2.8
Advanced Best Management Practices...........................................................................................................34
2.2.9
Additional Recommendations........................................................................................................................
34
2.3 SITE OVERVIEW — AREA 4..............................................................................................................................40
2.3.1
Facility Description.......................................................................................................................................40
2.3.2
Types of Industrial Activities.........................................................................................................................40
2.3.3
Potential Pollutants........................................................................................................................................
41
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.3.4
Significant Spills or Leaks.............................................................................................................................
43
2.3.5
Stormwater Management Strategy..................................................................................................................
43
2.3.6
Responsible Party..........................................................................................................................................
43
2.3.7
Inspection Program........................................................................................................................................
44
2.3.8
Advanced Best Management Practices...........................................................................................................44
2.3.9
Additional Recommendations........................................................................................................................
44
2.4 SITE OVERVIEW — AREA 5..............................................................................................................................
48
2.4.1
Facility Description.......................................................................................................................................48
2.4.2
Types of Industrial Activities.........................................................................................................................48
2.4.3
Potential Pollutants........................................................................................................................................
49
2.4.4
Significant Spills or Leaks.............................................................................................................................
51
2.4.5
Stormwater Management Strategy..................................................................................................................
51
2.4.6
Responsible Party..........................................................................................................................................
52
2.4.7
Inspection Program........................................................................................................................................
52
2.4.8
Advanced Best Management Practices...........................................................................................................
52
2.4.9
Additional Recommendations........................................................................................................................
52
2.5 SITE OVERVIEW — AREA 8..............................................................................................................................
56
2.5.1
Facility Description.......................................................................................................................................
56
2.5.2
Types of Industrial Activities.........................................................................................................................
56
2.5.3
Potential Pollutants........................................................................................................................................57
2.5.4
Significant Spills or Leaks.............................................................................................................................
59
2.5.5
Stormwater Management Strategy..................................................................................................................
59
2.5.6
Responsible Party..........................................................................................................................................
59
2.5.7
Inspection Program........................................................................................................................................
60
2.5.8
Advanced Best Management Practices...........................................................................................................
60
2.5.9
Additional Recommendations........................................................................................................................
60
2.6 SITE OVERVIEW — AREA A..............................................................................................................................
64
2.6.1
Facility Description.......................................................................................................................................
64
2.6.2
Types of Industrial Activities.........................................................................................................................
65
2.6.3
Potential Pollutants........................................................................................................................................
67
2.6.4
Significant Spills or Leaks.............................................................................................................................
70
2.6.5
Stormwater Management Strategy..................................................................................................................
70
2.6.6
Responsible Party..........................................................................................................................................
70
2.6.7
Inspection Program........................................................................................................................................
70
2.6.8
Advanced Best Management Practices...........................................................................................................
71
2.6.9
Additional Recommendations........................................................................................................................
71
2.7 SITE OVERVIEW — AREA C.............................................................................................................................. 89
2.7.1
Facility Description.......................................................................................................................................
89
2.7.2
Types of Industrial Activities.........................................................................................................................90
2.7.3
Potential Pollutants........................................................................................................................................
92
2.7.4
Significant Spills or Leaks.............................................................................................................................
94
2.7.5
Stormwater Management Strategy..................................................................................................................
94
2.7.6
Responsible Party..........................................................................................................................................
95
2.7.7
Inspection Program........................................................................................................................................
95
2.7.8
Advanced Best Management Practices...........................................................................................................95
2.7.9
Additional Recommendations........................................................................................................................
95
2.8 SITE OVERVIEW — AREA D............................................................................................................................
104
2.8.1
Facility Description.....................................................................................................................................
104
2.8.2
Types of Industrial Activities.......................................................................................................................
105
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.8.3
Potential Pollutants......................................................................................................................................
107
2.8.4
Significant Spills or Leaks...........................................................................................................................
109
2.8.5
Stormwater Management Strategy................................................................................................................
109
2.8.6
Responsible Party........................................................................................................................................
110
2.8.7
Inspection Program......................................................................................................................................
110
2.8.8
Advanced Best Management Practices.........................................................................................................
110
2.8.9
Additional Recommendations......................................................................................................................
110
2.9 SITE OVERVIEW —AREA E............................................................................................................................ 119
2.9.1
Facility Description.....................................................................................................................................
119
2.9.2
Types of Industrial Activities.......................................................................................................................
119
2.9.3
Potential Pollutants......................................................................................................................................
120
2.9.4
Significant Spills or Leaks...........................................................................................................................
122
2.9.5
Stormwater Management Strategy................................................................................................................
122
2.9.6
Responsible Party........................................................................................................................................
123
2.9.7
Inspection Program......................................................................................................................................
123
2.9.8
Best Management Practices..........................................................................................................................
123
2.9.9
Additional Recommendations......................................................................................................................
123
2.10 SITE OVERVIEW — AREA F............................................................................................................................
130
2.10.1
Facility Description.....................................................................................................................................
130
2.10.2
Types of Industrial Activities.......................................................................................................................
130
2.10.3
Potential Pollutants......................................................................................................................................
132
2.10.4
Significant Spills or Leaks...........................................................................................................................
134
2.10.5
Stormwater Management Strategy................................................................................................................
134
2.10.6
Responsible Party........................................................................................................................................
135
2.10.7
Inspection Program......................................................................................................................................
135
2.10.8
Advanced Best Management Practices.........................................................................................................
135
2.10.9
Additional Recommendations......................................................................................................................
135
2.11 SITE OVERVIEW — AREA G............................................................................................................................
143
2.11.1
Facility Description.....................................................................................................................................
143
2.11.2
Types of Industrial Activities.......................................................................................................................
143
2.11.3
Potential Pollutants......................................................................................................................................
144
2.11.4
Significant Spills or Leaks...........................................................................................................................
146
2.11.5
Stormwater Management Strategy................................................................................................................
146
2.11.6
Responsible Party........................................................................................................................................
146
2.11.7
Inspection Program......................................................................................................................................
147
2.11.8
Advanced Best Management Practices.........................................................................................................
147
2.11.9
Additional Recommendations......................................................................................................................
147
2.12 SITE OVERVIEW — AREA H............................................................................................................................
151
2.12.1
Facility Description.....................................................................................................................................
151
2.12.2
Types of Industrial Activities.......................................................................................................................
151
2.12.3
Potential Pollutants......................................................................................................................................
153
2.12.4
Significant Spills or Leaks...........................................................................................................................
155
2.12.5
Stormwater Management Strategy................................................................................................................
155
2.12.6
Responsible Party........................................................................................................................................
156
2.12.7
Inspection Program......................................................................................................................................
156
2.12.8
Advanced Best Management Practices.........................................................................................................
156
2.12.9
Additional Recommendations......................................................................................................................
156
2.13 SITE OVERVIEW — AREA J............................................................................................................................. 163
2.13.1 Facility Description..................................................................................................................................... 163
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.13.2
Types of Industrial Activities.......................................................................................................................
163
2.13.3
Potential Pollutants......................................................................................................................................
164
2.13.4
Significant Spills or Leaks...........................................................................................................................
166
2.13.5
Stormwater Management Strategy................................................................................................................
166
2.13.6
Responsible Party........................................................................................................................................
166
2.13.7
Inspection Program......................................................................................................................................
167
2.13.8
Advanced Best Management Practices.........................................................................................................
167
2.13.9
Additional Recommendations......................................................................................................................
167
2.14 SITE OVERVIEW — AREA M...........................................................................................................................
172
2.14.1
Facility Description.....................................................................................................................................
172
2.14.2
Types of Industrial Activities.......................................................................................................................
173
2.14.3
Potential Pollutants......................................................................................................................................
175
2.14.4
Significant Spills or Leaks...........................................................................................................................
177
2.14.5
Stormwater Management Strategy................................................................................................................
177
2.14.6
Responsible Party........................................................................................................................................
178
2.14.7
Inspection Program......................................................................................................................................
178
2.14.8
Advanced Best Management Practices.........................................................................................................
178
2.14.9
Additional Recommendations......................................................................................................................
178
2.15 SITE OVERVIEW — AREA N............................................................................................................................
185
2.15.1
Facility Description.....................................................................................................................................
185
2.15.2
Types of Industrial Activities.......................................................................................................................
186
2.15.3
Potential Pollutants......................................................................................................................................
188
2.15.4
Significant Spills or Leaks...........................................................................................................................
190
2.15.5
Stormwater Management Strategy................................................................................................................
190
2.15.6
Responsible Party........................................................................................................................................
191
2.15.7
Inspection Program......................................................................................................................................
191
2.15.8
Advanced Best Management Practices.........................................................................................................
191
2.15.9
Additional Recommendations......................................................................................................................
191
2.16 SITE OVERVIEW — AREA P............................................................................................................................
201
2.16.1
Facility Description.....................................................................................................................................
201
2.16.2
Types of Industrial Activities.......................................................................................................................
201
2.16.3
Potential Pollutants......................................................................................................................................
203
2.16.4
Significant Spills or Leaks...........................................................................................................................
205
2.16.5
Stormwater Management Strategy................................................................................................................
205
2.16.6
Responsible Party........................................................................................................................................
206
2.16.7
Inspection Program......................................................................................................................................
206
2.16.8
Advanced Best Management Practices.........................................................................................................
206
2.16.9
Additional Recommendations......................................................................................................................
206
2.17 SITE OVERVIEW —AREA POPE.....................................................................................................................214
2.17.1
Facility Description.....................................................................................................................................
214
2.17.2
Types of Industrial Activities.......................................................................................................................
215
2.17.3
Potential Pollutants......................................................................................................................................
216
2.17.4
Significant Spills or Leaks...........................................................................................................................
218
2.17.5
Stormwater Management Strategy................................................................................................................
218
2.17.6
Responsible Party........................................................................................................................................
219
2.17.7
Inspection Program......................................................................................................................................
219
2.17.8
Advanced Best Management Practices.........................................................................................................
219
2.17.9
Additional Recommendations......................................................................................................................
219
2.18 SITE
OVERVIEW — AREA R............................................................................................................................
228
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.18.1
Facility Description.....................................................................................................................................
228
2.18.2
Types of Industrial Activities.......................................................................................................................
228
2.18.3
Potential Pollutants......................................................................................................................................
229
2.18.4
Significant Spills or Leaks...........................................................................................................................
231
2.18.5
Stormwater Management Strategy................................................................................................................
231
2.18.6
Responsible Party........................................................................................................................................
231
2.18.7
Inspection Program......................................................................................................................................
231
2.18.8
Advanced Best Management Practices.........................................................................................................
232
2.18.9
Additional Recommendations......................................................................................................................
232
2.19 SITE OVERVIEW —AREA T............................................................................................................................236
2.19.1
Facility Description.....................................................................................................................................
236
2.19.2
Types of Industrial Activities.......................................................................................................................
236
2.19.3
Potential Pollutants......................................................................................................................................237
2.19.4
Significant Spills or Leaks...........................................................................................................................
238
2.19.5
Stormwater Management Strategy................................................................................................................
239
2.19.6
Responsible Party........................................................................................................................................
239
2.19.7
Inspection Program......................................................................................................................................
239
2.19.8
Advanced Best Management Practices.........................................................................................................
240
2.19.9
Additional Recommendations......................................................................................................................
240
2.20 SITE OVERVIEW — AREA X............................................................................................................................
245
2.20.1
Facility Description.....................................................................................................................................
245
2.20.2
Types of Industrial Activities.......................................................................................................................
245
2.20.3
Potential Pollutants......................................................................................................................................
246
2.20.4
Significant Spills or Leaks...........................................................................................................................
248
2.20.5
Stormwater Management Strategy................................................................................................................
248
2.20.6
Responsible Party........................................................................................................................................
248
2.20.7
Inspection Program......................................................................................................................................
249
2.20.8
Best Management Practices..........................................................................................................................
249
2.20.9
Additional Recommendations: .....................................................................................................................
249
2.21 SITE OVERVIEW — AREA Y............................................................................................................................
253
2.21.1
Facility Description.....................................................................................................................................
253
2.21.2
Types of Industrial Activities.......................................................................................................................
253
2.21.3
Potential Pollutants......................................................................................................................................
254
2.21.4
Significant Spills or Leaks...........................................................................................................................
256
2.21.5
Stormwater Management Strategy................................................................................................................
256
2.21.6
Responsible Party........................................................................................................................................
257
2.21.7
Inspection Program......................................................................................................................................
257
2.21.8
Advanced Best Management Practices.........................................................................................................
257
2.21.9
Additional Recommendations: .....................................................................................................................
257
2.22 SITE OVERVIEW — AREA Z............................................................................................................................
262
2.22.1
Facility Description.....................................................................................................................................
262
2.22.2
Types of Industrial Activities.......................................................................................................................
262
2.22.3
Potential Pollutants......................................................................................................................................
263
2.22.4
Significant Spills or Leaks...........................................................................................................................
265
2.22.5
Stormwater Management Strategy................................................................................................................
265
2.22.6
Responsible Party........................................................................................................................................
265
2.22.7
Inspection Program......................................................................................................................................
266
2.22.8
Advanced Best Management Practices.........................................................................................................
266
2.22.9
Additional Recommendations......................................................................................................................
266
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
3. GENERAL REQUIREMENTS & IMPLEMENTATION.............................................................. 270
3.1 GENERAL REQUIREMENTS........................................................................................................................... 270
3.1.1 Signatures....................................................................................................................................................270
3.1.2 Installation Copies....................................................................................................................................... 270
3.1.3 Requests for Copies..................................................................................................................................... 270
3.1.4 Plan Modifications Required by Regulation.................................................................................................. 270
3.2 SWPPP IMPLEMENTATION............................................................................................................................271
3.2.1 Stormwater Pollution Prevention Plan.......................................................................................................... 271
3.2.2 Staffing....................................................................................................................................................... 271
3.2.3 Best Management Practices.......................................................................................................................... 271
3.2.4 Employee Training...................................................................................................................................... 271
4. EVALUATION & MONITORING.................................................................................................. 272
4.1 UPDATES TO THE SWPPP..............................................................................................................................272
4.2 SWPPP COMPLIANCE.....................................................................................................................................272
4.2.1 Compliance and Permit Monitoring..............................................................................................................
272
4.3 RECORDKEEPING AND INTERNAL REPORTING........................................................................................
277
4.3.1 Purpose and Types of Reports......................................................................................................................
277
4.3.2 Records of Spills..........................................................................................................................................
277
4.4 ADDITIONAL PLAN REVISIONS...................................................................................................................
278
4.4.1 New activities..............................................................................................................................................
278
4.4.2 Other Plans and Permits...............................................................................................................................
278
APPENDIX 1: PERMITS.................................................................................................................................. I
APPENDIX 2: GENERIC ENVIRONMENTAL SOP BEST MANAGEMENT PRACTICES AND
CHECKLISTS...................................................................................................................................................1
1.
BASELINE BEST MANAGEMENT PRACTICES
............................................................................ 2
1.1
GOOD HOUSEKEEPING......................................................................................................................................2
1.2
OPERATIONS AND PREVENTIVE MAINTENANCE.........................................................................................2
1.3
INSPECTIONS......................................................................................................................................................2
1.4
SPILL PREVENTION AND RESPONSE...............................................................................................................2
1.5
EMPLOYEE TRAINING.......................................................................................................................................2
1.6
SEDIMENT AND EROSION CONTROL..............................................................................................................2
2........................................................................................................................................................................
14
3. CHAPTER 7........................................................................................................................................ 14
3.1.1 22
3.1.2 23
3.1 .3 Appendix B.................................................................................................................................................23
3.1 .4 Forms Guide..............................................................................................................................................23
3.2 38
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
3.2.1 40
3.2.2 Recycling Guide............................................................................................................................................40
APPENDIX 3: ADVANCED BEST MANAGEMENT PRACTICES.............................................................. I
1. PURPOSE OF ADVANCED BEST MANAGEMENT PRACTICES
E
1.1.
ADDITIONAL TYPICAL STRUCTURAL ABMPS..............................................................................................2
1.2.
OTHER TYPICAL NON-STRUCTURAL ABMPS................................................................................................3
1.3.
SPECIFIC ABMPS...............................................................................................................................................3
1.4.
LEVEL SPREADER & VEGETATED FILTER STRIP..........................................................................................3
1.4.1. Advantages: .....................................................................................................................................................
3
1.4.2. Disadvantages: ................................................................................................................................................
3
1.5.
STORMWATER WETLAND................................................................................................................................4
1.5.1. Advantages: .....................................................................................................................................................
4
1.5.2. Disadvantages:................................................................................................................................................4
1.6.
WET DETENTION BASIN....................................................................................................................................4
1.6.1. Advantages: .....................................................................................................................................................
5
1.6.2. Disadvantages: ................................................................................................................................................
5
1.7.
DRY DETENTION BASIN....................................................................................................................................5
1.7.1. Advantages: .....................................................................................................................................................
5
1.7.2. Disadvantages: ................................................................................................................................................
5
1.8.
SEDIMENT FOREBAY.........................................................................................................................................6
1.8.1. Advantages: .....................................................................................................................................................
6
1.8.2. Disadvantages: ................................................................................................................................................
6
1.9.
BIORETENTION BASIN......................................................................................................................................6
1.9.1. Advantages: .....................................................................................................................................................
7
1.9.2. Disadvantages: ................................................................................................................................................
7
1.10.
GRASSED SWALES.............................................................................................................................................7
1.10.1. Advantages: .....................................................................................................................................................
7
1.10.2. Disadvantages: ................................................................................................................................................
8
1.11.
RESTORED RIPARIAN BUFFER.........................................................................................................................8
1.11.1. Advantages:.....................................................................................................................................................8
1.11.2. Disadvantages: ................................................................................................................................................
8
1.12.
INFILTRATION AREAS (SURFACE & UNDERGROUND)................................................................................
8
1.12.1. Advantages: .....................................................................................................................................................
8
1.12.2. Disadvantages: ................................................................................................................................................
8
1.13.
PERMEABLE PAVEMENT..................................................................................................................................
9
1.13.1. Advantages: .....................................................................................................................................................
9
1.13.2. Disadvantages: ................................................................................................................................................
9
1.14.
ROOFTOP RUNOFF MANAGEMENT.................................................................................................................9
1.14.1. Advantages: .....................................................................................................................................................
9
1.14.2 Disadvantages: ..............................................................................................................................................
10
APPENDIX 4: REFERENCES......................................................................................................................... I
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February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
STORMWATER POLLUTION PREVENTION PLAN 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 gathered and evaluated 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 significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations.
Name _ Ale
Signat
February 2015
Title: Chief, Environmental Division
Date: 14 May 2015
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February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
1. INTRODUCTION
1.1 PURPOSE
The Clean Water Act (CWA) of 1972 initiated strict control of wastewater discharges with
responsibility of enforcement given to the U.S. Environmental Protection Agency (USEPA). The
goal of the CWA is to restore all "waters of the United States" to their "fishable" and "swimmable"
conditions. Point source discharges, which originate mostly from municipal wastewater (sewage)
and industrial wastewater discharges, have been regulated since enactment of the CWA in 1972.
Pollutant loadings from these sources are tightly controlled and limited. However, despite these
controls, thousands of water bodies in the U.S. remain classified as "impaired," meaning that they
contain pollutants at levels higher than is considered safe by EPA for the intended beneficial use
of the water. Much of this impairment is due to polluted runoff.
Section 402(p) of the CWA requires that operators of facilities, including federal installations,
which discharge stormwater associated with industrial activity, obtain permits under the National
Pollutant Discharge Elimination System (NPDES) to control the quality of stormwater discharges.
In response to these statutes, on November 16, 1990, the USEPA promulgated final regulations
for permit applications associated with stormwater discharges from industrial activities (USEPA
stormwater regulations; 40 Code of Federal Regulations (CFR) Parts 122 through 124; 55 Federal
Register (FR) 47989, 56 FR 12097, 56 FR 56547, 57 FR 11393; and additional related regulations
promulgated by state and local regulatory agencies; USEPA, 1990, p. 47990).
The requirements on stormwater were promulgated in two phases: Phase I and Phase II. Phase I
required that all municipalities of 100,000 persons or more, industrial dischargers, and construction
sites of 5 acres (20,000 m2) or more have NPDES permits for their stormwater discharges. Phase
I permits were issued in much of the U.S. in 1991. Phase II required that all municipalities,
industrial dischargers, construction sites of 1 acre (4,000 m2) or more, and other large property
owners (such as school districts) have NPDES permits for their stormwater discharges. Phase II
rules came into effect in 2003.
The Stormwater Phase II Final Rule applies to operators of regulated small municipal separate
storm sewer systems (MS4s), which are designated in one of three ways: (a) Automatic
Designation; (b) Potential Designation by the NPDES Permitting Authority -Required Evaluation;
and (c) Potential Designation by the NPDES Permitting Authority -Physical Interconnected.
A Phase II Automatic Nationwide Designation is required by urbanized area (UA) as defined by
the Bureau of the Census on residential population of at least 50,000 and an overall population
density of at least 1,000 people per square miles. The criteria for Potential Designation by the
NPDES on required evaluation applies to operators of small MS4 located outside of a UA that may
have been designated as a regulated small MS4 if the NPDES permitting authority determined that
its discharges may cause, or have the potential to cause an adverse impact on water quality.
Therefore, the Phase II rule grants the NPDES permitting authority to extend this program over
such defined MS4. This Stormwater Pollution Prevention Plan (SWPPP) has been prepared to
comply with the USEPA NPDES program under the amended 1987 Federal Water Pollution
February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Control Act.
The SWPPP has been developed using guidance from the February 2009 USEPA Publication
Developing Your Stormwater Pollution Prevention Plan; A Guide For Industrial Operators. This
SWPPP has been prepared in accordance with standard engineering practices.
Some states have been delegated NPDES general permitting authority by the USEPA. The North
Carolina Department of Environmental Quality (NCDEQ) Division of Energy, Mineral, and Land
Resources (DEMLR) administers the NPDES program regulating discharges of stormwater in state
waters. Fort Bragg is authorized to discharge stormwater and continue operation of oil water
separators not associated with wastewater facilities under NCDEQ DEMLR Permit Number
NCS000331 (effective 1 April 2011). A copy of Permit No. NCS000331, hereinafter referred to
as the Permit, is available in Appendix 1. Part II, Section A of the permit requires that Fort Bragg
develop and maintain a Stormwater Management Plan to reduce pollutants discharged from the
base via its stormwater system. NCDEQ has issued guidance entitled Instructions for Preparing
the Comprehensive Stormwater Management Program Report, which are to be used for developing
the Stormwater Management Program Report. The permit and guidance requires that the report (or
plan) to detail the proposed stormwater management program for the five-year term of the permit.
This plan meets the requirements of the Permit. By submitting this installation -wide SWPPP and
Monitoring Plan for approval and meeting the requirements of Permit No. NCS000331, Fort Bragg
essentially obviates the necessity to implement the requirements of General Permits NCGO80000
(vehicle maintenance), NCG150000 (air transportation), and NCG11000 (Treatment works >1
MGD).
NCDEQ follows EPA recommended balanced consideration on designation criteria on watershed
to include (a) discharge to sensitive waters; (b) high population density; (c) high growth or growth
potential; (d) contiguity to a UA; (e) significant contributor of pollutants to waters of the United
States; and (f) ineffective protection of water quality concerns by other programs. Potential
designation by the NPDES Permitting Authority -Physically Interconnected is an MS4 connected
to a second MS4. This last one is not an MS4 applicable to Fort Bragg.
Under these regulations, federal facilities, including U.S. Army and U.S. Army Reserve (USAR)
installations, were required to submit on or before October 01, 1992, a permit application (group
or individual), or a notice of intent (NOI) for coverage by a general permit (GP). As part of the
USEPA and states' GP requirements, Army installations are required to prepare a "Stormwater
Pollution Prevention Plan" (SWPPP); including elements of "Best Management Practices"
(BMPs) designed to minimize pollution through source control. On December 8, 1999, EPA
promulgated the NPDES Phase II stormwater regulation, effective March 10, 2003.
Fort Bragg Stormwater Discharge Permit (No NCS000331) was approved by the NCDEQ
DEMLR.
Fort Bragg has operated under a succession of SWPPPs beginning in 1995 and revised frequently
to meet the needs of a growing installation with a changing force structure. All the while, Fort
Bragg has maintained a commitment to pollution prevention and water quality improvement.
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Understanding that the SWPPP is a "living document," the Environmental Division's Water
Management Section(WMS) remains committed to scheduled sampling as required by the permit,
reporting and recordkeeping, public education, and the implementation of BMPs to demonstrate
an environmental compliance leadership role among Army installations.
1.2 PROGRAM OBJECTIVES
As the Army leader in the establishment of a sustainable installation, Fort Bragg's management
activities are shifting toward the mindset that meeting only the minimum requirements for areas
such as solid -waste generation, water consumption, and water quality is no longer adequate.
Although the minimum requirements are included in current program objectives, they will
henceforth be used as stepping -stones in the climb toward measurable sustainable goals and
ultimately the creation of a sustainable installation
The overall goal of the SWPPP is to provide a means of improving stormwater quality by reducing
pollutant loading in stormwater discharges from Fort Bragg. Fort Bragg has advanced beyond the
standard stormwater management program components by addressing stormwater quality in the
Fort Bragg Integrated Strategic Sustainability Plan.
1.3 PLAN FORMAT
This iteration of Fort Bragg's SWPPP represents an advancement in strategic thinking in that the
plan is organized to function coherently as a whole, as well as being able to be "disassembled" and
then re -assembled as Introduction + Area Specific Detail +Implementation Guidance+ Appendices
to form an activity -specific "Mini-SWPPP;" a handbook for facility managers or unit
Environmental Compliance Officers (ECOs).
1.4 FACILITY DESCRIPTION
Fort Bragg, NC, (located at Latitude 35' 9' 3.62, Longitude -78' 59' 3.02) is known primarily as
the "Home of the Airborne and Special Operations Forces." Fort Bragg houses the 82nd Airborne
Division, the XVIII Airborne Corps, as well as the "Green Berets" of the Special Operations
Command. The cantonment area of the installation is located in Cumberland County and outlying
training and range facilities are located in Hoke, Moore, and Harnett counties. A site layout is
presented in Figure 1.1 that shows each Fort Bragg area and other nearby installations and cities.
Fort Bragg comprises one of the nation's largest military installations, covering approximately
162,858 acres. Fort Bragg is approximately 60 miles south-southwest of Raleigh, NC, and 100
miles east of Charlotte, NC. The northern portions of Fort Bragg, as well as Pope Army Airfield,
are part of the Cape Fear River drainage basin (sub -basins and other receiving waters are identified
in the permit). The southern portions of Fort Bragg and Camp Mackall are part of the Lumber
River Basin (sub -basins and other receiving waters identified in the Permit) Figure 1.2.
Fort Bragg's real property inventory contains more than 4,900 buildings, which provide the post
with over 29 million square feet of indoor space (Fort Bragg Garrison Master Plan, February 2004).
The post provides homes for 5,000 military personnel and over 11,000 family members. Fort Bragg
employs nearly 43,000 military personnel and 8,000 civilians during normal operation.
In the 2005 Base Realignment and Closure Plan, the Department of Defense (DoD) started its plan
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
to realign Pope Air Force Base (AFB), NC. On 01 March 2011, Pope AFB was absorbed into Fort
Bragg, becoming Pope Army Airfield (PAA).
Approximately 90 percent of the installation is used for training and includes firing ranges, impact
areas, and maneuver areas. Stormwater from these areas drains via surface drainage. The
remainder of the installation is made up of cantonment areas, roads, housing, administration and
industrial facilities, airfields, wetlands, and the Green Belt. The majority of the stormwater
infrastructure is concentrated in these areas. Storm sewer lines are constructed of plain concrete,
reinforced concrete, and corrugated metal and range in size from 6 inches to 72 inches in diameter.
These structures are found throughout the cantonment, airfields and housing areas.
Section 1 lays the groundwork for the SWPPP through installation descriptions, regulatory
frameworks, and program responsible parties. This plan then details information about stormwater
management in each map area around Fort Bragg in Section 2. Specific information such as types
of activities performed in the areas, outfalls associated with the areas, receiving waters, Best
Management Practices (BMPs) in use, potential pollutants, and recommendations can all be in the
associated specific map area section. A general summary of areas, activities, outfalls and receiving
waters is available in Table 1.1, which can be referenced to Section 2. Section 3 of the plan deals
with General Requirements and Implementation while Section 4 continues with a discussion of
Evaluation and Monitoring. The plan concludes with a brief discussion of the Fort Bragg
Sustainability Program in Section 5. References and backup data are included in the appendices.
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 1.1 Area, Activity & Outfall Summary
Map
Area
Activity Code
Industrial Outfall No.
Receiving Waters
Watershed
2
1,5,6,7,8,10
5, 6, 10, 98
Tank Creek
Outlet Little River
3
1, 3, 5106, 7, 8,
1, 2, 3,73,97
Tank Creek
Outlet Little River
4
7,10
182,183
Tank Creek
Outlet Little River
5
1,7,8,10
33
Beaver Creek
Rockfish Creek
8
1,7,10
55
Beaver Creek
Rockfish Creek
A
1,7,8,10
53, 54, 61, 85, 102
McPherson Creek
Outlet Little River
A
1,7,8,10
157, 158, 159, 160, 161
Retention Basins
Outlet Little River
A
1,7,8,10
113, 114, 141, 146, 155, 174, 176,
Tank Creek
Outlet Little River
177, 178,180,181
C
1,7,8,10
80,82
McPherson Creek
Outlet Little River
C
1,7,8,10
38, 39, 41, 42, 43
Stewarts Creek
Rockfish Creek
D
1,7,8,10
7, 8, 9, 11, 34, 35, 84,103
Big Branch
Rockfish Creek
E
1,7,10
71, 72, 112
Big Branch
Rockfish Creek
E
1,7,10
46, 48, 50, 104
Stewarts Creek
Rockfish Creek
F
1,7,8,10
17, 20, 21, 76, 81, 92, 185, 186, 187
Little Cross Creek
Cross Creek -Cape Fear
River
G
1,7,10
14
Beaver Creek
Rockfish Creek
G
1,7,10
13
Big Branch
Rockfish Creek
H
1,7,8,10
15,16, 58, 59
Beaver Creek
Rockfish Creek
J
3,6,7,10
18,93
Beaver Creek
Rockfish Creek
M
1,7,8,10
88
Beaver Creek
Rockfish Creek
M
1,7,8,10
24,81
Cross Creek
Cross Creek -Cape Fear
River
N
1,7,8,10
89
Beaver Creek
Rockfish Creek
N
1,7,8,10
94, 95, 96
Cross Creek
Cross Creek -Cape Fear
River
P
1,4,5,7,8,10
22, 23, 106, 108, 109, 111
Cross Creek
Cross Creek -Cape Fear
River
302, 305, 306, 308, 310, 311, 312,
Tank Creek -Little
Pope
1,4,5,6,7,8,10
313, 315, 316, 326, 333, 347, 349,
River
Outlet Little River
353,354
February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Map
Activity Code
Industrial Outfall No.
Receiving Waters
Watershed
Area
R
1,4,7,10
321,324
Tank Creek
Outlet Little River
T
1,4,5,6,7,10
207
Big Muddy Creek
Lower Drowning
Creek
X
1,7,10
63,65
Bones Creek
Rockfish Creek
117, 118, 119, 120, 121, 122, 123,
Y
1,3,7,10
124, 125, 126, 127, 128, 129, 130,
Little Cross Creek
Cross Creek -Cape Fear
131, 132, 133, 134, 138, 139, 140,
River
142,143
r-z
1,7,10
51,52
Stewarts Creek
Rockfish Creek
Activity Codes for Table U: 1-Motorpools where maintenance routinely takes place and where solvents, grease,
oil, or fuels are used. 2-Active/inactive landfill. 3-Recycling activity. 4-Airport where maintenance and/or fueling
occurs. 5-Fueling stations and/or wash racks associated with transportation activities where trucks, tanks, and military
vehicles are routinely maintained or cleaned. 6-Hazardous waste storage areas, either 1-year or 90-day sites. 7-Open
storage areas where materials such as spent batteries or PPMs are stored and exposed to precipitation. 8-Area contains
one or more oil/water separators. 9-Steam Power Generating Plant. 10-Unloading/Loading Areas for PPMs.
February 2015
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
ca
'eme -i _I
L_
Legend
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umek"er
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Stream
/
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w+�
Fort Bragg Range Area
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s
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eVl e
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Miles
Clam,kall
- T
Site Layout
Fort Bragg, North Carolina
I
Source: ESRI, Fort Bragg GIs
February 2015
Figure 1.1 Locator Map
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'\
I
- -I ``'. irk• �.�
E.
February 2015
Pope
j.
1 a a r / a..kapo
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Figure 1.2 Fort Bragg Watersheds
Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Simmons Army Airfield (SAA)
(Area P)
nape
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v b�m:wic,
Location Map
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_ spill Gontral Gate
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A$T
UST
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Drainage Basin Map
Fort Bragg, North Carolina
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
1.5 RESPONSIBILITY FOR SWPPP IMPLEMENTATION
Ultimate responsibility for execution of the SWPPP, as with most other garrison programs, rests
with the Garrison Commander. However, most of the day-to-day management responsibilities fall
to the Director of Public Works (DPW) or his designees in the Water Management Section. In
addition Table 1.2, there is a SWPPP Team (SWPPT) to assist with management, implementation,
and updating of the SWPPP. The SWPPT reports to the Sustainability Management Council (SMC)
as laid out under Fort Bragg Regulation 200-1 (Sections 12-13). SWPPT Member's roles and
responsibilities are laid out below:
The responsibility of the DPW is to:
• Review and certify the SWPPP;
• Ensure SWPPP is implemented;
• Review and approve selected BMPs;
• Receive spill reports and non-compliance reports; and
• Review and approve Plan revisions and new BMPs identified by SWPPT.
The responsibility of the SWPPT members is to:
• Attend SWPPT meetings;
• Schedule the actions to be performed for the SWPPP;
• Report to the SMC,
• Conduct routine site inspections, as required;
• Implement BMPs;
• Conduct visual observations at stormwater discharge outfalls as specified in the SWPPP;
• Perform record keeping and documentation as required by the SWPPP;
• Perform the annual updating and certifications as required by the SWPPP; and
• Evaluate the adequacy of the SWPPP and modify as necessary.
February 2015
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W

February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 1.2 SWPPT Members
10
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Team Member
Phone Number
Duty
Overall responsibility for SWPPP implementation; signs
Directorate of Public Works
documents and certificates; schedules regular and
Environmental Divison
[phone]
emergency meetings of the Pollution Prevention Team
Chiefive (Executive Chair)
(PPT); reviews and approves SWPPP, its modifications,
and updates; coordinates implementation of compliance
phase.
Monitors compliance with scheduled activities in SWPPP;
prepares annual inspection review documents and submits
to DENR; conducts or contracts annual non-stormwater
discharge (NSWD) inspection and certification; prepares
Chief of Water Management
Section(CWMS)
[phone]
preliminary designs of BMPs; conducts or contracts
periodic stormwater risk inspections; prepares cost
estimates for proposed BMPs; maintains updated spill
records and measures to reduce them in SWPPP;
coordinates modifications to SWPPP with regulators.
Assists Safety Manager in conducting annual potentially
Director of Logistics
[phone]
polluting materials (PPMs) inventory and with developing
Representative
and maintaining PPMs database; maintains Materials Safety
Data Sheets (MSDSs).
Develops and maintains PPMs database; inspects PPM
storage areas to ensure proper management and disposal (as
Post Safety Officer (SO)
[phone]
specified in installation safety manual to ensure compliance
with Occupational Safety and Health Administration
(OSHA) and SWPPP requirements).
Hazardous Waste Program
[phone]
Coordinates management and disposal of HW and toxic
Manager
materials that pose stormwater pollution risk.
Maintains the SWPPP, Stormwater Management Plan
Stormwater Program Manager
[phone]
(SWMP), collects stormwater samples, develops and
schedules training elements of the SWPPP.
February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
11
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Updates hazardous waste (HW) management plan to meet
Compliance Assessment Team (CAT) [phone] requirements of SWPPP; inspects HW sites to ascertain
compliance with SWPPP.
February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
12
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
The organizational chart (Tablel.2) shows the chain of command for ensuring compliance with
NCDEQ requirements. Most of the information provided in this plan requires effort by the facility
SWPPT and on -site employees. The on -site team members or their designees will assist the
SWPPT Leader in regards to those areas under their specific management control.
Additional tools in the compliance program are the Environmental Compliance Officers/
Environmental Compliance Assistants (ECO/ECA). All military units, civilian contractors, and
agencies conducting business on Fort Bragg are required to have at least one ECO and ECA.
Personnel designated to perform duties as an ECO or ECA are required to have written appointment
orders from their chain of command, attend the initial 20-hour Fort Bragg Environmental
Compliance Course. Every year after the initial 20-hour class, students are required to attend the
8-hour Environmental annual refresher class. These additional military and civilian eyes in the
field provide invaluable assets for spotting potential problem areas and maintaining BMPs.
Additional training information can be found in Appendix 4.
The EPA Phase II stormwater program extends the Phase I program to include permit coverage
for smaller municipalities and covers construction activities down to one acre. The local
governments and other entities permitted under Phase II are required to develop and implement a
comprehensive stormwater management program that includes six minimum measures. The
following six measures form the framework for the BMPs discussed in Appendix 2. Several actions
are possible and often utilized under each heading to achieve optimal results.
1) Public education and outreach on stormwater impacts
2) Public involvement/participation
3) Illicit discharge detection and elimination
4) Construction site stormwater runoff control
5) Post -construction stormwater management for new development and
redevelopment
6) Pollution prevention/good housekeeping for municipal operations
Construction sites greater than 1 acre are also required to obtain an NPDES stormwater permit
under Phase II of the EPA stormwater program in addition to erosion and sedimentation control
approvals. Fort Bragg is subject to these Phase II requirements.
1.6 EXISTING ENVIRONMENTAL PLANS
Previously other environmental plans were inventoried (Table 1.3) to aid in the assessment of
industrial activities and to ascertain their relevance to stormwater pollution prevention.
Information contained within the plans will benefit efforts to prepare site maps, to construct
databases for potentially polluting material (PPM) and significant spills, and to review current
environmental protection operating procedures at Fort Bragg.
February 2015 13
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 1.3 Existing Environmental Plans
Plan
Prepared By
Coverage (Postwide,
Battalion, Unit, Sites)
Hazardous Waste Management Plan
DPW -Environmental Branch
Post wide
Spill Control and Countermeasures Plan
DPW/ Individual Units
Post Wide
Installation Restoration Program (IRP)
U.S. Geological Survey -Water
Sites
reports
Resources Division (WRD)
Environmental Compliance Assessment
Army Environmental Center
Post wide
System (ECAS)
(AEC)
NPDES Permit NCS000331
DPW -Water Management Branch
Sites
OSHA and safety inventories of hazardous
Post Safety
Post wide
materials
Standard Operating Procedures (SOPS)
Unit
Unit
Integrated Natural Resources Management
DPW -Environmental Branch
Post wide
Plan
Integrated Cultural Resources
DPW -Environmental Branch
Post wide
Management Plan
Integrated Pest Management Plan
DPW -Environmental Branch
Post wide
Integrated Training Area Management
Natural Resources Branch
Post wide
(ITAM) Plan
Sediment and Erosion Control Plan
Soil Conservationist
Post wide
(SECP)
Stormwater Management Plan (SWMP)
DPW -Water Management Branch
Post Wide
EPCRA-Hazardous Chemical Inventory
Environmental Science andPost
wide
Engineering, Inc.
1.7 ADDITIONAL SWPPP REQUIREMENTS
The permit also authorizes what is determined to be incidental non-stormwater flows that do not
significantly impact water quality and may include the following:
• water line flushing
• landscape irrigation
• diverted stream flows
• rising groundwaters
• uncontaminated groundwater infiltration
• uncontaminated pumped groundwater
• discharges from potable water sources
• foundation drains
• air conditioning condensate
February 2015
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14

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
• irrigation water
• springs
• water from crawl space pumps
• footing drains
• lawn watering
• residential and charity car washing
• flows from riparian habitats and wetlands
• dechlorinated swimming pool discharges
• street wash water
• flows from emergency firefighting
• releases of clean water from hydrostatic testing
February 2015
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15

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
1.8 UNIT/ACTIVITY RESPONSIBILITY
The responsibility of implementing the SWPPP will be assigned at the unit/activity level. The
commander/director of each major subordinate command, tenant unit, civilian contractor, and directorate
that generates hazardous materials will appoint one ECO at the battalion/brigade/directorate level and at
least one ECA at the company/branch level.
The ECOs/ECAs serve as liaisons between the DPW Environmental Branch and their respective
unit/activity. They are responsible for maintaining environmental compliance with all federal, state, and
Fort Bragg regulations. The ECOs/ECAs will conduct monthly inspections of hazardous waste generation
sites (FB 200-2, FB Form 2919 Environmental Compliance Checklist, FB 3003-1 AST Form and FB 3003
SAS Form). If inspections reveal any noncompliance, immediate action should be taken to correct the
deficiencies.
The ECO will be a company/field grade officer, a GS-09 or above level civilian, or a contractor. ECA will
be a company grade or warrant officer, a senior noncommissioned officer, a civilian foreman, or a work
section leader. The duties of the ECO/ECA are described in the Fort Bragg Regulation 200-2.
1.9 BEST MANAGEMENT PRACTICES
BMPs are often less -costly, nonstructural methods that can be used to cut down on stormwater pollution
and improve compliance. Those mandated under the Permit include:
• Public Education and Education
• Public Involvement and Participation
• Illicit Discharge Detection and Elimination
• Pollution Prevention and Good Housekeeping
• Construction Site Runoff Controls
• Post -Construction Runoff Controls
These BMPs, as well as others, employed at Fort Bragg, along with associated measurable goals and
objectives, are each discussed in detail in Section 3 and Appendix 2. In addition, the installation is seeking
to adopt a Post -Construction program compliant with the Universal Stormwater Management Program as
recommended by Sections E & F of the Permit.
Occasionally, more costly structural stormwater management projects will be necessary. These are
considered on a location specific basis and are termed Advanced Best Management Practices. Those
measures being used or appropriate to the Fort Bragg area are discussed in detail in Section 3 and
Appendix 3.
1.10 STANDARD OPERATING PROCEDURES
Specific procedures are in place no matter what location is being inspected. These help maintain a high
level of compliance with BMPs.
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
February 2015 16
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges (NSWDs) and illicit connections. Illegal connections discharging pollutants to
stormwater or inappropriate management practices can result in NSWDs to storm sewer systems and
outfalls. Where necessary to minimize pollutants in these discharges, pollution prevention measures
should be adopted and implemented. Unless permitted by the North Carolina National Pollutant Discharge
Elimination System (NCNPDES) permit, such discharges are illegal.
Fort Bragg maintains a Spill Prevention Control and Countermeasures (SPCC) Plan in accordance with
40 CFR 112. The SPCC plan is incorporated by reference into this SWPPP and serves as the BMP for
spill control and management.
1.11 PROGRAM ASSESSMENT
In addition to comply with reviewing and updating requirements of the SWPPP, Fort Bragg's annual
assessment will include but not be limited to:
• The status of the implementation of the plan during the past year
• Schedules and planned tasks for the coming year
• Description and justification for any proposed changes to the SWPPP
• Documentation for any management or cost changes for the plan
• Summary of the past year's data
• Summary of activities: legal authority, enforcement actions, updated maps, education and training,
any illicit discharge detection
Records shall be kept for a minimum of 5 years. Specific recordkeeping requirements and additional data
can be found in Appendix 4.
1.12 COMPLIANCE WITH OTHER ENVIRONMENTAL LAWS
Threatened and endangered (T&E) species on Fort Bragg are managed by the Fort Bragg Natural Resources
Branch. There is no evidence to suggest that stormwater discharges from the industrial outfalls at Fort
Bragg, with associated BMPs would have the potential to cause adverse effects to T&E species downstream
from the industrial outfalls.
Additionally, numerous protected cultural resources sites exist on Fort Bragg. The Installation Cultural
Resources Management Plan addresses the protection of these sites. It would be highly unlikely that
stormwater runoff from industrial outfalls would damage cultural sites.
February 2015 17
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2. AREA SPECIFIC DESCRIPTIONS
The following sections provide detailed planning information for each specific map area related to activity
type, outfalls, potential pollutants, storage tanks, and mitigation measures in place.
2.1 SITE OVERVIEW — AREA 2
2.1.1 Facility Description
Area 2 includes a network of eight vehicle maintenance shops, one petroleum, and other lubricants (POL)
storage facility, and one hazardous waste storage facility. The other prominent industrial activities
associated with this area are three wash racks and one fueling area that drain to oil/water separators
(OWSs). Area 2 shown in Figure 2.1 is located from north of Macomb Street to Butner Road and from
Reilly Road to Knox Street. Detailed locations of vehicle maintenance activity aboveground storage tanks
(ASTs), and associated pollutant sources in Area 2 are illustrated in site maps consisting of Figure 2.3
through Figure 2.5. Applicable structural controls are illustrated, including ditches, drainage systems, and
stormwater control measures. The maps in this area were modified based on field observations and review
of existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area 2:
Building Numbers: 2-1644, 2-2326, 2-2426, 2-2813, 2-2920, 2-3021, 2-3022, 2-3214,
2-3426, 2-3614
Physical Location: North of Macomb Street to Butner Road and from Reilly Road east
to Knox Street
Site assessment of this area indicates that stormwater drains flow to Fort Bragg designated Outfalls 5, 6,
10, and 98. This is a complex area with many activities. The paved areas are sloped so that the runoff is
encouraged to flow into the storm sewer system. The drainage of the storm sewer system associated with
building 2-2813 is to the west through a network of drains to Outfall 10. The drainage of paved areas
around buildings 2-3214 and 2-3614 is to the north through a network of drains to Outfall 5. The paved
areas around buildings 2-2920, 2-2326 and 2-2426 are sufficiently sloped that the runoff drains to the
north through a network of drains to Outfall 6. The runoff from the paved area, associated with building
2-1644, flows to the south and is collected in a network of storm drains that drain to Outfall 98. The paved
area around building 2-3426 drains through a network of drains to stormwater control measure 2-06
(underground detention), which discharges to Outfall 6. The paved areas associated with buildings 2-3021
and 2-3022, drain through a network of drains to stormwater control measure 2-05 (underground
detention), which drains to Outfall 6. These outfalls empty to unnamed tributaries of Tank Creek.
2.1.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
February 2015 18
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.1.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the Operation and Maintenance (O&M) of military
vehicles.
2.1.2.2 Outdoor Storage
Used oil ASTs, Diesel Fuel ASTs, motor gasoline (MOGAS) ASTs and used antifreeze ASTs are located
throughout the facility. All ASTs are required to have secondary containment and must be grounded.
2.1.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance shops. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries and radiators, and
repairing small equipment such as generators. Light maintenance is performed in buildings 2-1644, 2-
2326, 2-2426, 2-2813, 2-2920, 2-3214, 2-3426, and 2-3614. Building 2-3021 contains the POLs utilized
in the light maintenance of the military vehicles. Building 2-3022 contains the hazardous waste generated
during the maintenance of the vehicles until the waste is collected for proper disposal off the installation.
Area 2 has three wash racks that are located south of building 2-2920, which drain to OWS 2-2823. The
primary drain for OWS 2-2823 discharges to the sanitary -sewer system and the grit chamber (GC) is
equipped with an overflow that drains into the storm sewer system to Outfall 6. The fueling area located
southwest of building 2-3426 drains to OWS 2-3426. The primary drain for this OWS discharges into the
storm sewer system to Outfall 6. Table 2.1 lists the capacities of the OWSs and GC, as applicable.
Table 2.1 OWS/GC Capacity Summary
Location
Unit ID
Drainage Area
Materials
Receiving
Outfall
Drainage
Design
Activities
Handled
Stream
Number
Area (sq ft)
Capacity
(Gallons)
2-3426
Fueling Station
POLs
Tank Creek
6
5,000
N/A
(OWS)
2-2823
Vehicle
2-2823
(GC)
Maintenance
POLs
Tank Creek
6
1,500
1,500
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into other areas or
outside the building.
2.1.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area 2 that produce dust or particulate materials.
2.1.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
February 2015 19
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.1.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.1.3 Potential Pollutants
The site assessment revealed few Potentially Polluting Materials (PPMs) that were at high risk for
exposure to precipitation. A summary of PPMs at Area 2 is contained in Table 2.2. The need for additional
spill kits was the primary area where improvements may be considered.
February 2015 20
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.2 Potentially Polluting Material Inventory Summary
Material
Storage
Storage
Existing Stormwater Management Controls
On -site Now
Materials Exposed
Type
Area/Location
POL, anti -freeze,
Loading/Unloading
hydraulic fluids,
Outdoor
Areas located
Unloading of vehicles/trailers to uncovered
Yes
Yes
acids, metals, and
throughout the facility.
areas, then transported into the buildings.
unknowns
Located at Bldg. 2-
3426 are a 500-gallon
POL, anti -freeze,
used oil AST, a 500-
hydraulic fluids,
gallon used anti -freeze
acids, metals, and
Outdoor
AST and a 500-gallon
All ASTs have integral secondary
Yes
Yes
unknowns OL,
MOGAS AST, at
containment.
antifreeze
Bldg. 2-2326 a 500-
gallon used oil AST, at
Bldg. 2-2326 a 1,000-
gallon used oil AST.
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located at building 2-
HM Storage Sheds are enclosed storage
Yes
No
acids, paints, and
3022
buildings with secondary containment.
unknowns
February 2015
21
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.1.4 Significant Spills or Leaks
There has been one reportable spill or leak that was reported to North Carolina Department of Environment
Quality (NCDEQ) in this area in the last 3 years. The spill consisted of 1,200 gallons of heating oil and
occurred on June 6, 2011, at building 2-1559. There are no recorded activities of non-stormwater
discharges (NSWDs) and no evidence of NSWDs. The visual observations conducted in the study area
are presented in Table 2.3.
Fort Bragg maintains a Spill Prevention Control and Countermeasures (SPCC) Plan in accordance with
40 CFR 112. The SPCC plan is incorporated by reference into this Stormwater Pollution Prevention Plan
(SWPPP) and serves as the Best Management Practices (BMP) for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.3 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
No evidence of spills or leaks was observed. No secondary
Loading/Unloading Area
containment is provided. A spill of materials during unloading
Low
could drain to Outfalls 5, 6, 10, and 98.
No evidence of spills or leaks was observed, adequate
HM Storage Sheds
containment - enclosed storage buildings with secondary
Low
containment, spill kits available at most locations. Storage units
are out of areas of vehicle traffic.
Used Oil ASTs, Used
Small amount of spills were apparent. There was no evidence of
Anti -freeze ASTs, Diesel
leaks from the AST tanks. Spills could occur during transfer to
Moderate
Fuel ASTs, MOGAS
the
ASTs
'
2.1.5 Stormwater Management Strategy
Stormwater management strategy consists of Baseline BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or PPMs and includes the following structural and non-
structural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
February 2015 22
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.1.6 Responsible Party
The Branch Chief of the Water Management Section(WMS) of the Environmental Division of the Fort
Bragg DPW is responsible for the overall coordination, development, implementation, and revision of the
SWPPP.
2.1.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.1.8 Advanced Best Management Practices
Advanced Best Management Practices (ABMPs) or structural BMPs are more costly or complex measures
utilized when baseline measures are not sufficient to alleviate the problem. These measures are explained
in detail in Appendix 3. Because of their cost and complexity, final recommendations are subject to
approval by the Pollution Prevention Team (PPT), the Fort Bragg DPW, the Chief of Environmental
Branch (CEB), and the availability of resources from Army Headquarters. The ABMPs in use in Area 2
include Underground Infiltration Areas.
2.1.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, hazardous material (HM) storage units, Satellite Accumulation
Site (SAS), military vehicle and aircraft parking areas, and the loading/unloading areas.
February 2015 23
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Fort Bragg Area 2 rl Fort Bragg BUIldingAmInstalialionrea
rl Fart Bragg Builtling Area
FOR OFFICIAL OBE ONLY
This map ses dwalo d using 1gi 3 a n i3 GIa da, Wx Idad Fort Bngg Industrial Arts
b,F.1 Bragg.AS,ISassu memo responsiWiy farthe adc urary Receivin Stream Pre Pared aY ASdS
.( dr omissions Irt. ma dWw' mm pr d.. a, taa Fort Bragg g props rad Oata- ]O+d
GIsre 1mem. A6tlS ha upda[ed lh's map. Wro aPP i— scum _ ara GISDe dmerrt
locaesns of Ne systems identified endwaluaed dur'mg tMs swdy ROatl cosreinue�sysmm. vacs+ uim one +yu
February 2015
Figure 2.1 Locator Map for Area 2
24
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'0'20"W 79°0'0"W 78-59'40"W 78°59'20"W 78-59'0"W
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0 0.125 0.25 0.5 s,,e2maF6,e..--y-198,Miles
February 2015
Figure 2.2 Detail Map for Area 2
25
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of thi plan.

1r.
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
r si rf
1� U d Oil
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r
0 25 50 75 100
Building 2. 2414, 2813, 2814e ' " ` " ' ' " ' ' " ' ' yalds
3214, 3614 Map Notes:
50 % impervious area within—a(s) of interest
N o Outlet Little Rluer Watershed
A ut}all 6, a, 10, 12
Ipkretl by'. PAo6n0.
1p�nd mte 2014
to Bpurce Fort 111019 Doportment
ardl all. 8ya— W08 1684 UTMZcna 17N
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f] Oln•I MO : Motor 01I Inlet
}?� PrnernlalEnvHezerd8ouroa>(--?F Pend. Line -Cry pond -Underground 0ma.mllna va.v.p•mcl. oluar.am
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•
rPla
OlLB
Flow 0.ol'T1Pe Inf tro10n JP4kJPmJ10-M"P10
LN-Jmill
Stcr•gs
Figure 2.3 Site Map for Area 2-2A
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
26

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
TTERM AN r ,� •
To vutfall6 LEre-sed oil �-- j'
V
9
I�Jsed Oil %� :r• ti
�,M1_ �eNn''� ,y�■��r� ���A'1��g�� i R.
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3021, 3022, 3426
,I
0 25 50 75
l I I I I I I I I I I I IYards
N 50%impervious area within area(sl of interest
o Outlet Little River Wate Y&Hetl
utfall 5, 6
WS 23426 receives approximately 6000 sq@ of
nafl
WS 22323 receives approximately 1500 sglt of
_ scharge from wash racks 22623A-C
• �;+',: • ^ `1 Storm 9— II"/� 0u11011 fiMP Type NOt 88elgrled
„, ,�` g, .'���^���a• f�2 � A.bovegmuM storagaT I< pow oire1ioesand filter
• `,p BlaBwale
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Conbtructedvrelantl G Oaae MG Motorbl Net
Wash Rack Roatl VJet pontl GGasoline VGVegemble OipGrease
O-oil O6-off-spec Foal Junction Box
F4♦{ cry pond UO -Used Gil HF-Hydraulic Fluid
Grit Charitter >(—TE Fence Line x2-#2GII E - Empty
I^��tr},c('• _ ✓_.96 (; JP8-JPB V-Vuitlue POLE
e4'`�!I _y 0'�I . Oil Water Separator �Recelving 9ireamFerBbtly JPd-JPC JP10-JP10
UNK-Unknown M5-Material%cc, .
-1 Inflltra110n
Prepared by: AScl5 Inc.
Prepared date. 2014
Ceta Source: Fort 6regg 0I0 Oapertmant
Coordinate System, VVG31894 UTMZcne 17N
Figure 2.4 Site Map for Area 2-213
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
27

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25
Site Mao Extent Indicator
Building 2:1644 ' r r r t Ya"''s
N
' Y Pnpe.nI a/P&D1 Inc.
' fi _ Pr•pend det•: 4D14 60% Impervious oRi area within area(s) of interc;[
°�"y�y�y��"� J/ Cate 3aurce Fort Brago GiS Department o Oullet Little River Watershed
''� :p Kty CcortlII5yatem', W681a84 UTMZane 1711 utfall 8B
•G„ �• �: �", . �a�rs$m• ��� smrmse�,er ® &—geA— amsWale Nntasslenetl
11 , � � �� 'm• y"v}* 1 ! Aboveground Smrega Tank Roed Conetruoted—tland Smarter RV-11ce Tabb
y� • D.pe Mo.n`ptarpl
\ +i -P,j PWeMielEnvHazartlSource >E--i(— Fence Line Ury pond Underground GGasol'ne VG Ve®etable OiYGreaae Inlet
0 0'I OS Oee—Fuel - Junatlon Box
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N2-I 011 E -Empty
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4
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t1NKNK-U JP70-JP10
llnknovm MSMeterlal5toretle
Bloretentlon
Figure 2.5 Site Map for Area 2-2C
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
28

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.2 SITE OVERVIEW — AREA 3
2.2.1 Facility Description
Area 3 includes a network of eight vehicle maintenance shops, one fueling point, and three refuse
collection and storage areas. Area 3 shown in Figure 2.6 is located from north of Longstreet Road to Hurst
Road and from Reilly Road to McFayden Pond. Detailed locations of vehicle maintenance activity, ASTs,
and associated pollutant sources in Area 3 are illustrated in site maps consisting of Figure 2.8 through
Figure 2.10. Applicable structural controls are illustrated, including ditches, drainage systems, and
stormwater control measures. The maps in this area were modified based on field observations and review
of existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area 3:
Building Numbers: 3-1140, 3-1141, 3-1240, 3-1634, 3-1746, 3-1846, 3-1935, 3-1949,
3-2455, 3-2554, 3-2634, 3-2635, 3-2742
Physical Location: North of Longstreet Road to Hurst Drive and from Reilly Road west
to McFayden Pond
Site assessment of this area indicates that stormwater drains associated with the compound that contains
buildings 3-1140, 3-1141, and 3-1240 flow to Fort Bragg designated Outfall 1. Runoff from the paved
area around buildings 3-1634 and 3-1935 flows through a network of drains to Outfall 2. The paved areas
around buildings 3-2635 and 3-2634 are sufficiently sloped that the runoff flows to Outfall 3. The paved
areas around buildings 3-1746, 3-1846, and 3-1949 drain through a network of drains to stormwater
control measure 3-20 (bioretention basin) and to Outfall 97. Runoff from the paved areas around buildings
3-2742, 3-2455, and 3-2554 flows through a network of drains to Outfall 73. All discharges from Outfalls
1, 2, 3, 73, and 97 go to the Tank Creek -Little River watershed. There was no evidence of a past POL spill
in or downstream from these outfalls.
2.2.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.2.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.2.2.2 Outdoor Storage
Used oil ASTs, Diesel Fuel ASTs, MOGAS ASTs and Used Antifreeze ASTs are located throughout the
facility. All ASTs are required to have secondary containment and must be grounded.
2.2.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance shops. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries and radiators, and
repairing small equipment such as generators. Light maintenance is performed in buildings 3-1634, 3-
February 2015 29
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
1846, 3-1935, 3-1949, 3-2455, 3-2554, 3-2634, and 3-2635. Buildings 3-1140, 3-1141 and 3-1240 are
utilized for the storage of materials in the process of being prepared for recycling.
The outside fueling area 3-2742 is paved but not covered. Run-on and runoff prevention measures are in
place to keep POL leaks or spills from entering the stormwater drainage system from these areas. The
inlet drains associated with the fueling station 3-2742 act as a GC to the OWS. The separator located near
3-2742 drains into the sanitary sewer system. Area 3 has one wash rack that drains into an OWS 3-1746,
which is located between buildings 3-1747 and 3-1749. The effluent from the separator drains to the
sanitary -sewer system. The GC associated with this separator is equipped with a stormwater overflow
outlet that is used only when the capacity of the GC is exceeded. The overflow outlet drains directly into
the storm sewer system to Outfall 97.Table 2.5 lists the capacities of the OWSs and GCs, as applicable.
There are no OWSs located in Area 3 that discharge to the stormwater system or directly to the waters of
the state.
Table 2.4 Capacities of the OWS and GC in Area 3
Design
Location
Unit ID
Drainage Area
Materials
Receiving
Outfall
Drainage
Capacity
Activities
Handled
Stream
Number
Area (sq ft)
(Gallons)
31746
Vehicle
31846
POLs
Tank Creek
97
700
7,500
(GC)
Maintenance
32742
274
Fueling Station
POLs
Tank Creek
73
700
150
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into other areas or
outside the building.
2.2.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area 3 that produce dust or particulate materials.
2.2.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.2.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
February 2015 30
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.2.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area 3 is contained in Table 2.6. The need for additional spill kits was the primary area where
improvements may be considered.
February 2015
31
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.5 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater
On -site Now
Materials Exposed
Type
Management Controls
POL, anti -freeze,
Unloading of vehicles/trailers to
hydraulic fluids,
Outdoor
Loading/Unloading Areas
uncovered areas, then transported
Yes
Yes
acids, metals, and
located throughout the facility.
into the buildings.
unknowns
Located at Bldg. 3-1141 are a
2,500-gallon used oil AST and a
2,500-gallon used anti -freeze
AST, at Bldg. 3-1240 a 250-
POL, anti -freeze,
gallon used vegetable oil AST, at
hydraulic fluids,
Bldg. 3-1634 a 1,000-gallon used
All ASTs have integral secondary
acids, metals, and
Outdoor
oil AST, at Bldg. 3-1846 a 1,000-
Yes
Yes
unknowns OL,
gallon heating oil AST, at Bldg.
containment.
antifreeze
3-1935 a 1,500-gallon diesel fuel
AST and a 500-gallon MOGAS
(gasoline) AST, at Bldg. 3-2634
a 4,000-gallon diesel fuel AST
and a 2,000-gallon used oil AST.
POL, antifreeze,
hydraulic fluids,
Hazardous Materials (HM)
HM Storage Sheds are enclosed
acids, paints, and
Indoor
Storage Sheds are located at
storage buildings with secondary
Yes
No
unknowns
building 3-2635.
containment.
February 2015
32
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.2.4 Significant Spills or Leaks
There have been no reportable spills or leaks that were reported to NCDEQ at this area in the last 3 years.
There are no recorded activities of NSWD, and no evidence of NSWDs. The visual observations
conducted in the study area are presented in Table 2.7.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills be reported to the Fort Bragg Fire Department at 911
and to the DPW Environmental Branch at [phone] or [phone].
Table 2.6 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
No evidence of spills or leaks was observed. No secondary
Loading/Unloading Area
containment is provided. A spill of materials during unloading
Low
could drain to Outfalls 1, 2, 3, 73, and 97.
No evidence of spills or leaks was observed, adequate containment
HM Storage Sheds
- enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Used Oil ASTs, Used
Small amount of spills were apparent. There was no evidence of
Anti -freeze ASTs, Diesel
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
Fuel ASTs, MOGAS
tom'
ASTs
2.2.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.2.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
February 2015
33
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
the overall coordination, development, implementation, and revision of the SWPPP
2.2.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.2.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 2ecause of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in Area 3 include
Dry Ponds, Wet Ponds, Bioretention Basins, and Infiltration Areas.
2.2.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas
and the loading/unloading areas.
February 2015 34
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

35,109
35"9'1 O"
35`3'zn
W'ran
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
NTA
ByeltiC\tU� l a� w es n r s
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4ap NhFes, y H Kt F
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Fort Bragg Area 3
by Forf 6ragg.HSc15 assumes no mpr—ld dby farthe accuracy
of ar arnissians in, the original dew provided by GregU
locations of ine aye[ema ld"tlf d aaa evaluated de�
...g thls study,
February 2015
O Fart Bragg Installation Area
Fart Bragg Building Area
OFart Bragg Industrial Area
Receiving Stream
Road
Figure 2.6 Locator Map for Area 3
35
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
�9 W 79'0'40' W 79'0'20"W 79'0'0"W 78'59'40"W
�d 3 ILI&
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Fort Bragg Area 3 Details INE3B idd,,t QAr a
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Receiving stream Prepared D— 2014
0 0.15 0.3 0.6 Roca G_, a y_° R S 199 GI5 department
tz Sys[emeWGS 1984 U TM Zone 1 7N
Miles
February 2015
Figure 2.7 Detail Map for Area 3
36
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75 100
I I I I I I l t l I t t I t i r I Yards
Site Ma Extent Indicator
�3 :_. Building 3.2454, 2455, 1949, apNnte,:
R 1846, 1945 N
Prepared by A&ISInc, 50% impervious area within are,(,)of,nte... t
—,—ppt,� tot¢ o outlet Little River Watershed
��i•, oalasoam For1e,a9sGl51)epartm9nt
r
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■-. Le end
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•. •M� d, ,._.:=�• . .�3®®e+ �l'f � Aboveground Storage Tank Flow Cirec[ionSand filter
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t �1-.� - °a I ❑ ❑esel MO Mator Ol
1�!f�? ++ ceneru etlwetland et
Vv9sh Rack Roatl -VYst Pond G Gesol ne VG Off -Sp bla OIlGrease
JC- Os HP-0f65pac F�cl
- Dry P011tl ❑O LL ,I i]'I HP Hydraulic Fluid Jcnc[icn Box
\` Grit CM1amber >f--3r- Fence Llne
f� 'T�^� 6 L.r er. 'P,- 'ou E-Empty
�•^�-__y''t- S Forebay JN Ipf V-Veriou¢POLS
T nr I • OII WaIBf SOpefelOf RBOeIVIrt99IrBaRI UNK. U4 MS-MaP10
h„,�[(�FFy �M /~••Lµ L1NK.11nknewn MS. Material Stange
.. F=.. :. r, I� �.'�'� IrtflltrfftiOn
Figure 2.8 Site Map for Area 3-2A
February 2015 37
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

935
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
31149
■Used Oil
a Antifreeze
�j �fl' i 31141
31240
J.
*6 :i
Qag "t
rJ
l „M Di -el �usad od. .
� . � I •( ��' ��,6 f 31335 � t� r .m
low31634
;JP�B Diesel -- :+�
Ilne] Diesel ■• r
9 4
♦ �+ 4 ■ w
Je y 31533 �� 1
ry a � �' ■
all, ;
rL • { �
Used Oil y+� 31632 •`
f! A �♦
A14 1. '�•' 31631
V Indicator guildin 3: 1140, 1141, 1240, 1634
/� Preoared by: ABd
ne,, Data BeFan Bmgg OI3 Department
aoa' 14
4,5- Coordlneta EYetam, WG81684 UTMZAne 17N
0 25 50 75
1 1 1 1 1 I 1 I 1 1 1 I I Yards
A �.01 imparvinua araa wdhin araa{s1 nrntaac.t
Outlet Little River Watershed
utfall 1
Storm Sewer
®Storage Area
Bioswale
—Not assigned
•
*`.
°,� �f.,j^ ��
!
Aboveground Storage Tank
Road
Constructedwetland
6endfllter
W-11ce Tebls
4+f-„• m.
� `•�•
Petenf181E,HsaardSoure9
>(--nr Fence Line
DIY pond
Underground
L Ciesel
G:tlaeonne
MO-M_'Oil
VG Vegetable ClllGreare Not
Cls-off E—Funl Junctlan eax
��"�_ .. {�€
r�
Ou[fall
Receiving Sireem
Forebey
-Wet pond
110 - U ""I
42—Cll
HF - Hytlraulic Fluid -
E. Empty
.m. _
,1
Flow C)ireotion
9MP TYPa
Infiltration
JRa - JFE
JP4-JPe
V- Va lows POLE
JP10-JP10
Bipretentlon
UNK - Unknown
M9 Material SWrepe
Figure 2.9 Site Map for Area 3-2B
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
38

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50
I 1 1 I I I I I I Yards
SlteMta E.te""ndlgatpr BuHdin 3: 2742, 2635, 2634 IlaptJ°tee:
g
Prepared by:AScI51nc. 5U� impervious area within area{sl °t interest
Prepared tlate: 2(�1G e River T. Outlet Little,
!�
3' Data Source: Fart Bragg GlS Department rnil•�Po �)�� Gooreinete Syssem. WGS 1894 uTMZone i)N atershed
Utfell3
Legend
e� �"� 1'.l d, �... r •- Storm Sewer Outf.11 SIVIP Type Natassigned
pioreten<ion
,,,,. al. Fgoeeground Sorage Tank Flow pirecton �Sandflter
_�� � �, U � Potent alEmHazartl5ource ® Storage Area � E]Oswee Vntlergr°untl Reference Table
Cons[ructetl wetland D D'esel MO Mamr G'I Inlet
{ a, "" N2sh Rack Roatl Wet P°ntl G Gseol ne VG Vegemble O kGrenx
o oa Os Orcspanwal
Grit Chamber )(— )F Fence Llne Ery Pond uo-ua.—I HF Hyaraulc Frua Juncnan Box
42-# Q'I E-E.,t,
_ S ` Fprabay JP8 JPb V Vsrous POL5
%% ✓pp.� `r VI OII Water Sepemi'r Reoevng Stream JPt-JPa JP1" JP1a
; ����f,71Y �° /B i���-4`L • UNK-IJnknewn MS-MaAerial SAnraga
Infiltratlon
Figure 2.10 Site Map for Area 3-2C
February 2015 39
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.3 SITE OVERVIEW — AREA 4
2.3.1 Facility Description
Area 4 contains the central heating plant for the Womack Army Medical Center. Area 4 shown in Figure
2.11 is located south of Longstreet Road and east of All American Expressway and west of Reilly Road.
Detailed locations of ASTs, and associated pollutant sources in Area 4 are illustrated in site maps
consisting of Figure 2.13. Applicable structural controls are illustrated, including ditches, drainage
systems, and stormwater control measures. The maps in this area were modified based on field
observations and review of existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following building located in Area 4:
Building Number: 4-2811
Physical Location: South of Longstreet Road and east of the All American Expressway
and west of Reilly Road
Site assessment of this area indicates that stormwater drains associated with the compound that contains
building 4-2811 flow to Fort Bragg designated Outfalls 182 and 183, which drain into an unnamed
tributary of Tank Creek, which is located in the Tank Creek -Little River watershed. There was no evidence
of a past POL spill in or downstream from these outfalls.
2.3.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.3.23 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids utilized in the operation of the central heating plant.
2.3.2.2 Outdoor Storage
Used oil ASTs and Diesel ASTs are located at the facility. All ASTs are required to have secondary
containment and must be grounded.
2.3.2.3 Outdoor Process Activities
Maintenance is conducted inside the central heating plant. Light maintenance activities include changing
oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries and radiators, and repairing
small equipment such as generators. Light maintenance is performed in building 4-2811.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
2.3.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area 4 that produce dust or particulate materials.
February 2015 40
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.3.2.5 Illicit Connections and Non Storm water Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.3.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.3.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area 4 is contained in Table 2.9. The need for additional spill kits was the primary area where
improvements may be considered.
February 2015 41
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.7 Potentially Polluting Material Inventory Summary
Material
Storage
Type
Storage
Area/Location
Existing Stormwater Management
Controls
On -site Now
Materials Exposed
Located north of
building 4-2811 are 2-
All ASTs have integral secondary
POL, diesel fuel
Outdoor
8,000 gallon and 2-
Yes
Yes
10,000 diesel fuel
containment.
ASTs.
HM Storage Sheds are
HM Storage Sheds are enclosed storage
POL, used oil
Outdoor
located north of
buildings with secondary containment.
Yes
No
building 4-2811.
February 2015
42
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.3.4 Significant Spills or Leaks
There has been one reportable spill or leak that was reported to NCDEQ at this area in the last 3 years.
The spill was three gallons of cooking oil and occurred on March 14, 2013, at building 4-2070. There are
no recorded activities of NSWD, and no evidence of NSWDs. The visual observations conducted in the
study area are presented in Table 2.10.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. This plan is incorporated by reference
into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.8 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Source
Visual Observations and Risk Summary
Contamination
Potential
No evidence of spills or leaks was observed. No secondary
Loading/Unloading Area
containment is provided. A spill of materials during unloading could
Low
drain to Outfalls 182 or 183.
No evidence of spills or leaks was observed, adequate containment -
HM Storage Sheds
enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
2.3.5 Stormwater Management Strategy
Stormwater management strategy consists of Baseline BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or PPMs and includes the following structural and non-
structural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.3.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
43

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.3.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.3.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 2ecause of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. Currently no ABMPs are in use in the
industrialized locations of Area 4.
2.3.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas
and the loading/unloading areas.
February 2015 44
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
:9'1'40"W 79"0'50"W 7910101W 78"59'10"W 79`58'20"W ]a'5]'30"W 78`56'4 "W 7a'55'50"W 76"55'9'W
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aapaN F =r H wnK F
g 'd
s_ss
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v
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35'6'40•N
S
0 0.45 0.9 1.35 1.Miles
Legend
Fort Bragg Area 4 � Fart Bregg Installs A Area
Fart Bragg Building rca
FOR OFFIC W L USE ONLY
rnia map was da,.eiopad aeieg zo1r t2o13GIs datapm'idea OFort Bragg Industrial Area
W Fort Bragg ASc s assumes no responslbillry -the accuracy Prepared ay PSe18
oIS Department ASe15 M1as updated WG51 S
tfiismapd pro tappmrimate Road Data Source Ft. 6ragg GIS Department
locations of tM1e systems itlentii tl antl eyaluatetl tluring [M1is stutly. CooNina[e ystem: 9B41JTM Zone 1]N
Figure 2.11 Locator Map for Area 4
February 2015 45
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79-1'20"W 79'1'0"W 79'0'40"W 79-0'20"W 79.0'0"W 78-59'40'W 78'59'20"W
OOOO
0
r-
0 0 % 00
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Legend
Fort Bragg Area 4 Details BuidB�AYea
S"�
0 Bulld ing
��e���a9ream o;4
0 0.175 0.35 0.7 R-d C...d—t. System: wcsi9e4 UTnnZ- my
Miles
February 2015
Figure 2.12 Detail Map for Area 4
46
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
III r I r r r I Yards
Building 4: 2811
Prepared by 0.901 lno. p 60%Impervious area within area(s) of interest
dot. orrt4 D.t. S. o Outlet Little River
oae Soum.: Fart Bng 018 D.P.rtm.nt etenh•d
Coerdm•t. Symom: VVSS IM uTMZen• 17N
ulfall 182, 103
Storm Sewer ® Storage Area ® Blo I. r Notassigned
Ab-9,ound St—ge Tank — Road Conatruatedwr•II:�„,I eendfllter Reverence TeW,
❑ 01..e1 MO mal.r 011
�a'ci Iy rr.iF� Inlet
Lf PutsRtlalEnvHersrd9ouros >F--1f— Fence Llne — Ory pond � unparground O a.eollne VO Vepatable 011rc3reaw
0-OP 0®-0fr-speo Fuel JdnMlan 9oe
ea �•� 11` 'J�f Dwell e� Recelving Stream Fereb.y Wet P.n 02.02011 OII RF. Hydraullo Fluld
r` y :e281fJF1 E. Empty
r 5y��' 6 r JP4-JPa J V.rleue POLH
FIOW 01re011on °MPT1'I'• Inflltratlon JP4 JP4 JPIV JP1C
11NK•unk,.—M9 M.4il.l sbr.pe
Bloretentlon
Figure 2.13 Site Map for Area 4-2A
February 2015 47
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.4 SITE OVERVIEW — AREA 5
2.4.1 Facility Description
Area 5 includes a vehicle maintenance facility and POL storage areas. The other prominent industrial
activity associated with this area is a wash rack draining to an oil/water separator. Area 5 shown in Figure
2.14 is located west of Knox Street and south of Honeycutt Road. Detailed locations of vehicle
maintenance activities, ASTs, and associated pollutant sources in Area 5 are illustrated in site maps
consisting of Figure 2.16. Applicable structural controls are illustrated, including ditches, drainage
systems, and stormwater control measures. The maps of this area were modified based on field
observations and review of existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following building located in Area 5:
Building Number: 5-5210
Physical Location: West of Knox Street and south of Honeycutt Road
Site assessment of this area indicates that stormwater drains from the industrial activities in this area flow
to Fort Bragg designated Outfall 33, which is located in the Rockfish Creek watershed drainage area. Only
the outfalls associated with industrial activities are discussed in this chapter. This area contains a complex
stormwater drainage system. This complex system is presented through descriptions of these areas that
drain into each outfall.
The paved and gravel areas around building 5-5210 are sufficiently sloped so that drainage generally flows
to the south through a network of drains to Outfall 33. This outfall empties into an unnamed tributary of
Beaver Creek in the Rockfish Creek watershed.
2.4.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.4.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.4.2.2 Outdoor Storage
Used oil ASTs and Heating oil ASTs are located throughout the facility. All ASTs are required to have
secondary containment and must be grounded.
2.4.2.3 Outdoor Process Activities
Railroad engine maintenance is conducted inside the vehicle maintenance facilities. Light maintenance
activities include changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries,
and repairing small equipment. Light maintenance is conducted at buildings 5-5210.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
February 2015 48
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
or outside the building.
Area 5 has a wash rack and associated OWS. The wash rack located east of building 5-5210 is serviced
by OWS 5-5210 located east of building 5-5210. OWS 5-5210 drains into the sanitary -sewer system with
the associated GC having a high level bypass that discharges to the storm sewer system. Table 2.12 lists
the capacities of the OWSs and GCs, as applicable.
Table 2.9 OWS/GC Capacity Summary
Location
Unit
Drainage
Materials
Receiving
Outfall
Drainage
Design
ID
Area
Handled
Stream
Number
Area (sq ft)
Capacity
Activities
(Gallons)
5-5210
Vehicle
Beaver
5-5210
POL
33
3,500
1,000
(GI)
I Maintenance
I
I Creek
2.4.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area 5 that produce dust or particulate materials.
2.4.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.4.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.4.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area 5 is contained in Table 2.13. The need for additional spill kits was the primary area where
improvements may be considered.
February 2015 49
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.10 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Loading/Unloading Areas
hydraulic fluids,
Outdoor
located throughout the
Unloading of vehicles/trailers to uncovered areas,
Yes
Yes
acids, metals, and
facility.
then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
facility.
with secondary containment.
unknowns
POL
Outdoor
Diesel Fuel AST located
Diesel Fuel AST is a 10,000-gallon tank with
Yes
Yes
near building 5-5210.
integral secondary containment.
POL, antifreeze,
The wash rack drains to an OWS that discharges to
hydraulic fluids,
Outdoor
Wash rack located east of
the sanitary sewer system with associated grit
Yes
Yes
acids, paints, and
building 5-5210.
chambers having high level bypasses that discharge
unknowns
to the storm sewer system during high flow events.
February 2015
50
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.4.4 Significant Spills or Leaks
There have been no reportable spills or leaks reported to NCDEQ that occurred at this site in the last 3
years. There are no recorded activities of NSWD, and no evidence of NSWDs. The visual observations
conducted in the study area are presented in Table 2.14.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. This plan is incorporated by reference
into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.11 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to Outfall 33.
No evidence of spills or leaks was observed, adequate containment
HM Storage Sheds
- enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Small amount of spills were apparent. There was no evidence of
Diesel Fuel AST
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
tank.
All vehicle washing is done at the wash racks. GCs and OWSs must
Wash racks
be routinely inspected and serviced to function properly. All
Low
equipment appeared to be in good condition.
2.4.5 Stormwater Management Strategy
Stormwater management strategy consists of Baseline BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or PPMs and includes the following structural and non-
structural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
51

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.4.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.4.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.4.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. Currently no ABMPs are in use in the
industrialized locations of Area 5.
2.4.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas
and the loading/unloading areas.
February 2015 52
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Fort Bragg Area 5 © Fort Brapp Installation Air..
Fort Brepp Bufltllnp Arca
FOR OFFICIAL USE ONLY
oyi maF was dev5 .. using zorr s zmi GIs arts nmvman 0 Fort Bragg Industrial Area
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February 2015
Figure 2.14 Locator Map for Area 5
53
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
78'5940"W 78'59'20"W 78'59'0"W 78'58'40"W 78'58'20"W
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February 2015
Figure 2.15 Map Details for Area 5
54
.N
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50
I r r t I I r t (Yards
4;si`e Map Extent Intl Bator Building 5: 5210 Map Notes:
fy Ski 4
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Roc
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Figure 2.16 Site Map for Area 5-2A
February 2015 55
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.5 SITE OVERVIEW — AREA 8
2.5.1 Facility Description
Area 8 contains one vehicle maintenance shop. Area 8 shown in Figure 2.17 is located between Butner
Road on the north and Randolph Street on the south and Bragg Boulevard on the east and Knox Street on
the west. Detailed locations of vehicle maintenance activity, ASTs, and associated pollutant sources at
Area 8 are illustrated in site maps consisting of Figure 2.19. Applicable structural controls also are
illustrated, including ditches, storm drainage systems, and stormwater control measures. The maps for this
area were modified based on field observations and review of existing maps provided by the Master
Planning Branch of the DPW.
Industrial activities are performed in the following building located in Area 8:
Building Number: 8-1821
Physical Location: South of Butner Road and north of Randolph Street and west of
Bragg Boulevard and east of Knox Street
Site assessment of this area indicates that stormwater drains associated with the compound that contains
building 8-1821 flow to Fort Bragg designated Outfall 55, which drains into an unnamed tributary of
Beaver Creek. Runoff from the paved areas around building 8-1821 flows southward through a network
of drains and manholes to a stormwater control measure (Wet Detention Pond 8-15) then to Outfall 55.
All outfalls have concrete outlet protection to decrease the erosive force of runoff. There was no evidence
of a past POL spill in or downstream from these outfalls.
2.5.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.5.23 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.5.2.2 Outdoor Storage
Used oil ASTs and JP-8 ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded.
2.5.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance shop. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries and radiators, and
repairing small equipment such as generators. Light maintenance is performed in building 8-1821.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building. There are no OWSs located in Area 8 that discharge to the stormwater system or
directly to the waters of the state.
February 2015 56
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.5.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area 8 that produce dust or particulate materials.
2.5.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.5.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.5.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area 8 is contained in Table 2.16. The need for additional spill kits was the primary area where
improvements may be considered.
February 2015 57
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.12 Potentially Polluting Material Inventory Summary
Material
Storage
Type
Storage
Area/Location
Existing Stormwater Management
Controls
On -site Now
Materials Exposed
POL, anti -freeze,
Loading/Unloading
hydraulic fluids,
Outdoor
Areas located
Unloading of vehicles/trailers to uncovered
Yes
Yes
acids, metals, and
throughout the facility.
areas, then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located northeast of
HM Storage Sheds are enclosed storage
Yes
No
acids, paints, and
building 8-1821.
buildings with secondary containment.
unknowns
February 2015
58
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.5.4 Significant Spills or Leaks
There have been two reportable spills or leaks that were reported to NCDEQ at this area in the last 3 years.
The first spill was 255 gallons of mineral oil and occurred on September 4, 2011, at the Progress Energy
Substation. The second spill was three gallons of transmission fluid and occurred on May 16, 2012, at
building 8-8050. There are no recorded activities of NSWD, and no evidence of NSWDs. The visual
observations conducted in the study area are presented in Table 2.17.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.13 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Source
Visual Observations and Risk Summary
Contamination
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to Outfall 55.
No evidence of spills or leaks was observed, adequate
HM Storage Sheds
containment - enclosed storage buildings with secondary
Low
containment, spill kits available at most locations. Storage units
are out of areas of vehicle traffic.
2.5.5 Stormwater Management Strategy
Stormwater management strategy consists of Baseline BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or PPMs and includes the following structural and non-
structural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.5.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
M

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.5.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.5.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. Currently no ABMPs are in use in the
industrialized locations of Area 8.
2.5.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas
and the loading/unloading areas.
February 2015 60
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35"O'C'
35"9'10"
35'8'20'
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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February 2015
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61
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

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February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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Figure 2.18 Detail Map for Area 8
62
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building 8: 1822
a
Prepared by ASo15 Inc.
Prepared ate: 2014
Cat. Scurce: Farr Bagg GIS Cepadrnent
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0 25
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utfall 55
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Figure 2.19 Site Map for Area 8-2A
February 2015 63
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.6 SITE OVERVIEW - AREA A
2.6.1 Facility Description
Area A includes a network of 42 vehicle maintenance facilities and five POL storage areas. The other
prominent industrial activities associated with this area are four wash racks draining to oil water
separators. Area A is located north of Longstreet Road to Pratt Street and east of Gruber Road to
McFayden Pond as shown in Figure 2.20. Detailed locations of vehicle maintenance activities, ASTs, and
associated pollutant sources in Area A are illustrated in Figures 2.22 through 2.35. Applicable structural
controls also are illustrated, including ditches, storm drainage systems, and OWSs. The map for this
facility was modified based on field observations and review of existing maps provided by the Master
Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area A:
Building Numbers: A-1308, A-1515, A-1605, A-1607, A-1657, A-1803, A-
1815, A-2003, A-2206, A-2419, A-2515, A-2718, A-2719,
A-2819, A-2905, A-3013, A-3315, A-3319, A-3323, A-
3434, A-3518, A-3804, A-4326, A-4333, A-4505, A-4521,
A-4803, A-4941, A-5016, A-5679, A-5738, A-6048, A-
6057, A-6149, A-6151, A-6235, A-6248, A-6283, A-6286,
A-6340, A-6341, A-6343, A-6383, A-6426, A-6899, A-
6990, A-7039
Physical Location: North of Longstreet Road to Pratt Street and east of Gruber
Road to McFayden Pond
Site assessment of this area indicates that storm -water drains from the industrial activities in this area flow
to Fort Bragg designated Outfalls 53, 54, 61, 85, 102, 113, 114, 141, 146, 155, 157, 158, 159, 160, 161,
174, 176, 177, 178, and 181, which are located in the Outlet Little River watershed drainage area. Only
the outfalls associated with industrial activities are discussed in this chapter. This area contains a complex
storm -water drainage system. This complex system is presented through descriptions of these areas that
drain into each outfall.
The paved areas around buildings A-4505 and A-4803 are sufficiently sloped so that drainage generally
flows to the west through a network of drains to Outfall 53. This outfall empties into an unnamed tributary
to McPherson Creek in the Outlet Little River watershed. The paved areas around buildings A-1605, A-
1607 and the north side of A-1308 are sufficiently sloped so that drainage generally flows to the west
through a network of drains to Outfall 54. The paved areas around buildings A-1515, A-1815 and the
south side of A-1308 are sufficiently sloped so that drainage generally flows to the west to Outfall 61
which empties into an unnamed tributary to McPherson Creek in the Outlet Little River watershed. The
paved areas around buildings A-1803 and A-2003 are sufficiently sloped so that drainage generally flows
to the southwest to Outfall 85.
February 2015 64
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
The paved area around building A-5016 drains toward the west through a network drains to Outfall 102.
The paved areas around buildings A-6383 and A-6283 drain toward the northeast to Outfall 113. The
paved areas around buildings A-6286 are sufficiently sloped that runoff flows to the northeast to Outfall
114. The paved areas around buildings A-2419, A-1657 and the southeast corner of A-2515 drain through
a network of drains to Outfall 141. The paved areas around buildings A-5738 and A-4941 are sufficiently
sloped that drainage flows toward the northeast through a network of drains to Outfall 146. The paved
areas around buildings A-6899 and A-6990 are sufficiently sloped so that runoff flows southeast through
a network of drains to Outfall 155. The paved areas around building A-3323 are sufficiently sloped so that
runoff flows through a network of drains to stormwater control measure A-04 (Wet Pond) and to Outfall
157. The paved areas around buildings A-3319 and A-3518 are sufficiently sloped so that runoff flows to
Outfall 158 and stormwater control measure A-03 (wet pond). The paved areas around buildings A-3315
and A-3013 are sufficiently sloped that runoff flows to Outfall 159 and stormwater control measure A-03
(wet pond). The paved areas around buildings A-2819, A-2718, A-2719 and the northeast side of A-2515
drain through a network of drains to Outfall 160 and stormwater control measure A-05 (wet pond). The
western side of building A-2515 is sufficiently sloped that runoff flows to Outfall 161 and stormwater
control measure A-05. The paved areas around building A-5679 are sufficiently sloped that runoff drains
to Outfall 174 and stormwater control measure A-14 (dry pond). The paved areas around buildings A-
6151, A-6149 and A-6057 are sufficiently sloped that runoff flows to the northeast to Outfall 176.
2.6.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.6.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.6.2.2 Outdoor Storage
Used oil, diesel fuel, MOGAS, JP-8 and antifreeze ASTs are located throughout the facility. All ASTs are
required to have secondary containment and must be grounded.
2.6.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance facilities. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries, and repairing
small equipment. Light maintenance is conducted at buildings A-1308, A-1515, A-1605, A-1607, A-1657,
A-1803, A-1815, A-2206, A-2419, A-2515, A-2819, A-2905, A-3315, A-3319, A-3323, A-3434, A-3804,
A-4326, A-4333, A-4505, A-4521, A-4803, A-4941, A-5016, A-5679, A-5738, A-6048, A-6057, A-6149,
A-6151, A-6235, A-6248, A-6283, A-6286, A-6340, A-6341, A-6343, A-6383, A-6426, A-6899, A-6990,
and A-7039. All inside work areas are designed to contain normal spills and prevent leaks from entering
the stormwater drainage system. If spills are not promptly cleaned up, materials could be transported into
different areas or outside the building.
Area A has 4 wash racks that are located near buildings A-3434, A-4505, A-6235, and A-6283. The wash
February 2015 65
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
rack west of building A-3434 is serviced by the OWS A-3434 located southeast of the building. The OWS
drains into the sanitary -sewer system and the GC is equipped with an overflow outlet that drains into the
storm -sewer system to Outfall 146. The wash rack southwest of building A-4505 is serviced by the OWS
A-4505A located southeast of the building. The OWS drains into the sanitary sewer and the GC is
equipped with an overflow outlet that drains into the storm -sewer system to Outfall 53. The wash rack
southwest of building A-6235 is serviced by the OWS A-6034 located southeast of the building. The OWS
does not have a primary drain and the GC is equipped with an overflow outlet that drains into the storm -
sewer system and to Outfall 180. The wash rack northwest of building A-6283 is serviced by the OWS A-
6283A also located northwest of the building. The OWS drains into the sanitary sewer and the GC is
equipped with an overflow outlet that drains into the storm -sewer system to Outfall 113. Table 2.19 lists
the capacities of the OWSs and GCs, as applicable.
Table 2.14 OWS/GC Capacity Summary
Location
Unit ID
Drainage
Materials
Receiving
Outfall
Drainage
Design
Area
Handled
Stream
Number
Area
Capacity
Activities
(sq ft)
(Gallons)
A-3434
A-3434
Vehicle
POLs
Tank Creek
146
4,200
15,000
(GC)
Maintenance
A-4505A
Vehicle
McPherson
A-4505
(GC)
Maintenance
POLs
Creek
53
2,300
2,000
A-6235
A-6034
Vehicle
POLs
Tank Creek
180
1,100
1,500
(GC)
Maintenance
A-6283A
Vehicle
A-6283
(GC)
Maintenance
POLs
Tank Creek
113
1,000
30,000
2.62.4 Dust or Particulate Generating Processes
There are no industrial activities in Area A that produce dust or particulate materials.
2.6.2.5 Illicit Connections and Non Storm water Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.6.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
February 2015 66
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.6.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area A is contained in Table 2.20. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
C111

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.15 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Loading/Unloading Areas
hydraulic fluids,
Outdoor
located throughout the
Unloading of vehicles/trailers to uncovered areas,
Yes
Yes
acids, metals, and
facility.
then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
facility.
with secondary containment.
unknowns
Used Oil ASTs are located
at buildings A-2905, A-
4521, A-4326, A-4333, A-
6283, A-2419, A-1657, A-
6990, A-6899, A-3323, A-
Used Oil ASTs are 250, 275, 300, 500, 750, 1,000,
3319, A-3315, A-6149, A-
31000, and 6,000-gallon tanks with integral
6248, A-4505, A-1803, A-
secondary containment. Diesel Fuel ASTs are
POL, antifreeze,
2206, A-3804, A-3434 and
1,000 and 4,000-gallon tanks with integral
diesel fuel,
Outdoor
Antifreeze ASTs are
secondary containment. MOGAS AST is a 6,000-
Yes
Yes
MOGAS, JP-8
located at buildings A-
gallon tank with integral secondary containment.
2905, A-4521, A-4326, A-
JP-8 AST is a 660-gallon tank with integral
4333, A-2419, A-16571 A-
secondary containment.
3319, A-2206, A-3804 and
Diesel ASTs are located at
A-1605, A-1308 and
MOGAS AST and JP-8 at
building A-4505.
February 2015
68
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Material
Storage
Type
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Exposed
POL, antifreeze,
Four wash racks/drainage
The wash racks drain to OWSs that discharge to
hydraulic fluids,
Outdoor
areas are located at
the sanitary sewer system with the GCs high level
Yes
Yes
acids, paints, and
buildings A-3434, A-4505,
bypasses draining to the stormwater collection
unknowns
A-6235 and A-6283.
system.
Tires and scrap metal
Tires and scrap metal stored on paved and unpaved
Tires and metals
Outdoor
storage located throughout
areas and not covered.
Yes
Yes
the facility.
February 2015
69
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.6.4 Significant Spills or Leaks
There were four reportable spills or leaks reported to NCDEQ that occurred at this site in the last 3 years.
The first spill consisted of 5 gallons of diesel fuel and occurred on July 25, 2012, at building A-4505. The
second spill consisted of 27 gallons of JP-8 fuel and occurred on July 18, 2013, at building A-3428. The
third spill consisted of 13 gallons of gasoline and occurred on January 8, 2013, at building A-3787. The
fourth spill consisted of 2 gallons of motor oil and occurred at building A-2905. There are no recorded
activities of NSWD and no evidence of NSWDs. The visual observations conducted in the study area are
provided in Table 2.21.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. This plan is incorporated by reference
into this SWPPP` and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or at [phone].
Table 2.16 Visual Observations for Occurrence of Spills or Leaks
2.6.5 Stormwater Management Strategy
Stormwater management strategy consists of Baseline BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or PPMs and includes the following structural and non-
structural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.6.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.6.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
February 2015 70
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.6.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area A include Wet Ponds, Dry Ponds, and Bioretention Basins.
2.6.9 Additional Recommendations
Placement of spill kits throughout the facility will greatly enhance the ability of facility personnel to
rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits should be
placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas, and the
loading/unloading areas.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
71

February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
72
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'1'4O'•W 79.0'50"W 78'0'0"W
78"5910W
78'58'2O'W
78.57'30"W
76'56'4O'W 78.55'50"W 76'55'9'W
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O F°rt Bragg 1psta Area
FOR I LOONLY
Area
Q Fort Bragg Building Area
O Fort Bragg Industrial Area
This map.pw.as aaysi.l°petl using 2012 B 2013 GIS tlata pr°vitlod
W Fort Bregg. ascs assumes no responsibAlry forme accuracy
ia, the original data i tl W the Fort Gregg
— Receiving Stream
Pre�retl Date 2014
I Dgmiesigns
lh,
GIS Department PSCIS has updated this map to provide approximate
lomn°ns offM1s slsrems identif d and evaluated during rnis study
Road
Data Source: Flog ragg GIS 0gpartme N
Groreina[e System WS 1084 uTM Zone 17N
Figure 2.20 Locator Map for Area A
February 2015 73
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'240"W 79'2'20"W 79'2'0"W 79'1'40"W 79'1'20"W 79'1'0"W 79'0'40"W
5-9'40"N
WI ��aao
0
r
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9
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9" B
Legend
Fort Bragg Area A Details " a di gArea
N �Sile Locations
O Building Prepared By_AS—
Receiving Stream rep area o— 2014
0 0.175 0.35 0.7 r�Rd cpp d-t,eSyre— wcs 1964 UTM-1 7N'
Miles
Figure 2.21 Detail Map for Area A
February 2015 74
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building A: 1308, 1605, 1607, 1803, 2003, ; , ;5 , fo �5 ; OOards
Site miap Eatent Indicator 2OOfi, 2905 nap Notes:
s= N
�, r".•� �� Prepared by NadiaInc. 60 h impervious area within area(a) of interest
i�g,f5 P ep�red date 2014 o Outlet little River Watershed
a �r�}i' � '- •[Y a I]-SourceForBrepgalSVeparn—
oor
lrL tl fit.. . Ctlinate 69 System: WGG 14 VTMZone 17N tfall 54, B5, 115
E0�§•: N, R?rJ "+
ste-Sewer ®Storage Area
Blosvale
Not assigned
~'b ;`•� e+ L /p�rh
1\ ,' ,)
Aboveground Storage Tank Road
_� Canetructed wetland
O Sand filter
n &MMa Table
'1� +P.41 (r rr
C"•>;.�r; :-,�; ,.. .J
6
y{
PcteraialErrvHazerd6curce —Fence Line
- Dry Pond
- llnderg—d!
❑.Oleael MO.Mat"011
aollne Va .aaa Inlet
• ,b <j�. ;iu!�:_ :. _
Ou[fall Receiving Stream
Forebay
-VYetpond
a-oa os oeRa_SWble� a
uo - uses ou nT - nytlraurc Fwie
fI2-#2Oil E Empty
•� 5 71
• �i>p>' /.. \ti, •d++^. -
Fl- Ira Cli.n ®MP'P/pe
nfi trd110f1
-
JP8 - JPB V- Various POLS
JP4. JP4 JP10. JP10
K
'A 6J p:9r
Ronal
UNN- llnknovm MS - M—l"Sbropo
Figure 2.22 Site Map for Area A-2A
February 2015 75
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Ise FRP' -
_ �A4806
1t JP 8 (Gasollne)
00
,L
A4602 A4803 1 1
1 4T01
�
J t MO A
UO A4700 A4606 '
. _.
S -¢ Used Oil s
44
n^ t
A4505A V
�L{A4508A
* 7 y OS
2,300 sgft
53 y IY ! !
mrl
P
1_ OL
t� V
Hating
A3802 3804 oil
�Os ,AQ
,I� A3702
s
^� UeeM.Oil D
AntlFreeze �' J}i
.:.� r Al „ urea
A3602 P �/ M
09316
so AIWO-
, .
%
Site Map Extent Indicator
r.,\ Blllld111g A . `iQo4, 4505, 4803, 4700
- D 1.1 s A JO
f^{S1iL-) Prepared date, 2014
Oeb Source Fan lVvG9 1894 uT ment
Coardlnete 9Yatem�, WOS 1894 UTMZane 17N
r,
9
Pr -0 k`
0 25 50 75 100
I t I t I 1 I I I I I I[ I I I I YH Ii$
50% Imperviou s a rea withi n area(s)of interest
t Gut let Little River Watervhed
utfal 153. 166
Sw-Beaver Oullall EMP Ts'Pe Notacaignatl
u "a q�A°a �[�J.r J°#ii O. .S'\-M1' Bioreien[lon
Aboveground Storage Tank Flow Uirec[on O3anatlter
t� ' a .fJ`� • 1� �/ p BOYW BIB
y( POIBntIal6nvHaaardsoUrcB ®6lorape Area Untleryround 6efannee Tahb
F t III §a• - - ✓ 9 C / 15 r! �( �� CenelYuOtetl Welland Inlet
•1,- � �Y+'j, �y Wash Rack Road -Wet pond 0 O'aael MO Motor Oil G Gaeollne VG leolvGr® 03-S se
' °• �� k` �'� Md '4,,; ._ l' -ory Pond �a �r'Gad oil nF nytlru�iic Field Junutlan BOK
Grlt Chamber .---k- Fill Line
M2M2011 E Ernpty
,'� :i;;'� Fn•' "' N . ForebeY POLS
JPS -JP3 V.Viirleue
0 r,l�J Oil YVBter 6eperalor Racaivinp 6lreem JP4-J 4 JP10-JP10
,�'�';"o;•o, ya:S?i'<''`-. �„ +LLnrinrauon
e r V N K - tlnknn,m M5 -Material Sfomga
Figure 2.23 Site Map for Area A-2B
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
bl11

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50
I 1 1 I I I I I I Yards
. Site Ma Extentlndicatorf \ Building Ae 5016
w •W Prepared by, ASol9 lno. 60% impervious ana within area(a) of interest
4 _' Prepared data'. 2ot4 o Outlet Little River Watershed
data source: .I. ran Brags Ols oepanment "R utfa11102
a�•.i;l Coo rOi nata S yetemV 51594 VTMZ ne 1TN
n r •�
storm Sewer
a� Outfall
Ump T e
Type
—Nat aeelgnad
�,� Yak
i
A �• u- r�r"' -g.'
;_ ;;
� gboveground Storage Tank
Flaw Oirec[ion
em�.teminn
�5antl filter
.'atit "��,�JSr-�
r
I�"F5
PrnentlalEnvHezerdsouroa
Storage Area
Bioewale
Underground
aafercnce Table
�,.."" + \� t'„y r^`;
fir' , • nv,• + fl
VV. h Rack
Road
ConeRutltGd Wtltland
Wet pond
OOleael MO•Maler 011 Inlet
0 drwllnk VO V.9-ble OIVOru�u
•Z``
•'�`` 1 y,°i�i'—e„
Gn't Chamber
J(�F Fenae Line
Ory pond
O-W 08-as-8"c Fuel JJn O[lan Bolt
UO - U d OII HF - Hydraulic FNId
e +ti\ ,'Zb✓1�
Y i
- •e• i
Forebay
#2-#2 , E-Empty
JPB-JPS V-Various POLS
,P,I
1 7744,
OII Water Separator
aaaaaaaw 11-1,Ing Stream
Inflltretfon
Jpq Jp4 Jp1O JP1O
11Nk lJnknovm MS Me4rIel5mrege
Figure 2.24 Site Map for Area A-2C
February 2015 77
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
r
fy x. 00r
'iy # 180 ..� 1
too,00
e A6833
181 l r
Or
c '
A6831 — , ri m
0
b
V
A6631 1 A633
� A6532 00G. i or
sot •'
T rr y
- M --.- 000 1 A6235'�6
•1 � A6034
+ AGD34
A6D34 �� Q
0 sqH `T4_
if � . a
t
I .
'�
- rpR it ST
t
0 25 50
I I I � I I I �Ya rds
. Site Ma `Extent Indicator ' \ Building A: 62 3 5, 642 6 Map Note=:
�(• , i.,,e� � � � poi p'S(
a N
t Prepared byt.s 1 Inc- I� 50 h impervious area within area(s) of interest
Prepared date2J 1. 4 N\ o Outlet Little River Watershed
Data Source: Fart Bragg G18 Department
utTall 180, 16,
�1,�. Gpordlnata Syelam'. WG81a8d VTMZcna 1]N
.GN '.hf1
��ty>t G
Storm sewer
Outrall EMPTyPe
Nat..Ignad
- �^''
t "i1U J5e�
1 }
Aboveground Storage Tank
eioreiention
Flaw Direction
� Sand filter
�5bc 1�
P¢IBntI81EnVHBSardBGurea
Bioewale
® storage Area
-Underground
amerenea iebm
✓"'� 4' w�=SY' �F ,wy+' ^\`
`ram '
��'r
Wash Rack
—Road Constructed wetland
-Wet pond
Ma ❑Ole¢el MO.lor 011 Inlat
G-casorme vG-vageWtl¢oiecrear.�
�`Yi i t.
a �' *�
1�1 tcmy
'y1 .� �b
'�j@,
•
Grit ChEmber
OII VYater 6eperamr
Orypond
Ji�E Fence Line
rabay
FO
RepeNing 6tream
-OBI OS -OR -Spec Fuel Anerl-B-
ua-used ou HP..pty uc Ruld
iX�. tt? 011 E - Empty
JJPB V. V9rloue POL6
I
JP4-JP4 JP10-JP1n
IAflltratlon
IJNK-Unknown MS-Material5braga
Figure 2.25 Site Map for Area A-2D
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
78

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75
l l a l l l r l r l l l Yards
Site Map Extent Indicator i BUllding
A: 4326,
4333, 4521
Map Notes:
by Ascls Inc
50 h impervious area within area(s) of interest
.t Prepared date: 21114
''
o Outlet Little River Watershed
"I j r oats source: Fort BreW0gp 8Gl1B94e oapenmantUTMZen
�tr' Cocrdinate 9yatem', a 17N
o Ill A-88, A-07
�,
a`1-`'"°Le end
~r
•
A� San -Bawer
.
aim Outfall
III TYW
Not..rlgned
.�.y,.y.,.
".'M1- � -
9�-`'"' � Adoveground Storage Tank
i•
Flow Directionsand
Rloretenllon
filter
t1l 1,��:Tom- {{
' "` - s e ! y n y�r PoleldialE,,HaaerdSource
rk•I's�'�
® Storage Area
— Rloawale
- Underground Reference Table
' mot.,• J "E '•n' + C7 Wash Rack
kf
�� Roatl
Constructed wefantl
VVet pond
❑.Olaaal MO:Ma r011
G-Gasoline VG-Ve .Iule OillGreese Inlet
O-Oil OS Fcal
Lit jam'
��,"� i• s•` M `q,� k6 ,r...
c`F •' Grit Chamber
% A'
x--fF Fence Line
❑ry pond
Forebey
-OR -Spec Junction Ro
VO - Used OII HF - Hydraulic Fluid
*2.42011 E-Emp[y
J-FV- verisue Rpt5
_ j • Oil Water Separator
a, •
Receiving Stream
JPdP8 :_'IF" Iii � "In
ryly,
jai. ♦'S:.'," .�,�"Y ��r-41�
Intl trdli0n
n".—
UNK -llMS-Materia154oraAe
Figure 2.26 Site Map for Area A-2E
February 2015 79
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of thi plan.

■
POL
` Ok
� � A
0
1Antifreeze jrd oil
%-4333-MS-A
A4333
.fir r
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
A3729 •
rA*3'434-14S�A\
A-343!�.m S-A (JP9) V
;PA3434
�A34364A Ia � � -
bS 4.200 sq,,% i
IYI„WMMy,4 e�
tlr � A343
01
A3426 # f`� �{'�� A3137
ER0
Used Oil Mogas
(Gasoline)
V{ R
,4
A8687
g 1
m
y, S
A2660
Building A: 3434, 3428
— ■ N
0 25 50 75
1 1 1 1 1 1 1 1 1 1 1 1 1 Ya Fds
Dim
i
t
1 -
gg
'>%e'en, •' 'Le
Pwared by nscis Inc.
Prep_ data. 2014
t]ate Source Fort Brepp G15 O.pertmcnt
Coordinate SyederoWGS 1A941J7M7one 17N
N
50°h impervious area w thin areas) otinterest
o Outlet Little River Watershed
oBas'nA 39 A-40
end
:-p
Storm Bawer
r� Outfall
BMP TYPe
-Notae,signed
•U �� �'
n6F ..
tiY�y
� ggcveground 5brage Tank
Flow Diredion
9lOretefltion
O Sand filter
"'
'�• �•�
cJ " +e',.••R ' L
l"y PoterrtialErnHazerd5ource
® Storage Area
BloawOle
- Conetructea wenana
Underground
RHerence Table
❑�.leael MO-Ma[or011
- 'ky..� .• q
� Wash Rack
ROetl
-Wetpontl
inlet
O�Gaeoline V6-Vepadbk OiWrease
' V., `�,�,
Grlt Chamber
k--)f- Fence Llne
❑ry pond
06-OF-spec Fuel Junction Box
VO - Used Oil HF - Hydraulic Ftuid
gyp •^'
'iris.'•/T�_
N f
• CA Wdter Seperdt.r
ReC i", Stredm
Forebay
Q-#3OII E-Empty
JP8-JPB V. Various POLS
JP4 - JP4 JP10 - P1 J0
,Wry s�
air 1�1 is -
�} 1 a
Inflllinl�nn
UNK-Unknown MS-Mabria15porepe
Figure 2.27 Site Map for Area A-2F
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
80

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50
I I I I I I J I Yards
SaeMa E to " "ndidat°' Building A: 4941, 5738 _...�..
w
dy: ASCI51nc. 50°6, impervious area within area(sl °f Interest
Prepared = 2014 °outlet Little River Watershed
Data 6cume'. Fan Eni GlS liar Department .J�r1\
u
�. Geortlinate Sysiem, WG51394 VTMZone 17N
! �'• � '�T �•V _ 1! Starm Sewer .we outfall BMP Type _Not assigned
° n�*.'_ `�'"' A•. v- Vic"'"` - eloreternlon
�'r tV}1a• - Aboveground Storage Tank Flow Olrect °n Santlflter
., , . ry n,f \c."r .y[� y-j Potern'alErnHazardsoume ® St r Vg Arm eloswale undergrountl Reference Table
. h.�••" ¢ n ❑-Diesel MO -Mawr OIl
R 'C., j ( `j �+ \q Wash Rack —Road Cansirutted rvetland —Wet pond c-G-1,ne VG - Vegetable oiu�re Inlet
77 o-oa os-oas Feel
e peC tt eb eaa
Grit ChamberF Fence Line Dry pond uo used O'I HF FHydrauuc Flultl
JP8 JPa V Va. i s PUS
• Oil Wdter $¢pefdlgr R¢g¢IVIng $fr¢dT Forebay JP4 JPJ JP10 JP10
'-V Inrltration UNK�Unknown MS.Materal Storage
Figure 2.28 Site Map for Area A-2G
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
81

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building A:6048e 6248, 6340, 6341e ° I I t 2; I I t ;° I I I 7$Yafds
. Site Ma Extent Indicator P w \-71
639 3. 703 VA.p Notaa:
Icrepored toyAScls Inc.
N5D%
n
impervious area within aree(s) of interest
Dutlet Little River Water6hetl
.�f
Prepared oats: 2014
o
ull 177, 176
ata
Dsource: Fort Sciii GIS Department
Cordibate Syersm'. WGS 1S14 VTMZane
17N
N
s-lnW10
r 9
Le end
uJt+ - €
Storm Sewer
® storage Area
8bswale
NOtassignetl
.' `ti F.l
h ',.:
Aboveground Storage Tank
—Road
Constructed wetland Band filter
Rmercnca iebm
�i l�r•� a
Y J'x• �� ?
w,.
'!` PotenV&IErrvH—rddource
y�
>—X- Fence Line
D tl
rypon
rg raun
Vnde d
-��esel MO-Motorbi Inlet
G-Gasoline VG-Vseetebla OillGreese
D [)A OFOff 9p., Fuel
Junc4lan aox
� * ]' ��,',^'� •�
l f,
Outfoll
Reoeiving Stream
Forcbay
- VJet pond
11 uses Oil HF-Hyernulio PIWId
42-k20'i1
`
!
FIcw 01—ftn
9MR T%pa
In111trLfiOn
�-+mnous LS
VN4K Jllnknawn M 1 P11r ol5tarape
Figure 2.29 Site Map for Area A-2H
February 2015 82
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
7 . (-
1 .�—
r�l
�
� � Iftllf� 0 NMIONLR
Now
owl
,
t . �A6263A
'1a A6481
Oil
w 1,000 sgft
Ole— 0iii
T� J A6383
l
Used Ofl
A6472 +
A6373
A6274
A8372 '. A6273
• 1
A6172 AE173�1
s
— � A5679 +
A6474 r '-
Building A: 5679. 6283. 6286. 6383
e e
1
Lecend
9mm Sewer
Fbx Oieaion
-9uswap -lJndcground
Abauegmund Storage Tank®Sb
rageArea
-Lbnstruc[edeMland-Wet pond
S'S
yS PmentialEnvHazerdSaurce
— Road
- Ory pond
M.�
Wmh Rack
Fake Lin.
- —bay
Gnt Chamber
Receiving Sbeam-Inhkmtian
.01 MW, Sgwmlcr
BMP Type
-Nof isugned
rr� Cueall
61arete.2on
O Sind filter
Figure 2.30 Site Map for Area A-2I
A6286 111,4-. •
L
A5787
A5583
A5366
A538fi
�Afi383
0 25 50 75
Ya rds
Map Notes:
> 50% impervious area within area(s) of interest
To Outlet Little River Watershed
Outfall 113,174
Pr Wired by. A9c19 Inc.
Pre"red date', 2014
Dab Source_ Fart BmW GIS Department
cor Cdrtats System: WG51894 UTMZone 17N
Reference Table
0-0lesel MO:Motor011 Inlet
G-Garonne VG- Vege=ls OlVCreare
0 - 011 OS:
S - Oa -SW Fuel JunMlal bolt
UO- Ueed Oil IF - Hydraulic Fluld
A2 -p2011 E'Ematy
JP5-JP6 V-Val POLS
JP4-JP4 Ji,10-JF10
UNK - Elnknpwn M6 - MatBrial 6tddn.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
83

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75
I I I 1 I 1 1 1 I I 1 1 IYards
Site Ma Extent Indicator Building A: 6899, 6990
•.. :. y.
ti
wq Prepared by ABd 81nc. p
Prepared date: 2014 /fl+\y'l1 50% impervious area within area(s) of Interest
\ 'S p I'll" Souma: Fart Breap Ol8 6epertment a outlet Little River Watershed
Coordinate Symom: VV381 ea UTM7.dne 1Yru utfall 166, ti8
Le end
'� rr• 6tcrm hewer ® Store Area Bloswale -Not assl d
0:y^�Tt e,1,1J� r T ^r.:.- 9e 9ne
! Aboveground Storage Tank Road Constructed wetland Sandfilter Reference Tahle
,}�} bOleael MC: 011
a. aeuolloa vo.v Wbi. OIVOreew Inlet
f 1-r POtefRiAlEnvHe2drd6purce >r--+r— Fence Line -Dry pond -Underground sae
Q�i 1�" OCOII Os-OrPull JUntllldn salt
e G' - �• • 11O . llestl OII OF . Hydytlr.01.eullc Fluid
Outfell e� Reaelving etrcam Forebey Wet poM
`, ,'•1 '��) ""'M1p" OMP Type JPa - Jae v- V¢r�eu. POLe
•i y +. {fl 5 ,�'''!oe/e Flow �lreoiion Inllltrat-on un4K ,untnovm MsrcMnarrlal seorepe
Blaretentlon
Figure 2.31 Site Map for Area A-2J
February 2015 84
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
i• � ti 176
A6549
mom 4F
last
jet
-� A6057
Ik' A-615��5-A A5957 ''
ICY h A6149 A6t5t
ib
4 V '
•' t
J1�V A
1 PRATT ST
A-69�49-MS-A I1-
P-36 .Heating
Oil
C
Site Ma p Extent Indicator Building A:6057, 6149, 6151
A c�
Y! - N - ` 3 Prepared date
14 20nc.
Pre➢breddate.
Veto Source: Fanrt14
Bfapg GlS Vepenment
jy �. Coordinate System', WG51694 VTMZane 1TN
7
—1-2— ..' 11
0 25 50 75
1 1 1 1 1 1 1 1 1 1 1 1 1Ya FdS
A po50himpervinusareawithinarea(sJ otinte rest
Outlet Little River Watershed
utfall 154, 176
t Ml `•>.1U}11. y w
i3¢'-. y
-��� as �f rv�_. � �` {�
. ' wi'^ti '�� y
,�o +a- .
"Pu '..,, -tip t 4 ft
r,;'.,•'. .�w„,3 `e,�..-.i _^y
• `��, T�2G +pL g.,.,,6
■
SQtrm sewer
gdoveground 61rage Tank
PctentislErnHazard5ource
Ou[fall
®Storage Area
—Road
7(—�E Fence Line
Receiving Stream
Bosvale
-Constructed raetlana
-Dry pond
Forebay
Notase gnetl
^� Sand f'Iter
Underground
V4et pond
Reference Table
❑ ❑'esel MO -Motor 011
c-casokna vc-vageWbls oikcr.av� Inlet
o-oa uIF nyorI,dr nec Fsel '. Junction box
-used ou -aurc Fluio
o IF
E-Empty
Net 6
FOW Ire C110n
BMP Type
nftra110n
JP8
JP8 -JP8 1- Various PDLS
JP4-JP4 JP10-JP10
rfy,�
.. _}
Bi—tentlOn
IJNK-Unknown MS-Material5toraga
Figure 2.32 Site Map for Area A-2K
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
85

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
U 25 50 /5
I I t I I I I I I I I I I Yards
Site 5ta E.te""ndi°at"r Building A: 1815, 1515
N
e
Praoared irv: Asds Inc.
Prepared mte 20fe �\ 50y impervious area within area{s) of interest
-�i \ .�, o®Is source: Forc Bragg Gls 4 UTMZent N o Outlet Little River Watershed i - � :� Coordinate SYstem: WG5169VTMZOne 17N o Basin p-27
e psi. R"ifU�I'e r �,
Storm Sewer ®Storage Area
- Bloswale
-Not assigned
�S}y�SP�' �'r� � •✓ � i'�' (
'r•�°7 r,� �Un 11` ry .``
.-�• - t'I
!
AboVegfountl BbfBge Tank —Road
Potan[IaIEnVHa rdSoUrna JS— Fence Line
COns[Yucted wellentl
DI/pond
O BBntl flltef
Underground
Raforonco Tabl.
❑�Dlesel MO-Motof 011 WWI,'�:
G-Gesollne VG- vegetable OIVGrease
,,
�� %" -
C 1�1`` • F'-'\���� ��f
4�" N a
Ou[fell Receiving Stream
Flow 01-11on BMIR Type
FOfebay
Inflltfatloft
-YVet pond
oO Uxed 011 HF-Hdreu lic Fluid JunMlen Box
JPe-JPS V-VarI�POL9
JP4 JPa JPto JPra
•��'i
r —
BIOYetentlOn
VNK-Vnknevm MS-Meterlaf Sbrepe
Figure 2.33 Site Map for Area A-21L
February 2015 86
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building A:2419a 2515, 2718, 2719, 2819, ° I l r zs I I I° I I I .Yards
Site Map Extent Indicator 3013, 3315, 3319, 3323, 3518 M.P Notes:
1 "0
Pre pan:d by . -A d81ne
Fna;—C Cate. 014
Data Uoume: FartBragg GIU Department
Coordinate SYaram, WGS 1864 UTMZone 17N
N 5OY impervious area within area(s) of interest
Ao Outlet Llitle River Watershed
o ...In A-05, A-13, A-04
offal, 161, 159, 158, 157, 156
1—wad-from southeast corner, inside area of
III
erest discharges to outfall 141
'.
Storm Sewer
®Storage Area
- 6'oswale
-Nat assigned
17
4}•t yew `�
F6o-ground Slgrage Tank
Road
— Constructed wetland Sandflter
Re----- Table
O Olascl MO:Mctor 011
j
WW::,,] - tl
Poter4lalErnHazard5ource
)f--)F Fence Lin.-
Cry pond
- Underground
3 G.-Ii— VC Vegetable OiVOrease Inlet
n -Oif OS -OR -spec Fuel
• ,}�.�, ,.ro,✓=
�~ •„
r�
Cutfall
Reing Stream Porabay
Receiving
We pond-yz
UO - Uead O11 HF - Hydraulic Fluid Junction Box
oil E-Empty
Mra
Flow Clrectlon
5101a Type
�Iiflltration
JPS - JPa V- Various POLS
JP4-JP4 JF10-JP10
- _ -ice :s�?
6ioreterdl,ui
UNK-Unknown MS- Material Utarage
Figure 2.34 Site Map for Area A-2M
February 2015 87
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75
I 1 3 I I I I I I I I I I Yards
Site MaD Extent Indicator Building A: 16 5 7 � ... ...... - � � Map Notes:
PreFarotl by Aacl6lnc.
rraParad data: 2014
.�f t Data source: Fort Brzgg GlS Department ■`A,1 50%Irn - -thin area (Interest
Coordinate Syslam'. WGS 1a 4 VTMZOne 17N ,V Pervious area wi (sl o
0 Outlet Little Ri— Watershed
utfall141
Legend
n1• storm sewer ®storage Area Bbewale Not asegned
' A1Adovegreund Storega Tank Read Constructed wetland Band flier Remranca Table
h•.- J3,s}ye. �'�, =`� .1... ❑-❑'esel MO -Motor 011
`�r�-ly'i Pate ttIdlEnVHuardSou— Feni Line Bry pond Urlderg—ld G -Gasoline VG-Veyeteble OiYGrease Inlet
Oil OS - Off�9peG Fu BI Luncklan Sox
'ii 0 •' "�)~�. ^'�"' Outfall Reoeii Stream Forebay _yygtpOntl UO-u 01 oil HF-Hydrnullo Fluid
-upe - POLS
y • .j�'I;j e•,1i`y�=.5 J, 1Nttt FCW DIRotlen 6MP TYPa nil tra110n 4K Jaial Unkncwn Ma- M UNrpl atarapa
Bionetertion
Figure 2.35 Site Map for Area A-2N
February 2015 88
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.7 SITE OVERVIEW - AREA C
2.7.1 Facility Description
Area C includes a network of 35 vehicle maintenance facilities and POL storage areas. The other
prominent industrial activities associated with this area are 14 wash racks draining to OWSs. Area C is
west of Gruber Road between Yadkin Road and Longstreet Road. Detailed locations of vehicle
maintenance activity, ASTs, and associated pollutant sources at Area C are illustrated in Figure 2.36
through Figure 2.42. Applicable structural controls also are illustrated, including ditches, storm drainage
systems, and OWSs. The map for this facility was modified based on field observations and review of
existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area C.
Building Numbers: C-3509, C-3510, C-3511, C-3513, C-3514, C-3515, C-
3820, C-4513, C-5719, C-5820, C-5916, C-5917, C-5918,
C-5919, C-6018, C-6117, C-7727, C-7729, C-7928, C-
8030, C-8128, C-8129, C-8324, C-8334, C-8433, C-8508,
C-8526, C-8607, C-8608, C-8625, C-8727, C-8834, C-
8928, C-9223, C-9925
Physical Location: West of Gruber Road between Yadkin Road and Longstreet
Road
Site assessment of this area indicates that storm -water drains form the industrial activities in this area flow
to Fort Bragg designated Outfalls 38, 39, 41, 42, and 43, which are located in the Rockfish Creek
watershed drainage area and Outfalls 80 and 82, which are located in the Outlet Little River watershed
drainage area. Only the outfalls associated with industrial activities are discussed in this chapter. This area
contains a complex storm -water drainage system. This complex system is presented through descriptions
of these areas that drain into each outfall.
The paved areas around buildings C-3509, C-3510, and C-3511 are sufficiently sloped so that drainage
generally flows to the northwest through a network of drains to Outfall 82. This outfall empties into an
unnamed tributary to McPherson Creek in the Outlet Little River watershed. The paved areas around
buildings C-3513, C-3514 and C-3515 are sufficiently sloped so that drainage generally flows to the north
through a network of drains to Outfall 82. The paved areas around buildings C-3820 and C-4513 are
sufficiently sloped so that drainage generally flows to the west to Outfall 80, which empties into an
unnamed tributary to McPherson Creek in the Outlet Little River watershed. The paved areas around
buildings C-5820, C-5719, C-6018, C-5917, C-5918, C-5919, C-5916, and C-6117 are sufficiently sloped
so that drainage generally flows to the northwest through a network of drains to Outfall 80, which has a
circular sediment trap used to control storm -water runoff pollution. The paved area around building C-
8508 drains toward the southeast through a network drains to Outfall 41.
February 2015 89
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
The paved areas around buildings C-8607 and C-8608 drain toward the southeast to Outfall 42, which
discharges into a stormwater control measure (C-144); a wet pond. The paved areas around buildings C-
8030, C-8129, C-8128, C-7928, C-7727, and C-7729 are sufficiently sloped so that runoff flows through
a network of drains to Outfall 39, which discharges to a stormwater control measure (C-145); a dry pond.
The paved areas around buildings C-8324, C-8526, C-8625, and west of C-8727 also drain through a
network of drains to Outfall 39. The paved areas around buildings C-8334, C-8433, and C-8834 are
sufficiently sloped so drainage flows toward the south through a network of drains to Outfall 38. The
paved areas around buildings C-8928, C-9223, C-9225, and east of C-8727 are sufficiently sloped so that
runoff flows south through a network of drains to Outfall 39. Both outfalls have an outlet protection
structure used to control erosive forces of runoff waters. Both outfalls empty into an unnamed tributary to
Stewarts Creek, which is located in the Rockfish Creek watershed.
2.7.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2. Z2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2. Z2.2 Outdoor Storage
Used oil and heating oil ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded.
2. Z2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance facilities. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries, and repairing
small equipment. Light maintenance is conducted at buildings C-3509, C-3510, C-C-3511, C-3513, C-
3514, C-3515, C-3820, C-5916, C-5917, C-5918, C-5919, C-6018, C-6117, C-7727, C-8030, C-8128, C-
8129, C-8324, C-8334, C-8433, C-8508, C-8727, and C-8834. All inside work areas are designed to
contain normal spills and prevent leaks from entering the stormwater drainage system. If spills are not
promptly cleaned up, materials could be transported into different areas or outside the building.
Area C has 14 wash racks that are located near buildings C-3313, C-3511, C-5719, C-7729, C-8334,
C8433, and C-8727. The wash racks north and west of building C-3313 are serviced by the oil/water C-
3313. This OWS drains into the sanitary -sewer system. The GC associated with building C-3313 is
equipped with an overflow outlet that drains into the storm -sewer system to Outfall 82.
The wash rack north of building C-3511 is serviced by OWS C-3511. The outlet for the OWS discharges
to the sanitary sewer and the GC is equipped with an overflow outlet that drains into the storm -sewer
system to Outfall 82. The wash rack located southwest of building C-5719 is serviced by OWS C-5719A.
The outlet for this OWS discharges to the storm -sewer system and Outfall 80. The wash racks (5) located
southwest of building C-7729 are serviced by OWS C-7729. The outlet for the OWS drains to the sanitary
February 2015 90
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
sewer and the GC is equipped with an overflow outlet that drains to the storm -sewer system to Outfall 39.
The wash racks (4) located approximately 100 feet northwest of building C-8735 are serviced by an OWS
located about 20 feet southeast of the wash racks. The outlet for this OWS drains to the sanitary sewer
and the GC is equipped with an overflow outlet that discharges to the storm -sewer system to Outfall 38.
The wash rack located south of building C-8727 is serviced by OWS C-9229. The outlet for this OWS
drains to the sanitary sewer system and the GC is equipped with an overflow outlet that discharges to the
storm -sewer system to Outfall 38. Table 2.23 lists the capacities of the OWSs and GC, as applicable.
Table 2.17 OWS/GC Capacity Summary
Location
Unit ID
Drainage
Materials
Receiving
Outfall
Drainage
Design
Area
Handled
Stream
Number
Area
Capacity
Activities
(sq ft)
(Gallons)
C3313
Vehicle
McPherson
C3313
POLs
82
2,500
660
(GC)
Maintenance
Creek
C3511
Vehicle
McPherson
C3511
POLs
82
900
25,000
(GI)
Maintenance
Creek
C5719A
Vehicle
McPherson
C5719
POLs
80
1,500
420
(OWS)
Maintenance
Creek
C7729
Vehicle
Stewarts
C7729
POLs
39
1,400
4,120
(GC)
Maintenance
Creek
C8735
Vehicle
Stewarts
C8735
POLs
38
1,400
4,400
(GC)
Maintenance
Creek
Vehicle
Stewarts
C8727
C9229
POLs
38
1,200
32,800
Maintenance
Creek
2.7.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area C that produce dust or particulate materials.
2.7.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.7.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
February 2015 91
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.7.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area C is contained in Table 2.24. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
L'A

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.18 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Loading/Unloading Areas
hydraulic fluids,
Outdoor
located throughout the
Unloading of vehicles/trailers to uncovered areas,
Yes
Yes
acids, metals, and
facility.
then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
facility.
with secondary containment.
unknowns
Used Oil ASTs are located
at buildings C-3509, C-
5719, C-6018, C-6117, C-
Used Oil ASTs are 280-gallon and 1,000-gallon
POL
Outdoor
8030, C-8334, C-8834, C-
tanks with integral secondary containment. Heating
Yes
Yes
8608, C-8727 and Heating
oil ASTs are 4,000-gallon and 6,000 gallon tanks
oil ASTs are located at
with integral secondary containment.
buildings C-8508 and C-
8727.
POL, antifreeze,
Fourteen wash
The wash racks drain to OWSs that discharge to
hydraulic fluids,
Outdoor
racks/drainage areas are
the sanitary sewer system with the GCs high level
Yes
Yes
acids, paints, and
located throughout the
bypasses draining to the stormwater collection
unknowns
facility.
system.
Tires and scrap metal
Tires and scrap metal stored on paved and unpaved
Tires and metals
Outdoor
storage located throughout
areas and not covered.
Yes
Yes
the facility.
February 2015
93
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.7.4 Significant Spills or Leaks
There was one reportable spill or leak reported to NCDEQ that occurred at this site in the last 3 years. The
spill consisted of 5 gallons of cooking oil, which occurred on December 30, 2011, at building C-2523.
There are no recorded activities of NSWD and no evidence of NSWDs. The visual observations conducted
in the study area are provided in Table 2.25.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. This plan is incorporated by reference
into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or at [phone].
Table 2.19 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 38, 39, 41, 42, 43, 80, or 82.
No evidence of spills or leaks was observed, adequate containment
HM Storage Sheds
- enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Used Oil ASTs/Heating
Small amount of spills were apparent. There was no evidence of
oil ASTs
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
tank.
All vehicle washing is done at the wash racks. GCs and OWSs must
Wash racks
be routinely inspected and serviced to function properly. All
Low
equipment appeared to be in good condition.
2.7.5 Stormwater Management Strategy
Stormwater management strategy consists of Baseline BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or PPMs and includes the following structural and non-
structural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
February 2015
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94

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.7.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.7.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.7.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area C include Wet Ponds, Forebay, Dry Ponds, and Bioretention Basins.
2.7.9 Additional Recommendations
Placement of spill kits throughout the facility will greatly enhance the ability of facility personnel to
rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits should be
placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas, and the
loading/unloading areas.
February 2015 95
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February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
96
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
J9°i'4O"W ]9°O'50"W ]9°0'0"W ]8°59'10"W J8°5H'20"W ]8°5]'30'W ]H'56'4U"W ]8'55'50'W JH"55'0'W
NTA17
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Fort Bragi, Installation Area
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Fort Bragg Area C o Fort Bragg Installation Area
Fort Bragg Building Area
FOR OFFICIAL NSE ONLY Fort bra Industrial Area
rnia man was aevaiopea using sgleasola ols aata provlaea 0 gg
by Fort Bragg. ASclS assumes no responsibility brtM1e accuracy — Receiving Stream P el�ra0 Data.. 2019 ot, or omissions In, the original data provided W — Fort Bragg
GIS Departmant ASo15 has updabd tM1is map to provi�approrimate Road Ueta £°urc¢Ft 6ragg GlS OeP'nrtrnent
neatlerm ei 1Me systems iden Mica ana evaluated during tM1ls study. Coordinate System'. WGS 1984 UTM Zane 1 ]N
Figure 2.36 Locator Map for Area C
February 2015 97
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

]9"3'0"W
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'2'40"W 79"2'20"W 79"2'0'W /9'1'40"W 79"1'20"W 79'1'0"W /9'0'40"W 79'0'20"W
Fort Bragg Area C Details
0 0.2 0.4
O 6 �1a � G1p '•1r' i '.: o � © p � Dp p0 vcn�vi � d �. -'E3 E} €3 sy4 .,, g
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4
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g
sa
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o
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o
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0 9W thing P,ep... d By: —IS
Recelving Stream IreP—d — 2014
0.8 Road Co__
o_ Sy'_ PLPrsgg4UTMZ.-17N Svnem F1 ,
m Miles
Figure 2.37 Detail Map for Area C
February 2015 98
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'2'40"W 79"2'20"W 79"2'0'W /9'1'40"W 79"1'20"W 79'1'0"W /9'0'40"W 79'0'20"W
Fort Bragg Area C Details
0 0.2 0.4
O 6 �1a � G1p '•1r' i '.: o � © p � Dp p0 vcn�vi � d �. -'E3 E} €3 sy4 .,, g
as
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4
Al
g
sa
q 000i a m, .� Q 4 Q D op o 0o„'a�00 °r'4 alo°
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�9
¢ r� ova bpi
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p o © f� �
77
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o
-=IDEl
o
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Legend
A S'I L.G 0
0 9W thing P,ep... d By: —IS
Recelving Stream IreP—d — 2014
0.8 Road Co__
o_ Sy'_ PLPrsgg4UTMZ.-17N Svnem F1 ,
m Miles
Figure 2.37 Detail Map for Area C
February 2015 98
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building 18324, 8526, 8625,8727, ° 1 1 1 2.
51 r 1 i°. 1 1 i51 .; (Yards
Site MaD Extent Indicator 8928, 9223, 9225 7 NUM aP No,ea:
N
- ie�Fy Prepared by AScl6lnc
!i Prepared ale: 2 14
' ggS,R° 4 '+ Data Source: Fort Bragg GIS Department
C—d-le5yslem: WC51894 VTMZone 17N 60%impervious area within area(5)0f interest
7. �t- o Rockfish Creed Watershed
1� _{�'•`" yam. Legend D.1fallis 99, 99
a
Storm 6evrer am OutFall BMP T\'K � Not assigned
`J
Aboveground Storage Tank Flow Direction � Sand filter
.yiJ/3i*� Biostvale
PotentiaiE1Haiard6ource ® Storage Ar® tJnderground aererence Tahle
'y �•e � / "���' ❑-""'1 MO O -MatoF il
Iona JCted-.Hand Inlet
.� •a\. %4 ,rg^a ._1 Wash Rack -Road -Wet pond G-Gasoline VG-vegebble OiuGrerase
0-oil as -OR -Spec Fuel Jr—itn Box
Grit Chamber J(—�E Fence Llne D y pond uo - used oil HF - HyJr-k Fluid
p, r 42-42 Oil E-Empty
1 _ Foreb iy JP8 -JP8 V- Various POLS
f� .�,.I�n- • Oil Water Seperi Rez—'g"ream JP4K JP4knovm MSO Ma etral Stoage
Figure 2.38 Site Map for Area C-2A
February 2015 99
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
1 11 hill III I I I Yards
Building C: 8508, 8607, 8608
N
' "e•� Pre OwedbyA.Islnc.
y 1 •, Prapim., We 2014
Cwrulnete 9YiVVOS 1894 u1 w:, l;r.
+ad EO% hnparvlow ane wlthlp ana(a) yr lint enat
Rkfih C11
Leaend
li ��1,��N�" ,� " "."^� T. Rock W.—hed
'•e�tR-,'ma's"+ F .11MI s 90, 45, 44, 43, 42, 41, 40
_91
•
Storm 5awer
r� Oulfall amp Type
=Not asalgrad
Jeiq"'
„fi 1 '�+ 4l'P[•" r'�
•?1 �`• 'y�^�•F -
a
Aboveground Storage Tank
eioreten[ion
Flow Dlrectlon
�5andrllter
4 �, �, j,}� "•""
1y
}�(
Pc1elRil�nv,4azartl6ourca
6loawale
®6lorage Area
JndargrpUnQ
RMennee Tali
� � 3�. ��"�
•I'�.,•; ', --_kr.rr!
Wash Rack
i C4natruoteb wetlanC-
—Road
VVet poM
00�Cleeel MC Motor Cu Inlat
G-Gamllne VG-Veaebble OillGrease
II��1r 'ey jy•
'He• a•c'Y;YAa, j
9
Grit Chamber
�--df Fen4a Line Cry Pond
Forebay
O Oil OS - Off -sr — Fuel JunetlUn 9Va
02 2011Uili 011 HF Empty is Fluld
47 - M7 011 5 Empty
aP4. JPa v. vonoua aovs
f E
9II NRter 6eperator
� Receiving stream
Intiltratien
,Ipq.�pq JP10-JP10
UNK-1nkno--Materia151orage
Figure 2.39 Site Map for Area C-2B
February 2015 100
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building C: 7727e 7729, 7928, 80301 ° , , f2i ;°, ;yards
Sit. Mp ExtentIndicator 8128e 8129e 8834 ap Notas:
50% impervious area within area(s) of interest
C[[//�--- •f p` n - N o Rockfish Creed Watershed
Prepared by'. Mail Ina. utfalls 99, 39
L Pre➢ared date', 20 f1
• °'- ; '. Data Source: FortO agg GIS Department Pretreatment r tment devices from 7720 receive. epprtl Himetel
�a �` '• •''�- >°"' Coardlnete 8yetem'. W001M UTMZon• 17N 460 sgft of discharge from C7729 B-E
-
It>,Pretreatment devices C8798 receives epproxlmatel
f't�•'�l� �� 4^•;,_Legend 1400 sgft of discharge from CB735 A-D
• p� a. Storm $ewer am Cuffell amp Type IJotaeeigned
P'• d (1'-}1l w _ elore[en[ion
Abevegrautld Storage Tank Flow Diri,man LJ s,nlfiltc,
lug+•,••re le
u 0 r •a• ."����? y'+ "'ni! 1k[ POtaM tllEnvHU%rtlStlUYCb ®5ttllagtl Alba Untlbrgrouhd RNeNnoe Tahle
.y 'off.• �A`--�.�.M1
Cansrruoted wetland OG0leda,oline .a VG - MO -Motor Cll Inlet
I "'• ,�.;-- ' Wash Rack —Road -Wet po 1 -Vegebble OiaGrease
„� '•�. gi; o.oil Os. on.Spec Fuel
Grlt Chamber Fence Line Dry pond ua-
—doll RF-Ryar.uuo Fluid Junotlon 9oK
iR-a3 O11 E-Empty
Jpe - JPB V. Various PDL9
— F°rabay
t y" • OR Water Beperetor Raoelving Stream JN . JFd MS dP10
a ,�'"6� _ Inflltra{ion UNK Unknown M9 Maleria!$brepe
Figure 2.40 Site Map for Area C-2C
February 2015 101
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building Q 5 719, 5820, 5916, 59179 ° I l r 25 I l r 50 r l75
l Yards
Site Ma Extent Indicator 5918, 5919, 6018, 6117 NSM ap Notes:
y ry Preperetl W'. AScl6lnc-
pp S §&. Pre d date 201d ':apervious area with! (s) of im thin areaint¢rest
� ii , � `N ;'= y, �. Veta Source: Port6ragg GlS Capertment o Outlet Little R-r Watershed
"", ,..� . ul' T Coordinate 6Yslem: WG51694 VTMZane 17N
t ttU_r `�� 1 •"�SrE ♦_. ulfalls 00
�'i1.i.:.� .:•�'.c*�'�:r:-all Lwnand rY Pond 6eain C-042
-• .�Vlv �.,',ti
Storm 5ewer
am Outfell
amp Type
-Natassigned
n
of �P '• : N° r �.' 't
Amvegmund storage T nk
Flow oireneion
eloreternlon
sand rater
Vu:
y-f
PO[emalEMH—d9ource
Wash Rack
storage Ar.
— Road
Qii
Ct)ne[rUOted WBtIanQ
Und.irgound
-Wet
Nererence Falls
G Oleiel MO -Motor Oil
Wirt
G-Gaeallne VG-Vesekble OlkGreare
•
\V _I e� j ',•
pond
-
0Oii Oa-9e-apec B
Fuel Junctlan ox
"r,�r F • " -�� �j
Grit Chamber
k—�F Fence Line
Off' Pond
UO - llaetl DII HF - Hytlraulic Fluid
N -n 011 E-Empty
.�
Forebay
JP8-JPB V. Various POLS
1L^
/
•
OIIWater Separator
Receiving Stream
JPd.JPa JP1n-JP9B
UNK Ma
.F a 1�..-'
_Infiltration
- Unknown - Melerial S-0.
Figure 2.41 Site Map for Area C-213
February 2015 102
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
C3316 F�/
�133171/w 17
C3313
C-3611-MS AOil. C3315R-
C-3609-M6-A ' C73138 , to,
* A.
_ C9O11 '� 1700agtl
BAs. U1,F �useaoa F
C3313 J C3517 1
C3313A l
1400a a �j C-�yy��ylyysyyyy
,9005gTt
}} V C3515 �AV , r
141 , C3514 I Q� !
JP6 `
e,3617 C.U12
.
A
pU, ed OA •V ,C3612 . �e T NR.; w� "
r� MN.
0V510 � 351i
•C35U9 �V� �• y0--3514-MS-C
e�C-3514-MS-.4 d �r
"'ffAff �
C-3514-MS-B..
r l•
C3820 WOO
00
Niaai SA
Pip
i � �' . � 4 � �, � ;• � � ,•ram, h�a� �i' �
•1' �
�► ' Rr �j6
�'•C-3609-M5-c , � -
flop
C4613
M C-3509-M6-B
Mal 04710
1�
04818
71
Building C: 3509, 3510, 3511e 3513, ° 25 , �° �5 ; °° ds
5@e Mali I Indicator 3514, 3515, 3820, 4513
w
)jJ Map Notes:
N
P2parad by A8cI51nc_
h Pre pared Mt. ', 2014
ii�1 9`1l ? C. '. Data Source. Fonerapp018 Department 60% Impervloue ao Outlet Little River Watershed
m wlthln arne(a) of fntenat
oa
cminw eyatem, WOO 1894 UTMTcne 17N
1.gt1- �'Le end .Yells 80, 82
Storm 9-111 im 0uife11 Bt4P Type Ncteeii
0= ti — eloretaraloe
Aboveground 94orege Tank Flaw DrtettlOn � 9and filter
ee `'`• <:����� v^_ 1-y! FoternialEnvHazerd6auree ®Btorege Area — Eloawele - Underground aer.nnee Tepl.
N i
1} D Oleeel MO - Malor OII
Conetruoted wetland Inlet
k e� y;;rr. ^• _ I_ Wash Rack —Road -Wet pond G-Gavollne VG-Off-S,le OlVGreaw
0.O1 OS-Off-,u Fuel '?Junotian Bax
.„ `-n•• Dry papa uo-uaaa011 MF-Myaraurc FNia
+' � !'!r j � Grit Chamber N--'K— FORCe LIne s2. #3011 E•Empty c
V- JPo - JPO Vanow POLO
• OII Water Separator Recelving Sire am—Forabey Jp4-Jp4 JP10. JP1d
UNK- llnknavm MS M®terial5raiege
Figure 2.42 Site Map for Area C-2E
February 2015
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103

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.8 SITE OVERVIEW - AREA D
2.8.1 Facility Description
Area D includes a network of 17 vehicle maintenance facilities and POL storage areas. The other
prominent industrial activities associated with this area are 33 wash racks draining to oil water separators.
Area D is located south of Gruber Road between Reilly Road and Canopy Lane. Detailed locations of
vehicle maintenance activity, ASTs, and associated pollutant sources in Area D are illustrated in Figure
2.43 through Figure 2.49. Applicable structural controls also are illustrated, including ditches, storm
drainage systems, and OWSs. The map for this facility was modified based on field observations and
review of existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area D.
Building Numbers: D-1412, D-1511, D-1826, D-1926, D-2024, D-2039, D-
2065, D-2136, D-2165, D-2235, D-2240, D-2337, D-2338,
D-2340, D-2450, D-2563, D-2564
Physical Location: South of Gruber Road between Reilly Road and Canopy
Lane
Site assessment of this area indicates that storm -water drains from the industrial activities in this area flow
to Fort Bragg designated outfalls 7, 8, 9, 11, 34, 35, 84, and 103 all of which are located in the Rockfish
Creek watershed drainage area. Only the outfalls associated with industrial activities are discussed in this
chapter. This area contains a complex storm -water drainage system. This complex system is presented
through descriptions of these areas that drain into each outfall.
The paved areas around buildings D-1412 and D-1511 are sufficiently sloped so that drainage generally
flows to the south through a network of drains to Outfall 11. This outfall empties into Beaver Creek and
contains an outlet protection structure and a concrete lined ditch used to control erosive forces of runoff
waters. The paved areas around buildings D-1926, D-1826, and D-2024 are sufficiently sloped so that
drainage generally flows to the south through a network of drains to Outfall 9. The paved areas north of
buildings D-2235, D-2240, and D-2337 are sufficiently sloped so that runoff flows through a network of
drains to Outfall 8. The paved area south of building D-2340 and around D-2240 is sufficiently sloped so
that drainage generally is to the south to Outfall 103. The paved areas south of building D-2235 and around
buildings D-2338, D-2039, and D-2136 are sloped so that runoff flows through a network of three drains
to Outfall 7. The paved areas around building D-2450 are sufficiently sloped and curbed so that drainage
generally flows to the south through a network of drains to Outfall 84, which has a circular sediment trap
used to control storm -water runoff pollution and an outlet protection structure used to control erosive forces
of runoff waters. The paved areas around buildings D-2065 and D2165 are sloped so that drainage
generally flows to the west through a network of drains to Outfall 34.
The paved areas around building D-2564 are sufficiently sloped so that drainage generally flows to the
east through a network of drains to Outfall 35, which has an outlet protection structure used to control
February 2015 104
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
forces of runoff water.
2.8.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.8.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.8.2.2 Outdoor Storage
Used oil ASTs and Heating oil ASTs are located throughout the facility. All ASTs are required to have
secondary containment and must be grounded.
2.8.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance facilities. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries, and repairing
small equipment. Light maintenance is conducted at buildings D-1412, D-1511, D-1826, D-1926, D-2039,
D-2065, D-2136, D-2165, D-2235, D-2240, D-2337, D-2338, D-2340, D-2450, and D-2564.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
Area D has 33 wash racks and associated OWSs. The 4 wash racks located east of buildings D-1511 and
D-1412 are serviced by OWS D-1410 located east of building D-1412. OWS D-1410 drains into the
sanitary -sewer system with the associated GC having a high level bypass that discharges to the storm
sewer system. The 9 wash racks located south of building D-1824 are serviced by OWS D-1824 which
drains into the sanitary sewer system with the associated GC having a high level bypass that discharges to
the storm sewer system. The 2 wash racks located north of building D-2235 are serviced by OWS D-2235
located northeast of the building. OWS D-2235 drains into the sanitary sewer system with the associated
GC having a high level bypass that discharges to the storm sewer system. The wash rack located west of
building D-2539 is serviced by OWS D-2539 located north of the building. OWS D-2539 drains into the
sanitary sewer system with the associated GC having a high level bypass that discharges into the storm
sewer system. The wash rack located south of building D-2650 is serviced by OWS D-2650 located east
of the building.
OWS D-2650 drains into the sanitary sewer system with the associated GC having a high level bypass
that discharges into the storm sewer system. The wash rack located north of building D-2450 is serviced
by OWS D-2450 also located north of the building. OWS D-2450 drains into the sanitary sewer system
with the associated GC having a high level bypass that discharges into the storm sewer system. The grease
racks located north of D-2154 are serviced by OWS D-2154 located west of the building. OWS D-2154
drains to the storm sewer system. The 14 wash racks located southeast of building D-2564 are serviced by
OWS D-2561A located east of the building. OWS D-2561A drains to the sanitary sewer with the
February 2015 105
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
associated GC having a high level bypass that discharges to the storm sewer system. The wash rack located
northwest of building D-2367 is serviced by OWS D-2367 east of the building. OWS D-2367 drains to
the sanitary sewer system with the associated GC having a high level bypass that discharges to the storm
sewer system. Table 2.27 lists the capacities of the OWSs and GCs, as applicable.
Table 2.20 OWS/GC Capacity Summary
Location
Unit ID
Drainage
Materials
Receiving
Outfall
Drainage
Design
Area
Handled
Stream
Number
Area (sq ft)
Capacity
Activities
(Gallons)
D-1412/D-
D-1410
Vehicle
Rockfish
POLs
11
1,200
700
1511
(GC)
Maintenance
Creek
D-1824
Vehicle
Rockfish
D-1824
POLs
9
2,700
1,200
(GC)
Maintenance
Creek
D-2235
Vehicle
Rockfish
D-2235
POLs
8
4,600
1,200
(GC)
Maintenance
Creek
D-2539
Vehicle
Rockfish
D-2539
POLs
8
3,000
1,200
(GC)
Maintenance
Creek
D-2650
Vehicle
Rockfish
D-2650
POLs
84
6,500
1,500
(GC)
Maintenance
Creek
D-2450
Vehicle
Rockfish
D-2450
POLs
84
1,800
260
(GC)
Maintenance
Creek
D-2154
Vehicle
Rockfish
D-2154
POLs
84
Grease Rack
285
(OWS)
Maintenance
Creek
D
Vehicle
Rockfish
D-2564
2561A
POLs
35
4,200
1,500
Maintenance
Creek
(GC)
D-2367
Vehicle
Rockfish
D-2367
POLs
34
3,800
7,500
(GC)
Maintenance
Creek
2.8.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area D that produce dust or particulate materials.
2.8.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.8.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
February 2015
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106

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.8.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area D is contained in Table 2.28. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015
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107

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.21 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Loading/Unloading Areas
hydraulic fluids,
Outdoor
located throughout the
Unloading of vehicles/trailers to uncovered areas,
Yes
Yes
acids, metals, and
facility.
then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
facility.
with secondary containment.
unknowns
Used Oil ASTs (7) are
located near buildings D-
2564, D-2065, D-2450, D-
Used Oil ASTs are 1,000-gallon tanks with integral
POL
Outdoor
2035, D-2024, and D-1511.
secondary containment. Heating oil ASTs are 500-
Yes
Yes
Heating oil ASTs (5) are
gallon (1), 2000-gallon (3), and 3000-gallon (1)
located near buildings D-
tanks with integral secondary containment.
1926, D-2450, D-2340, D-
2235 and D-2039.
POL, antifreeze,
The wash racks drain to OWSs that discharge to the
hydraulic fluids,
Outdoor
32 wash racks are located
sanitary sewer system with associated GCs having
Yes
Yes
acids, paints, and
throughout the facility.
high level bypasses that discharge to the storm
unknowns
sewer system during high flow events.
February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.8.4 Significant Spills or Leaks
There has been one reportable spill or leak reported to NCDEQ that occurred at this site in the last 3 years.
The spill consisting of 25 gallons of diesel fuel occurred on February 27, 2013, at building D-2564. There
are no recorded activities of NSWD and no evidence of NSWDs. The visual observations conducted in
the study area are presented in Table 2.29.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. This plan is incorporated by reference
into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.22 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/
No evidence of spills or leaks was observed. No secondary
containment is provided. A spill of materials during unloading could
Low
Unloading Area
drain to outfalls 7, 8, 9, 11, 34, 35, 84, and 103.
No evidence of spills or leaks was observed, adequate containment -
HM Storage Sheds
enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Used Oil ASTs and
Small amount of spills were apparent. There was no evidence of
Heating oil ASTs
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
tank.
All vehicle washing is done at the wash racks. GCs and OWSs must
Wash racks
be routinely inspected and serviced to function properly. All
Low
equipment appeared to be in good condition.
2.8.5 Stormwater Management Strategy
Stormwater management strategy consists of Baseline BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or PPMs and includes the following structural and non-
structural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
February 2015
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109

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.8.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.8.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.8.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area D include Infiltration Areas and Bioretention Basins.
2.8.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas,
and the loading/unloading areas.
February 2015 110
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February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
111
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Fort Bragg Area D Fort Bragg Installation Area
Q Fort Bragg Naoaiog area
FOR OFFICIAL USE ONLY
This map was developed using 2012 & 2U13 GIS data prodded O Fort Bragg Industrial Area
bry Fort Bragg. ASc15 assumes no responsibility for the accuracy Prepared By: —S
onglnal tlafa provldetl Uy the Fort aragg Receiving Stream reparetl .ete' 2e11
GIS.epaldmenL�A5tpl 5 has updated th is map m provide apv�ximate Road Ua[a source: FL.rage Gl s Department
Ipcaticns of the systems identwiietl and evaluated during this study Caordlnate System: — 1— V TM Zone —
February 2015
Figure 2.43 Locator Map for Area D
112
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'1 O'W 79'0'40"W 79'0'20"W 79"0'0'W 78"59'40'W 78'59'20"W
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Fort Bragg Area D Details
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0 0.15 0.3 0.6
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Miles
February 2015
Figure 2.44 Detail Map for Area D
113
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f .-W
Storrawater Pollution Prevention Plan (SWPi
Fort Bragg, North Carolina
='pi
L 1 VIM,
are b� j fAw
4
_rv....PPP. A�I,Wjr �2664.
■ '''f' ff rr VV�
'� � f3 11 f i . � 1 ✓'� r D2563`'# lJ-d Oil ' e
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..
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r
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Building D: 1864, 1865. 1966, 1967. 2065,
° 5o 71
. . f t I (Yards
Site Map Extent Indicator
�
2165. 2262, 2269,
2367, 2368,
2462,
Vl.p Notes:
4
x�
-'• 2561, 2563,
2564r, 2664
N
60%impervious area within area(s) of interest
3.}}7 p Qfl
i 31� N
Prepared by: A6cIs Inc.
WS 02561 A receives approximately 4200 sgft
f discharge from washracks D2561 A-N.
�. •�:=' '+L••....»- 1
'»-'r .`-�' 1 k^r'`-ajA :b
PrePared date: 2019
.ter' Date source: Port erepp ol3 Department
WS D2367 receives approximately 3800 sgft
° '�•�_ ;, 1 ysy T•,G;"i
- a `��
coardlneta evalam WG81684 VTMZcne 17N
dischar f a from waehreck D2957
9
Rockfish Creek Watershed
� :'#•?L'-
Le end
o
o outrana 34, 35
- + e
Stcrm Sewer RP Outfall
sMP Type
- Nat assigned
°
f � ^+t - ((a
(� 1 �"C•
� Aho°aground 6brage Tank Flow Oire.y
i.,��
Bl oawale
� band filter
<:y��;�
h-1[ PoteralalEnvHazard6ouree ®6lorage Hrcu
- Underground
Retennee Table
✓
Wean Rack Road
OonetruMeC -,,land
Wet Pend
P-Diesel MO -Motor Oil Inlet
a-Derollne VG- VeaeteelealliGresre
D-On 06-OR-6pee Feel
�F
- Dry pond
-uses oil RF-vaydrsauc Plaid Junction eax
Grit Chamber Fence Line
•Forebay
Oil Wate, Separator Receiving
Stream
IIIIIIII■ Infllhatlon
s2
e2. z2 o11 E.EmIxY
JPr -JPS V-Verb.. POLS
JPG-JP4 JP1n-JP1n
UNK-lJnkn—M9-Matarial6tarepe
Figure 2.45 Site Map for Area D-2A
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
114

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75 100
. 1 r t. 1 t t. i t 1. t. 1 1 Yards
Site Map ExtentIndicator
Building
D: 2450,
2153, 2154
l) e�
: r
2255, 2650
Mi.pNotea:
P2garad by_AScl5Inc -
AA,,," / j•,�:�1. ti ' i ....- :.. t r
PrePared °at®', 2 14
[)eta 8curce: Fan 8ragp Gl i D,.p,—,.,f
5a"/„irnpei viou�a rea within area(e` of interest
1^e .,
�.14
coordinate System: WGS 16g4 VrMLane 1/N
° Rockfish Creek Watershed
!.i
Legend
r. outfalls 38, 84
storm sewer
Outlall
OMP Type
Nct aselgnetl
i �.•^
Aboveground Storage Tank
Flaw Vkectlon
- eioreteraion
� Sand filter
olE,H.e,dSource
Pta t1a
Storage Area
®
- aioawale
-
Untlarground e.fera"ca Table
/•
Wash Rack
Roatl
Constructetl wetland
-VVet pond
MO Ma[orbInlet
❑ Olaval G-Gasoline VG-Vegetabile OillGreese
as-Oydr-,c Feal
ory pond
Junction Box
Al Flula
Grit Chamber
• Oil Water Seperator
x—�F Fence Line
Recervi ng Stream
_ FOrabay
*2-#2011 E.ptyeuuc
#7 #I CII E iirl—
JPB JPB V. Vrrl°ue POL6
JP4-JP4 JP10-JP10
hhlnatinn
VNK-llnknovm MS -Material Storage
Figure 2.46 Site Map for Area D-2B
February 2015 115
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
D2642 ;° VP
3,DDD sgft - �}18"� @• • ■ r D2435
2,300
iC Used Oil
� Us4 /
DE
Heating o-2335
_
� � D23aD oil � I. / 1HeaRnD
yall
D233B I LI.�• Oil
UO ifl
'{ b. JPa JPB V D2235 ~
f Ue. e:d Oil
f ff r
�� - / r•T'. � Used Od ■
14 D2240 �� ��� 1 '7HF_jW
rr�
�� 1 — Heatiny D.K $
.i' oil �Uead Oil 02138
Q y
4 4 ,�� DZD3s, I' r i�� 6■
off 4 A. j� u
[ 223�MS-41 �fl
3
44 . R !
11r1
,,
A!
Building
D: 2039, 2235,
2236, 2335, 2336,
°
1 1 1ZIjf 115I01 1_L7Yards
Site Map E:tantlndieatOr
2340,
2435, 2536, 2537,
2539,
264
MapNotes:
:r
®�,
A
Pre aered bv. ASCI$I,..
1
} r'tt,
Prepared Rate' 2U14
Data5ource Fortaragg GlSMepartment
Coordnate Syii— WGS 1894 UTM2ona 17N
50°/, Irnpervlous area v,irlhiin areas) of interest
Rockfish Creek Watershed
Leal
o outfalla 11 7
storm sewer
am outrell
BMP TM
Nntaealgned
r
i
Aboveground
Storage Tank Flaw Clrectlon
eioretention
CJSantl filter
l =:,L :•'y�atrt
Prnan<IalErnHazard9ource ®Storage Area
- Bioswale
-Underground
r+_ ere„cn Tauie
2
_ Wash Reck
Road
- COn&ucted welan0
-Wet pond
❑ r�leeel MO-Meier0br Inlet
D. r;aeoline VD - Vegetable OillOaeve r
OS -OR -Spec Fuel
r.+ •,,
Grit Chamber
J(�F Fence Line
Cry pond
JC- .Junp[ian Bo,
VO -Used Oil NF - Hydraulic Fluid
R2-i2 OII E-EmaN
. Oil Water Separator Receiving Stream
Forebey
JPB -JPS U- Various POLs
JP4 �JP4 JP10�JP10
1�
t 7 I�fIItr91i0Y1
VNK- U,kn,w M9 Matarlalill.la e
Figure 2.47 Site Map for Area D-2C
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
116

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
OW YUWWR
h r
W
1 91L f
ra � •
Mot
I
I■� r� � Isedo�l
A p 'r/pj�7�y"�^/�'!(yy�t r92O26G�Us«I04166�0S
Dzszs
A_ A 1 i .Y D1824
"D1924
D'1926 Nesting_
%• 4 ��/�, oil .+. D1824A
e A �/� � D1824a
�AN
L;I�•• Ij D1882240
..r- TZr�. • D1824D
::- 824F
Building D: 1727,
1826, 1926e
2550
° iYards
I t t III I I I
Site Ma Extent lndicatcr
2042, 2026,
2126
\`4.'
--:.;..;�ij u�� j Ma _t.
Prepared by. Ascls lnc
"" '°';'i i. a_••- �^""' t
t
Prepared date'. 2011
50%impervious area within area(s)of interest
o Rockfish Creek Watershed
�• 3'-` i '+ fjA:y`
�r
�• 4•'.jr0, =y r�; eu . �+�'I'
j. `,*
Urte Source: Fart Bn0001S Department
Cwrdlnata System', WG81894 UTMZcne 17N
o Outfalls B, 8
WS D1824 2,TDO
t�,..,� p,. ��a, "
e :
Legend
receives approximately sqH
f discharge tram wi shracks D1824 A -I
is
Storm sewer ;W outfell
Ill Type
-Notaselgned
,tied' s
Aboveground Storage Tank Flaw Direction
Dlareterslon
5antl filter
j •mJ(�
•"'
Pole MlalErnHazard9ourca ® Storage Area
Q6ioswale
- Underground ae/ere..I Table
�,'"�-
_ Wash Rack Road
Canan'ucted wetland
Wet
D Dleeel MO -Min 0'J Inlet
G-Gasoline VG- Vegetable GikGrease
t✓ ,,
Grit Chamber N- Fence Line
Dry pond
pond
0-Ok 0.5-Hyde ec Fuel Junction Uoz
UO Used Oil EWydreullc Fluid
•ForebBy
oil Water Separator Reaelving Stream
Infiltration
E-
e2-X2011 E-Empty
JP4-JPB J"I"-oue POL9
JP4-JP4 JP1l)-JP10
UNK- U,knavm MS - Material Sicre
Figure 2.48 Site Map for Area D-21)
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
117

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building D: 1412, 1511, 1610, L r r r 25 r I r 5Ysrds
61* Ma Extent Indicator 1611 1 % 13
�k•u 4 , c11 n �tY-_- } Plap Natea:
r"- rs� 6`�: ate.•., i!I• •. A
IaT'
F •a •� '""ppp;; `
,,,, - r i , r W. ,
'tt' �FY f'r"v. 7i'o . �r•Aa'k.
WW
ProPmd date 2014Inc.
Pr•yand Wb. pia
Cw,source:Fort Bragg als$apartment
cccmtest. EyI•m: was fBeNTMZarn 17N
tlR. kfi.h lou■ area within arse{s) of Inbnd
o Rockflsh Creek Watershed
o0utf14 fi
WS .h.,g ragelvee eppraa D1410 A-D aqR
idlooharge barn weshrscka 01410 A•O
6trm Bower
rim Oultall
9MP Type
_ Natanignad
�• r' � ^+.,,'����'g
!! Fhoveground Storage Tank
Flaw Direction
� Sentl filter
••ly,r 1
lkC PolarrtialEnvHazprd6ource
®6to1a9a Area
-Underground
Rtlenne•Tenu
--
i Wash Rack
Read
_ Canstruoted wetland
-
Wet pond
� � Clsnl MC • Mator CII Inlet
0 G..11ne WO � ValliOlkGreaee
.r ��•�
Grit Chamber
Fence Line
Pond
anyUQ
- OR -Spec Fu•I JUn d" BON
- HF
VO U••a OII MF E Hygr•uiio Fluid
•Fgr►bay
OII Water tieperster
� Receiving Stream
07.#20II E-Empry
JPa JPa J 1O-Ji'POL9
JP4-JPa JP1g-JP1a
Inflltreltlen
UNK-Unknown M9 M.terlaltini
Figure 2.49 Site Map for Area D-2E
February 2015 118
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.9 SITE OVERVIEW — AREA E
2.9.1 Facility Description
Area E includes a network of six vehicle maintenance facilities and associated POL storage areas. Area E
is northeast and southwest of the Yadkin Road and Canopy Lane intersection. Detailed locations of vehicle
maintenance activity, ASTs, and associated pollutant sources at Area E are illustrated in Figure 2.50
through Figure 2.54. Applicable structural controls also are illustrated, including ditches, storm drainage
systems, and stormwater control measures. The map for this facility was modified based on field
observations and review of existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area E:
Building Numbers: E-1978, E-2576, E-3556, E-3564, E-4052, E-4166
Physical Location: Northeast and southwest of the Yadkin Road and Canopy
Lane intersection
Site assessment of this area indicates that stormwater drains from the industrial activities in this area flow
to Fort Bragg designated outfalls 46, 48, 50, 71, 72, 104, and 112 all of which are located in the Rockfish
Creek watershed drainage area. Only the outfalls associated with industrial activities are discussed in this
chapter. This area contains a complex stormwater drainage system. This complex system is presented
through descriptions of these areas that drain into each outfall
The paved areas on the west and south of building E-1978 are sufficiently sloped so that drainage flows
toward the south to Outfall 48. The paved areas to the north and east of building E-1978 and the southwest
of building E-2576 are sufficiently sloped so that drainage generally flows to the south through a network
of drains to Outfall 104. The paved areas to the northwest of building E-2576 drain to Outfall 50, which
drains into stormwater control measure E-01, a dry pond. The paved area to the southeast of building E-
2576 is paved and sloped so that drainage flows through a network of drains to Outfall 46. The paved
areas around building E-3556 are sufficiently sloped so that drainage flows to the southeast through a
network of drains to Outfall 72. The paved areas around buildings E-3564 and E-4052 are sufficiently
sloped so that drainage flows to the east through a network of drains to Outfall 71. Outfall 71 drains to
Big Branch Creek, which is located in the Rockfish Creek watershed. The paved areas around building E-
4166 are sufficiently sloped so that drainage generally flows to the north through a network of drains to
Outfall 112, which drains to Big Branch Creek. That creek is located in the Rockfish Creek watershed.
2.9.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.9.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
February 2015 119
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.9.2.2 Outdoor Storage
Used oil ASTs and Heating oil ASTs are located throughout the facility. All ASTs are required to have
secondary containment and must be grounded.
2.9.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance facilities. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries, and repairing
small equipment. Light maintenance is conducted at buildings E-1978, D-2576, E-3556, E-3564, E-4052,
and E-4166.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
No wash racks or OWSs located in Area E are connected to the stormwater system or drain directly to the
waters of the state.
2.9.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area E that produce dust or particulate materials.
2.9.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.9.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.9.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area E is contained in Table 2.31. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015 120
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.23 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Loading/Unloading Areas
hydraulic fluids,
Outdoor
located throughout the
Unloading of vehicles/trailers to uncovered areas,
Yes
Yes
acids, metals, and
facility.
then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
facility.
with secondary containment.
unknowns
Used Oil ASTs are located
south of Bldg. E-1978,
northeast of Bldg. E-3556,
northwest of Bldg. E-4052,
and located east of Bldg. E-
ASTs are 500-gallon, 1,000-gallon, 2,000-gallon,
POL
Outdoor
3564 and Heating oil ASTs
and 3,000-gallon tanks with integral secondary
Yes
Yes
are located north of Bldg.
E-1978, west of Bldg. E-
containment.
2576, North of Bldg. E-
4166, south of Bldg. E-
3564 and east of Bldg. E-
4052.
February 2015
121
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.9.4 Significant Spills or Leaks
There was one reportable spill or leak reported to NCDEQ that occurred at this site in the last 3 years. The
spill consisted of 250 gallons of diesel fuel, which occurred on January 7, 2013, at the intersection of
Canopy Lane and Yadkin Road. There are no recorded activities of NSWD and no evidence of NSWDs.
The visual observations conducted in the study area are presented in Table 2.32.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. This plan is incorporated by reference
into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.24 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 46, 48, 50, 71, 72, 104, and 112.
No evidence of spills or leaks was observed, adequate containment
HM Storage Sheds
- enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Used Oil ASTs/Heating
Small amount of spills were apparent. There was no evidence of
oil ASTs
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
tank.
2.9.5 Stormwater Management Strategy
Stormwater management strategy consists of Baseline BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or PPMs and includes the following structural and non-
structural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
122

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.9.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.9.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.9.8 Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area E include Dry Ponds, and Bioretention Basins.
2.9.9 Additional Recommendations
Placement of spill kits throughout the facility will greatly enhance the ability of facility personnel to
rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits should be
placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas, and the
loading/unloading areas.
February 2015 123
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February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
124
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'1'40'W 79'0'50"W 7910.0"VJ 78"59'10'W 78'58'20' W 78157301W 78'58'4 78'55'50W 78'55'0"W
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rnK map was tl.v.lep.d esmg x0a xra cls aau am•Itl.a 0 Fort Bregg Intlu.tnel Area
by
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199A U7M 7... 17N
Figure 2.50 Locator Map for Area E
February 2015 125
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79 °1' 20"W 79"1'0' W 79° 0'40"W 79°0'20"W 79 °0' 0"W 78°59'40"W
m P
a --a
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Legend
Fort Bragg Area E Details Z" RE�Ildi�gA—
PU116n9 —pared By —IS
— R""'ing Stream repared Date Zo,2014
0 0.15 0.3 0.6 Read co.— y—m FT8�9TToepadmen'
R. 6Ya�emFt 1984 USDep-,7N
Miles
Figure 2.51 Detail Map for Area E
February 2015 126
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75
1 I 11 I I 1 I 1 I I I I Yard$
Building E: 1978, 2576 Mrip Notes:
N
Pry parvd by. "S IS Inc.
Pepeed date: 2014
Olt, Source: Fort Stagg GIB Department
C_dioata ayamm, Wca 1a94 UTMZ r, ITN 6g%impervious area within aras(s1 of interest
o Rackhah Creek Walerehetl
T. Outfells 48, 104
Lp
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® Storage Area
- Bloewale -Not assigned
/`^`t �� ty,+P"'•��
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nelerence Tehle
J=e"=.+•'
yk;-
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-try pond -Underground
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t n��
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9MP TyPe
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JPe JP9
JP4 JP4
V. Vanoue POLB
JP10-RIC
Blareientlan
UNH IJnknovm
MS MNerlal Sbrege
Figure 2.52 Site Map for Area E-2A
February 2015 127
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Stormwater Pollution Prevention Plan (SWPi
Fort Bragg, North Carolina
u �1s 50
I r I r I r r t IYards
5ii °° Extent Id °at°r
Building
E: 4166
Map Notes:
Prep.redilat.M14
•-`� k d� j, `
t"'rL
Prepared nets' 2n 14
Data Source: Fan Sre99013 Department
oflntere.t
6R..kf erC-1
%•-� c,.t
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W.t.,tNlnarea(sf
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Leaend
oewer ®5t.r.9a Area
Bloewale
Not aespned
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Cpnnrupted wetland Band filter
a.r.nne. mhl.
�+
} PmsmiFllEnVHB2ard3.—. Xi Fence Llne
- Crypcnd
- Underground
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.� Outfall � Receiving Stream
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-Wet pond
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JP4-JP4 JP1n-JP10
BlOretent On
UNK- Unkncvm MS - Met.rinl lil—ii.
Figure 2.53 Site Map for Area E-213
February 2015 128
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i
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building E: 3556, 3564, 4052
N
prepared by A i9lnb .
p
Prcperab Oats, T'no
M 14
Cite 8 um.: Fort Bragg GIB Capmnmant
Omnillnete aymom, W08 1894 UTMZcne 17N
.eaend
Stcrm Sewer
® storage Area
6loswale
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0 Aboveground Storage Tank
Road
— Ccnetructed wetland Sand Filter
POl8ntlalErnHezard5ouroe
N— Fence Line
Cry P. nb
Vnderg rain
r OlMell
Rill Stream _ Forebey
- Wet pond
Flow 101-11on
RMP Type
Inflltrellon
Bloretentlon
Figure 2.54 Site Map for Area E-2C
0 25 50 75 100
I t 1 1 I t 1 1 I t 1 1 I t 1 1 ( Yards
BOY. irnp... i... are. within .riii of interact
a Rackflsh Creek Weterehed
e Outfalla 79, 72
RMannea Table
0
.01...I MO Mctor OII Inlet
O-Q.e.11ne VG V.Oet.ble 011lOreaee
O-Oit Os OR -Spec"'' Junction Sox
UO-Ueed Oil HF Hydr.0. Fluid
02.42011 9-Empty
JPE • JPB tt Varl— POLS
JP4 �JP4 JPIO -JPIO
LINK- Unen— Ma - Material awraga
February 2015 129
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of thi plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.10 SITE OVERVIEW -AREA F
2.10.1 Facility Description
Area F includes a network of 14 maintenance shops located at buildings F-2131, F-2534, F-3113, F-3121,
F-1621, F-1126, F-4334, F2424, F-2509, F-3040, and F-3134. In addition POL storage areas are located
in building F-3108. Other prominent industrial activities associated with this area are three networks of
wash racks located near buildings F-2424, F-2509, and F-2534. Of the three vehicle wash racks, the one
at F-2424 is operational and the wash rack at F-2509 is operational but inactive. The wash rack at F-2534
was abandoned and has deteriorated beyond repair. Area F shown in Figure 2.55 is located south of Gruber
road and east of NC State Highway 24. Other industrial activities are an Auto Hobby Shop located in
building F-4334 available for use by military personnel. Detailed locations of vehicle maintenance
activity, AST's, and associated pollutant sources at Area F are illustrated in site maps consisting of Figure
2.57 through Figure 2.60. Applicable structural controls are also illustrated, including ditches, sanitary
systems, storm systems, and OWSs. The map for this facility was modified based on field observations
and a review of existing maps provided by the Master Planning Division of the Fort Bragg DPW.
Industrial activities are performed in the following buildings located in Area F:
Building Numbers: F-2131, F-2534, F-3113, F-3121, F-3134, F-2424, F-2509,
F-3108, F-3040, F-1621, F-1126, F-4334
Physical Location: Southeast of the Gruber Road and Watson Street
intersection
Site assessment of this area indicates that stormwater drainage flows to Fort Bragg designated outfalls 17,
20, 21, 76, 81, 92, 185, 186, and 187. This entire area can be divided into four sub -areas to better explain
drainage. Sub -area one is the fenced -in paved area that encompasses buildings F-3108, F-2509, F-2424,
F-3113, and F-3121. The paved area in sub -area one is sufficiently sloped so that runoff flows through a
network of drains to Outfall 76. Sub -area two is the fenced -in paved area that encompasses buildings F-
1621 and F-1126. The paved areas in sub -area two are completely paved and sufficiently sloped so that
runoff flows through a network of drains to Outfall 17 that drains into a dry detention pond (F-01). Sub-
area three is the fenced -in paved area that encompasses buildings F-2534, F-3040, F-2141, and F-3134.
The paved areas in sub -area three are sufficiently sloped so that runoff flows through a network of drains
to Outfall 20, to Outfall 21, or directly to Outfall 92. Sub -area four is the fenced -in paved area that
encompasses buildings F-4334. The paved areas in sub -area four are sufficiently sloped so that runoff
flows through a network of drains to Outfall 185, to Outfall 186, or directly to Outfall 187. All outfalls
(17, 20, 21, 76, 81, 92, 185, 186, and 187) empty into an unnamed tributary to Cross Creek -Cape Fear
River.
2.10.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
February 2015 130
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.10.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.10.2.2 Outdoor Storage
Used oil ASTs and JP-8 ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded.
2.10.2.3 Outdoor Process Activities
Light to heavy maintenance is conducted in all the vehicle maintenance shops in Area F. Activities in
these buildings include changing oil, oil filters, hydraulic fluid and antifreeze fluids, servicing batteries,
rebuilding engines on heavy tactical vehicles and repairing small equipment.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
Area F has 3 OWSs with associated wash rack areas located near buildings F-2424, F-2509, and F-2534
(F-2534A GC). The GC associated with separators F-2534, F-2424, and F-2509 are equipped with a
stormwater overflow outlet that is used only when the capacity of the GC is exceeded. The overflow
outlets drain directly into the storm -sewer system with outlets for F-2509 and F-2424 discharging to
Outfall 76 and the outlet for F-2534 discharging to Outfall 20. Table 2.34 lists the capacities of the OWSs
and GCs, as applicable.
Table 2.25 OWS/GC Capacity Summary
Location
Drainage
Materials
Receiving
Outfall
Drainage Area
Design
Area
Handled
Stream
Number
(sq ft)
Capacity
Activities
(Gallons)
F-2424
Vehicle
POLs
Cross Creek
76
15,370
5,000
Maintenance
Vehicle
F-2509
Maintenance
POLs
Cross Creek
76
15,125
5,000
F-2534
Vehicle
POLs
Cross Creek
20
5,060
2,000
Maintenance
2.10.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area F that produce dust or particulate materials.
230.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
February 2015 131
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.10.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.10.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area F is contained in Table 2.35. The need for additional spill kits was the primary area where
improvements may be considered.
February 2015
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132

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.26 Potentially Polluting Material Inventory Summary
Material
Storage
Storage
Existing Stormwater Management
On -site Now
Materials Exposed
Type
Area/Location
Controls
POL, anti -freeze,
Loading/Unloading
hydraulic fluids,
Outdoor
Areas located
Unloading of vehicles/trailers to uncovered
Yes
Yes
acids, metals, and
throughout the facility.
areas, then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage
Yes
No
acids, paints, and
facility.
buildings with secondary containment.
unknowns
Two 1,000-gallon
heating oil ASTs are
located north of Bldg.
All ASTs have integral secondary
POL
Outdoor
F-2534. A 1,000-
Yes
Yes
gallon used oil AST is
containment.
located south of Bldg.
F-3113.
POL, anti -freeze,
hydraulic fluids,
Outdoor
Wash rack is located
Wash racks drain to GCs that drain to OWSs
yes
Yes
acids, metals, and
south of Bldg. F-2424.
that discharge to the sanitary sewer.
unknowns
February 2015
133
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.10.4 Significant Spills or Leaks
There have been three reportable spills or leaks that were reported to NCDEQ at this site in the last 3
years. The first spill consisted of 3 gallons of hydraulic fluid and occurred on January 11, 2012, at building
F-1621. The second spill consisted of 40 gallons of hydraulic fluid and occurred on February 13, 2013, at
building F-2534. There are no recorded activities of NSWD and no evidence of NSWDs for this industrial
area. The visual observations conducted in the study area are presented in Table 2.36.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC is incorporated by reference
into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.27 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 20, 21, 76, 81, and 92.
No evidence of spills or leaks was observed, adequate
HM Storage Sheds
containment - enclosed storage buildings with secondary
Low
containment, spill kits available at most locations. Storage units
are out of areas of vehicle traffic.
Used Oil ASTs/Heating
No spill stains observed. There was no evidence of leaks from the
oil USTs and ASTs/JP-
AST tanks. Spills could occur during transfer to the tank.
Moderate
8 ASTs
Vehicle washing is performed only at the wash rack located south
Wash racks
of building F-2424. GCs and OWSs must be routinely inspected
Low
and serviced to function properly. All equipment appeared to be
in good condition.
2.10.5 Stormwater Management Strategy
Stormwater management strategy consists of Baseline BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or PPMs and includes the following structural and non-
structural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
February 2015 134
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.10.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.10.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.10.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area F include wet ponds, dry ponds, and infiltration areas.
2.10.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas,
and the loading/unloading areas.
February 2015 135
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February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
136
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
70-0.50"W 70"0'0"W 78-50'10"W 78"58'20-W 78-57.30"W 78"56'40"W 78"5.'i'50"W 78"550"W
e15
i Pope„�°" . 3 �>, p PQPe
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FOR OWIOIAL OSE ONLY
bt Fomrt ap was tleve A ..using— 82-13GISdata provided
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and evaluaeea dwi°g 1ms smay.
February 2015
Figure 2.55 Locator Map for Area F
78"54'10"W
0 t)_4s O.9 1-35 1_S
Mlles
Legend
Fort Bragg Installation Area
O Fort Bragg Building Area
O Fort Bragg Industrial Area
Receiving Stream
R°ad
137
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
78'58'0"W
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Figure 2.56 Detail Map for Area F
February 2015 138
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75
I I I I I 1 1 1 1 1 1 1 (Yards
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ap Notes:
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Figure 2.57 Site Map for Area F-2A
February 2015 139
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building F: 2509, 3113, 3108, 0 1 1 1 1� 1 1 1 10 1 1 1 71 Yards
St Me Extentlndicator 2424, 3121 `p �- PUP Notes:
N
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Figure 2.58 Site Map for Area F-213
February 2015 140
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building F: 2131, 2424, 2534, a r r l 251 r r°r I I'iv;,ftt
Site Ma Extent Indicator 3040, 3131
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Prepared by. ASc15 Inc_
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Figure 2.59 Site Map for Area F-2C
February 2015 141
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25
I I I t Yards
Site Ifi.in E xte nt In dicator Building F: 4334
nap M.,te.:
e
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Figure 2.60 Site Map for Area F-21)
February 2015 142
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.11 SITE OVERVIEW — AREA G
2.11.1 Facility Description
Area G includes a network of two vehicle maintenance facilities and POL storage areas. The other
prominent industrial activities associated with this area are waste POL storage areas located north of
buildings G-4858 and G-4862. Area G is southeast of the Sapper Street and Sontay Road intersection.
Detailed locations of vehicle maintenance activity, ASTs, and associated pollutant sources at Area G are
illustrated in Figure 2.61 through Figure 2.63. Applicable structural controls also are illustrated, including
ditches and storm drainage systems. The map for this facility was modified based on field observations
and review of existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area G:
Building Numbers: G-4858, G-4862
Physical Location: Southeast of Sapper Street and Sontay Road intersection
Site assessment of this area indicates that storm -water drains from the industrial activities in this area flow
to Fort Bragg designated outfalls 13 and 14 both of which are located in the Rockfish Creek watershed
drainage area. Only the outfalls associated with industrial activities are discussed in this chapter. This area
contains a complex storm -water drainage system. This complex system is presented through descriptions
of these areas that drain into each outfall.
The paved areas around buildings G-4858 and G-4862 are sufficiently sloped so that drainage generally
flows to the west through a network of drains to Outfall 13. The paved areas south of buildings G-4858
and G-4862 are sufficiently sloped so that runoff flows into a network of drains to Outfall 14. Outfall 13
drains to Big Branch and outfall 14 drains to Beaver Creek and both are part of the Rockfish Creek
watershed. Outfall 13 contains a concrete sediment trap, and Outfall 14 contains deposition baffles; both
are used to control storm -water runoff pollution. Outfall 14 also contains an outlet protection structure used
to control erosive forces of runoff waters.
2.11.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.11.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.11.2.2 Outdoor Storage
Used oil ASTs and JP-8 ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded.
2.11.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance facilities. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries, and repairing
February 2015 143
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
small equipment. Light maintenance is conducted at buildings G-4858 and G-4862.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
There are no OWSs located in Area G that discharge to the stormwater system or directly to the waters of
the state. All of the OWSs discharge to the sanitary sewer collection system.
2.11.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area G that produce dust or particulate materials.
2.11.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal
2.11.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.11.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area G is contained in Table 2.38. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015 144
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.28 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Loading/Unloading Areas
hydraulic fluids,
Outdoor
located throughout the
Unloading of vehicles/trailers to uncovered areas,
Yes
Yes
acids, metals, and
facility.
then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located north of Bldg. G-
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
4862 and Bldg. G-4858.
With secondary containment.
unknowns
Used Oil ASTs are located
north of Bldg. G-4858 and
Five 1,000-gallon ASTs with integral secondary
POL
Outdoor
G-4862. Heating oil AST
Yes
Yes
located on the south side of
containment.
Bldg. G-4862.
February 2015
145
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.11.4 Significant Spills or Leaks
There were no reportable spills or leaks reported to NCDEQ that occurred at this site in the last 3 years.
There are no recorded activities of NSWD and no evidence of NSWDs. The visual observations conducted
in the study area are presented in Table 2.39.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.29 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 13 or 14.
No evidence of spills or leaks was observed, adequate containment
HM Storage Sheds
- enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Used Oil ASTs/Heating
Small amount of spills were apparent. There was no evidence of
oil ASTs
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
tank.
2.11.5 Stormwater Management Strategy
Stormwater management strategy consists of Baseline BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or PPMs and includes the following structural and non-
structural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.11.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
February 2015
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146

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.11.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.11.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. No ABMPs are currently in use in the
industrialized locations of Area G.
2.11.9 Additional Recommendations
Placement of spill kits throughout the facility will greatly enhance the ability of facility personnel to
rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits should be
placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas, and the
loading/unloading areas.
February 2015 147
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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GIB Oepanment. A3cIS has updated this map to vroaide approximate
locatlona eT tha ayabma idantifwtl and waluatad during 1M1ia atutly.
February 2015
0 0.3s
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Figure 2.61 Locator Map for Area G
148
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'0'0"W 78"59'40"W
78'59'20"W
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Figure 2.62 Detail Map for Area G
February 2015 149
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
-
H1746 ._Tt7P� LN, , `, ,, •M
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Figure 2.63 Site Map for Area G-2A
February 2015 150
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.12 SITE OVERVIEW — AREA H
2.12.1 Facility Description
Area H includes a network of seven vehicle maintenance facilities and POL storage areas. The other
prominent industrial activities associated with this area are two wash racks draining to oil water separators.
Area H maintenance facilities are located both southwest and northeast of the intersection of Gruber Road
and the All American Expressway. Detailed locations of vehicle maintenance activity, ASTs, and
associated pollutant sources at Area H are illustrated in Figure 2.64 through Figure 2.69. Applicable
structural controls also are illustrated, including ditches, storm drainage systems, and OWSs. The map for
this facility was modified based on field observations and review of existing maps provided by the Master
Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area H.
Building Numbers: H-2260, H-3057, H-5080, H-6179, H-6253, H-6579, H-
6974
Physical Location: Southwest and northeast of the intersection of Gruber Road
and the All American Expressway
Site assessment of this area indicates that storm -water drains from the industrial activities in this area flow
to Fort Bragg designated outfalls 15, 59, 16, and 58 all of which are located in the Rockfish Creek
watershed drainage area. Only the outfalls associated with industrial activities are discussed in this chapter.
This area contains a complex storm -water drainage system. This complex system is presented through
descriptions of these areas that drain into each outfall.
The paved areas around buildings H-3057 are sufficiently sloped so that drainage generally flows to the
southeast through a network of drains to Outfall 15. This outfall empties into an unnamed tributary to
Beaver Creek. The paved areas around building H-2260 are sufficiently sloped so that drainage generally
flows southeast through a network of drains to Outfall 16. This outfall empties into an unnamed tributary
to Beaver Creek in the Rockfish Creek watershed. The paved areas around building H-6253 are sloped to
encourage runoff flows to the northeast through a network of drains to Outfall 59. This outfall empties
into Beaver Creek in the Rockfish Creek watershed. The paved areas around building H-6974 are
sufficiently sloped so that drainage generally flows northwest to Outfall 58, which empties into Beaver
Creek in the Rockfish Creek watershed. The paved areas around buildings H-6179 and H-6579 are
sufficiently sloped so that drainage generally flows to the east through a network of drains to a wet pond
(H-04), which discharges to Beaver Creek in the Rockfish Creek watershed. The paved areas around
building H-5080 are sufficiently sloped so that drainage generally flows to the northwest through a
network of drains to a sand filter infiltration basin (H-05).
2.12.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in storm -water are described below.
February 2015 151
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.12.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.12.2.2 Outdoor Storage
Used oil ASTs and JP-8 ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded.
2.12.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance facilities. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries, and repairing
small equipment. Light maintenance is conducted at buildings H-2260, H-3057, H-5080, H-6179, H-6253,
H-6579, and H-6974.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
Area H has two wash racks that are located near buildings H-2260 and H-3057. The wash rack southeast
of building H-2260 is serviced by OWS H-2260 located east of the building and the wash rack northwest
of H-3057 is serviced by OWS H-3057A located northwest of the building. Both OWSs drain into the
sanitary -sewer system. The GCs associated with OWS H-2260 are equipped with an overflow outlet that
drains into the storm -sewer system to Outfall 16. The GC associated with OWS H-3057A is equipped
with an overflow outlet that drains into the storm -sewer system to outfall15. Table 2.41 lists the capacities
of the OWSs and GC, as applicable.
Table 2.30 OWS/GC Capacity Summary
Location
Unit ID
Drainage Area
Materials
Receiving
Outfall
Drainage
Design
Activities
Handled
Stream
Number
Area
Capacity
(sq ft)
(Gallons)
H-2260
Vehicle
Beaver
H-2260
POLs
16
2,500
560
(OWS)
Maintenance
Creek
H-2260A
Vehicle
Beaver
H-2260
POLs
16
2,500
720
(GI)
Maintenance
Creek
H-2260B
Vehicle
Beaver
H-2260
POLs
16
2,500
19,200
(GI)
Maintenance
Creek
H-3057A
Vehicle
Beaver
H-3057
POLs
15
9,000
23,600
(OWS)
Maintenance
Creek
H-3057A
Vehicle
Beaver
H-3057
POLs
15
9,000
400
(GI)
Maintenance
Creek
2.12.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area H that produce dust or particulate materials.
February 2015 152
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.12.2.5 Illicit Connections and Non Storm water Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.12.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.12.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area H is contained in Table 2.42. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015 153
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.31 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Loading/Unloading Areas
hydraulic fluids,
Outdoor
located throughout the
Unloading of vehicles/trailers to uncovered areas,
Yes
Yes
acids, metals, and
facility.
then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
facility.
with secondary containment.
unknowns
Used Oil ASTs are located
south of Bldg. H-2260 and
POL
Outdoor
northwest of Bldg. H-3057.
ASTs are 1,000-gallon tanks with integral
Yes
Yes
Heating oil AST is located
secondary containment.
on the west end of Bldg. H-
3057.
POL, antifreeze,
hydraulic fluids,
Outdoor
Two wash racks are located
The wash racks drain to OWSs that discharge to
Yes
Yes
acids, paints, and
throughout the facility.
the sanitary sewer system.
unknowns
Tires and scrap metal
Tires and scrap metal stored on paved and unpaved
Tires and metals
Outdoor
storage located throughout
areas and not covered.
Yes
Yes
the facility.
February 2015
154
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.12.4 Significant Spills or Leaks
There were three reportable spills or leaks reported to NCDEQ that occurred at this site in the last 3 years.
The first spill consisted of 1 gallon of oil that occurred on January 27, 2012, at building H-3057. The
second spill consisted of 3 gallons of diesel fuel, which occurred on May 7, 2012, at building H-5757. The
third spill consisted of 1 gallon of hydraulic fluid, which occurred on May 18, 2012, at building H-6262.
There are no recorded activities of NSWD and no evidence of NSWDs. The visual observations conducted
in the study area are provided in Table 2.43.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.32 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 15, 59, 16, or 58.
No evidence of spills or leaks was observed, adequate containment
HM Storage Sheds
- enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Used Oil ASTs/Heating
Small amount of spills were apparent. There was no evidence of
oil USTs and ASTs/JP-
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
8 ASTs
tank.
All vehicle washing is done at the wash racks. GCs and OWSs must
Wash racks
be routinely inspected and serviced to function properly. All
Low
equipment appeared to be in good condition.
2.12.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
February 2015 155
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.12.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.12.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.12.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area H include Wet Ponds.
2.12.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas,
and the loading/unloading areas.
February 2015 156
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

35"8'20"
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'0'0"W 78'59'l 3"W 78'58'20"W 78'57'30'W 78'58'40"W 78'55'50"W 713'5S'0"IN
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Figure 2.64 Locator Map for Area H
February 2015 157
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
78'59'40"W 78'59'20"W 78'59'0"W 78'58'40"W
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February 2015
Figure 2.65 Detail Map for Area H
158
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Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building H: 2260, 3057
W
Pre peretl by: ASCIS Inc.
Prepared date: 2014
Leta Source: Fort Brsgg GIS Dapedment
Coordinate SYnrom: WG818N UTMZane 17N
0 25 50 75
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i
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ntl tratlnn
UNK-Unknown MS Mate MiStorepe
Figure 2.66 Site Map for Area H-2A
February 2015 159
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50
Yards
Building H: 5080
T'm
Prepared by.-A6o151na
j; •:
Pre pared eta: 20 rd
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Ueta Source: Fort Bragg GIS Department
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UNK- Unkn.xn MS- Ma9arim—q.
Figure 2.67 Site Map for Area H-213
February 2015 160
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

F H7073 "%
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lr
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
4
Q 25 50
I I r t I I 1 t Yards
Building H: 6179, 6579, 6974 M.pWee:
N
Prepared W-AScis Inc. n 60%impervious area within area(s) of interest
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pats Source' Fort Bragg G10 Department o Wet Pond H-04
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r�r
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® Storage Area
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Not assigned
�1.
!
}
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-Constructed wetland
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e
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yulic Ft
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JFa - JPB
JP4-JP4
V Verieue POLS
JP10•JP10
Biore[enllon
UNK- unknaw
MB - Material OW.g.
Figure 2.68 Site Map for Area H-2C
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
161

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50
Yards
Site Ma Extent Indicator
"�
Building
H: 62 5 3
Notes:
C,
ap
Prepared by nsds Inc
vrepared gale 2014
IAA S.— Fort 9rnpg 518 Department
1111, impervious area within area(.) of interest
., nockfi.h Creek Watershed
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,r Onlfall dB
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_
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y .'•`1
;
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Figure 2.69 Site Map for Area H-213
February 2015 162
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.13 SITE OVERVIEW — AREA J
2.13.1 Facility Description
Area J includes a Hazardous Materials Control Center (HMCC) and a reutilization and marketing facility
and POL storage areas. The HMCC provides hazardous material management and disposal of empty
containers. The reutilization facility is used for temporary storage, shipping, and packaging of surplus
items. Surplus materials are stored both inside and outside until they are either sold or redistributed. There
are no maintenance facilities, wash racks or oil water separators associated with this industrial area. Area
J is northwest of the Knox Street and Bragg Boulevard intersection. Detailed locations of industrial
activity, ASTs, and associated pollutant sources at Area J are illustrated in Figure 2.70 through Figure
2.73. Applicable structural controls also are illustrated, including ditches, storm drainage systems. The
map for this facility was modified based on field observations and review of existing maps provided by
the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area J:
Building Numbers: J-2050 and J-1334
Physical Location: Northwest of the Knox Street and Bragg Boulevard
intersection
Site assessment of this area indicates that stormwater drains from the industrial activities in this area flow
to Fort Bragg designated outfalls 93 and 18, which are both located in the Rockfish Creek watershed
drainage area. Only the outfalls associated with industrial activities are discussed in this chapter. This area
contains a complex stormwater drainage system. This complex system is presented through descriptions
of these areas that drain into each outfall.
The paved areas around building J-1334 are sufficiently sloped so that drainage generally flows to the
northwest through a network of drains to Outfall 93. This outfall empties into Beaver Creek in the Rockfish
Creek watershed. The paved and unpaved areas around building J-2050 are sufficiently graded so that
drainage generally flows to the northwest through a network of drains and then southwest to Outfall 18.
2.13.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.13.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids and salvage materials.
2.13.2.2 Outdoor Storage
Fuel storage ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded. Salvage material (metal) is stored outside until the material is picked
up for recycling.
February 2015 163
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.13.2.3 Outdoor Process Activities
No maintenance is conducted in this industrial area. The outside activities consist of collection and storage
of reusable and recyclable materials. The materials that are stored outside are stored on paved surfaces
that are sufficiently sloped to drain to the storm drains on site.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
There are no OWSs located in Area J that discharge to the stormwater system or directly to the waters of
the state.
2.13.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area J that produce dust or particulate materials.
2.13.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.13.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.13.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area J is contained in Table 2.45. The need for additional spill kits was the primary area where
improvements may be considered.
February 2015 164
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.33 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Areas
Unloading of vehicles/trailers to uncovered areas,
hydraulic fluids,
Outdoor
lLoading/Unloading atdtrought
located throughout the
then transported into the buildings. Metal to be
Yes
Yes
acids, metals, and
facility.
recycled is stored in a dedicated paved area
unknowns
outside.
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
facility.
with secondary containment.
unknowns
Fuel ASTs are located north
ASTs are 500-gallon and 1,000-gallon tanks with
POL
Outdoor
of Bldg. J-1334 and
integral secondary containment.
Yes
Yes
northwest of Bldg. J-2050.
Surplus materials
Surplus materials and scrap
Surplus materials and scrap metal stored on paved
and metals
Outdoor
metal storage located west
and unpaved areas and not covered.
yes
Yes
of Bldg. J-1334.
February 2015
165
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.13.4 Significant Spills or Leaks
There has been one reportable spill or leak reported to NCDEQ that occurred at this site in the last 3 years.
The spill consisted of 40 gallons of diesel fuel and occurred on August 3, 2011, at building J-2050. There
are no recorded activities of NSWD and no evidence of NSWDs. The visual observations conducted in
the study area are presented in Table 2.46.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.34 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 93 or 18.
No evidence of spills or leaks was observed, adequate containment
HM Storage Sheds
- enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Fuel ASTs
There was no evidence of leaks from the AST tanks. Spills could
Moderate
occur during transfer to the tank.
2.13.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.13.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
February 2015
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166

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
the overall coordination, development, implementation, and revision of the SWPPP
2.13.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.13.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. No ABMPs are currently in use in the
industrialized locations of Area J.
2.13.9 Additional Recommendations
Placement of spill kits throughout the facility will greatly enhance the ability of facility personnel to
rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits should be
placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas, and the
loading/unloading areas.
February 2015 167
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Fort Bragg Area J
FOROMIOIAL USE ONLY
lile ma wan davrloprtl ualna2Uil52Uty Un--: �utn picvlded
Uy Fo0 Bragg Aao 8... —no rvv po n vl Ulh[y for [ha vo--y
of. or omissions in. tho onglnal data prwded Uy the Fnd Bfggg —Departmens. AS— hasapdatedthiamapmpro d—pproxi—
Iccadcn: of tha .y.1om. mandrwd end waw.md durmo n,l. vwdµ
February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Legend
O Fort Bragg Installation Area
Fort Bragg Building Area
Fr--J Fort Bragg Indu W.1 Area
— Recoiling Stream
Road
Figure 2.70 Locator Map for Area J
Fort Bragg, North Carolina
Pfap¢rpd By'. A8e16
Prepared Uate: 2014
Oafs Source: Ft brag® — department
Coordinate Byerem W08I DAA UTM Zone I7N
168
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
78"59'0"W 78°58'40'
W
78°58'20' W
78'58'0"W
]8°5]'40"W
]8'5]20"W
sz
® F ❑
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� a
— -
35'740 N
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Fort Bragg Area J Details
Z"
Legend
pE dd�� A—
S', Lo_....
0 e�ua�oe
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pare
— R--T9 st,oaT,
Preparea
z..t
0 0.15 0.3
0.6
Road coom1—
,p,
synemwGe 1984 UTM Z... 17n
Miles
Figure 2.71 Detail Map for Area J
February 2015 169
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75 100
I I I I I I I I I I r I I I I r I Yards
Buildin :1334
v. IP,�rV:mredd d t. 2 1 Inc_ 0y impervious area within area{sj ofinterestCoteScu date, 2tG o RackNsh Creek Werarehed
Uete Soumc Fart Bn00 418 Ospertmmt Dutfall 93
Coardlnete 6yerem. WOS 1694 LJTMZane 17N
Storm Sewer
® Storage Area
EllNot
assigned
'i
AFapvegrcund StIolli Tank
Rced
= Constructed wetland Sandfllter
aelerenco Tnhle
�i
❑flleaol
MO - Motor 011
,`•
PotentlalEnvHazardSource
N—ii—Fence Line
Cry pond
-underground
G Gasoline
0-Oil
Vo. Veeeta ble 0iroreeae Inlet
05-Ofl-Spec Fuel
Outfall
Recelving Stream Forebsy
Vyat
Vtl #heed Oil
-Junctien box
HF E Hydraulic Pluld
pond
M2N4011
E•Empty
FIW
BANrypa
ne
JFa
OL6
V-J
JP10.aP1aPKP
Biretentlon
UnknomMS
MwrwS—go
Figure 2.72 Site Map for Area J-2A
February 2015 170
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75 100
I I I I I I I I I I I I I I r I Yards
Building .l: 20SO
,•'
Prepared by ASH lnc_
w
Prepared date: 2r119
CO. Source: FCrtBragg G18 Department
50% impervious area within area{sj of interest
o Rockfish Creek Watershed
�� ,� --•
-
C.rdlnata Syrlam. WG81884 UTMZana
17N
oOurfa 111E
,J11-
Le end
t
•Fi '� •; r `
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®Storage Area
- Bloswale
-Not assigned
Aboveground Storage Tank
Road
- Constructed wetland S.rdfiltel
aoro—, Tat1 .
- •�.
0 01a..I MO - Motor 011
A
u PoteIWE-HazardS-rce
Fence Line
- Cry pond
- Underground
c-Gasoline vG-ley.—omcraase Inlet
im
l Gs-0R-spec Foal `Junction Sax
uG.uaed Oil H-E.pty urc Fwm
Uuball
Receiving Stream
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-Wet pond
11 E Empty
Flow Dlremipn
BMP Type
Inflltralipn
JR8-JP
JP9 JP9 V. Various POt9
JPd-JPd JP10-JP10
Biaretention
UNK. Unknown MS Material Storage
Figure 2.73 Site Map for Area J-213
February 2015 171
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.14 SITE OVERVIEW - AREA M
2.14.1 Facility Description
Area M includes a network of 19 vehicle maintenance facilities. Other prominent industrial activities
associated with this area are four wash racks draining to OWSs that discharge to the stormwater drainage
system. Area M has facilities located on along both sides of Logistics Street between Honeycutt Road and
Quartermasters Street and along the north side of Gruber Road between Watson Street and Logistics
Street. Detailed locations of vehicle maintenance activity, ASTs, and associated pollutant sources at Area
M are illustrated in Figure 2.74 through Figure 2.79. Applicable structural controls also are illustrated,
including ditches, storm drainage systems, and OWSs. The map for this facility was modified based on
field observations and review of existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area M:
Building Numbers: M-1254, M-1650, M-1655, M-1750, M-1763, M-2148, M-
7715, M-7739, M-7821, M-7826, M-7917, M-8139, M-
8043, M-8143, M-8311, M-8349, M-8414, M-8422, M-
8425
Physical Location: Located along both sides of Logistics Street between
Honeycutt Road and Quartermasters Street and along the
north side of Gruber Road between Watson Street and
Logistics Street
Site assessment of this area indicates that stormwater drains from the industrial activities in these areas
flow to Fort Bragg designated outfalls 24, 81 and 88. Outfalls 24 and 81 are located in the Cross Creek -
Cape Fear River watershed drainage area and Outfall 88 is located in the Rockfish Creek watershed. Only
the outfalls associated with industrial activities are discussed in this chapter. This area contains a complex
stormwater drainage system. This complex system is presented through descriptions of these areas that
drain into each outfall.
This area will be addressed in three sub -areas to better explain the drainage. Sub -area one is the area that
encompasses buildings M-1254, M-1650, M-1750, M-1763, and M-2148. Sub -area two is the area that
encompasses buildings M-7715, M-7821, M-7826, M-7917, M-8311, M-8414, M-8422, and M-8425.
Sub -area three is the area that encompasses buildings M-7739, M-8043, M-8139, M-8143, and M-8349.
The paved areas in sub -area one are sloped so that general drainage flows to the east through a network
of drains to Outfall 24, which discharges into an unnamed tributary to Cross Creek. The paved areas in
sub -area two are sufficiently sloped that runoff flows through a network of drains to Outfall 88, which
discharges into an unnamed tributary of Beaver Creek in the Rockfish Creek watershed.
The paved areas in sub -area three are sufficiently sloped that runoff flows through a network of drains to
Outfall 81, which discharges into an unnamed tributary of Little Cross Creek in the Cross Creek watershed.
February 2015 172
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.14.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.14.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.14.2.2 Outdoor Storage
Used oil ASTs and JP-8 ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded.
2.14.2.3 Outdoor Process Activities
Light maintenance is conducted inside all of the vehicle maintenance facilities in Area M. Light
maintenance activities include changing oil and oil filters, draining hydraulic and antifreeze fluids,
servicing batteries, and repairing small equipment.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
Area M has four oil -water separators with associated wash rack areas located near buildings M-1750, M-
1763, M-83I I and M-8349. The effluent from these separators drains to the sanitary sewer system. Field
observations reveal that these four OWSs receive flow from six GCs equipped with a high level bypass
outlet that is used only when the capacity of the GC is exceeded. These high level bypass outlets drain
directly into the storm sewer system. The bypass outlets associated with the separators near buildings M-
1750 and M-1763 drain directly into the storm sewer system, which flows to Outfall 24; the bypass outlet
associated with the separator near building M-8311 discharges into the storm sewer system and flows to
Outfall 88; the bypass outlet associated with the separator near buildings M-8349 discharges into the storm
sewer system and flows to Outfall 81. Table 2.48 lists the capacities of the OWSs and GCs, as applicable.
February 2015 173
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.35 OWS/GC Capacity Summary
Drainage
Design
Location
Unit ID
Drainage Area
Material
Receiving
Outfall
Area
Capacity
Activities
Handled
Watershed
Number
(sq ft)
(Gallons)
M-1950
Vehicle
Cross Creek-
M-1750
POLs
24
1,450
9,000
(OWS)
Maintenance
Cape Fear
M-1950
Vehicle
Cross Creek-
M-1750
(GI)
Maintenance
POLs
Cape Fear
24
1,450
2,000
M-2065
Vehicle
Cross Creek-
M-1763
POLs
24
1,400
3,600
(OWS)
Maintenance
Cape Fear
M-2065
Vehicle
Cross Creek-
M-1763
(GI)
Maintenance
POLs
Cape Fear
24
1,400
1,200
M-8311
Vehicle
Rockfish
M-8311
POLs
88
1,500
9,000
(OWS)
Maintenance
Creek
M-7917
Vehicle
Rockfish
M-8311
(GI)
Maintenance
POLs
Creek
88
3,000
20,000
M-8311
Vehicle
Rockfish
M-8311
(GI)
Maintenance
POLs
Creek
88
1,500
1,500
M-8139A
Vehicle
Cross Creek-
M-8349
(OWS)
Maintenance
POLs
Cape Fear
81
3,400
7,000
M-8139A
Vehicle
Cross Creek-
M-8349
(GI)
Maintenance
POLs
Cape Fear
81
3,400
5,000
M-8139B
Vehicle
Cross Creek-
M-8349
(OWS)
Maintenance
POLs
Cape Fear
81
3,400
15,000
2.14.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area M that produce dust or particulate materials.
234.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
234.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
February 2015
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174

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.14.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area M is contained in Table 2.49. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
175

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.36 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management
On -site Now
Materials Exposed
Type
Controls
POL, anti -freeze,
Unloading of vehicles/trailers to
hydraulic fluids,
Outdoor
Loading/Unloading Areas
uncovered areas, then transported into
Yes
Yes
acids, metals, and
located throughout the facility.
the buildings.
unknowns
HM Storage Sheds are located
northwest of Bldg. M-1750,
POL, antifreeze,
and northwest of Bldg. M-
HM Storage Sheds are enclosed
hydraulic fluids,
Indoor
1763, south of Bldg. M-84251
storage buildings with secondary
Yes
No
acids, paints, and
south of M-7826, east of Bldg.
unknowns
M-7715, south if Bldg. M-
containment.
8349, and east of Bldg. M-
8319.
Used Oil ASTs are located
west of Bldg. M-1750,
All ASTs have integral secondary
POL
Outdoor
southeast of Bldg. M-1763,
Yes
Yes
east of Bldg. M-8139, and
containment.
south of Bldg. M-8349.
POL, anti -freeze,
Wash racks drain to GCs that drain to
hydraulic fluids,
Outdoor
Wash racks are located
OWSs that discharge to the sanitary
Yes
Yes
acids, metals, and
throughout the facility.
unknowns
sewer.
February 2015
176
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.14.4 Significant Spills or Leaks
One reportable spill or leak has occurred that was reported to NCDEQ at this area in the last 3 years. The
spill consisted of 200 gallons of heating oil and occurred on December 15, 2011, at building M-8311.
There are no recorded activities of NSWD, and no evidence of NSWDs. The visual observations
conducted in the study area are presented in Table 2.50.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.37 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 24, 81, or 88.
No evidence of spills or leaks was observed, adequate
HM Storage Sheds
containment - enclosed storage buildings with secondary
Low
containment, spill kits available at most locations. Storage units
are out of areas of vehicle traffic.
Small amount of spills were apparent. There was no evidence of
Used Oil ASTs
leaks from the AST tanks. Spills could occur during transfer to
Moderate
the tank.
All vehicle washing is done at the wash racks. GCs and OWSs
Wash racks
must be routinely inspected and serviced to function properly.
Low
All equipment appeared to be in good condition.
2.14.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
177

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.14.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.14.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.14.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area M include Dry Ponds, Underground Infiltration Fields and Infiltration Areas.
2.14.9 Additional Recommendations
Placement of spill kits throughout the facility will greatly enhance the ability of facility personnel to
rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits should be
placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas, and the
loading/unloading areas.
February 2015 178
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Fort Bragg Area M Fu4 IInstag g A Area
Fart Bragg Building Area
FOROFFICKL USE ONLY
Tms mapw developedusms2ot2s2or3cisdataprplldod Fort Bragg Induotrial Aram
by Fort Drams. A3IS axu mes no rssponsrbllAy rot the accuracy Prepared By P3c16
I er emissions in_ tie eripir®I dAe pmitletl by Me Fart Bragp — RecefYing 51rea1rt Frepnred Date: 2014
oepertmenc asoi s naa updated mrs map to provid. apVivairriare Rona Dots SOU— Ft. Bra99 CIS Depanmsnl
locations M Me systems aen4lied and evaluated donng this sW dy. Coordinate System. WG51964 f1TM Zone 11N
February 2015
Figure 2.74 Locator Map for Area M
179
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
78"58'0"W 78"57'40"W 78"57'2"W 78"57'0"W
� vV
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s A�
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Fort Bragg Area M Details
0 0.1 0.2 0.4
Miles
February 2015
Figure 2.75 Detail Map for Area M
Legend
A S'i _0g Area
0
- Re�ei�ir,g stream
Road
P­do�e eY
2
Data V1t11 R. Bragg UT oeparcm 7N
Coo�dlna@ Sys[zm: WGS 1984 UTM Zone �7N
180
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
A ~
I.
/1 A#
�., all �
,--sod -f
. _ M1958A
i
-- �''� l M19E
To outfall 24
AL
Used'Oil
\ WAN
QUARTERMA,TER 7 t
0 25 50
i I I I I I I I Yards
Site Ma Eatent lndicater
Building M. 16S0,
1750, 2148
ap Notes:
Prepared by. ASCI51nc.
N
n
50% impervious area within areas) of interest
o Cross Creek Cape Fear River Watershed
.:
P p,a
De aSourca 7- Bragg CIS Cepertment
Coordinate System: WGS 1894 UTMZone 17N
N
ats hlrlack 7950A is approximately 1000 sgft
��, ,`0 T e +�� ri •�
Le end
Storm Sewer M Outfall
El Type
_Not
AL,—dStorage7-lk Flow Clrec[ion
_ Bloretentlon
assigned
Santlfilter
//)
Bioswale
• fF _.
Potentia lEnv Hazard5ource ®Storage Area
Undergrou 1
Reference Table
^�
''� 'r ^
r
Wash Rack Roatl
Conslructetl wetland
VJet pond
G - Diesel MO Motor I
G- Gamllne OS -Vegetable OiYGreese Inlet
o-oil Fuel
Grit Chamber K ?F Fence LinE
-dry Pnnd
HIP Hyd-1 Jancti-Box
UO-used Oil HF-Hyd2ultcFlutd
ft2-k20i1 E-Empty
.-s
Oil Water Separator Recelving Stream
Ftl bay
KVanous POLS
JPb Jp4-JpJP4 Jp10-JP70
Inilliration
UNK- Unknown MS- Materiel Storage
Figure 2.76 Site Map for Area M-2A
February 2015 181
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 2s 50
I t I t I t I I I Yi I&
Building M: 1254, 1655, 1763
N 60% Impervlou& area within area(&) of Interest
o Cross Creek Cape Fear River Watershed
Prepared ❑y. AGCIS Inc. utfall 24
Prepared.. 2014 W5 M2065 receives approximately 1400 sglt
Gel. Sob rce: Fort 9re G6 GIS Uspartmert
-••-• 7 - - comdlnare5yetem: WOS 169d UTMZone 17N iacherOe from weahreck M2005
r •
,�
r?t
\
' .
Storm Sewer
W Outfall
iType
� Not aea101ed
�+ �f}
^ l
_
` t
Aboveground Storage Tank
Fl— Direction
Biorelentian
Santl filter
�
}}
PclentlelEnvHazeMSource
9torepe Area
®
Bioswele
UndargrouM
aelerenee Table
y
_
Wash Rack
Rd
oa
Cpnalructed wetland
Wet
G - Gleael MO -Motor 011
G-Gawline VG-Vege�ble OillGreax Inlet
n
pcnd
poM
O-Oil 09-OH-Spec Fuel Juncilnn t;h:
UO -Jaed Oil HF- Hydraullc Fluk
Q
.Forahey
Grit CnembOY
oil Wafer Salaaaaaase
JF—•lE F.- Li-CYy
Receiving stream
IF2-02 Oil E-Empty
JPa JPa n a,pCL9
JP4 JP9 JploJP10 JP10
Inlikrstian
UNK- Unknown MS - Materrel Strage
Figure 2.77 Site Map for Area M-2B
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of thi plan.
182

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building M: 7715, 7821, 7826, 79171 ° 1 1 1 z�' I , 1 50 1 1 1 ; Yards
a ,q Ma Exlenllndicat.r 8311, 8414, 8422, 8425 rap,Notes:
Pre Fared W Ascls Inc_ tN 50- Impervious area Within areatst of interest
Prelxriiddat' 2014 ,1 o Rockfl.h Crwk WaSerchW
Ua[e 6.umr. F.rl Br•pg 019 C.pWmml N u.Bfi
-• .,_ _,„• c..rd�ne� sy.l.m'� WOB 1104 UTM&re ITN
y.�• .
St— Bawer r� Outfell �M►Type
_ Not e.npned
- Eloretenllon
k'? • �: • j ! Aboveground Storage Tank Flaw Uir-- �Sandfilter
+• e -
PoteMl.lEnvMaertlBouroe ®Btorepe Are. Blo.wale -Und.rpraund II•f•r•ee•T•cl•
COn I—ted wetland O OI..N MO Mdtor 011 Inlet
A Wash Rack Road Wal pontl 0 r3eaoline V9 4eaetaple Oill3reaee
O-Oa 09-Off- ,Fuel Jundion BON
e Orll Changer Fence Llna - Ury pond U0- U..d Oil HF Hydr.ullc Fluld
e2-.]OII V'C4y
Wa
• —r�
OII ler 6eperplor .� Receivingeam Foreb.y JPe -JPa V-V.... P"41 6lrJP4-JP4 J"o-JP10
Inflltretlon LINK - Unknmm M5 -Material Sbrage
Figure 2.78 Site Map for Area M-2C
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
183

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building M: 8043, 8139, 8143, L I I I I I t I I I I I i5 afd.;
Site Ma Eetent Indicator 7739 8349 � ap Notes:
J21
P tlete. rBparedd P301 Inc.
P repmetl 2046
Oele Source: FoR Bmpp OIS Penmen!
_ � coormnem syetarn: vvoE 1894 UTMZane tTN
D% Impervious area within steals) of Interest
Croce Creek Cape Fear River Watershed
tfalt all
s - ' -r
.J -�� �
Storm Sewer
am Ouhall
9MP Type
_Not assignor
_
� F
c, jj r ��t
•''� ^'1�! � .;, �
j�e A
�
At»vegrountl Storage Tank
PolenllalEmHazardEOGrce
Flow Olrectlon
®SW Area
8laretenllon
Bbswale
� Sand inter
-UndPi9roGfld
Reference Tehle
,A t
Wash Rack
rage
Road
= Constructed wetland
Wei poM
=
n-Diesel MO -Motor �Il bile
G. Gasollna VG- Vapetaala OlVGreaae
s
Cot OnamCer
Yr---M-Fence Line
-Cry pond
O OII 08 Ofh Bpec Fuel Junction Res
UO-Used 011 HF� Hytlraullo Pultl
IS-Fore6ay
Oil Water 9eparalor
Rewlvinp 9treem
NP-N]oil E-Empty
JPe -JPs V-Verloue POLE
'N -JPa JPto-,IPta
Inflltretlon
UN - Unknown ME - Mats, ul Storage
Figure 2.79 Site Map for Area M-213
February 2015
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184

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.15 SITE OVERVIEW — AREA N
2.15.1 Facility Description
Area N includes a network of 13 vehicle maintenance facilities and POL storage areas. The other
prominent industrial activities associated with this area are 12 wash racks draining to OWSs. Area N is
north of Honeycutt Road along both sides of Blackjack Street and along the east side of Logistics Street
north of Honeycutt Road. Detailed locations of vehicle maintenance activity, ASTs, and associated
pollutant sources at Area N are illustrated in Figure 2.80 through Figure 2.88. Applicable structural
controls also are illustrated, including ditches, storm drainage systems, and OWSs. The map for this
facility was modified based on field observations and review of existing maps provided by the Master
Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area N:
Building Numbers: N-4317, N-4602, N-4904, N-4909, N-5014, N-5019, N-
5025, N-5401, N-5405, N-5505, N-6625, N-7101, N-7102
Physical Location: North of Honeycutt Road along both sides of Blackjack
Street and along the east side of Logistics Street north of
Honeycutt Road
Site assessment of this area indicates that stormwater drains from the industrial activities in this area flow
to Fort Bragg designated outfalls 94, 95, and 96 all of which are located in the Cross Creek -Cape Fear
River watershed drainage area and Outfall 89 which is located in the Rockfish Creek watershed drainage
area. Only the outfalls associated with industrial activities are discussed in this chapter. This area contains
a complex stormwater drainage system. This complex system is presented through descriptions of these
areas that drain into each outfall.
The paved areas around buildings N-4904, N-4317 and N-4602 are sufficiently sloped so that drainage
generally flows to the southwest through a network of drains to Outfall 89. This outfall empties into a
tributary to Rockfish Creek. The area around building N-5025 is mostly paved with the remainder covered
in gravel and sloped so that drainage flows through a network of drains to an underground infiltration
gallery on site. The overflow from the infiltration gallery discharges to a drainage ditch that drains to the
Cross Creek -Cape Fear watershed. The paved areas around buildings N-5014, N-5019, and N-4909 are
sloped to encourage runoff flows to the east; some drain through Outfall 94 and some drain into a ditch.
All stormwater runoff from buildings N-5014 and N-5019 discharges into a tributary to Cross Creek -Cape
Fear watershed.
The paved areas around buildings N-5405, N-5401, and N-5505 are sufficiently sloped to encourage
runoff flows to the east to outfalls 95 and 96, which empty into a tributary to Cross Creek -Cape Fear
watershed. Site assessment of the area around buildings N-7101 and N-7102 shows there are no
stormwater inlets, and all stormwater is confined in this area. An earthen berm exists around the perimeter
of these buildings. The partially paved areas in this facility are west of building N-7102 and are sufficiently
sloped so that general drainage flows east. The unpaved area south of building N-7102 is sloped so that
February 2015 185
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
general drainage is also to the east. Areas east and north of building N-7102 drain north and east,
respectively, into a low area (northeast of building N-7102) where it appears runoff puddles and then
evaporates or soaks into the ground. The area around building N-6225 is partially paved and sufficiently
sloped so the drainage generally flows to the east through a network of drains to Outfall 96.
2.15.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.15.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.15.2.2 Outdoor Storage
Used oil ASTs and JP-8 ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded.
2.15.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance facilities. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries, and repairing
small equipment. Light maintenance is conducted at buildings N-4317, N-4062, N-4904, N-5019, N-5014,
N-4909, N-5025, N-5401, N-5405, N-5505, N-6225, N-7101, and N-7102.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
Area N has twelve wash racks that are located near buildings N-5025, N-4317, N-5014, N-5019, and N-
5505. The wash racks east of buildings N-5014 and N-5019 are serviced by the OWS east of building N-
5019 (N-4917), and the wash racks southeast of N-5505 are serviced by the OWS southeast of building
N-5505 (N-6002). Both OWSs drain into the sanitary -sewer system. The GC associated with building N-
5505 is equipped with an overflow outlet that drains into the storm -sewer system to Outfall 96.
The GC associated with buildings N-5019 is equipped with an overflow outlet that drains into the storm -
sewer system to Outfall 94. The drainage area north of building N-5025 is utilized for the transferring of
fuel from tankers to vehicles and drains into a GC (N-5025B) and OWS (N-5025B), which discharges
into the underground infiltration gallery on site. The overflow from the infiltration gallery discharges into
a drainage ditch that drains to the Cross Creek -Cape Fear watershed. The drainage area north of N-4317
is utilized for the transferring of fuel from tankers to vehicles and drains to OWS (N-4317B), which drains
directly into the storm -drain system associated with Outfall 89. Table 2.52 lists the capacities of the OWSs
and GCs, as applicable.
February 2015 186
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.38 OWS/GC Capacity Summary
Location
Unit ID
Drainage
Materials
Receiving
Outfall
Drainage
Design
Area
Handled
Stream
Number
Area (sq ft)
Capacity
Activities
(Gallons)
N-
Vehicle
N-5025
5025B
POLs
Cross Creek
N/A
3,200
Maintenance
Available
(OWS)
N
Vehicle
Not
N-5025
5025B
POLs
Cross Creek
N/A
3,200
Maintenance
Available
(GI)
N-4917
Vehicle
N-5019
POLs
Cross Creek
94
2,160
6,800
(OWS)
Maintenance
N-4917
Vehicle
N-5019
POLs
Cross Creek
94
2,160
420
(GI)
Maintenance
N
Vehicle
N-5019
4917A
POLs
Cross Creek
94
2,160
400
Maintenance
(GI)
N-6002
Vehicle
N-5505
POLs
Cross Creek
96
1,400
940
(OWS)
Maintenance
N-5505
Vehicle
N-5505
POLs
Cross Creek
96
1,400
340
(GI)
Maintenance
N-4317
Vehicle
Rockfish
Not
N-4317
POLs
89
6,000
(OWS)
Maintenance
Creek
Available
2.15.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area N that produce dust or particulate materials.
235.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.15.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
February 2015
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187

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.15.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area P is contained in Table 2.53. The need for additional spill kits was the primary area where
improvements may be considered.
February 2015
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188

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.39 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Loading/Unloading Areas
hydraulic fluids,
Outdoor
located throughout the
Unloading of vehicles/trailers to uncovered areas,
Yes
Yes
acids, metals, and
facility.
then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
facility.
with secondary containment.
unknowns
Used Oil ASTs are located
north of Bldg. N-5019,
north of Bldg. N-4909,
POL
Outdoor
southwest of Bldg. N-5505,
ASTs are 500-gallon and 1,000-gallon tanks with
Yes
Yes
and located east of Bldg. N-
integral secondary containment.
4317 and JP-8 ASTs are
located east of Bldg. N-
4317.
Twelve wash
POL, antifreeze,
racks/drainage areas are
The wash racks drain to OWSs that discharge to
hydraulic fluids,
Outdoor
located throughout the
the sanitary sewer system. The drainage from the
Yes
Yes
acids, paints, and
facility. Only two drainage
transfer areas discharges to the storm sewer
unknowns
areas are currently being
system.
used.
Tires and scrap metal
Tires and scrap metal stored on paved and unpaved
Tires and metals
Outdoor
storage located throughout
areas and not covered.
Yes
Yes
the facility.
February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.15.4 Significant Spills or Leaks
There were two reportable spills or leaks reported to NCDEQ that occurred at this site in the last 3 years.
The first spill consisted of 12 gallons of gasoline, which occurred on February 27, 2012, at building N-
3905. The second spill consisted of 8 gallons of gasoline and occurred on July 2, 2013, at building N-
3905. There are no recorded activities of NSWD and no evidence of NSWDs. The visual observations
conducted in the study area presented in Table 2.54.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.40 Potentially Polluting Material Inventory Summary
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 89, 94, 95, or 96.
No evidence of spills or leaks was observed, adequate containment
HM Storage Sheds
- enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Used Oil ASTs/Heating
Small amount of spills were apparent. There was no evidence of
oil USTs and ASTs/JP-
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
8 ASTs
tank.
All vehicle washing is done at the wash racks. GCs and OWSs must
Wash racks
be routinely inspected and serviced to function properly. All
Low
equipment appeared to be in good condition.
2.15.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
February 2015
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190

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Complete descriptions of these BMPs are provided in Appendix 2.
2.15.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.15.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.15.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area E include Underground Infiltration Fields, Infiltration Areas, and Bioretention Basins.
2.15.9 Additional Recommendations
Placement of spill kits throughout the facility will greatly enhance the ability of facility personnel to
rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits should be
placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas and the
loading/unloading areas.
February 2015 191
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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by Fart Bragg. A8c18 assumes no rpsppnslblllry MriFe accuracy Prepared By: AScl3
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bcetions of iM1s systems itlentlfietl antl eveluetatl tluring Mls stutly. Road Coo Mlnare System: N/GS 198d UTM Zone 17N
February 2015
Figure 2.80 Locator Map for Area N
192
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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February 2015
Figure 2.81 Detail Map for Area N
193
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75
1, r I I I I I I, r. (Yards
Site Map ex,em m«Ipatpr Building N: 4317, 4602
ap Np,es.
/yT.r a
50% imper m- area vrithi. areas] of ntemsi
-r• p •• N o Cross Creed Cape Fear River Watershed
;z Prepared b/.ASdS Int. n 49sc 1T diharges to undergrurd obasin N-06
Prepareadale mta ■,111 WS N431T receives approximately 6000 it of
Spurn: P.4 anal OIS UBPamaent N
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n•�,
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�
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a Fhid
uQ..
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•
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� Reeelving Stream
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JP4-J JP10-JP
JP10
IntihratlOn
UNK - Unknown MS - Materal Enouge
Figure 2.82 Site Map for Area N-2A
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
194

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50
I t 1 t I t t t IYards
U Ma Extentlnel for Building N: 5025 p 1�^ v- a Notes:
P.Prrid ate dy: nsds Isc. ,1N1 60% impervious area within areas) of interest
d pe F
Prepareate d d' 2014 ■1 o Gross CreeCaear fill Watershed
2Data Source. Fort Bragg GIG Department ,�V\ o llnder d Basin N-05
--' �- rdin6ymill.: WMZone GS 1d94 UT17N grown
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i
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O -Motor Oil
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a
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.FORbAY
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f12-a2 Oil il E-Emory
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JP4-JP4 JP10-JP10
_ Inlillration
Uri, -Il nkaenn MS-Materml Stnrape
Figure 2.83 Site Map for Area N-213
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
195

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Buildin N: 5014 5019
Prepared by. ASclS Inc.
Prepared gym_ 2014
Dam s— rnd hmyy GIs Department
Coordinate System: WGS 1894 JTMZene 17N
11 25 50
I I I I I I I I Yail
60% impervious area within areafs] of interest
o Cross Creed Cape Fear River Watershed
N utfall 94
as1-1,ir pretreatment devices III receives
pproximatelp 2160 11, of discharge from
a sh—ks N4917 A-D
c .r..- �
I�.�,' Lit
\'1-y. Srorm Setfall Sewer OuBMP Type -Not assigned
'F',�,� �x •� ! Aboveground Storage Tank Flour Glredlon Sand filter
- RobwBe
\� �1 ya � Poter4lalEnvHazartlSource ®StorageArea UntlergrouM Reference Table
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_ 1Vssh Rack R—d -Wet po nd G-Gamline VG -Vegetable OillGrease
O-OII OS-Ofr-Spec Fuel Junction Box
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-Dry pond li -Used 011 HF-HydraullcFluid
-a2 oil E -Empty
_ FOrebay JP8-JP3 1 rioae PO
• GII Water Separator Receiving Stream JP4-JP4 JP10-JP10
_ Inflitistlon DNK-lJntnown MS-Malerial5Nra9e
Figure 2.84 Site Map for Area N-2C
February 2015 196
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
I I I I Yards
Building N: 4909 Vial Notes:
5U% Impervious area within area(i) of Interest
o Cross Creed Cape Fear River Watershed
N D.1f.11 94
Prepared in, A i,I51nc_ �r astewater pretreatment devices N4917 receives
re Ppared dam. 2014 N, pproximately 2160 sqf of discharge from
Data Source. Fort Bragg GIS Depanmem ashracks N4917 A-0
V—d,nate System', WUS IUV4 UTMZone 17H
s-'.fi \ti W rt
Il Type
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a
'
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e
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S
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R—llving 9ln:am
Irrflltiatlpn
JP-JP4 JP10-JP10
UNK. Unknaem MS- Material 61—ae
Figure 2.85 Site Map for Area N-213
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
197

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building N: 6225
1►
Prepared by. ASd9 Inc.
Prepared date'. 2014
Data Source: Fart Bragg 016 Department
-- - Ccardinate System', VVG5158e VTMZone 17N
0 25 50
1 1 1 1 1 1 r 1 IYai CIS
60% impervious area within--(-) of Interest
, Gras Greek Gape Fear River Watershed
utfall 96
\ l :P• :.
Sbrm Sewer am Outfall
tSMFTypa
—Nat seal®ned
^ „
At—ground5torage Tank Flow Direction
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yf7
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'� t "+','
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-Constructed wetland
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p-Uiesel MO -Motor 011 Inlet
G-Ga.alina VG-veeelable Givcrease
u
Grit Chamber )( —)(— Fence Line
Ors' pOntl
LO- OS ORdapec FJel JJI1d1011 Bux
GO � B OIl HF F Hytlraullc FIUH
OII Water 3BpelatOr RBceiVing 3lrlalT
— FJfebaj'
Oil
1FP3 IR it E-Empty
JPa-JPS V-Various POLa
JP4 JP4
Inattration
V—
GMK.11nknovm MSMS- Memrlel6mreAe
Figure 2.86 Site Map for Area N-2E
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
198

Storrawater Pollution Prevention Plan (SWPPP)
� � Erl' ✓13 �r,s s�5 4
Building N: 5401, 5405, 5505
5
Legend
sor.n.�r
ra,wolr tio�
�aosw,le �unde.QOJna
! Abouoprcurd SVwagc Tank
®SnraaaAraa
-Cons4uded WeealM-We[pond
'fit PmantNlEmtsAwtl6oJrce
— Pool
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k—F--Ana
-Fonbay
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Rect9.mg5hnm-Inrixraoan
• PI L4�ater seaeramr
amp Type
-N.—ired
Uulfall
= 5—%.1ice
OUs"fieer
Figure 2.87 Site Map for Area N-2F
Fort Bragg, North Carolina
0 25 50
Yards
Absolute Scale 1:1 250
Map Notes:
� 50% impervious area within:feats) of interest
To Cross Creek Cape Fear River Watershed
Outfall 96
OWS n6002 receives approximately 1400 sgfl of
discharge from rvashracks N5506 A-U
Reference Table
U-Olesel MO -Motor of Inbl
a - aasollre VG- Vegelebk Oiba'..
O-Oil 0.9-Ce3pnc Fuel u'i[kvn B.UO. Ld Oil W . Hydraulic FI
02 *200 E Error
J1`8-JP8 V Vane.. POLS
JP4.JP4 aP1
UNN. Unknovn 0.
MS.IWInial3brnJP10
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
199

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0
25 50
I I I t Yards
Site Map Extent Indicator
Building N: 7101, 7102
ap Notes:
N
- a'Y
Przpareb by A565 Inc
Preparetl Cate 2014
data Source: FVrt Saw G15 Department
Ccord—System. WGS 1854 UTMZ... 17N
,N5
1 5011, impervlaus area within areas) of interest
o Cross Creek Cape Fear River Watershed
utfall 105
Le end
@@@ {--
'
ssormsewar ®Stcrage area answale
Not assigned
.CGS✓s i�v,-tryE ����'.mw,..*°"'" ��
III A—g--d Storage Tank Road Conslrudetl wetlantl
Santl filter
R¢f¢rence Table
1`q��k a m 4p�Jm
T3' P
rt'r PotenlialEnvHazardSource 1HF Fence Line -Dry pontl
OuHall �Recerving Stream—Fprebey
Untlerground
Vy [pond
D -Diesel MO -- Motar 011
G-Gawline VGVegetable 011fGr— Inlat
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y \
!_4
. 1f2 -.Yf2 .tl
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e�
T\gM L
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JP10-Jpt0
y \ y �._ T
BlOratentlOn
UNK-Unknovn
MS-Materrsl Sbrage
Figure 2.88 Site Map for Area N-2G
February 2015 200
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.16 SITE OVERVIEW - AREA P
2.16.1 Facility Description
Area P, located on Simmons Army Airfield, includes a network of 16 aircraft maintenance hangars and a
vehicle maintenance facility for grounds equipment. Other prominent industrial activities associated with
this area are eight wash racks draining to oil water separators that discharge to the stormwater drainage
system and two fueling facilities. Area P shown in Figure 2.89 is east of the Gruber Road and NC State
Highway 210 intersection. Detailed locations of vehicle maintenance activity, ASTs, and associated
pollutant sources at Area P are illustrated in site maps consisting of Figure 2.91 through Figure 2.95.
Applicable structural controls also are illustrated, including ditches, storm drainage systems, and OWSs.
The map for this facility was modified based on field observations and review of existing maps provided
by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area P:
Building Numbers: P-3642, P-4137, P-4242, P-3262, P-3354, P-3637, P-3954,
P-8944, P-3962, P-3042, P-2936, P-7937, P-9647, P-3007,
P-3807, P-2433, P-8261, P-6823, P-7529
Physical Location: East of the Gruber Road and NC State Highway 210
intersection
Site assessment of this area indicates that stormwater drains from the industrial activities in this area flow
to Fort Bragg designated outfalls 22, 23, 106, 108, 109, and 111 all of which are located in the Cross
Creek -Cape Fear River watershed drainage area. Only the outfalls associated with industrial activities are
discussed in this chapter. This area contains a complex stormwater drainage system. This complex system
is presented through descriptions of these areas that drain into each outfall.
Outfall 22 drains the largest portion of the airfield. This outfall services the entire helicopter hot fueling
area east of building P-6823, areas south and east of building P-3807, areas around buildings P-4137 and
P-4242, and the areas around the fueling facility P-7529. This fueling facility supplies fuel to military
vehicles and mobile tankers. Outfall 23 drains the areas around buildings P-8944 and P-9647. Outfall 106
drains the areas around buildings P-3262 and P-3962, and areas southwest and south of building P-3954.
Outfall 108 drains the areas around building P-2936, areas east of buildings P-3642 and P-3042, and areas
around P-3637. Outfall 109 drains the areas around building P-3354 and areas northwest and north of
building P-3954. Outfall 111 drains areas east of building P-3007 and areas around P-3637.1f outfalls 22
and 23 were contaminated, effluent could flow into Cross Creek Pond. Outfall 111 flows to Simmons
Field Lake, and outfalls 106, 108, 109, and 110 flows into tributaries to Smith Lake, Cross Creek Pond,
Simmons Field Lake, and Smith Lake acts as sedimentation pond used to control stormwater runoff
contamination. All outfalls except 111 contain an outlet protection structure used to control erosive forces
of runoff waters, and each outfall except 108 and 109 contains a rip -rap lined ditch used to control
stormwater runoff pollution.
2.16.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
February 2015 201
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
in stormwater are described below.
236.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.16.2.2 Outdoor Storage
Used oil ASTs and JP-8 ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded.
2.16.2.3 Outdoor Process Activities
Maintenance is conducted inside the aircraft maintenance hangars. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries, and repairing
small equipment and engines. Light maintenance is conducted inside all hangars. Heavy maintenance,
such as engine exchange and engine airframe repair, is conducted inside all maintenance hangars except
buildings P-3642, P-4137, and P4242, where only light maintenance is performed. Light maintenance of
the grounds maintenance equipment is performed in building P-2433.
Vehicle and aircraft fueling activities are conducted on the southwest side of the airfield near buildings P-
6823 and P-7529. The fuel point consists of 4- to 50,000-gallon double walled ASTs that are located
within a secondary containment that drains to a rubber membrane lined basin capable of holding 110
percent of the combined capacity of the four ASTs. The fueling areas for both aircraft and vehicles are
constructed so that all runoff is routed to the rubber lined basin to capture any spills that may occur during
the fueling process. This basin functions as a secondary containment for the fueling process and any runoff
captured in the basin has to be pumped from the basin. Any rain water collected in the basin is pumped to
the storm drain after verification that it is free of petroleum products.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
The Simmons Army Airfield has eight OWSs with associated wash rack areas located near buildings P-
3262, P-3637, P-3807, P-3007, P-3954, P-4137, P-7937, and P-9647. The effluent from these separators
drains to the sanitary sewer system. Field observations reveal that these 8 OWSs contain GCs equipped
with a high level bypass outlet that is used only when the capacity of the GC is exceeded. These high level
bypass outlets drain directly into the storm sewer system. The bypass outlets associated with the separators
near buildings P-3807, P-4137, and P-7937 flow to Outfall 22; the bypass outlet associated with the
separator near building P-9647 flows to Outfall 23; the bypass outlet associated with the separators near
buildings P-3262 and P-3954 flow to Outfall 106; the bypass outlet associated with the separator near
building P-3637 flows to Outfall 108; and the bypass outlet associated with the separator near building P-
3007 flows to Outfall 111. Table 2.56 lists the capacities of the OWSs and GC, as applicable.
February 2015 202
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.41 OWS/GC Capacity Summary
Location
Drainage
Materials
Receiving
Outfall
Drainage Area
Design
Area
Handled
Stream
Number
(sq ft)
Capacity
Activities
(Gallons)
Aircraft
P-3262
POLs
Cross Creek
106
7,640
1,500
Maintenance
Aircraft
P-3637
POLs
Cross Creek
108
8,970
2,500
Maintenance
Aircraft
P-3807
POLs
Cross Creek
22
8,810
900
Maintenance
Aircraft
P-3007
POLs
Cross Creek
111
8,530
900
Maintenance
Aircraft
P-3954
POLs
Cross Creek
106
8,720
2,000
Maintenance
Aircraft
P-4137
POLs
Cross Creek
22
20,850
2,500
Maintenance
Aircraft
P-7937
POLs
Cross Creek
22
17,460
2,000
Maintenance
Aircraft
P-9647
POLs
Cross Creek
23
4,620
2,000
Maintenance
2.16.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area P that produce dust or particulate materials.
2.16.2.5 Illicit Connections and Non Storm water Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.16.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.16.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area P is contained in Table 2.57. The need for additional spill kits was the primary area where
improvements may be considered.
February 2015 203
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.42 Potentially Polluting Material Inventory Summary
Material
Storage
Storage
Existing Stormwater Management Controls
On -site Now
Materials Exposed
Type
Area/Location
POL, anti -freeze,
Loading/Unloading
hydraulic fluids,
Outdoor
Areas located
Unloading of vehicles/trailers to uncovered
Yes
Yes
acids, metals, and
throughout the facility.
areas, then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage
Yes
No
acids, paints, and
facility.
buildings with secondary containment.
unknowns
Used Oil ASTs and JP-
ASTs ranging from 500-gallon to 50,000-
POL
Outdoor
8 ASTs are located
gallon tanks with integral secondary
Yes
Yes
throughout the facility.
containment.
POL, anti -freeze,
hydraulic fluids,
Outdoor
Wash racks are located
Wash racks drain to GCs that drain to OWSs
Yes
Yes
acids, metals, and
throughout the facility.
that discharge to the sanitary sewer.
unknowns
February 2015
204
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.16.4 Significant Spills or Leaks
No reportable spills have occurred in this area. There are no recorded activities of NSWD for this industrial
area. The visual observations conducted in the study area are presented in Table 2.58.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.43 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 22, 23, 106, 108, 109, and 111.
No evidence of spills or leaks was observed, adequate
HM Storage Sheds
containment - enclosed storage buildings with secondary
Low
containment, spill kits available at most locations. Storage
units are out of areas of vehicle traffic.
Used Oil ASTs/Heating
Small amount of spills were apparent. There was no evidence
oil USTs and ASTs/JP-
of leaks from the AST tanks. Spills could occur during
Moderate
8 ASTs
transfer to the tank.
All vehicle washing is done at the wash racks. GCs and
Wash racks
OWSs must be routinely inspected and serviced to function
Low
properly. All equipment appeared to be in good condition.
2.16.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
Id111

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.16.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.16.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.16.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. No ABMPs are currently in use in the
industrialized locations of Area P.
2.16.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas,
and the loading/unloading areas.
February 2015 206
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'0'50•w 79'00"W 78'59'10'
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rnla may was Cavalopaa uama zolz a zo13 cis aata arv�iaaa
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Road oe[e soured_ Ft. eraPO crs oepertm
CooNinale System W0618041JTM Zona 17N]N
February 2015
Figure 2.89 Locator Map for Area P
207
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
78"57'0"W 78"56'40"W 78'56'20"W 78'56'0"W 78"55'40"W 78'55'20"W
35"8'20"N
=N
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Legend
Fort Bragg Area P Details Na d 9Qfea
Prep—dBy —IS
F Re�e����Pam red 2014
0 0.15 0.3 0.6 Roca Coo�sv� m 1 sot- wcsFP a 1g9,sa4RUs�rMoezo�ePNPa ,7Nt
�
Miles
February 2015
Figure 2.90 Detail Map for Area P
208
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75 100
I I I I I I I I 1 I I I I I r I. I yards
Site Ma Extent Indieatar
3 Q
Building P. 3007• O�
_r. x
JO
Asp Notes:
Prepareddate 201a
60%impervious area within area(s) of interest
.>";� m ��� lam`—'�'�°• zzz ...
G-1 e. Fmt©rWG G 894 UTrtmsnr
Coordinate System. WG5189411TMZona 1lN
Legend
.Gr.
o Gross Creek Gape Fear Watershed
22, Ill
JA
ew"- >• P
�• ,�Cj�1r1i��Fll
Ste -sewer aaq Outfell
aMP Type
Not flealgned
,p
•i
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Blaretenlion
and lllter
h-: `
�1
alaewele
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-Desel MO Motor Oil
-'
Wash Rack Road
Y✓et pontl
G -Gaeol ne VG vn'ubOaGre
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1
F
„ '�,y ,
,.rra.
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-Dry pond
UO Uaatl ON HF Hytlraullc Flultl -
1'SLi
k i J r
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— Forebay
Infiltration
rrz-azol E Empry
JPB -JP8 V-Va'oua POLS
U. e9turege
UNK�U'hoMS.M.1.,
Figure 2.91 Site Map for Area P-2A
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
I4119

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
10
Building P: 2433, 2936, 3042, 3637, ° r r r .. r r .°r t t 7�t r °Yards
Ske Ma Extent Indicator 3642, 4137, 4242
ap Notes:
N
_ .+�• �"'"^', Preps retl M:AScIs Inc 6a % Impervlaus area Wltnln areal sj of interest
Prepared dn�_20i4
'gyp- o Crass Creek Cape Fear Watershed
ra w.r 1p M1^ Coordru Force e9ecls 4 TMZont
'"e re* ���j���y'-�a��� #r , �• '+q� Coordinate 5yatem wGs 7Ba4 UTMZone 17N utfalla 27, 188
;•`_
�y��� - �vj t�7
storm sewer W outfall
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-°%y;,"
�
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,1,Ef�xG
,,,,,, ,
-�• � �`a
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:.- d•v ,i,y...+
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- Underground
xararanao Ta e
p-C:eael dI MO -Motor Oil
\4• - •'-
•'� 5 -.l,� �'_ _
u >.5 ° K •4.�'
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-Wet pond
C-c-aasollne va- vegrsaerolucrease Inlet
Uo 0 0.5-Ofl-Spec Fuel - �Junction Bnx
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jps Oil E-Empty
JPB- JPS V Venoue POL9
a
.
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JP4-JP4 JF10-JP10
e
••. _• \ t _m°w. _- r
In(Itration
JW J.knorm MS-Materiel5tarage
Figure 2.92 Site Map for Area P-2B
February 2015 210
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building P: 3262, 3354, 3954, 3962
N
Prepared by: ASdB In
Pr .d date- 2014
Data Bout. Fort Bragg 018 Depanmant
�oorainats sysrem' = r994 UTIV ane 17N
0 2S 50 7s 100
I I r I 1 I I t I I t I I t I I I yards
50% impervious area within areafa) of irtt.—I
r Grass Greek Gape Fear Watershed
utlalls I us. 109
Storm Sewer
M Outfall
amp Type
Not seal®ned
Atr,eg—rd Shrrage Tank
Flow Direotion
aoreteneon
Send filter
- Bioswale
PotemlalEnVHanrdSoures
® Storage Arse
Und.rgrcund
aararenca Taela
_
Wash Rack
—Road
- Constructed wetland
We[pond
o-olesel Mo-MMor of I_]'I Inlet
G-Gasoline VG-Vegaiable oluGreaaa
0.0II O-Oe-Bpea Fuel Juu�tion 3u.
�.
GM Chamber
k—�r- Fence Line
Gfy pond
UO - Used GIl HF Hydraulla Flultl
44PB J eel v VLs
.
011 water 3epera1or
` ReCelving 9lraam
Faretay
ano e
JP4JP4 JP10 'JP10
_ IMIltratlon
JNk-Unknawn MS-Mateilal Storage
Figure 2.93 Site Map for Area P-2C
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
211

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50
I I I I I I I I (Yards
Building P: 6823, 7529
CI]Prepared by: AScIS lnc. �ra60% irnperWous area with In area(.) of Interest
PrepgreI date: 2014 N Cross Creek Cape Fear Watershed
Data Sour..e' Fort Brepg DIS D pad —
oordinate System. WGS 1894 UTMZone 17N utfa115188, 709
Sewer ®StorageArea Bloewa le Notassigned
l ! Aboveground Store®. Tank Roatl - Canetructetl wetlantl Sand filter aererecce reels
D-Diesel MO - Motor Oil
Pote,tolEnvq—ASourae Fence Line - Dry rand U,dergrouM G-Gasoline VG-Vegebble OiVGrrase Inlet
0-011 OS-01fSpep Fuel Junctlpn Box
^'~�,� iiA quVell Receidng Stream- Foreeay --1 pond UG - Used OIl H. ,P,)r@u11c FIJI
k2. 42 Od E. Empty
JP8-JPB IIIIous POL5
Fl- C111BC110n BMP Type Iflrlltrat— JP4. JP4 'Pi",
JP10
_ 61oretention U. - llnk — M9- Material stamps
Figure 2.94 Site Map for Area P-213
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
IAVJ

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building P: 7937, 8944, 9647, 8261
1
Pretend by AS.18 Inc
Prepared dam_ 2o1 a
Data Sou rce Fort Bragg O1S impartment
Caortlinate Syslem: W051994 UTMZone 17N
0 25 50 75 100
IIIII III IIIIIIIIIYards
60% Imparvfoue area within area(&) of Interest
I Cross Creek Cape Fear Watershed
utfalls 22. 23
8— Bawer Iim 00e11
IMP Type
Nctesalgned
Am -ground Storage Tank Flow Direction
-Bloretenn'an
Sand filter
r
-e
Pcl. 11e lE,,H..,d Source ® Storage Area
- Bldawalfi
- Underground
Iamreaoe Table
Waeh Rack —Road
=Canetr-tedw Lard
_Wet pond
O-Deael MO -Motor Oil gill Inla1
aom
Cry pond
C.On�llaa OS-071�So. Fuel Junotlon Box
UO - Used 011 HF- Hydraellc Fluld -
Grit Chamber JHE Fence Llne
0-00i1 E - Empty
.JP8JP6
Oil Water Separator Receiving Blraam
FI.—JP4
'-Various POLS
-JPa JP10JP1g
_ lntiltration
UNK- llnkn.-MS- Material Storage
Figure 2.95 Site Map for Area P-2E
February 2015 213
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.17 SITE OVERVIEW - AREA POPE
2.17.1 Facility Description
Area Pope includes a network of six aircraft maintenance hangars and eight vehicle maintenance facilities.
Other prominent industrial activities associated with this area are the HazMart facility and the tank farm
fueling facilities. Area Pope shown in 2-96 is located north of Hurst Drive to Surveyor Street and east of
Rifle Range Road to Armistead Street. Detailed locations of aircraft and vehicle maintenance activities,
ASTs, and associated pollutant sources at Area Pope are illustrated in site maps consisting of 2-98 through
2-103. Applicable structural controls also are illustrated, including ditches, storm drainage systems, and
OWSs. The map for this facility was modified based on field observations and review of existing maps
provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area Pope:
Building Numbers: 150, 155, 175, 250, 454, 558, 562, 618, 708, 712, 715, 723,
741, 750, 768, 775, 778
Physical Location: North of Hurst Drive to Surveyor Street and east of Rifle
Range Road to Armistead Street
Site assessment of this area indicates that stormwater drains from the industrial activities in this area flow
to Fort Bragg designated outfalls 302, 305, 306, 308, 310, 311, 312, 313, 315, 316, 326, 333, 347, 349,
353, and 354 all of which are located in the Outlet Little River watershed drainage area. Only the outfalls
associated with industrial activities are discussed in this chapter. This area contains a complex storm -water
drainage system. This complex system is presented through descriptions of these areas that drain into each
outfall.
The paved areas around Building 150 are sufficiently sloped so that runoff flows to the southwest through
a network of drains to Outfall 347. The grass and paved areas around building 155 are sufficiently sloped
so that runoff flows to the northeast through a network of drains to Outfall 349. The paved areas around
building 175 are sufficiently sloped so that runoff flows to the south and through a network of drains to
Outfall 326. The paved areas around building 250 are sufficiently sloped so that runoff drains to the north
through a network of drains to Outfall 333. The paved areas around building 454 are sufficiently sloped
so that runoff flows to the north through a network of drains to Outfall 354. The paved areas around
building 558 sufficiently sloped so that runoff flows to the west through a network of drains to Outfall
315. The paved areas around building 562 are sufficiently sloped so that runoff flows to the east through
a network of drains to Outfall 316. The paved areas around building 618 are sufficiently sloped so that
runoff flows to the north through a network of drains to Outfall 313. The paved areas around building 708
are sufficiently sloped so that runoff flows to the north through a network of drains to Outfall 312. The
paved areas around building 712 are sufficiently sloped so that runoff flows to the north to Outfall 311.
The paved areas around building 715 are sufficiently sloped so that runoff flows to the north through a
network of drains to outfalls 310 and 311. The paved areas around building 723 are sloped so that the
runoff flows to the north into a secondary containment area with an isolation valve that discharges to
February 2015 214
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Outfall 308. The paved areas around building 741 are sufficiently sloped so that runoff flows to the north
through a network of drains to Outfall 306. The paved areas around building 750 are sufficiently sloped
so that runoff flows to the north through a network of drains to Outfall 305. The paved areas around
building 768 are sufficiently sloped so that runoff flows to the north through a network of drains to Outfall
302. The paved areas around building 776 are sufficiently sloped so that runoff flows to the north to
Outfall 353. The paved areas around building 778 are sufficiently sloped so that runoff flows to the east
through a network of drains to Outfall 302.
2.17.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.17.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids utilized in the O&M of aircraft and military vehicles.
2.17.2.2 Outdoor Storage
Diesel ASTs, MOGAS ASTs, and JP-8 ASTs are located throughout the facility. All ASTs are required
to have secondary containment and must be grounded.
2.17.2.3 Outdoor Process Activities
Aircraft maintenance is conducted in all hangars. Light maintenance activities include changing oil and
oil filters, draining hydraulic and antifreeze fluids, servicing batteries, and repairing small equipment and
engines. Light maintenance is conducted inside hangars 741 and 750. Heavy maintenance, such as engine
exchange and engine airframe repair, is conducted inside maintenance hangars 708, 712, 715, and 776.
Light maintenance of the aircraft support and maintenance equipment is performed in buildings 150, 155,
175, 250, 558, 562, 723, 768, and 778. Light maintenance to personal vehicles and military motor vehicles
is conducted in building 768 to include changing oil and oil filters, draining hydraulic and antifreeze fluids,
servicing batteries, and repairing small equipment.
The fuel tank farm located on the south side of the airfield consists of four ASTs with secondary
containment dikes. There are 2-840,000 gallon ASTs, a 442,819-gallon AST and a 2,310,000-gallon AST
each are located within a secondary containment capable of holding 110 percent of the capacity of the
each AST. Any rain water collected in the secondary containments is drained to the OWS after verification
that it is free of petroleum products.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
The Pope Area has OWSs located near buildings 155 and 776. The effluent from these separators drains
to the sanitary sewer system. Field observations reveal that these two OWSs contain GCs equipped with
a high level bypass outlet that is used only when the capacity of the GC is exceeded. These high level
bypass outlets drain directly into the storm sewer system. The bypass outlets associated with the separators
February 2015 215
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
near building 155 flows to Outfall 346; the bypass outlet associated with the separator near building 776
flows to Outfall 353. Table 2.60 lists the capacities of the OWSs and GCs, as applicable.
Table 2.44 OWS/GC Capacity Summary
Location
Unit ID
Drainage
Materials
Receiving
Outfall
Drainage
Design
Area
Handled
Stream
Number
Area
Capacity
Activities
(sq ft)
(Gallons)
155
155
Aircraft
POLs
Tank Creek
346
110,000
4,300
(OWS)
Maintenance
776
Aircraft
776
(OWS)
Maintenance
POLs
Tank Creek
353
42,000
3,300
2.17.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area Pope that produce dust or particulate materials.
2.17.2.5 Illicit Connections and Non Storm water Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.17.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.17.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area Pope is contained in Table 2.61. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015 216
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.45 Potentially Polluting Material Inventory Summary
Material
Storage
Storage
Existing Stormwater Management
On -site Now
Materials Exposed
Type
Area/Location
Controls
POL, anti -freeze,
Loading/Unloading
hydraulic fluids,
Outdoor
Areas located
Unloading of vehicles/trailers to uncovered
Yes
Yes
acids, metals, and
throughout the facility.
areas, then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage
Yes
No
acids, paints, and
facility.
buildings with secondary containment.
unknowns
Diesel Fuel ASTs are 500-gallon, 1,000-
Diesel Fuel ASTs and
gallon and 2,500-gallon tanks with integral
MOGAS ASTs are
secondary containment. MOGAS ASTs are
located at buildings
500-gallon and 1,000-gallon tanks with
POL
Outdoor
768 and 250; JP-8
integral secondary containment. The JP-8
Yes
Yes
ASTs are located at the
ASTs located at the tank farm are two
tank farm facility.
840,000-gallon ASTs, a 442,819-gallon AST
and a 2,3 1 0,000-gallon AST with secondary
containment dikes located around each AST.
POL, anti -freeze,
Secondary containment dikes drain to GCs
hydraulic fluids,
that drain to OWSs that primarily discharge to
acids, metals, and
Outdoor
Fuel Tank Farm.
the sanitary sewer with high-level bypasses
Yes
Yes
unknowns
that discharge to the stormwater collection
system.
February 2015
217
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.17.4 Significant Spills or Leaks
No reportable spills have occurred in this area. There are no recorded activities of NSWD for this industrial
area. The visual observations conducted in the study area are presented in Table 2.62.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.46 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
No evidence of spills or leaks was observed. No secondary
Loading/Unloading
containment is provided. A spill of materials during unloading
Area
could drain to outfalls 302, 305, 306, 308, 310, 311, 312, 313,
Low
315, 316, 326, 333, 347, 349, 353, and 354.
No evidence of spills or leaks was observed, adequate
HM Storage Sheds
containment - enclosed storage buildings with secondary
Low
containment, spill kits available at most locations. Storage
units are out of areas of vehicle traffic.
Used Oil ASTs/Heating
Small amount of spills were apparent. There was no evidence
oil USTs and ASTs/JP-
of leaks from the AST tanks. Spills could occur during
Moderate
8 ASTs
transfer to the tank.
All vehicle washing is done at the wash racks. GCs and
Wash racks
OWSs must be routinely inspected and serviced to function
Low
properly. All equipment appeared to be in good condition.
2.17.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
218

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.17.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.17.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.17.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area Pope include dry ponds and wet ponds.
2.17.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas,
and the loading/unloading areas.
February 2015 219
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'1'40"W 79'0'5XW 79'0'O"W 76'59'10"W 76'56'20"W 76'5T30"W 76-56'40"W
gg&�
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Legend
Fort Bragg Pope AA F � Forc Bragg Building
A Area
r=orc Bragg B011a ing area
FOROFFICAL 115E ONLY
O Fort Bragg Industrial Area
by F 5 um s no p as d 1I SPo M1e ae c rav Preparetl By'. A-1
of. or o missions inn. Me on e I data � detl the Fort Bm � Receiving Stream Pre d �aFe: 2014 gin. pthi, dy ggy pare
I.. Oeperlment. A3c13 has uptlated this map m provide eppmximaro Road Sara VIlI Ft 9ragg UT Department
I..of Ike systems itlen[pletl antl svaluatetl during Mls study. Coortlinate SYerem: WGS 18B4 IITM Zone 17N
February 2015
Figure 2.96 Locator Map for Pope AAF
220
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79"2'0"W 79'1'40"W 79'1'20"W 79"1'0"W 79"0'40'W 79"0'20"W 79'0'0'W 78"59'40"W
35'11'20"N
r
y �Fs
/ vN Ao p➢
m �P
W�
NTA
, \ pp 35'11'0"N
35'10'40"N
mnNCHesren no
OOD i j ./ S '� �`� o �•^b a se m
s lozo 3 � N
zz
Wo �
Z.
3510'0"N
O R 01,
o
Legend
Fort Bragg Pope AAF Details N
A S a d 9Afea
oe�,ld,,9
- Receiving P� parere dey
n-1S
Strm epatlDe204
0.2 0.4 0.8 sy,_ ,_ISnt0 Fcsea zoe
Miles
February 2015
Figure 2.97 Detail Map for Pope AAF
221
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75 100
Building Pope: 741, 750, 768, M a r l r l l l l l l l t 1 1 1 Yards
Site Map Extent Indicator 776, 778 Z ap Notes:
Praperad by: AScIS Inc,
Prepared date: 2014
Oats Source. Fort Ora' GIs L§pertment
Coordinate System', WOS 1594 VTMZone 17N
50% impervious area within area(s) of interest
N o Outlet L1t1Ie River Watershed
n utfell 353. 302, 306, 305
�1 WS 776 receives approximately 42,000 sqH
t flow within the drainage area
storm sewer
am Outml
6MP Type
- Not asalgnad
AWvaground sorage Tank
I'l—Direction
Bioretention
�Sandfilter
•
F.1e,t14IE,vH.—c3—..
®Storage Area
— Bioawale
- Underground
Reference Faele
_
Wash Rack
Roatl
Constructed wetland
Wet pond
O. Oies 1 Mn. Motor Oil Inlet
G-Qaaeline VG-Ve,--a VGrease
O OII 05-Off-Sic-Fuel Junetlon Sc.
Grit Chamber
)C--)F Fence Llne
0ry Pond
VO - V.c OII HF - HyVmulic Fluld
02-M20il E-Empty
Oil Water Separator
Receiving Ste_
- Fcrebay
JP8-JPB V. Variaua PCLS
JP4-JP4 JP10-JP10
_ Infiltrallpn
VNI(-Vnkn_r MS- Materiel storage
Figure 2.98 Site Map for Pope-2A
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
I.i►WJ

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75 100
Building Pape. G72 3, 715, 712, I I r r I I I I r r I 111 1 Yards
Site Ma ISM-- Indicator 708� 61 p
�T--... _. ,� ;' / O O Pop Notes:
W
Prepared by. AS651no
Prepared data: 2014
Oeta eouroe, Fort Bragg 018 Department
Coardlneb Syelem. N 51894 UTMZone 17N
50% impervious area within areas) of interest
a Outlet Little River Watershed
utfell 300, 310, 311, 312, 313
Storm Sewer +7 Outfall
Mile Type
—Not aaelgned
At,o—g—,d Storage Tank Flaw Dimclion
9iorelention
r-1
Band Otter
Pcient 81EOYFiSaardSOun)e ® Storage Area
BIOSwB@
Vntlerg—rio
aarerenea Table
- C.ratrudl dwetla
D-Dleael MO - Motor 011
_
Wash Rack —Road
nd
Wet Pond
G-Gaoollna VG- Vegetohli Inlet
-ory
O-Oil OS-Otf-Spec Fuel Junction 3=
�
Grit Chamber >(--)(—Fence Line
pond
uo-uas11 oil NF mi�Fmia
pT. iZ 011 E- ErrptyEmpty
-JPa V Verlopa POLE
•
OII Water S¢perafpr r� Receiving Stream
Farabay
'JP
J P4 -JP4 JP1O-JP1O
Inriaratlon
tINK-tin Nnawn MS-Material5brage
Figure 2.99 Site Map for Pope-213
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
223

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
594
♦
552
��w
d
fI r
650.
►.� 6%RO
t LLv
555:1
0 25 50
I i I Yards
Site Met, Extent Indicator
%
Building Pope:
S S8, 562
Map Notes:
Prepared Lq AS is Inc.
1
Preps ddale:2074
69 %impervious area within areas] of
interest To Outlet Little River
r• �( f� /
\
Vpp Gls ALJTMneln
Coordlnare 9ptam�, W09 109e UiMZona 17N
Coordinate
legend
utfall 315,$10
a r�p
swan sewer am oatrall
Ahoveground 5loaga Tank Flaw Direction
SMP Type
amr—r—
Not eeelgned
�3antl11ter
_
�,.y
:dt�ieQ4ia' r i` l ., i
PotentialEnvHazard9ource ® Storage Aree
- emswale
C anecruoteA we118TG
-Underground
Referenee Table
O- pleeel MO -Melar Oil
Inlet
Wash Rack Roatl
- VJeI pond
G Gemline VG Veaelanle ONG ease
_ t'e
Y J'� +r G',
Grit CflBmbeY K—�E FBnOB LIne
pv
O Oil OS Old Spec Fuel Junction box
000lls !)II revile alud
/12 f/20it i1 E E-Em Empty
JPB-JPe V,Varoua POL9
OII Water Separator Recel,ing Stream
IJY
JPe.JP4 JP10-JR10
.•k - a �,.; x. •R3 l- �-'
Ili:ilinn
UNK-Unknown MS Marerel S-rit,
Figure 2.100 Site Map for Pope-2C
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of thi plan.
224

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building Pope: 454
N
Prepared by. ASols Inc.
Prepared tlale M14
(Iir. Sou — FOR Sregg GISr p. Rment
CVa rd-W System'. WOS 1$14 UT vi 17N
Sim—S.— 00,11
6MP TYPa
Net ... ig,
0
Ab—grp..d Storage Tank Flow Drrectivn
-Bioretenhon
Sandflltef
}V,u(
Potil AlEnVHaZel`08 a ®9tOtBge Area
- BloawalB
- Lndergrau
_
We hRack Roatl
C°nstrucled wetland
-Wet....
Orll Chamber x lE Fli—Llne
- oly pond
•
Oil Water Separator Receiving Stream Forebey
_ Infiltration
Figure 2.101 Site Map for Pope-2D
0 25 50
I I I I I I I I I Yards
50 % Impervious area within area(,) of interest
> Outlet Little River Watershed
uffall 354
Rare.— TaGle
❑- Asset MO- Met.r Gil Inlet
G-Gasoline VG-Veg elsble OlUGr®se
UO- OS-Otf-Spec Fuel J t 13
UO-U.etl 011 HF-Hytlraulla Flultl unc ion or
e2.02011 E - Empty
JP B � JPB V. Varl... POLS
JP4-JP4 JP10-JP10
IINI(- Unknown M5 - blaterel Storage
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building Pope: 175, 250
1►1
Prelk,ed by. ASolS lna
Pre Fared dew.- 2014
Clete S-r- Fart Bopg GIS Depedment
Caordlnate System: WGS 1894 UTM7ane 17H
Storm Sewer
rr�
Cutfell
BMP Type
Not assign
Aboveground Storage
Tank
Flow Direction
Bioretenlion
Sand filter
PotentialEnvHazardSource ®Storage
Area
Bioswale
Underg rou
Wash li
Road
-Constructed wetland
Wet P-d
Dry
Gdt chamber
Xl
Fence Line
pond
.
Cil Water Seperator
Receiving Stream
Forebay
_ Infiltration
Figure 2.102 Site Map for Pope-2E
0 25 50 75
1 1 1 1 1 1 1 1 1 1 1 1 1 Yards
50 % impervious area within area(s) of Interest
e Outlet Little River Watershed
uttall 333, 326
Reference Table
D- Mosel MO -Motor oil Inlet
G-Gasoline VG-Vegete bla Oirl ,-ee
O-oil OS -off -Spec Fuel JunstIOn BON
UO-Used Oil HF- Hydraulic Fluid
N2-iTl Oil E-Empty
JPB-JP8 V-Yarimua POLS
JP4-JP4 JPtc-JP10
UNK- Unknown MS- Maleriel51vra9e
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50
1 1 1 1 1 1 1 1 ) Yards
Building Pope: 150, IS W.pNOt—
'� 60% Impervious area Wthln area(s) of Interest
o Outlet LRtle River Watershed
M A y U �+ Prepared by ASCI51nc N utfa11347, 349
Wro 5 Pope155 receives appximately 119,9095gft
.14 f
o�m�ecment ■i dlscharge from secondary containment dikes
Fort &egg is oepan
'J; 1- ,`.\ Ill '�, j COordlne�5ystem. W08:1854 UW7— 17N N Dune the abovegroune storage tanks.
Storm Sewer
rr� Outran
RMP Type
N,.t assl g-d
Q
Aboveground St—ge7ank
Flow DIreaion
Bloretention
�S-O filter
PO[enllalEnvHazartlSOurce
® GOIN, Area
Bloswale
lJnderground
Reference Table
Wash Raek
—Road
- Conakructed wekand
—Wet Pond
N-Uiesal MO -Meter 011 Inlet
G-Gawline VG -Vag etabk otkG cease
Dry end
UC. HF Hyd pec Fuel Junotion B.
Uo-Used oil HF-Hydre.ubc Fluid
Grit Chamber—
Fence Line
--I E - Empty
•FOrebay
GII Water 5epera4pr
Rep.'In'Stmam
JPS-JPS V-Venous POLS
JP9-JP4 "Ig-JP1O
_UNK-Unk—
Infiltration
MS-Matarial5braga
Figure 2.103 Site Map for Pope-2F
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
227

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.18 SITE OVERVIEW — AREA R
2.18.1 Facility Description
Area R contains aviation maintenance facilities. Area R shown in Figure 2.104 is located northwest of the
intersection of Second Street and C Street. Detailed locations of vehicle maintenance activity, ASTs, and
associated pollutant sources at Area R are illustrated in site maps consisting of Figure 2.106. Applicable
structural controls also are illustrated, including ditches, storm drainage systems, and stormwater control
measures. The maps for this area were modified based on field observations and review of existing maps
provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area R:
Building Numbers: R-2364, R-3065
Physical Location: Northwest of the intersection of Second Street and C Street
Site assessment of this area indicates that stormwater drains associated with the compound that contains
building R-2364 and R-3065 flow to Fort Bragg designated outfalls 321 and 324, which drain into Tank
Creek. Runoff from the paved areas around building R-2364 flows northward through a network of drains
and manholes to Outfall 322. Runoff form the paved areas around building R-3065 flows northward
through a network of drains and manholes to Outfall 321. All outfalls have concrete outlet protection to
decrease the erosive force of runoff. There was no evidence of a past POL spill in or downstream from
these outfalls.
2.18.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.18.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids utilized in the O&M of military aircraft.
2.18.2.2 Outdoor Storage
Used oil ASTs and Heating oil ASTs are located throughout the facility. All ASTs are required to have
secondary containment and must be grounded.
2.18.2.3 Outdoor Process Activities
Maintenance is conducted inside the aviation maintenance facilities. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries and radiators, and
repairing small equipment such as generators. Light maintenance is performed in buildings R-2364 and
R-3065.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building. There are no OWSs located in Area R that discharge to the stormwater system or
directly to the waters of the state.
February 2015 228
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.18.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area R that produce dust or particulate materials.
2.18.2.5 Illicit Connections and Non Stormwater Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.18.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.18.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area R is contained in Table 2.64. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015 229
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.47 Potentially Polluting Material Inventory Summary
Material
Storage
Storage
Existing Stormwater Management Controls
On -site Now
Materials Exposed
Type
Area/Location
POL, anti -freeze,
Loading/Unloading
hydraulic fluids,
Outdoor
Areas located
Unloading of vehicles/trailers to uncovered
Yes
Yes
acids, metals, and
throughout the facility.
areas, then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located south of
HM Storage Sheds are enclosed storage
Yes
No
acids, paints, and
building R-3065.
buildings with secondary containment.
unknowns
1,000 gallon used oil
AST located south of
building R-2364 and a
POL
Outdoor
1,000 gallon heating
ASTs with integral secondary containment.
Yes
Yes
oil AST located
southeast of building
R-3065.
February 2015
230
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.18.4 Significant Spills or Leaks
There have been no reportable spills or leaks that were reported to NCDEQ at this area in the last 3 years.
There are no recorded activities of NSWD and no evidence of NSWDs. The visual observations conducted
in the study area are presented in Table 2.65.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.48 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Source
Visual Observations and Risk Summary
Contamination
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 321 or 322.
No evidence of spills or leaks was observed, adequate
HM Storage Sheds
containment - enclosed storage buildings with secondary
Low
containment, spill kits available at most locations. Storage units
are out of areas of vehicle traffic.
2.18.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.18.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.18.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
February 2015 231
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.18.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. No ABMPs are currently in use in the
industrialized locations of Area R.
2.18.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas
and the loading/unloading areas.
February 2015 232
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
7e•1 •aa•w
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WG51904 AIM Z-17N
February 2015
Figure 2.104 Locator Map for Area R
233
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79*1'0"W 79°040"W
0 00
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0 0.05 0.1 02 'Ol, co—,—sy,— Ft ereg au—o" 17N
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February 2015
Figure 2.105 Detail Map for Area R
o'o"N I
234
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
0 25 50 75
I r t l l l l l l l l l l Yards
site Ma Extent Indicator Building R: 2 364, 306 5
--/ ap Notes:
1v `) /� Pre�ree as�ls so5;;m thin area a f mtereat
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coordi.a systam� w 31694 UTMZooa nN utfall 322, 324
Storm Sewer
® Storage Area
= 6ioswale = Not assigned
l Ab..ground5torage Tank
Road
Constructed wetland Sand filter
Reference Table
PoterrtialEmHazartl5ource
JH(— Fence Line
-Dry pond Vnderground
❑- ❑iesel MO-Maror Oil ., Inlet
G-Lanoline VG-Vagarabb OillGraasa
r� Ou[fell
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p2.i�0il E-Empty
Flow DneGion
BMP Type
InFiltra[ign
JPe -JPe ir- Various POLs
JP4 -JP9 JP10JP10
BlOmt-Lion
UNK-Unknown M6 - Ma4sial 6brvge
Figure 2.106 Site Map for Area R-2A
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
235

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.19 SITE OVERVIEW — AREA T
2.19.1 Facility Description
Area T, also known as Camp Mackall, includes a vehicle maintenance facility and a HM storage area. The
other prominent industrial activity associated with this area is the aircraft fueling facility. Area T is located
approximately 6.5 miles west of Fort Bragg's western boundary. Detailed locations of vehicle
maintenance activity, ASTs, and associated pollutant sources at Area T are illustrated in Figure 2.107
through Figure 2.110. Applicable structural controls also illustrated, including ditches, storm drainage
systems and stormwater control measures. The map for this facility was modified based on field
observations and review of existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area T:
Building Numbers: T-2755 and T-5463
Physical Location: Approximately 6.5 miles west of Fort Bragg's western
boundary
Site assessment of this area indicates that stormwater drains form the industrial activities in this area flow
to Fort Bragg designated Outfall 207 and to onsite bioretention basins. Outfall 207 is located in the Lower
Drowning Creek watershed drainage area. Only the outfalls associated with industrial activities are
discussed in this chapter. This area contains a complex stormwater drainage system. This complex system
is presented through descriptions of these areas that drain into each outfall.
The paved areas around building T-5463 are sufficiently sloped so that drainage generally flows to the
northwest and southeast to stormwater control measures T-03, T-04, and T-05 (bioretention basins). These
bioretention basins treat the stormwater runoff with zero discharge from the bioretention basins. The paved
areas around buildings T-2755 are sufficiently sloped so that drainage generally flows to the east Outfall
207.
2.19.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.19.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.19.2.2 Outdoor Storage
Used oil and heating oil ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded.
2.19.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance facility. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries, servicing radiators,
engine repair, and repairing small equipment. Light maintenance is conducted at building T-5463. All
February 2015 236
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building. There are no wash racks or OWSs that discharge to the stormwater collection
system located in this area.
Aircraft fueling activities are conducted on the south side of the airfield near building T-2755. The fuel
point consists of two 20,000 gallon double walled ASTs that are located within a secondary containment
that drains to a rubber lined basin capable of holding 110 percent of the combined capacity of both ASTs.
The fueling areas are constructed so that all runoff is routed to the rubber lined basin to capture any spills
that may occur during the fueling process. This basin functions as a secondary containment for the fueling
process and any runoff captured in the basin has to be pumped from the basin. Any rain water collected
in the basin is pumped to the storm drain after verification that it is free of petroleum products. There are
no OWSs located in Area T that discharge to the stormwater system or directly to the waters of the state
2.19.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area T that produce dust or particulate materials.
2.19.2.5 Illicit Connections and Non Storm water Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal
2.19.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.19.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area T is contained in Table 2.67. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015 237
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.49 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater
On -site
Materials
Type
Management Controls
Now
Exposed
POL, anti-
freeze,
hydraulic
Loading/Unloading
Unloading of vehicles/trailers to
fluids, acids,
Outdoor
Areas located throughout
uncovered areas, then
Yes
Yes
metals, and
the facility.
transported into the buildings.
unknowns
POL,
antifreeze,
hydraulic
HM Storage Sheds are
HM Storage Sheds are enclosed
fluids, acids,
Indoor
located throughout the
storage buildings with
Yes
No
paints, and
facility.
secondary containment.
unknowns
Used Oil AST located at
Used Oil AST is 1,000-gallon
buildings T-5463 and
With integral secondary
POL
Outdoor
JP8 ASTs located at T-
containment. JP8 ASTs are
Yes
No
2755.
20,000-gallon tanks with
integral secondary containment.
2.19.4 Significant Spills or Leaks
There have been no reportable spills or leaks reported to NCDEQ that occurred at this site in the last 3
years. There are no recorded activities of NSWD and no evidence of NSWDs. The visual observations
conducted in the study area are provided in Table 2.68.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or at [phone].
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
238

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.50 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to Outfall 207.
No evidence of spills or leaks was observed, adequate containment
HM Storage Sheds
- enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Used Oil ASTs/Heating
Small amount of spills were apparent. There was no evidence of
oil ASTs
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
tank.
All vehicle washing is done at the wash racks. GCs and OWSs must
Wash racks
be routinely inspected and serviced to function properly. All
Low
equipment appeared to be in good condition.
2.19.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.19.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.19.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
239

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.19.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area T include Bioretention Basins.
2.19.9 Additional Recommendations
Placement of spill kits throughout the facility will greatly enhance the ability of facility personnel to
rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits should be
placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas, and the
loading/unloading areas.
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
L A101

35"6'4,
W 4' 11
35"-1'?I
35
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
10 79'35'0"W 79"33'20"W 79"31'40"W 79"30'0'W 79"28'20"W 79'26'40'W 79"25'0"W 79"23'20"W 79`21140"W 79'20'0"W 79"18'20"W
Fa
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FOR OFFICUIL Uaa ONLY
TNs map wee Cavelp pad uaing 2012& 2013 GIS data pmvlded
by Fnn Bragg A= asaumsa no reapo Fiblllty Or t" aoouraay
0. pr pmiselans In. (he prialral data pmvlded by the Fprt Bragg
31S Department ASc15 gas Updated this mapw p—de approximate
1,,,b,,, pr T, Fyat... Idaataled and avaluaWd daring th,, -dy
February 2015
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Fort Bragg BuIlding Area
O Fort Bragg Induetrlal Area
Revaluing Stream PrapalOtl dy: ABCI9
Prepared Data: 2014
Road eta source_ FL 6raap Gls Dapanment
Coordinate 9yatnm: N'OB 1984 UTM Zpna 17N
Figure 2.107 Locator Map for Area T
241
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79°30'40"W 79°30'20"W 79°30'0"W 79°29'40"W 79°29'20"W 79°29'0"W 79°28'40"W
ice\
35"3'0"N
94�
35"2'40"N
i
X 35°2'20"N
—
35°2'0"N.
35'1'40"N
Legend
Fort Bragg Area T Details aW� A—
� s,t L—t—
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0 0.2 0.4 0.8 Roaa coon oara sou2�: Fi.e regg— zoaei" a� synem: wcs 19B4
Miles
February 2015
Figure 2.108 Detail Map for Area T
242
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
L
I
r�
tr
UseJ Oil
T5463 Q
T-6483-MS-A
rr 4
P
.s
a
Ww,-�a a �-,
0 25
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Site Map Extent Indicator
Building T: 5463
Map Notes:
.
-/
Prepared
crepe.®d
M. nsms lnc.
dero. 201a
tNr
60% impervious area within area(.) of interest
o Lower Drowning Creek Watershed
Data Soura9'. Fort 5regg Q16 Department
N
o Outfall 200
Crdlnata
Syate,'. W1381964 UTMZona 17N
Lauend
=mr Sewer ® Storage Area - Bioswale
Not assigned
•
Abavagrountl storage TanN �^ Road CAnatruatad vlellantl � send filter
PotentlelE-H-ard6ouree F %—�(—ence Lino Dry pond Underground
a ...r. �-,.nl .
D ! Diesel MO. MMcr oil
tlnamllne VQ-Vegetable OilA3reaee Ingi
-
i
rid
Oxw Raoalving 6I-.--Forebay
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N2UO-Use011d Oil HF-Hydraulic Fluid
R-E-Empty
s
-
'
Flow Direction iMF TyPa Irdlkratlon
Bieretentien
IPI•JPO M•Marlou,.OLS
dP` " JF1a. 3Pio
UNK - Unkr— MS - Meteriel54rage
Figure 2.109 Site Map for Area T-2A
February 2015 243
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building
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Figure 2.110 Site Map for Area T-213
0 25 50 75 100
I r I I I I I r I I I I I I r I I Yards
60% impervious area within area(a) of interest
t Lower Drowning Creek Watershed
r Outfall 207
Reference Table
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JP4 - JP4 V- Various POLS
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NNK-Unknown MS - MaRrial Sbrage
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
244

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.20 SITE OVERVIEW — AREA X
2.20.1 Facility Description
Area X includes three vehicle maintenance facilities. Area X is located south of Chicken Road west of the
Macridge Road and Chicken Road intersection. Detailed location of vehicle maintenance activities, ASTs,
and associated pollutant sources at Area X are illustrated in Figure 2.111 through Figure 2.113. Applicable
structural controls also are illustrated, including ditches, storm drainage systems, and stormwater control
measures. The map for this facility was modified based on field observations and review of existing maps
provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area X:
Building Numbers: X-4030, X-4622, X-5620
Physical Location: South of Chicken Road west of the Macridge Road and
Chicken Road intersection
Site assessment of this area indicates that stormwater drains from the industrial activities in this area flow
to Fort Bragg designated outfalls 63 and 65 all of which are located in the Rockfish Creek watershed
drainage area. Only the outfalls associated with industrial activities are discussed in this chapter. This area
contains a complex stormwater drainage system. This complex system is presented through descriptions
of these areas that drain into each outfall.
The paved around building X-4030 are sufficiently sloped so that drainage generally flows to the south
through a network of drains to stormwater control measure X-35 (Wet Pond) to Outfall 65. This outfall
empties into an unnamed tributary of Bones Creek in the Rockfish Creek watershed. The paved areas
around building X-4622 are sufficiently sloped so that drainage generally flows to the south through a
network of drains to stormwater control measure X-35 (Wet Pond) to Outfall 65. The paved areas around
building X-5620 are sufficiently sloped so that drainage generally flows to the west to stormwater control
measure X-33 and to Outfall 63.
2.20.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.20.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.20.2.2 Outdoor Storage
Used Oil ASTs are located throughout the facility. All ASTs are required to have secondary containment
and must be grounded.
2.20.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance facilities. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries and radiators, and
February 2015 245
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
repairing small equipment. Light maintenance is conducted at buildings X-4030, X-4622, and X-5620.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
There are no OWSs located in Area X that discharge to the stormwater system or directly to the waters of
the state.
2.20.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area X that produce dust or particulate materials.
2.20.2.5 Illicit Connections and Non Storm water Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal
2.20.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.20.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area X is contained in Table 2.70. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015 246
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.51 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Loading/Unloading Areas
hydraulic fluids,
Outdoor
located throughout the
Unloading of vehicles/trailers to uncovered areas,
Yes
Yes
acids, metals, and
facility.
then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
facility.
with secondary containment.
unknowns
POL
Outdoor
Used Oil ASTs (2) located
Used Oil ASTs are 500-gallon tanks with integral
Yes
Yes
near building X-5620.
secondary containment.
February 2015
247
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.20.4 Significant Spills or Leaks
There have been no reportable spills or leaks reported to NCDEQ that occurred at this site in the last 3
years. There are no recorded activities of NSWD and no evidence of NSWDs. The visual observations
conducted in the study area are presented in Table 2.71.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.52 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 63 and 65.
No evidence of spills or leaks was observed, adequate containment
HM Storage Sheds
- enclosed storage buildings with secondary containment, spill kits
Low
available at most locations. Storage units are out of areas of vehicle
traffic.
Small amount of spills were apparent. There was no evidence of
Used Oil ASTs
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
tank.
2.20.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.20.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
February 2015 248
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.20.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.20.8 Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area X include Wet Ponds.
2.20.9 Additional Recommendations:
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas,
and the loading/unloading areas.
February 2015 249
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79"4'10"W 79'3'20"W 79°73MW
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February 2015 250
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79'4'0"W 79'3'40"W 79'3'20'W 79"3'0'W 79'2'40'W 79"2'20"W 79"2'0"W 79"1'40"W 79"1'20"W 79'1'0'W 79"040"W 79'0'20"W 79'0'0"W 78"59'40'W
Legend
Fort Bragg Area X Details E3B dlln9 Area
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February 2015
Figure 2.112 Detail Map for Area X
251
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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Figure 2.113 Site Map for Area X-2A
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
252

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.21 SITE OVERVIEW — AREA Y
2.21.1 Facility Description
Area Y includes a network of seven vehicle maintenance shops, two POL storage areas and two storage
shelters. Area Y shown in Figure 2.114 is east of the Knox Street and NC Highway 24 (Bragg Boulevard)
intersection. Detailed locations of vehicle maintenance activity, ASTs, and associated pollutant sources at
Area Y are illustrated in site maps consisting of Figure 2.116 and Figure 2.117. Applicable structural
controls also are illustrated, including ditches, storm drainage systems, and stormwater control measures.
The maps for this area were modified based on field observations and review of existing maps provided
by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area Y:
Building Numbers: Y-5015, Y-4804, Y-5126, Y-5727, Y-5820, Y-5616,Y-6409, Y-
6412, Y-6707, Y-6711, Y-6715, Y-7302
Physical Location: East of Knox Street and NC Highway 24 (Bragg Boulevard)
intersection
Site assessment of this area indicates that stormwater drains associated with the compound that contains
buildings Y-4804, Y-5015, Y-5126, Y-5616, Y-5727, and Y-5820 flow to Fort Bragg designated outfalls
117-134 and 138-140. Runoff from the paved areas around buildings Y-5015 and Y-4804 flows eastward
through a network of 28 drains and manholes into either Outfall 123 or 128. There are 18 inlet drains
along the perimeter of this compound that are connected to outfalls 117-122, 125-127, 129-134, and 138-
140, which drain into a unnamed tributary of Cross Creek -Cape Fear River. All outfalls, excluding outfalls
117, 138, and 139, flow into an infiltration basin (Y-02). Stormwater runoff in the vicinity of building Y
-4804 and the northern half of building Y-5015 flows through a network of drains to Outfall 128.
Stormwater runoff around the southern portion of building Y-5015 flows through a network of drains to
Outfall 123. Runoff from the roofs of buildings Y-4804 and Y-5015 enters the stormwater collection
system. The stormwater drains associated with the compound that contains buildings Y-6409, Y-6412, Y-
6707, Y-6711, Y- 6715, and Y-7302 flow to Fort Bragg designated outfalls 142 and 143. Stormwater
runoff from the northern half of the compound flows through a network of drains to Outfall 142. Runoff
from the southern half of the compound flows through a network of drains to Outfall 143. The perimeter
of this facility contains six inlet drains, which are connected to Outfall 143. Stormwater outfalls 142 and
143 both discharge into a wet pond (Y-05), which discharges into an unnamed tributary to the Cross
Creek -Cape Fear River watershed. Runoff from the roofs of buildings Y-6409, Y-6707, Y-6711, and Y-
6715 are connected to the stormwater system. All outfalls have concrete outlet protection to decrease the
erosive force of runoff. There was no evidence of a past POL spill in or downstream from these outfalls.
2.21.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
February 2015 253
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.21.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.21.2.2 Outdoor Storage
Used oil ASTs and JP-8 ASTs are located throughout the facility. All ASTs are required to have secondary
containment and must be grounded.
2.21.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance shops. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries and radiators, and
repairing small equipment such as generators. Light maintenance is performed in buildings Y-4804, Y-
5015, Y-6707, Y-6711, Y-6715, Y-5727, and Y-6472. Buildings Y-5727 and Y-5820 are sheds utilized
for the storage of new metal parts and used metal parts that are waiting to be recycled. POL products
utilized in the maintenance facilities are stored in buildings Y-5616, Y-6409, and Y-6472 under cover and
on secondary containment. There are no OWSs located in Area Y that discharge to the stormwater system
or directly to the waters of the state.
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
2.21.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area Y that produce dust or particulate materials.
2.21.2.5 Illicit Connections and Non Storm water Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal
2.21.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.21.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area Y is contained in Table 2.73. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015 254
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.53 Potentially Polluting Material Inventory Summary
Material
Storage
Storage
Existing Stormwater Management
On -site Now
Materials Exposed
Type
Area/Location
Controls
POL, anti -freeze,
Loading/Unloading
hydraulic fluids,
Outdoor
Areas located
Unloading of vehicles/trailers to uncovered
Yes
Yes
acids, metals, and
throughout the facility.
areas, then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located northeast of
HM Storage Sheds are enclosed storage
Yes
No
acids, paints, and
building Y-5616.
buildings with secondary containment.
unknowns
Located on the south
side of Bldg. Y-5616
POL
Outdoor
are a 2,000-gallon used
All ASTs have integral secondary
Yes
Yes
oil AST and a 1,000-
containment.
gallon used anti -freeze
AST.
February 2015
255
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.21.4 Significant Spills or Leaks
There have been two reportable spills or leaks that were reported to NCDEQ at this area in the last 3 years.
The first spill occurred on April 16, 2011, at building Y-5015 and was the result of a tornado that
overturned several vehicles spilling an unknown amount of fuel. The second spill was 15 gallons of diesel
fuel and occurred on April 4, 2013, at building Y-6707. There are no recorded activities of NSWD and no
evidence of NSWDs. The visual observations conducted in the study area are presented in Table 2.74.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.54 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to outfalls 117-134 and 138-140.
No evidence of spills or leaks was observed, adequate
HM Storage Sheds
containment - enclosed storage buildings with secondary
Low
containment, spill kits available at most locations. Storage units
are out of areas of vehicle traffic.
Used Oil ASTs/Used
Small amount of spills were apparent. There was no evidence of
Anti -freeze ASTs
leaks from the AST tanks. Spills could occur during transfer to
Moderate
the tank.
2.21.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures.
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
February 2015 256
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.21.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
2.21.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.21.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area Y include wet ponds, dry ponds, and infiltration areas.
2.21.9 Additional Recommendations:
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas,
and the loading/unloading areas.
February 2015 257
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

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February 2015
sus - acc�a.„E. ao
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Figure 2.114 Locator Map for Area Y
Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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258
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
78'58'0' W 78'5'40"W
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February 2015
Figure 2.115 Detail Map for Area Y
259
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building Y: 4804, 5015, 5126, 5616, 5727, 5820
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Sal -Salient
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Ho - Heal rg Oil
LIO-Used ail
FAO - FAabroil
'- lArioas PALS
O- ail
IJ g - Vegetabl- Oil
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.
WIN

F
Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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'A9-Vegetable oil
February 2015
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of thi plan.
261

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.22 SITE OVERVIEW — AREA Z
2.22.1 Facility Description
Area Z includes a network of two vehicle maintenance facilities and POL storage areas. There are no wash
racks or OWSs that discharge to the storm drainage system or the waters of the state located in Area Z.
Area Z is south of Chicken Road and west of the South Post Commissary. Detailed locations of vehicle
maintenance activity, ASTs, and associated pollutant sources at Area Z are illustrated in Figure 2.118
through Figure 2.120. Applicable structural controls also are illustrated, including ditches, storm drainage
systems, and storm -water control measures. The map for this facility was modified based on field
observations and review of existing maps provided by the Master Planning Branch of the DPW.
Industrial activities are performed in the following buildings located in Area Z:
Building Numbers: Z-3858, Z-3957
Physical Location: South of Chicken Road and west of the South Post
Commissary
Site assessment of this area indicates that storm -water drains from the industrial activities in this area flow
to Fort Bragg designated outfalls 51 and 52, which are located in the Rockfish Creek watershed drainage
area. Only the outfalls associated with industrial activities are discussed in this chapter. This area contains
a complex storm -water drainage system. This complex system is presented through descriptions of these
areas that drain into each outfall.
The paved areas around building Z-3957 are sufficiently sloped so that drainage generally flows to the
southeast through a network of drains to wet pond storm -water control measures (Z-02) and Outfall 51.
This outfall empties into an unnamed tributary to Stewarts Creek. The paved areas around building Z-
3858 are sufficiently sloped so that drainage flows through a network of drains to wet pond storm -water
control measure (Z-01) and Outfall 52.
2.22.2 Types of Industrial Activities
The six types of activities at industrial facilities that have the potential to be major sources of pollutants
in stormwater are described below.
2.22.2.1 Loading and Unloading Operations
Loading/Unloading areas are located throughout the facility. Loading/Unloading operations consist of the
transfer of bulk and containerized fluids, utilized in the O&M of military vehicles.
2.22.2.2 Outdoor Storage
Used oil AST located north of building Z-3858. All ASTs are required to have secondary containment and
must be grounded.
2.22.2.3 Outdoor Process Activities
Maintenance is conducted inside the vehicle maintenance facilities. Light maintenance activities include
changing oil and oil filters, draining hydraulic and antifreeze fluids, servicing batteries, and repairing
small equipment. Light maintenance is conducted at buildings Z-3858 and Z-3957.
February 2015 262
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
All inside work areas are designed to contain normal spills and prevent leaks from entering the stormwater
drainage system. If spills are not promptly cleaned up, materials could be transported into different areas
or outside the building.
There are no OWSs located in Area Z that discharge to the stormwater system or directly to the waters of
the state.
2.22.2.4 Dust or Particulate Generating Processes
There are no industrial activities in Area Z that produce dust or particulate materials.
2.22.2.5lllicit Connections and Non Storm water Discharges
Fort Bragg visually inspects all stormwater outfalls that receive flow from industrial areas for both non-
stormwater discharges and illicit connections. Unless permitted by the North Carolina National Pollutant
Discharge Elimination System (NCNPDES) permit, such discharges are illegal.
2.22.2.6 Waste Management
All wastes generated as part of the day-to-day operation of Fort Bragg are subject to state and federal
regulations regarding solid and hazardous wastes. All garrison solid waste placed in dumpsters is
transported off the installation for disposal. Hazardous waste must be stored in a DPW -approved container
and is required to have adequate secondary containment, if applicable (liquids). Containers are to remain
sealed at all times, except when waste is being added to the container. A technician from the Hazardous
Waste Reclamation Office (HWRO) will remove the hazardous waste container when full and ensure
proper disposal of the hazardous waste.
2.22.3 Potential Pollutants
The site assessment revealed few PPMs that were at high risk for exposure to precipitation. A summary
of PPMs at Area Z is contained in Table 2.76. The need for additional spill kits was the primary area
where improvements may be considered.
February 2015 263
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 2.55 Potentially Polluting Material Inventory Summary
Material
Storage
Storage Area/Location
Existing Stormwater Management Controls
On -site Now
Materials
Type
Exposed
POL, anti -freeze,
Loading/Unloading Areas
hydraulic fluids,
Outdoor
located throughout the
Unloading of vehicles/trailers to uncovered areas,
Yes
Yes
acids, metals, and
facility.
then transported into the buildings.
unknowns
POL, antifreeze,
HM Storage Sheds are
hydraulic fluids,
Indoor
located throughout the
HM Storage Sheds are enclosed storage buildings
Yes
No
acids, paints, and
facility.
with secondary containment.
unknowns
POL
Outdoor
Used Oil AST is located
AST is a 250-gallon tank with integral secondary
Yes
Yes
north of Bldg. Z-3858.
containment.
February 2015
264
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.22.4 Significant Spills or Leaks
There were no reportable spills or leaks reported to NCDEQ that occurred at this site in the last 3 years.
There are no recorded activities of NSWD and no evidence of NSWDs. The visual observations conducted
in the study area are presented in Table 2.77.
Fort Bragg maintains a SPCC Plan in accordance with 40 CFR 112. The SPCC plan is incorporated by
reference into this SWPPP and serves as the BMP for spill control and management.
The Fort Bragg SPCC Plan requires that all spills must be reported to the Fort Bragg Fire Department at
911 and to the DPW Environmental Branch at [phone] or [phone].
Table 2.56 Visual Observations for Occurrence of Spills or Leaks
Potential Pollutant
Visual Observations and Risk Summary
Contamination
Source
Potential
Loading/Unloading
No evidence of spills or leaks was observed. No secondary
Area
containment is provided. A spill of materials during unloading
Low
could drain to Outfall 51 or 52.
No evidence of spills or leaks was observed, adequate containment
- enclosed storage buildings with secondary containment, spill kits
HM Storage Sheds
available at most locations. Storage units are out of areas of vehicle
Low
traffic.
Small amount of spills were apparent. There was no evidence of
Used Oil AST
leaks from the AST tanks. Spills could occur during transfer to the
Moderate
tank.
2.22.5 Stormwater Management Strategy
Stormwater management strategies consist of BMPs that are employed to control or minimize the
exposure of stormwater to significant polluting or potentially polluting materials and includes the
following structural and nonstructural measures:
• Good Housekeeping
• Operations and Preventive Maintenance
• Inspections
• Spill Prevention and Response
• Employee Training
• Sediment and Erosion Control
• Area Specific Requirements
Complete descriptions of these BMPs are provided in Appendix 2.
2.22.6 Responsible Party
The Branch Chief of the WMS of the Environmental Division of the Fort Bragg DPW is responsible for
the overall coordination, development, implementation, and revision of the SWPPP.
February 2015 265
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2.22.7 Inspection Program
Inspections of the stormwater outfalls associated with industrial activities are conducted and recorded
based on the following schedule; for NSWDs once per calendar year during periods of no rainfall, for
Qualitative Monitoring twice per year once during the spring (April -June) and once during the fall
(September -November) with at least 60 days separating inspection dates, and analytical monitoring of
designated industrial outfalls once per year during a storm event.
2.22.8 Advanced Best Management Practices
ABMPs or structural BMPs are more costly or complex measures utilized when baseline measures are not
sufficient to alleviate the problem. These measures are explained in detail in Appendix 3. Because of their
cost and complexity, final recommendations are subject to approval by the PPT, the Fort Bragg DPW, the
CEB, and the availability of resources from Army Headquarters. The ABMPs in use in the industrialized
locations of Area Z include Wet Ponds.
2.22.9 Additional Recommendations
Placement of additional spill kits throughout the facility will greatly enhance the ability of facility
personnel to rapidly respond to spills in order to minimize the spill and contain it rapidly. These spill kits
should be placed near the ASTs, USTs, HM storage units, SAS, military vehicle and aircraft parking areas,
and the loading/unloading areas.
February 2015 266
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35"50"
35'4'10"
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
. 1 1-1111"Nl ]9']'3n"Vnl 79'1'40'W 79'0'50"W 79'0'0'W 78'59'10"W 78'58'20'W 78i
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Figure 2.118 Locator Map for Area Z
February 2015 267
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
79"2'20'W 79"2'0"W
79'1'40"W 79'1'20"W
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Fort Bragg Area Z Details
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February 2015
Figure 2.119 Detail Map for Area Z
268
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Building Z: 3559, 3854,3858,3957
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Ant -Antifreeze
CG-Of-Spec Fuel
Die- Diesel
POL- Various PoLs
Emp- Empty
Sol -Sol rkt
W- Hydraulic Raid
Link - Unknaw rl
Ho-HeAngOil
LIO-Used Oil
FAO - FAobrOil
'.-Varmn POLS
O-Oil
L-L'�,ata6F-Oil
February 2015
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WIN

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
3. GENERAL REQUIREMENTS & IMPLEMENTATION
The following section covers general SWPPP requirements as well as program implementation planning.
3.1 GENERAL REQUIREMENTS
3.1.1 Signatures
The SWPPP is considered a compliance document and must be certified by a key official of the
installation. There are potential civil and criminal penalties for submitting false information in the plan.
The certificate (an example is included at the front of this document) should be signed by the appropriate
authority as specified in parts IILB.3 of the NPDES Permit NCS000331 Requirements. The Army
Environmental Command recommends that the garrison commander sign the plan, or delegated signiature
authority.
3.1.2 Installation Copies
A copy of the SWPPP will be kept at all times at the office of the Directorate of Public Works,
Environmental Divison, Environmental Compliance Branch, Water Management Section (WMS).
3.1.3 Requests for Copies
The SWPPP is considered a public document (Section 308(b) of the Clean Water Act (CWA)), and upon
request through proper channels, copies will be provided to any organization/citizen. The following
procedure will be used for open requests:
• All requests must be written.
• Requests received through federal or state regulatory agencies will be forwarded to the WMS.
• Within 10 days after receipt of the request, the WMS will submit a copy of the plan to the requester
documented in a letter; one copy of the letter will be submitted to the regulatory agency that
forwarded the request, and another copy of the letter will be kept in the SWPPP files at the office
of the WMS.
• Requests received directly by the installation will be forwarded to the WMS, and the WMS will
(a) acknowledge receipt of the request in writing to the requester within 5 days after receipt of the
request; (b) in the same communication, advise requester that all requests for copies of the SWPPP
must be forwarded to the appropriate federal/state regulator; and (c) maintain a copy of the letter
to the requester in his/her SWPPP files.
3.1.4 Plan Modifications Required by Regulation
Regulatory agencies (state and federal) can require modifications to the plan. Changes required by the
permitting authorities will be completed within 30 work days after receipt of request for modifications. A
certification that the modifications have been completed will be prepared by the WMS and submitted by
the Fort Bragg DPW to the permitting authority.
February 2015 270
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
3.2 SWPPP IMPLEMENTATION
3.2.1 Stormwater Pollution Prevention Plan
Implementation of the SWPPP at Fort Bragg is required by the NPDES Permit NCS000331 . Failure to
implement the plan can result in civil penalties to the Army and officials responsible for the management
of the SWPPP. Fort Bragg employees responsible for implementing elements of the plan will be trained
to carry out the delegated responsibilities. The DPW will have primary responsibility for implementing
the SWPPP.
3.2.2 Staffing
Individual responsibilities for the implementation of the Best Management Practices (BMPs) plan at Fort
Bragg will be as follows:
• The Fort Bragg DPW will have overall responsibility for the implementation of the plan.
• The WMS, or a qualified contractor, will be responsible for monitoring the implementation of all
phases of the plan, paying particular attention to schedules and timetables.
• Units/activities commanders/directors within Fort Bragg will provide the required staff within each
building/facility to attend training and implement elements of the BMPs plan as proposed in this
plan.
3.2.3 Best Management Practices
BMPs are measures used to prevent or mitigate pollution from any type of on -site activity. BMPs are a
very broad class of measures and may include processes, procedures, schedules of activities, prohibitions
on practices, and other management practices to prevent or reduce water pollution. In practicality, they
are any passive or active measure that may be identified as a method, short of actual treatment, to curb
water pollution. BMPs can be separated into two categories:
• Baseline or Nonstructural BMPs (BBMP)
• Advanced BMPs (ABMP)
Baseline BMPs (BBMPs) are practices that are relatively inexpensive, relatively simple, and applicable to
a wide variety of industries and activities. Complete descriptions of these BMPs are provided in Appendix
2 along with the Generic Environmental SOP that all units are required to foloow..
3.2.4 Employee Training
Environmental employee training programs are covered in Chapter 4 of the Generic Environmental SOP
in Appendix 2.
February 2015 271
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
4. EVALUATION & MONITORING
Evaluation and monitoring programs are vital to the success of the SWPPP and are detailed below.
4.1 UPDATES TO THE SWPPP
Fort Bragg's Stormwater Program will be reviewed and updated as necessary, but at least on an annual
basis. The annual SWPPP updates at Fort Bragg will be driven by the annual site compliance evaluations.
The Chief of the Water Management Section(WMS) will be responsible for conducting or coordinating
the update internally or through qualified consultants. The WMS will evaluate the information collected
in the assessment and BMP identification phases. The following tasks will be scheduled by the WMS:
• Evaluations of industrial sites to determine if regulatory requirements apply after implementation
of BMPs. In some instances, application of effective BMPs could result in the elimination of
stormwater discharges to surface waters, eliminating the regulatory requirements on the
activity/facility. For example, roofing an area exposed to rainfall to eliminate stormwater runoff
or berming a site, and providing a recovery system for spilled materials, can eliminate the need for
regulation.
• Maintenance of updated records of all inspections and reports, and revisions to the SWPPP as
needed.
4.2 SWPPP COMPLIANCE
Qualified personnel from the Compliance Asseesment team shall conduct site compliance evaluations at
least on an annual basis IAW the Generic Environmental SOP listed in appendix 2..
4.2.1 Compliance and Permit Monitoring
Guidelines for those installations that are required to monitor and sample stormwater are presented in
Table 4.2.
February 2015
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I4%

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 4.1 Scheme for Compliance Monitoring
Activity
Responsible Party
Date
Identify organization/staff to perform required
On -going
permit/compliance samplingDPW
Identify and select outfalls to be sampled
Inventory potentially polluting materials
Unit ECO
On -going
Determine potential pollution risk
DPW
On -going
Delineate drainage area of outfall
DPW
On -going
Select specific sampling point
DPW
On -going
Determine occurrence of dry -weather discharges
Inventory previous investigations
DPW
On -going
If positive, identify source
DPW
On -going
Coordinate with regulatory agency for approval of
DPW Qualified Inspector
On -going
sampling sites
Design wet -weather sampling program
Basic schedule
DPW Qualified Inspector
On -going
Comprehensive schedule of PPM's
DPW Qualified Inspector
On -going
Develop sampling QA/QC program
DPW Qualified Inspector
On -going
Coordinate with certified laboratory
DPW
Design dry -weather sampling program (if needed)
Basic schedule
DPW Qualified Inspector
On -going
Comprehensive schedule of PPM's
DPW Qualified Inspector
On -going
Coordinate with certified laboratory
DPW Qualified Inspector
On -going
Develop sampling QA/QC program
DPW Qualified Inspector
On -going
Install sampling and flow -measuring equipment
Qualified Inspector
On -going
Develop field sampling schedule
Qualified Inspector
On -going
Collect samples
Qualified Inspector
On -going
Slip to laboratory
DPW
On -going
Receive and review results of analyses
Qualified Inspector
On -going
Submit permit application or annual compliance report to
DPW
On -going
regulatory agencies
Review regulator comments
Design additional sampling if required
DPW
On -going
Collect additional samples
DPW
On -going
Submit revised report
DPW
On -going
February 2015
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273

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
The specific analytical monitoring activities are mandated by the NPDES Permit NCS000331 for Fort
Bragg (Appendix 1). These are required as part of the monitoring process in accordance with the
provisions outlined in the SWPPP. Data for the sampling locations kept in the WMS office and stored in
the Fort Bragg Stormwater Management Database.
Table 4.3 outlines monitoring requirements of the vehicle maintenance areas, designated as Area A
(Outfall 53 to McPherson Creek), Area C (Outfall 39 to an unnamed tributary to Stewarts Creek), Area D
(Outfall 84 to Big Branch), Area E (Outfall 71 to Beaver Creek), and Area F (Combined Outfalls 20, 21,
and 76 to an unnamed tributary to Little Cross Creek).
Table 4.2 Sampling Requirements for Areas A, C, D, E, and F
Characteristics
Units
Measurement Frequency'
Sample Type2
Total Suspended Solids
mg/1
Once per Year
Grab
Oil and Grease
mg/1
Once per Year
Grab
pH
Standard
Once per Year
Grab
Total Flow'
MG
Once per Year
N/A
Event Duration3
Minutes
Once per Year
N/A
Total RainfalF
inches
Once per Year
N/A
Table 4.4 outlines the monitoring requirements of the material handling areas, designated as Area 3
(Outfall 3 to Tank Creek), Area J (Outfall 93 to an unnamed tributary to Beaver Creek), and Area J
(combined Outfalls 18 and 19 to an unnamed tributary to Beaver Creek).
Table 4.3 Sampling Requirements for Areas 3 and J
Characteristics
Units
Measurement Frequency'
Sample Type2
Total Suspended Solids
mg/1
Annually
Grab
Oil and Grease
mg/l
Annually
Grab
pH
Standard
Annually
Grab
Total Flow'
MG
Annually
N/A
Event Duration3
minutes
Annually
N/A
Total RainfalV
inches
Annually
N/A
February 2015
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274

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 4.5 lists the monitoring requirements for the fueling area, designated as Area A (Outfall 61).
Table 4.4 Sampling Requirements for Area A
Characteristics
Units
Measurement Frequency'
Sample Type
Total Suspended Solids
mg/l
Annually
Grab
Oil and Grease
mg/1
Annually
Grab
Total Flow'
MG
Annually
N/A
Event Duration'
minutes
Annually
N/A
Total Rainfall'
inches
Annually
N/A
Table 4.6 outlines the monitoring requirements of the airfield, designated as Area P (Outfall 22 to Cross
Creek).
Table 4.5 Sampling Requirements for Area P
Characteristics
Units
Measurement Frequency'
Sample Type'
Total Suspended Solids
mg/1
Annually
Grab
Oil and Grease
mg/1
Annually
Grab
pH
Standard
Annually
Grab
Total Flow'
MG
Annually
N/A
Event Duration'
minutes
Annually
N/A
Total Rainfall'
inches
Annually
N/A
February 2015
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WAI

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 4.7 outlines the ambient monitoring requirements, to be performed at two points, one point north of
Texas Pond and Simmons Airfield, and the other at Flat Creek near Inverness.
Table 4.6 Sampling Requirements for Ambient Monitoring
Characteristics
Units
Measurement Frequency'
Sample Type2
Total Suspended Solids
mg/l
Annually
Grab
Oil and Grease
mg/l
Annually
Grab
pH
Standard
Annually
Grab
Table 4.8 displays the analytical monitoring schedule. The last year of monitoring under this permit (year
5), has been shortened to allow the last year's data to be available for the permit renewal review.
Table 4.7 Monitoring Schedule
Monitoring Period
Sample Number
Start
End
Year 1
1
01 April 2011
31 March 2012
Year 2
2
01 April 2012
31 March 2013
Year 3
3
01 April 2013
31 March 2014
Year 4
4
01 April 2014
31 March 2015
Year 5
5
01 April 2015
31 October 2015
Table 4.9 shows the qualitative monitoring requirements. Qualitative monitoring requires a visual
inspection of each industrial stormwater outfall, regardless of representative status, and shall be performed
as specified in Table 4.9. Qualitative monitoring is for the purpose of evaluating the effectiveness of the
SWPPP and assessing new sources of stormwater pollution. No analytical tests are required. Qualitative
monitoring of stormwater outfalls does not need to be performed during a representative storm event.
All qualitative monitoring will be performed twice per year, once in the spring (April -June) and once in
the fall (September -November). The results of Qualitative Monitoring will be recorded on Stormwater
Discharge Outfall Qualitative Monitoring Report. These inspections are documented on an inspection
form and kept in the WMS office and stored in the Fort Bragg Stormwater Management Database. The
results of these inspections are discussed and summarized in the annual report submitted to NCDEQ.
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Table 4.8 Qualitative Monitoring Requirements
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 obvious indicators of stormwater pollution
Semi-annual
SDO
4.3 RECORDKEEPING AND INTERNAL REPORTING
Record -keeping is an important element of the Fort Bragg SWPPP. Analyses of past incidents can help to
detect problems and prevent similar incidents. The WMS will be responsible for keeping all records
relative to the SWPPP, its implementation, compliance, reviews, updates, and reports.
4.3.1 Purpose and Types of Reports
Record -keeping of SWPPP activities at Fort Bragg include the following:
• Historic copies of the SWPPP.
• Supporting documents to the SWPPP, drawings, and maps.
• Certificates of NSWD inspections and analyses.
• Records of stormwater quality, sample results, and flow data.
• Records of annual reviews, inspections, certifications, and updates.
• Records of maintenance activities, educational programs, implementation of BMPs, and
enforcement procedures.
• Records of correspondence from federal and state regulators pertaining to the SWPPP and its
implementation.
• Any other document pertinent to the SWPPP deemed necessary by the WMS.
These documents are required to be maintained by Fort Bragg for a period of 5 years and made available
to the Director of NCDEQ or his authorized representative immediately upon request.
4.3.2 Records of Spills
Records of spills, leaks, or other discharges at Fort Bragg will be kept for 1 year after expiration of the
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Storrawater Pollution Prevention Plan (SWPPP)
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stormwater permit. Incidents of spills or other discharges of pollutants and their quantity must be reported
as part of the compliance phase. Inspections of maintenance activities will be documented and recorded
as part of the SWPPP. Record -keeping for spills, leaks, and other discharges as part of the current SPCC
will be reviewed to ascertain that the following requirements of the SWPPP are being maintained:
• Date, time, weather, duration, cause, environmental problems, response procedures, parties
notified, recommended revisions to BMPs, changes in operating procedures and/or equipment to
avoid future similar incidents;
• A formal written report as described in 40 CFR 117.3 and 40 CFR 302.4;
• A checklist of procedures to notify appropriate Fort Bragg personnel, including names and
telephone numbers (office and home).
4.4 ADDITIONAL PLAN REVISIONS
4.4.1 New activities
The SWPPP will be amended whenever there is a major change in design, construction, operation, and
maintenance of industrial activities that may impact the potential discharge of pollutants. The plan will be
modified to address the changes.
4.4.2 Other Plans and Permits
The WMS will review the plan to ascertain that it complies with conditions of other environmental or
regulatory permits.
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Fort Bragg, North Carolina
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Fort Bragg, North Carolina
APPENDIX 1: PERMITS
AM
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
APPENDIX 2: GENERIC ENVIRONMENTAL SOP BEST MANAGEMENT
PRACTICES AND CHECKLISTS
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
1. BASELINE BEST MANAGEMENT PRACTICES
Baseline BMPs in a broad range of categories specified by EPA stormwater personnel as
particularly applicable to industrial sites of the type existing on Fort Bragg. Installation
Untis should utilize the BMP's and the Generic Environmental SOP.
1.1 GOOD HOUSEKEEPING
Good housekeeping involves using common sense to identify ways to maintain a clean and
orderly workplace and keep contaminants out of storm drains. It involves developing SOPS
and training employees in good housekeeping techniques. These practices may be unique
to the facility and activity.
1.2 OPERATIONS AND PREVENTIVE MAINTENANCE
Preventive maintenance involves regular inspection and maintenance of stormwater
management devices and other industrial equipment to ensure optimal functioning. This
involves identifying equipment to be inspected, detailing a schedule for inspection and
maintenance, and providing complete records of the inspection and maintenance performed
at each facility.
1.3 INSPECTIONS
Each facility and associated SDOs shall be inspected regularly and certified annually for
operability of pollution control measures, for illegal activities and Illicit Discharges. This
should be a regular part of the facility SOP and recordkeeping program.
1.4 SPILL PREVENTION AND RESPONSE
The Fort Bragg Spill Prevention Control and Countermeasures plan is incorporated by
reference into this SWPPP. Industrial facility employees should be trained in spill response,
spill response equipment/kits should be available at each facility, and at least one member
should be present with advanced spill response training. (i.e. ECO/ECA trained)
1.5 EMPLOYEE TRAINING
Employee training is a vital and ongoing process by which employees are updated on SOPS,
new recordkeeping and maintenance requirements, new equipment installed in their work
areas, and new regulations pertaining to their jobsites.
1.6 SEDIMENT AND EROSION CONTROL
Utilizing sediment and erosion control measures around construction or industrial facilities
limits a major impediment to the proper performance of all other stormwater pollution
control measures forming the foundation of a successful plan.
2

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Generic Environmental SOP
insert unit here ENVIRONMENTAL SOP
TABLE OF CONTENTS
August 2012
CHAPTER 1—
INTRODUCTION.......................................................................................2
CHAPTER 2 — SOURCES OF HAZARDOUS
WASTE.............................................................2
CHAPTER 3 —
RESPONSIBILITIES...................................................................................3
CHAPTER 4 — ENVIRONMENTAL TRAINING
PROGRAMS...................................................5
CHAPTER 5 — HAZARDOUS WASTE INSPECTION
PROGRAM.............................................6
CHAPTER 6 — MOTOR POOL
STANDARDS.......................................................................7
CHAPTER 7 — BATTERY WASTE DISPOSAL
PROGRAM....................................................10
CHAPTER 8 — UNIT ARMS
ROOM.................................................................................11
CHAPTER 9 — NBC
ROOM............................................................................................11
CHAPTER 10 — HAZARDOUS WASTE
DISPOSAL..............................................................11
CHAPTER 11— SPILL
CONTINGENCY............................................................................14
APPENDIX A — SPILL CONTINGENCY
TRAINING............................................................17
APPENDIX B — FORMS
GUIDE......................................................................................18
FB FORM 2919 — ENVIRONMENTAL COMPLIANCE
CHECKLIST.........................................19
3

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
FB FORM 3003 — SATELLITE ACCUMULATIONS SITE INSPECTION RECORD
.......................23
FB FORM 3003-1— ABOVE -GROUND TANK INSPECTION
SHEET.........................................24
FB FORM 3007-E — HAZARDOUS MATERIAL INVENTORY
LIST..........................................25
WASH RACK, GRIT CHAMBER, OIL/WATER SEPARATOR INSPECTION
FORM......................26
FB FORM 2003-2 - FORT BRAGG SPCCP SECONDARY CONTAINMENT
DRAINAGE FORM
......................................................................................................28
HAZARDOUS WASTE MANAGEMENT JOB DESCRIPTION AND TRAINING FORM
.................29
ECO/ECA
POSTER.......................................................................................................30
SITE SPECIFIC SPILL PREVENTION PLAN COVER
SHEET...................................................31
WRITTEN SPILL RESPONSE PROCEDURES
.....................................................................32
FORT BRAGG WASTE LABELS........................................................................................33
RECYCLINGGUIDE.....................................................................................................34
MASTER POLICIES ON: LITHIUM BATTERIES, SOLID WASTE DISPOSAL, FUELING OPERATIONS, LEAD ACID
BATTERY DSPOSAL...........................................................35-40
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
CHAPTER 1
INTRODUCTION
1-1. PURPOSE. This SOP sets procedures for the storage, handling and disposal of hazardous
materials and hazardous wastes and establishes environmental compliance training standards.
The intent of this SOP is to protect the environment and soldiers of the _insert unit here by
executing the requirements determined by Federal, State, and Fort Bragg Regulations.
1-2. REFERENCES.
a) Fort Bragg Regulation 200-1, Fort Bragg Environmental Program.
b) Fort Bragg Regulation 200-2, Installation Hazardous Waste Management Plan.
c) Fort Bragg Regulation 200-3, Installation Spill Contingency Plan and the Spill
Prevention, Control and Countermeasures Plan.
d) Fort Bragg Master Policy No 81, Fuel Operations within Fort Bragg Motor Pools, 14 Aug
00.
1-3. APPLICABILITY. This SOP applies to all units assigned to, attached to, or conducting
operations or training with the insert your unit here
CHAPTER 2
SOURCES OF HAZARDOUS WASTE
2-1. INTRODUCTION. Hazardous wastes are a subset of solid waste. Any waste stream
regulated by the U.S. Environmental Protection Agency (EPA) and/or the State of North Carolina
is a hazardous waste. Used oil and used antifreeze are non -regulated wastes in the State of North
Carolina. As such they are not considered to be hazardous when handled properly. However, the
handling of these wastes is discussed in this SOP.
2-2. COMPANY AREAS. Company Administrative/Supply/NBC/Arms Rooms/
Communication/R&U areas generate the following wastes:
a) Radio batteries: lithium, magnesium, mercury, and nickel -cadmium.
b) NBC related items: protective mask filters, M72A2 chemical agent ID kits, M256
chemical agent detector kits.
c) Arms rooms: used weapons -cleaning materials (patches, swabs, pipe cleaners)
and POL contaminated rags.
d) Supply: latex, enamel, CARC, and aerosol paint; fuel and oil for lawn care equipment;
and fluorescent light tubes.
2-3. MOTOR POOLS. Motor pools generate the following wastes:
a) Batteries: lead acid (non -regulated).
b) Used Antifreeze (non -regulated).
c) Used Oil, brake fluid, transmission fluid and/or hydraulic fluid (non -regulated).
d) Used or Non -mil -spec MOGAS.
e) Used adhesives and sealants.
f) Used solvents.
g) Dirty rags (non -regulated).

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
h) Contaminated floor sweep/soil (non -regulated).
i) Used fuel filters.
j) Paint: latex, enamel, CARC, and aerosol cans.
k) Non -mil -spec diesel, kerosene and/or JP 8 (non -regulated).
1) Grease/GAA (non -regulated).
m) Used parts washer filters.
n) Used spill pads, pillows, mats, booms, etc.
CHAPTER 3
RESPONSIBILITIES
3-1. Directorate of Public Works (DPW)
a) Serves as the Installation Hazardous Waste Manager.
b) Develops the Installation Hazardous Waste Management Plan and monitors compliance.
c) Assists Environmental Compliance Officers (ECO's) and Environmental Compliance
Assistants (ECA's) in the management of hazardous waste activities.
d) Coordinates inspections by Federal and State regulatory agencies.
e) Certifies contents, labeling, packaging, and documentation for all hazardous waste and
transfers them to the Defense Reutilization and Marketing Office (DRMO).
f) The DPW Environmental Compliance Branch (ECB) is located in building 3-
1137 and can be reached at 907-2795.
g) The DPW Hazardous Waste Office is located in building 3-1137 and can be reached at
396-2141.
3-2. MAJOR SUBORDINATE GROUPS AND CENTERS.
a) ECO/ECA rank requirements.
1. At the battalion level, a company grade officer or higher will be appointed
as Environmental Compliance Officer (ECO) and a non-commissioned
officer or higher as Environmental Compliance Assistant (ECA) on
appointment orders.
2. At the company level, an officer or non-commissioned officer will be appointed
as the Environmental Compliance Assistant (ECA).
b) Ensure all ECOs and ECAs attend the Fort Bragg Environmental Compliance
Training Course. Ensure the Satellite Accumulation Site (SAS) managers and
other hazardous waste handlers have the required annual training documented in
the approved format.
c) Ensure ECO replacements have the required training and assume their duties prior to the
departure of the current ECO.
d) Estimate annual waste disposal and other associated costs and include in budget forecast.
e) Ensure compliance with this SOP and all other applicable regulations.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
3-3. BATTALION ENVIRONMENTAL COMPLIANCE OFFICER (ECO)
/ENVIRONMENTAL COMPLIANCE ASSISTANT (ECA).
a) Advise the commander on environmental issues.
b) Ensure environmental compliance with all Federal, State, and Fort Bragg regulations.
c) Maintain this Environmental SOP and enforce compliance.
d) Identify all Satellite Accumulation Site (SAS) managers and hazardous material/waste
handlers (i.e., mechanics, fuel handlers, POL clerks, armor, etc.).
e) Conduct and document hazardous material/waste training. Training records will be
maintained for a minimum of three years from the date the employee last worked at
the unit/facility.
1. All newly assigned personnel will receive environmental orientation training
within two weeks of arriving to the unit.
2. All hazardous waste handlers will receive duty specific training within two
weeks of arriving to the unit and annually thereafter.
3. Satellite Accumulation Site Managers will receive training given by the
ECO/ECA.
f) Ensure inspections of the SAS are conducted weekly and monthly, using Fort Bragg
Form 3003 (Appendix B). Ensure monthly inspection of oil water separator/unit wash
rack, using inspection form located at Appendix D. Ensure quarterly environmental
compliance inspections on Fort Bragg Form 2919 (Appendix Q. Ensure inspection
records are accessible and maintained for three years.
g) Ensure an approved site specific Spill Prevention Contingency and Countermeasure Plan
(SPCCP) is maintained (Appendix A-1), that hazardous material inventory lists are
properly posted (Appendix E), and that all required Material Safety Data Sheets (MSDS)
are accessible.
h) Training requirements: The Fort Bragg Environmental Compliance Training
Course conducted by DPW meets this requirement. ECO/ECA's must attend the
three day environmental compliance course and then annually attend the eight
hour refresher course.
3-4. COMPANY ENVIRONMENTAL COMPLIANCE ASSISTANTS (ECA).
a) Advise the commander on environmental issues.
b) Ensure environmental compliance with all Federal, State, and Fort Bragg regulations.
c) Maintain this Environmental SOP and enforce compliance.
d) Assist the battalion ECO/ECA in complying with all applicable environmental
regulations.
e) Identify all Satellite Accumulation Site managers and hazardous materials/waste handlers
(i.e. mechanics, fuel handlers, POL clerks, etc.).
f) Conduct and document hazardous materials/waste training in the approved format
(Appendix H). Training records will be maintained for a minimum of three years from
the date the employee last worked at the unit/facility.
1. All newly assigned personnel will receive environmental orientation training
within two weeks of arriving to the unit.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
2. All hazardous waste handlers will receive duty specific training within two
weeks of arriving to the unit and annually thereafter.
3. Satellite Accumulation Site Managers will receive annual training given by the
ECO/ECA.
g) Ensure an approved site specific Spill Prevention Contingency and Countermeasure Plan
(SPCCP) is maintained (Appendix A-1), that hazardous material inventory lists are
properly posted (Appendix F), and that all required Material Safety Data Sheets (MSDS)
are accessible.
h) Ensure proper disposal of hazardous wastes generated within the company area, as
specified in Chapter 11 of this SOP.
i) Appoint as many Satellite Accumulation Site (SAS) managers as required. Ensure Site
managers are conducting weekly inspections using Fort Bragg Form 3003 (Appendix B).
j) Conduct monthly inspections of all SAS's using Fort Bragg Form 3003. Ensure
inspections are accessible and maintained on file for 3 years.
k) Companies with separate maintenance facilities may appoint additional ECAs or SAS
Managers as needed.
1. Training requirements: The Fort Bragg Environmental Compliance
Training Course conducted by DPW meets this requirement. ECO/ECA's
must attend the three day environmental compliance course and then
annually attend the eight hour refresher course.
3-5. SATELLITE ACCUMULATION SITE (SAS) MANAGERS.
a) Maintain an inventory list of all hazardous materials stored on Fort Bragg Form 3007
(Appendix E).
b) Maintain the SAS IAW this SOP, paragraph 6-2 and Fort Bragg Regulation 200-
2.
c) Conduct weekly inspections using Fort Bragg Form 3003 and retain in files for three
years.
d) Call the DPW Hazardous Waste Office to pick up waste within 72 hours of accumulating
55 gallons of hazardous waste or within one year of accumulation.
e) Respond to spills of hazardous materials/waste in accordance with the Fort Bragg
and unit site -specific SPCCP plan.
f) Training requirements: Must receive hazardous waste training annually. Training
must be conducted by the ECO or ECA using the hazardous waste duty
description form. Training records must be maintained for 3 years from the date
the employee last worked at the unit/facility.
CHAPTER 4
ENVIROMENTAL TRAINING PROGRAM
4-1. INSTALLATION TRAINING PROGRAM. Several training programs exist at the
installation level to prepare leaders and appointed environmental representatives to perform their
duties. Below is a list of those courses.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
a) The Fort Bragg Environmental Compliance Training Course is required for ECOs and
ECAs. The class is taught monthly by DPW ECB at building 3-2232 on the DPW
compound. Register for the class through your unit schools NCO and also with your
assigned environmental inspector.
b) The Environmental Compliance Refresher Course. This course is an annual requirement for ECOs
and ECAs taught by DPW ECB. Register for the class through your unit schools NCO and
also with your assigned environmental inspector.
4-2. UNIT TRAINING PROGRAM. The unit training program is coordinated by the ECO and
ECA. Document all hazardous materials/waste training in the approved format. The intention
of unit training is to provide pertinent training to three main groups of personnel:
a) Hazardous Materials/Waste Handlers. Duty specific training is required within two
weeks of assignment, and then annually for mechanics, fuel handlers, POL clerks, and
other personnel who routinely work with hazardous materials/waste. It should address
the correct use, storage, and disposal of hazardous materials/waste, spill prevention and
response, and proper use of motor pool facilities such as wash and grease racks and any
other environmental issues. Document in the approved format and file the training
paperwork for inspection and reference purposes for three years from the date the
employee last worked at the unit/facility.
b) Leaders. This training is for company grade leaders who supervise operator level
maintenance. OPDs and NCOPDs are an excellent opportunity to conduct this training.
c) Soldiers. This training is for all soldiers who perform operator level maintenance and
required annually. It should address the correct use, storage, and disposal of hazardous
materials/wastes, spill prevention and response, and proper use of motor pool facilities
such as wash and grease racks. Training should be incorporated into the driver's training
and licensing program. Safety Day provides an excellent opportunity to conduct soldier
hazardous materials/waste training.
4-3. DPW ON -SITE TRAINING. The DPW Environmental Compliance Branch will conduct
site specific environmental training for units upon request. It is a requirement that every unit
with a wash rack receive site specific Oil Water Separator/wash rack training through DPW.
Contact Shannon Weston at 432-8470.
4-4. SAFETY TRAINING. Hazard Communication (HAZCOM) training can be arranged
through Corps Safety. It covers safety aspects of hazardous material handling. Units can register
for the class by calling 396-9051.
CHAPTER 5
HAZARDOUS WASTE INSPECTION PROGRAM
5-1. GENERAL. The inspection program is intended to ensure that Satellite Accumulation Sites
and unit motor pools are checked frequently so as to remain in compliance. All inspections will
be accessible and maintained on file for three years. The success of this program depends upon
the timely execution of corrective action.
5-2. BATTALION/COMPANY INSPECTIONS. Battalions and companies with activities
that generate hazardous/universal/controlled wastes are required to conduct the following
inspections:

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
a) Weekly inspection of hazardous waste generation/Satellite Accumulation Site (to include
arms rooms) by the SAS manager using Fort Bragg Form 3003 (See Appendix B).
Inspections will be accessible and retained on file for three years.
b) Monthly inspection of motor pool, arms rooms and other hazardous waste generation/
Satellite Accumulation Site by ECO or ECA using Fort Bragg Forms 3003 (Appendix B)
is required. Inspections will be accessible and retained on file for three years.
5-3. BDE INSPECTIONS. Brigade is required to conduct two inspections:
a) Quarterly inspection of battalion motor pools, arms rooms and hazardous waste
generation/Satellite Accumulation Sites by ECB and the ECO using Fort Bragg Forms
2919 and 3003. Inspections will be retained on file for three years.
b) Annual inspection of battalion motor pools and hazardous waste generation/Satellite
Accumulation Sites by ECB and the ECO as part of the Command Inspection Program.
5-4. DPW ENVIRONMENTAL COMPLIANCE BRANCH INSPECTIONS. The DPW
Environmental Compliance Branch will conduct environmental compliance inspections of all
active hazardous waste generation sites using Fort Bragg Form 2919 (Appendix C).
5-5. ENVIRONMENTAL PERFORMANCE ASSESSMENT SYSTEM (EPAS)
INSPECTIONS. EPAS is an installation wide self -assessment that the Army conducts every
two years to identify deficiencies and corrective actions with associated costs.
5-6 OTHER INSPECTIONS. State and federal inspectors may conduct unannounced
inspections and will be accompanied by DPW ECB personnel. If a federal or state team enters
your area, notify the commander so a unit representative can be present.
CHAPTER 6
MOTOR POOL STANDARDS
6-1 GENERAL. The following paragraphs detail the standards for motor pool areas. These
standards are intended to ensure that all unit motor pools meet the requirements for the Fort
Bragg Environmental Compliance Checklist and present a common functional appearance.
6-2 SATELLITE ACCUMULATION SITES (SAS). All facilities or activities that generate hazardous
waste will maintain Satellite Accumulation Sites IAW the following standards:
a) The Satellite Accumulation Site will not be located in the vicinity of storm drains, sloped
areas or ignition sources. It should be located away from areas of heavy vehicular
traffic.
b) Fifty-five gallon drums will be present as required by the unit for used fuel filter
hazardous waste, for used or off spec fuel, for used oil, and for used oil filters.
The use of double walled aboveground storage tanks (ASTs) is authorized in lieu
of a SS -gallon drum for used oil and/or used antifreeze.
c) At a minimum, two containers with lids will be present; one for contaminated soil
and/or dry sweep and one for clean dry sweep to be used for spill cleanup.
d) Storage areas for containers of liquid hazardous waste/material are required to have
secondary containment with sufficient capacity to contain 10% of the volume of all
10

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
containers or 110% of the volume of the largest container, whichever is greater.
Containers stored outdoors must have overhead cover (protected from the elements)
and have adequate secondary containment.
e) All tanks, drums, kits, and trash cans will be labeled with the contents (i.e., used
oil, used antieeze, dirty dry sweep, clean dry sweep, dirty rags, clean rags,
trash, spill kit, etc.).
f) Any 55-gallon drums containing hazardous waste will be labeled with a hazardous waste
sticker indicating the unit, contents, and accumulation start date. Hazardous waste
stickers are available at DPW Hazardous Waste Office (396-2141).
g) Hazardous waste containers must be transferred to the hazardous waste office before
reaching the 55-gallon limit or within one year. Liquids must be below 4" from the top
of the barrel to allow for movement, splash, and heat expansion. SAS's may not
accumulate more than 55 gallons of hazardous waste.
h) All SAS's must be inspected weekly by the SAS Manager or the ECO/ECA on FB Form
3003 (Appendix B). All SAS's must be inspected monthly by the ECO/ECA on the same
FB Form 3003.
i) A fire extinguisher will be located within 50 feet of the SAS.
j) Spill absorbent and a shovel (preferably of a non -spark producing material), broom and
hand scoop will be located in proximity of the SAS (within 50 feet).
6-3. MAINTENANCE BAYS
a) Containers with lids will be present in maintenance areas, for clean dry sweep, for dirty
dry sweep, for clean rags, for dirty rags (metal only), and for trash. Ensure the
containers for rags and dry sweep are labeled.
b) Maintenance bay floors will be kept free ofPOL buildup through proper use of
dry sweep and drip pans.
c) Used oil drums and tanks will be properly marked and closed; tanks, oil screens,
and surrounding area will be kept free of dirt, debris, sludge, excess oil, and
parts.
d) Parts washing machines will be set on standby when not in use (if applicable) with lids
closed except when in use (if applicable). Filters will be changed as required or at least
monthly (if applicable) and accumulated and turned in as a hazardous waste. Spent
solvent must be put in 55 gallon drums and turned in as a hazardous waste.
6-4. WASH RACKS.
a) Units will monitor wash racks and ensure proper use, police, inspection and
routine maintenance. Units should designate one individual (E-S or above) as the
Wash Rack custodian.
b) Oil water separators/wash racks should be inspected at least monthly by the Wash
Racks custodian and monthly by the ECO/ECA (Appendix D).
c) Unit level routine wash rack maintenance primarily entails police of excess mud, leaves
and debris from the wash rack and the oil water separator grit chamber v-notch weir.
Trench drains and grates MUST BE SECURE AND IN PLACE TO ALLOW UNRESTRICTED
FLOW.
11

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
d) Units are responsible for submitting DA Form 4283 work orders through G4
Engineer to DPW for major wash rack repairs, and to coordinate with DPW
Water Management Branch (WMB) (396-2301 x220) for contract cleaning
schedule ofgrit chambers, sludge removal from the oil water separator, and oil
pumping chamber. Units must maintain records reflecting these services.
e) All primary washing should occur at the Central Vehicle Wash Facility (CVWF) off
Longstreet Road. Unit wash racks should only be used for final washing. Vehicles or
equipment excessively leaking fuel or oil will not be washed until the leak is repaired.
f) Soaps and solvents will not be used on the wash racks unless approved by DPW ECB.
Units should call DPW ECB for currently approved soaps or check the web site for
approved detergents listing. DPW ECB can test additional solutions to determine if it is
allowable for use.
g) One metal trash can or SS -gallon drum will be maintained at each end of the
wash rack if there is not a dumpster within 100' for trash collection and disposal.
h) Wash hoses must be equipped with nozzles and leaking faucets must be identified
through DPW service order submittal.
i) Do not pour fuel or solvents or drain POL containers and oil filters into wash racks.
j) Prior to purging fuel tankers on the wash rack, contact DPW ECB to ensure the
wash rack to be utilized has sufficient capacity. EMPTYfuel cans may be purged
at the wash rack.
k) New or in -use hazardous materials/wastes or fuel will not be stored on the wash rack.
1) No CONEXs or Mil -vans should be stored on wash racks.
m) Triple rinsing of EMPTY POL containers is authorized on the wash rack.
6-5. NEW AND IN USE POL STORAGE.
a) New POL products should be separated from in -use POL products.
b) Do not remove shipping seals from new POL product containers.
c) POL products require secondary containment and protection from the elements.
Secondary containment will be relatively free of contamination, debris, absorbent,
and/or water.
d) POL storage areas will have emergency dry sweep on site or within 50 feet.
e) In -use 55-gallon drums (on their side) will have drip pans located under their spigots.
Drums will be inspected and drip pans emptied daily.
f) POL products will be closed when not in use and always labeled with contents.
g) Containers will be in good condition and compatible with stored material.
h) Materials will not be excessive for mission requirements and expired materials
identified for shelf -life extension or disposed of properly.
i) Materials will be properly segregated.
j) All storage sites will have the hazardous material inventory list (Appendix F) posted and
a MSDS for each item will be available.
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
k) All empty hazardous material containers will be disposed of properly. All empty POL
containers must be triple rinsed at an approved washrack before turn over to the
Hazardous Material Control Center (HMCC).
6-6. USED OIL STORAGE AREAS (UNDER OR ABOVE GROUND).
a) Units will monitor their used oil storage area and ensure their proper use, police, and
routine maintenance. When two units share a storage area, the units will coordinate
responsibilities.
b) Used oil storage tanks/drums will be clearly marked "USED OIL".
c) Used oil tanks/drums must be coordinated for pumping service when no more than 3/4
full.
d) Metal caps on tanks/drums must remain in place unless someone is physically in the
process of disposing of used oil into the tank/drum. Missing caps must be replaced
immediately.
e) Contaminated soil in the vicinity of used oil storage must be excavated and transported
to the temporary contaminated soil storage site managed by the DPW ECB.
f) The used oil tank or drum should be free of spillage on the container or around the site.
Spills should be cleaned immediately and spill materials disposed of properly.
g) Used oil tanks/drums must have secondary containment. Double walled tanks are
approved secondary containment. If the unit has no used oil tank, used oil must be
stored outside of an occupied building in a used oil drum that has adequate secondary
containment and overhead protection from the elements. Used oil tanks 500 gallon or
above must be grounded.
h) Used oil funnels and/or strainers (screens) must be kept clean of sludge and other
debris to include parts, cans, etc.
i) The only items allowed in the used oil container are oils, brake fluid, hydraulic fluid, and
transmission fluid.
6-7. VEHICLE PARKING AREAS.
a) Drip pans will be present under all leaking vehicles. Commercially produced drip pans
are approved as long as they are durable and hold at least 8 quarts of oil. Per NCDEQ all
drip pans must be labeled with the contents (ex: Used Oil)
b) Drip pans will be emptied daily in appropriate oil or antifreeze container or on the wash
rack for rain water with small amounts of oil contamination.
c) Drip pans will be stored inside the vehicle when the vehicle is in operation.
d) The vehicle parking area will have one container with a lid containing emergency dry
sweep. The container should be accessible to all (i.e. not secured in a CONEX, etc.) and
labeled.
e) POL spills will be cleaned up immediately using dry sweep. Commercial containment
pads, pillows, and booms may be used for emergency response to larger spills.
f) POL contaminated soil must be properly excavated (call 396-0321 for a no -cuts survey
prior to digging more than one foot in depth) and transported to the temporary
contaminated soil storage site managed by the DPW ECB. Spill pads, pillows, or booms
13

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
used for emergency spill response must be accumulated in metal drums and turned in
to DPW as a hazardous waste.
6-8. GREASE RACKS. Grease racks are only used for inspection purposes.
6-9. OIL/WATER SEPARATORS.
a. These will not be used to pour off used oil, fuel, grease, etc. Oil/water separators
separate small amounts of petroleum products that are washed off while cleaning a
vehicle or from triple rinsing an empty can or drip pan with mostly water. Report all
malfunctioning systems to DPW service order section at 396-0321.
b. Do not steam clean vehicles/equipment, wash vehicles, triple rinse containers, or purge
tanks except where separators are present and operating properly.
6-10. STORM WATER.
a) Each unit must inspect their areas — motor pool, hangars, etc. — for storm water
discharges. These locations must be monitored for environmental impacts, i.e. erosion,
oil or fuel pollution, etc. All storm water issues must be documented and corrected
immediately to prevent damage to the environment and possible fines.
b) Each unit must identify the Area Designation that their industrial area lies in and obtain
the site map from DPW ECB. Attach this site map to the site -specific SPCCP.
c) The unit portion of the Storm Water Pollution Prevention Plan can be obtained from the
DPW ECB at 907-2795.
6-11. FUEL OPERATIONS. All motor pools must comply with Master Police 81, Fuel Operations
within Fort Bragg Motor Pools.
a) No more than 12K gallons will be stored inside the motor pool.
b) No fueling of vehicles, with the exception of tracked vehicles and forklifts, are allowed
inside the motor pool or cantonment area.
c) Inventory lists of fuel storage must be maintained according to the Master Policy Letter.
A risk management worksheet for fuel storage sites must be maintained according to
the policy.
2.
3. CHAPTER 7
BATTERY WASTE DISPOSAL STANDARDS
7-1. GENERAL. The following paragraphs detail the handling of any special hazardous waste or
used products within battery operations.
7-2. LEAD BASED BATTERIES.
a) New batteries will be stored in a cool, dry area, away from heat and separated from
used batteries. All wet batteries must have secondary containment.
b) Unserviceable batteries: If a battery is cracked, the acid will be drained into an
appropriate plastic container. Acid drained from damaged batteries is a hazardous
waste and must be stored, managed, or turned in as such. Batteries will be stacked on a
14

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
spill pallet, with one band around all batteries, be stacked no more than 2 high and
separated by cardboard.
7-3. LITHIUM BATTERIES.
a) Lithium sulfur dioxide batteries should not be discharged by the unit. The
batteries should be stored as a material and turned in to the DPW Hazardous
Waste Officefor disposal or reuse. The Hazardous Waste Office will make the
determination if batteries are a waste or if they can be reissued.
7-4. COMMUNICATION BATTERIES. Lithium, nickel -cadmium, mercury, and magnesium
batteries identified as unusable will have their connectors taped and boxed. Like batteries will
be boxed together. All boxes will be stored as a material and turned into DPW Hazardous Waste
Office for disposal.
CHAPTER 8
UNIT ARMS ROOM
8-1. GENERAL. The arms rooms must be set up as a Satellite Accumulation Site. The following
must be accessible: battalion and company environmental appointment orders, training
certificates and documentation, applicable Fort Bragg regulations, the unit SOP, hazardous
material inventory list, MSDSs, site -specific SPCCP (if applicable) and weekly inspections on FB
Form 3003. The ECO/ECA poster must be displayed.
8-2. POL PRODUCTS. All hazardous materials maintained in the arms room must have
secondary containment if applicable. If there are no drains in the arms room and if spilled POL
could not exit the room, the room may be considered secondary containment.
8-3. WASTE PRODUCTS. The arms rooms will have the following on hand: metal container with
a lid for oily rags, an approved hazardous waste container for bore cleaning materials, and
a container for dry sweep and dirty dry sweep if a solvent tank is on -site. Contaminated
dry sweep containers can be emptied at the motor pool or taken to the DPW contaminated
soil storage site. CONTAMINATED BORE CLEANING MATERIALS ARE CONSIDERED A
HAZARDOUS WASTE AND MUST BE STORED, MANAGED, AND INSPECTED AS SUCH.
8-4.SITE-SPECIFIC SPCCP. Arms Rooms that have solvent tanks must have a site -specific
SPCCP IAW with paragraph 12-2.
CHAPTER 9
NBC ROOMS
9-1. GENERAL. NBC rooms contain hazardous materials and materials that must be disposed of
as hazardous waste. Ensure that the NBC NCO knows the proper procedures for turning in those
materials.
9-2. CHEMICAL STORAGE. All liquid materials will be stored with secondary containment. DS2
is not authorized for storage in NBC rooms and will be stored at the DS2 storage building, W-
2144. The storage of HTH or super tropical bleach (STB) within NBC rooms is discouraged.
Radioactive waste will be stored and disposed of per Post Safety guidelines, 396-SAFE.
15

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
CHAPTER 10
HAZARDOUS WASTE DISPOSAL
10-1. GENERAL. Once a Satellite Accumulation Site (SAS) has reached its capacity (55-
gallons hazardous waste), the unit has 72 hours to have the hazardous waste picked up by the
DPW Hazardous Waste Reclamation Office (HWRO). Units must use prior planning in order to
avoid having containers become full or having full containers being left on site for more than 72
hours. The following procedures will be followed.
10-2. PROCEDURES.
a) The unit must call the DPW Hazardous Waste Office at 396-2141 for an appointment for
pick up. The unit will need to provide a POC, phone number, building number and
DODAAC when they call for the appointment.
b) The DPW Hazardous Waste Office will properly package, label, inspect, process and ship
hazardous waste for disposal. DA Form 1348-1 will be completed and maintained by the
DPW Hazardous Waste Officer, on which a document number is assigned to track the
hazardous waste disposal and request reimbursement for disposal costs from the unit.
10-3. HAZARDOUS WASTES/CONTROLLED MATERIALS.
a) Units are not permitted to apply or store pesticides, rodenticides, or herbicides on Fort
Bragg. Contact the DPW Installation Service Order Section at 396-0321 for application
of these materials.
b) Used Vehicle Battery Turn -In. All units will use their respective contractor, i.e., Excide,
for battery exchange and repair for recycling purposes.
c) Motor Pool Items.
1. Used Antifreeze. When the antifreeze container is 75% full, call DPW
Hazardous Waste Office (396-2141). Provide the building number, POC, phone
number, and quantity of antifreeze and DPW HWRO will coordinate for the
container to be pumped.
2. Grease. Grease must be accumulated as "contaminated grease" and disposed of
through the DPW Hazardous Waste Office.
Adhesives and Sealants. Must be disposed of through DPW Hazardous Waste
Office as a hazardous waste.
4. Dirty Rags. Rags should be turned in to post laundry at Building 2-2055 on
Sturgis street for cleaning. Units should establish an oily rag cleaning contract
with the post laundry (396-7143). Rags contaminated with a hazardous waste (to
include battery acid and excessive grease) will be disposed of through the DPW
Hazardous Waste Office.
IR

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Used Oil. Used engine oil, hydraulic fluid, brake fluid, and transmission fluid is
placed in the used oil tank/drum. The used oil tank/drum must be stored outside
of an occupied building per the Fort Bragg Fire Department. If a used oil drum is
used, it must be stored on adequate secondary containment and have overhead
cover from the elements. Once the used oil container is 75% full, the ECO/ECA
must coordinate with DPW Hazardous Waste Office (396-2141) for drum pick-
up or pumping of the tank.
6. MOGAS. Contaminated or off -spec MOGAS must be accumulated as a
hazardous waste and turned in through the DPW Hazardous Waste Office.
7. Non Mil Spec Fuel. Contaminated or off -spec JP8, diesel and kerosene is placed
in a used fuel tank or drum. The Non Mil Spec Fuel tank/drum must be stored
outside of an occupied building per the Fort Bragg Fire Department. If a drum is
used, it must be stored on adequate secondary containment and have overhead
cover from the elements. Once the Non Mil Spec Fuel container is 75% full, the
ECO/ECA must coordinate with DPW Hazardous Waste Office (396-2141) for
drum pick-up or pumping of the tank.
8. Dirty Dry Sweep/Soil. Dirty dry sweep/soil may be stored in a metal or plastic
container with a closed lid but the container must be small enough for the unit to
manage. Contaminated soil will be disposed of through DPW Hazardous Waste
Office.
9. Used Spill Pads. Contaminated absorbent pads, pillows, socks and booms must
be accumulated and disposed of as a hazardous waste at the DPW Hazardous
Waste Office.
10. Used Solvents and Filters. Units may establish a contract to service parts
washing machines or purchase their own. Government owned machines not
serviced by contract or DPW personnel must be serviced by the unit to include
routine filter replacement, accumulation of filters as a hazardous waste, and turn -
in of filters and solvent to the DPW Hazardous Waste Office. All contracted
services must be manifested through the DPW ECB before transportation off Fort
Bragg.
11. Asbestos Brake Shoes. Coordinate through DPW HWRO, wrap in two
layers of heavy gauge plastic, and transport to the asbestos disposal site on
Lamont Road. The landfill operator will identify where to deposit the
brake shoes.
12. Oil Filters. Non-terne plated filters must be crushed with an oil filter crusher or
turned in the HWRO. Drain as much oil from the filter as possible prior to
placing the filter into the used oil filter drum. Call the HWRO (396-2141) for
pick-up when the drum reaches 3/4 full.
13. POL Containers. All POL containers bar coded by HMCC must be triple rinsed
on an approved wash rack after completely EMPTY and stored for pickup by
HMCC. For containers not bar coded: after triple rinsing, EMPTY plastic
containers can be disposed of in a dumpster; EMPTY metal containers five
gallons or larger must be triple rinsed and turned in to DRMO as scrap metal.
14. Used Fuel Filters. Must be accumulated, managed, and turned in as a hazardous
waste through DPW Hazardous Waste Office.
d) Arms Rooms.
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
1. Used weapon bore cleaning materials, i.e., patches, swabs, pipe cleaners, contain
trace levels of lead. They must be accumulated, managed and turned in as
hazardous waste through the DPW Hazardous Waste Office.
2. Break Free and other weapons cleaning solvents are hazardous materials and
must be stored properly. Cloth rags used for cleaning will be collected in a metal
container with a lid and laundered through Post Laundry.
e) NBC Items. Consult DPW Hazardous Waste Office and ECO/ECA Guide for
additional information or guidance on the following:
I. Protective Mask Filters. Dispose through DPW Hazardous Waste Office.
2. M58A1 Decontaminating Aid. Dispose through DPW Hazardous Waste Office.
3. M72A2 Chemical Agent ID Kit (SCAITS). Dispose through DPW Hazardous
Waste Office.
4. M229 Chemical Agent Alarm Refill Kit. Dispose through DPW Hazardous
Waste Office.
5. M256A1 Chemical Agent Detector Kit, M236 Training Chemical Agent
Detector Kit, and M258A1 Decontamination Kit. Dispose through DPW
Hazardous Waste Office.
6. DS2. Dispose through DPW Hazardous Waste Office.
7. Super Tropical Bleach (STB). Dispose through DPW Hazardous Waste Office.
f) Paints. Eliminate this waste by minimizing open and partially used containers.
1. Used Blasting Paint Media. Dispose through DPW Hazardous Waste Office
2. Aerosol Paint Cans. Use cans completely to eliminate hazardous waste.
Aerosol cans with leftover paint and EMPTY spray cans should be collected and
turned into the HW office as a recyclable material. The drum must be labeled
"aerosol cans for recycling" The HW office will puncture the cans and turn cans
to DRMO as scrap metal.
3. Enamel Paint and Thinners. Use cans completely to eliminate hazardous
waste. Cans with leftover paint or thinner must be disposed of through DPW
Hazardous Waste Office as a hazardous waste.
4. Latex Paint. Use cans completely to eliminate waste then discard empty cans.
Cans with leftover paint must be packaged separate from other types of paint and
disposed of through DPW Hazardous Waste Office as a non -regulated waste.
5. CARC Paint. Cans must be packaged separate from all other types of paint and
disposed of through DPW Hazardous Waste Office as a waste.
6. Water based CARC Paint. Use cans completely to eliminate waste then
discard empty cans.
g) Medical Waste. All medical waste must be processed through the Womack Medical
Waste 90-Day Satellite Accumulation Site at Building 4-2817 for classification. Once
classified, hazardous waste must be disposed of through DPW Hazardous Waste Office.
10-4. HAZARDOUS WASTE ANALYSIS. Unknown wastes are discovered from time to time
and must be analyzed prior to disposal. The finding unit's responsibility is to notify DPW
Hazardous Waste Office will make the determination for safely moving the containers to the
DPW Hazardous Waste Office for sampling and identification. The Fort Bragg Fire Department
18

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Hazardous Material Response Team will respond to environmental mystery drum emergencies.
The mystery drums will be maintained at the DPW Hazardous Waste Office until disposal.
CHAPTER 11
SPILL CONTINGENCY
11-1. GENERAL. A spill is the accidental spilling, leaking, pumping, emitting, discharging,
emptying or dumping of hazardous wastes or materials into or on any land or water. All spills are
serious incidents as even a small spill can contaminate millions of gallons of drinking water.
Every soldier is responsible for proper handling of hazardous materials and wastes, and spill
police. The pouring of any hazardous material on the ground or in a storm drain is illegal and
punishable under civilian laws and the UCMJ.
11-2. SITE -SPECIFIC SPILL PREVENTION AND CONTINGENCY
COUNTERMEASURE PLAN (SSSPCCP). Each battalion motor pool, separate company
motor pool, DS maintenance activity, and POL activity must have a Site -Specific SPCCP that
addresses potential spill sources of hazardous materials and wastes. The site specific SPCCP will
be available for all personnel to obtain required response information and updated annually or
when changes occur and will contain the following items and information:
a) SSSPP cover sheet to include:
1. Unit name, building number, point of contact, and phone number.
2. Possible spill sources (i.e., used oil tank, POL storage, used fuel drum, solvent
tank, etc.), to include type of secondary containment (i.e., double walled tank,
hazardous material storage building, secondary containment pallet, flammable
storage cabinet, etc.), maximum volume in gallons, and direction of flow if a spill
were to occur.
3. Indicate yes or no for the series of questions posed with corrective action
indicated in the comments section for negative answers.
4. Signed and dated by DPW ECB annually or after update when changes occur.
b) Site map with buildings and fence line indicating location of identified spill sources.
c) Arrow indicating direction of flow in case of a spill, location of spill kits/absorbent, and
storm drain locations.
d) Inventory of all hazardous materials with normal stockage quantities that could
spill.
e) Site map with buildings and fence line indicating evacuation route in case of fire or an
unsafe spill event.
f) Spill response procedures as spelled out in paragraph 11-3.
g) Stormwater industrial site map (if applicable).
11-3. SPILL RESPONSE PROCEDURES. In the event of a spill, individuals will take the
following actions:
a) Determine what type of material has been spilled. (CHECK THE MSDS TO DETERMINE
HEALTH AND PHYSICAL HAZARDS.)
b) Weigh all SAFETY FACTORS.
19

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
c) If not safe, call 911 (432-0911 from a cell phone) and DPW Hazardous Waste Office
(396-2141)
• Evacuate the area.
• Notify supervisor.
• Wait for assistance.
d) If safe to begin spill response:
• Contain the spill (plug leaks or set container upright).
• Use spill absorbent or appropriate spill kit to absorb spill.
• Sweep up absorbent and properly dispose of contaminated material.
• If pads, booms, or paper products are used, they must be disposed of as
hazardous waste.
• Take contaminated dry sweep and soil to DPW ECB for disposal.
• Replace used spill absorbent/spill kit materials.
*SPILLS REQUIRING IMMEDIATE NOTIFICATION OF FIRE DEPARTMENT AND DPW-
ECB: FUEL, SOLVENTS, OXIDIZERS, ACIDS, HIGHLY FLAMMABLE MATERIALS,
ANY SPILL OVER 5 GALLONS.
*NEVER ATTEMPT TO CLEAN A SPILL WITHOUT USING APPROPRIATE
PROTECTIVE GEAR (GLOVES, GOGGLES, ETC.).
*NEVER CONCEAL SPILLS FROM DPW ECB.
*FAILING TO REPORT SPILLS MAY RESULT IN FINES FROM NC DENR AND EPA AS
WELL AS CIVIL/CRIMINAL PENALTIES FOR WILLFUL NEGLECT.
*CONTACT DPW ECB IMMEDIATELY IF ANYTHING ENTERS STORM DRAINS,
SEWER SYSTEM OR ANY WATERWAY (CREEK, LAKE, POND, DITCH, ETC.) DURING
A SPILL.
*IN THE EVENT OF A FIRE:
• Call 911 (432-0911 from a cell phone) immediately.
• Evacuate area.
• Notify supervisor.
• Provide a copy of hazardous material inventory to fire fighters upon arrival (so
they know what they are dealing with).
*DO NOT ATTEMPT TO PUT OUT CHEMICAL FIRES — CONVENTIONAL FIRE
EXTINGUISHERS MAY MAKE THE SITUATION WORSE.
pill

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
11-4. SPILL CONTINGENCY TRAINING. Spill contingency training is required within two
weeks of assignment, and annually, for mechanics, fuel handlers, POL clerks, and other personnel
who routinely work with hazardous materials as part of their duty specific training. The topics to
be covered for spill contingency training are listed in Appendix A. This training is documented
on the Hazardous Waste Management (Job Description and Training) format (Appendix H).
11-5. SPILL CONTINGENCY SUPPLIES. Units must maintain adequate stocks of spill
control supplies and equipment to handle spills. Listed on the following page are commonly used
items. Additionally, units are encouraged to purchase commercial spill control kits.
NSN
Description
7930-00-269-1272
Absorbent material, bag
4910-00-387-9592
Drain pan
8110-00-FCY-4C 11
Drum, 8 gal, lock with band
8110-00-FCY-4C12
Drum, 20 gal, lock with band
8110-00-Z03-6228
Drum, 30 gal, with band
8110-00-FY4-0009
Drum, 55 gal, steel
8140-01-054-6702
Drum, 55 gal, with band
8110-01-101-4055
Drum, 55 gal
Shovel
Street Boom
Hand Scoop
Sandbags
11-6. INSTALLATION SPILL PLAN. Units must maintain on site a current copy of the
Installation SPCCP, FB Regulation 200-3.
APPENDIX A
21

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Spill Contingency Training.
The key areas that should be covered for spill contingency training are listed below:
1. Health effects of exposure to oil or hazardous materials.
2. Applicable procedures to be used following exposure.
3. Personal protective equipment requirements and procedures for using
equipment.
4. Evacuation procedures.
5. Combustibility of spill material and potential for flash back along vapor trails.
6. Applicable fire fighting procedures and special hazards of combustible
products.
7. Reactivity of spill material with common materials including water.
8. Use and maintenance of all alarms and monitoring equipment associated with
spill prevention and response.
9. Initial notification procedures.
10. Unit Site Specific Spill Prevention Contingency Countermeasures Plan
(SPCCP).
11. Location of posted SPCCP.
12. Immediate spill response actions.
13. Visual inspections requirements of Unit Satellite Accumulation Sites, In Use
POL Storage Sites, and New POL Storage Sites.
14. Purpose and requirements of good housekeeping.
3.1.1
22

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
3.1.2
3.1 .3 Appendix B
3.1 .4 Forms Guide
FB Form 2919 - Environmental Compliance Checklist - This is the inspection
form used by the CAT Team to conduct environmental compliance inspections
on Fort Bragg. You can use this inspection checklist to help manage your
environmental program, but it is not required for you to use this form.
FB Form 3003 - Satellite Accumulations Site Inspection Record - This is the form
that is used to conduct weekly/monthly inspections of your SAS. These
inspections are required to be completed by FB Reg 200-2. They must be kept
on file for three years.
FB Form 3003-1 - Above -Ground Tank Inspection Sheet - This form is used to
conduct weekly inspections of your above ground storage tanks. These
inspections are required to be completed by FB Reg 200-3. They must be kept
on file for three years.
FB Form 3007-E - Hazardous Material Inventory List - This form will be used to
complete the inventory of your hazardous materials. Each hazardous material
storage location is required to have an inventory.
Wash Rack, Grit Chamber, Oil/Water Separator Inspection Form - This form is
used to conduct monthly inspections of your oil/water separator and/or wash
racks.
FB Form 2003-2 - Fort Bragg SPCCP Secondary Containment Drainage Form -
This form is used to record point source discharges in your facility
Hazardous Waste Management lob Description and Training Form - This form is
used to document training for all personnel who work with hazardous waste.
These forms must be kept for three years after personnel ETS/PCS.
ECO/ECA Poster - This form is used to identify facility environmental mangers
and the DPW-ECB compliance inspector. It must be prominently displayed in
your facility.
Site Specific Spill Prevention Plan Cover Sheet - This cover sheet is part of your
facility spill prevention plan and is signed by DPW-ECB after your spill plan is
approved.
Written Spill Response Procedures - This document provides you with written
spill response procedures which are required to be included in your spill plan.
23

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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?ormwt P1ltnPrevention Plan (WPq
Fort Bragg, North Carolina
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Satellite Accumulation Site (SAS) S, 90-Day Accumulation Site Inspection Record
(XUIII Airborne Corps & Fort Bragg Regulation 200-2)
Unit:
111301ding #
Month(lfear
Activity;
I
Weekly
Monthly
We : C=ConnIiance 14C=11oneom fiance N,A= Not livable
'st
2nd
3rd
ath
5uu
Record the date of ins pection in the g ray shaded box.
1. CONTAINER MANAGEMENT
Containers are in good condition and corn patible with wastes.
B. Containers are kept closed and sealed when not in use.
C. Containers are marked "HAZARDOUS WASTE" or 'UNIVERSAL WASTE'.
D_ Containers are marked with unit, contents and accumulation start date.
E. Containers are stored on pallets (liquidsfinetal containers).
F. Containers are transferred as required (55 gallon linitfor HWj
G. Controlled materials are property labeled (Used Oil, DKy fags)_
H_ HVV Satellite Accumulation Site is dowered from inclement weather_
I. H ighly flammable containers are grounded include used oil).
2. STORAGE MANAGEMENT
A. Secondary containment system has sufficient capacity (10% of total or 110% of the la rgest container).
B. Storage areas are not located near storm or sewer drains.
C_ A fire extingLisher is avaiable within 50 feet of the storage area.
D. Spill absorbent material is available within SI] feet and compatible with the type of waste being stored_
E. The storag a area is secure.
F. Incompatible materials are physically segregated in the :,torag a area.
3. TRAINING
Envirownental Compliance Officer (ECG) is assigned on appointment orders and orders are auaila ble_
B. Erwirormental Compliance Assistant (ECA) is assigned on appointment orders and orders are available.
C_ ECOIECA has attended Fort Bragg's environmental training and certificates are available_
D_ Job description form and timing complet dlavailable for all personnel that handle hazar-dous waste_
E. All training for perzaonrrel and ECOti ECA is current within the last 12 months.
4. ADMINISTRATION
A. FB Form 3003 inspection form is completed weekly and available.
B. Inspections and training records are kept on fie for three years (or when SAS established)-
- For 90-day sites, DD 13413-1 forms are on file for three years.
C. Current FD Regulations 200-1, 2aa-2, 200-3 and FB ECOIECA Guide are available.
D_ Unit Environmental Standard Operating Procedure (SOP) is available and approved by DPW-ECE
E. A current annual hazardous material inverkDry is posted and available (FB Form 3007-E)_
F. Material safety data Pheets (MSD&s) posted and accessible to personnel_
G. Site specific spill prevention plan curent, available, and approved (signed) by DPW -EC 13-
H_ An EC CUE CA poster is displayed.
S. REMARKS; (Identify problem and date corrected_)
SAS MANAGER Sig n on first week ly ins pe ction
ECOiEC,A I Sign on monthly inspection)
FB Form 3003, March 2010 1IMSE-BRG-P%Yf Current I Grms can be found at www. braga.amW.rniUEHVBR'regs.htm

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
UNIT (Required): DATE (Required):
ECO and Phone Number (Required): Building number
STORAGE LOCATION (EX: POL Storage): (Required):
HAZARDOUS MATERIAL INVENTORY LIST
PRODUCT NAME
MANUFACTURER
13 DIGIT NSN
CONTAINER INFORMATION
(First 4 numbers)
(Last 9 numbers)
NUMBER OF
CONTAINERS
TYPE OF
CONTAINER
UNIT OF
MEASURE
VOLUME
29

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
30

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
WASH RACKS, GRIT CHAMBERS, OIL/WATER SEPARATORS
INSPECTION FORM
OWS LOCATION #: UNIT:
UNIT POC PHONE:
Does all wash water flow to the grit chamber and separator?
Are pollutants being poured directly into the wash rack, grit chamber, or separator?
Are drain lines free flowing?
Is there evidence of primary washing of vehicles (excessive amount of sediment)?
Are hazardous materials/wastes stored on the wash rack?
Are cleaning solvents on the approved use list?
Are hydrants/hoses leaking? (If yes, call 396-0321)
Is trash, leaves, or excessive mud/sand in the grit chamber?
Is the overflow "clean" side of the grit chamber free of oil?
YES lNO/NA
Where applicable, open separator lid and look in:
Is the oil chamber full of oil?
Does the oil chamber need pumping?
Is oil present in the water chamber?
Is sewage present in either chamber of the separator?
Are covers in place to prevent illicit di.1111ping into the separator?
If your wash rack, separator, or grit chamber need servicing, call in a service order @ 396-
0321.
COMMENTS:
INSPECTOR. DATE:
31

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Fort Bragg SPCCP Secondary Containment Drainage Form
Site Location -
DATE
SHEEN
WNI
SHEEN
REMOVED
Time Valve
Opened
Time Valve
Closed
AMOUNT DRAINED
all
r
FluG 1.4Tl,RE
Usea Pads Stored Properly
/N
1
2
3
4
5
8
7
8
9
10
11
12
13
14
15
FS Form 2003-2 12 Feb 03
32

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
HAZARDOUS WASTE MANAGEMENT
"""' JOB DESCRIPTION AND TRAINING*-
­
Under penalty of federal and state laws, job descriptions and training documentation relating to hazardous waste
management must be kept on file for all soldiers and civilians on Fort Bragg that collect, process, treat, dispose,
recover, transport, or store hazardous waste. The law further requires that all training records (relating to hazardous
waste management) on current personnel must be kept indefinitely and all training records on former personnel must be
kept at least three years from the date the soldier/civilian last worked in that position_ The following form is provided to
the unit to assist in compliance with the above stated laws. Location of filing for this form is at the discretion of the
commander but must be available for inspections by the North Carolina Department of Environment and Natural
Resources (DENR), Environmental Protection Agency (EPA), and Public Works Business Center (PWBC).
NAME UNIT
JOB TITLE
JOB DESCRIPTION (As related to hazardous waste management only)
Soldiers/civilian's job position relating to hazardous waste management includes: Handling/disposing/storing/
transporting POL and hazardous waste generated by one or more of the followinq: (check applicable portions below):
Motor Pool Maintenance
Laboratory,Medical, Chemotherapeutic, Radioactive, Biological
Adhesives. Sealants and Paints
Photographic Developing Laboratories or Printing Facilities
Use of Cleaning Solvents
Arms Room
Aviation Maintenance
Pesticides. Insecticides, Rodenticides, Herbicides, Fungicides
Medical Waste
Nuclear, Biological, and Chemical Material (NBC)
Batteries (including Lithium, Magnesium,
Mercury, Nickel -Cadmium, & Lead Acid)
Other:
UU 11hb: (As relatea to nazaraous waste
The above person works with and handles hazardous materials and wastes at their work site_ This individual has the
appropriate qualifications to read, understand, apply, and communicate written and verbal information regarding
handling and managing hazardous wastes_ Training is required within 2 weeks of assuming duty and once a year
thereafter. is responsible for proper handling, documenting, inspecting, storing and
transporting hazardous wastes. He/She is also responsible for responding to emergencies. The above individual
commenced these duties on (date)
TRAINING (As related to hazardous waste manaaement only)
Soldier/Civilian must receive hazardous waste management training within two weeks of assumption of his/her duties
as it relates to hazardous waste management. Soldier/civilian may not work hazardous waste management duties
unsupervised until completion of training. A person trained in hazardous waste management procedures, such as the
unit ECO/ECA who has attended the Public Works Business Centers Environmental Compliance Training, must
conduct this training. All soldiers/civilians trained must complete an annual review of the initial training. Training of
affected soldiers./civilians must include the following:
HAZARDOUS WASTE/CONTROLLED MATERIALS
EMERGENCY SPILL RESPONSE PROCEDURES
Instruction on proper disposal and storage of
Hazardous Waste and Controlled Materials
Location of emergency equipment such as eyewashes and
shower points
Record keeping requirements -training, job
descriptions, FB Form 3003
Site Specific Contingency Plan with evacuation routes
Manifesting requirements if applicable)
Emergency Notification Procedures
MATERIAL SAFETY DATA SHEETS MSDS
Emergency Cutoff Procedures if applicable)
HAZARDOUS MATERIAL HAZMAT
Spill Absorbents
Proper use and storage of Hazardous Materials
TYPE TRAINING
DATE
TRAINED BY
TRAINEE SIGNATURE
Initial Training
Annual Refresher
Annual Refresher
Annual Refresher
Jun 02

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
ENVIRONMENTAL QUESTIONS ?''
YOUR ENN'IRONINIENTAL COMPLIANCE OFFICER IS:
NAME
PHONE
YOUR ENN'IRONI\IENTAL COINIPLUN CE ASSISTANT IS:
NAME PHONE
YOUR DP«' EN VIRON IkIENTAL CO-11PLIAN CE INSPECTOR IS:

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
SITE SPECIFIC SPILL PREVENTION PLAN
Unit:
POC:
Building No:
Phone No:
POSSIBLE SPILL SOURCES:
Storm Water Area#:
SOURCE
TYPE CONTAINMENT
MAX VOL (GAL)
DIR OF FLOW
Yes
No
�'
Is secondary containment large enough to contain 10% of the
total, or 110% of the largest container?
2.
Is the existing containment area free of contamination?
3.
Is absorbent, spill containment material available?
4.
Does the unit have sufficient equipment to contain the spill?
(e.g., shovels, push brooms, etc...)
5.
Are employees properly trained in:
a'
Operation and maintenance of equipment to prevent spills,
and procedures to follow in an event of a spill?
b.
Installation Spill Contingency Plan regulation FB Reg 200-3?
C.
Spill prevention and containment procedures?
How to read Material Safety Data Sheet and select PPE?
6.
Does the facility have an evacuation plan, diagram of the
evacuation plan, and a sketch of the facility including escape
routes and reassembly point?
SPILL RESPONSE AND NOTIFICATION
When a spill is discovered, take the following actions:
1.
Stop further spill by closing valves, plugging leaks, or rerouting the flow of material.
2'
Immediately report spills to the FB Fire Department, EMERGENCY 911, DPW at 907-
3975 or 584-1068, and the HWRO at 396-2141.
3.
Provide the following information: 1) Location of spill and/or nearest building number,
2) Type and quantity of material spilled 3) Direction of flow 4) Possible hazards, injuries,
etc...
4
Meet or appoint someone to meet the Senior Firefighter,
and provide assistance/information as he/she requires.
35

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
5. Maintain a record of spills; forward a copy to DPW Environmental Branch.
DPW Compliance Inspector Date:
36

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
SPILL RESPONSE PROCEDURES
In the event of a spill, individuals will take the following actions:
1. Determine what type of material has been spilled.
2. Weigh all safety factors; check MSDS to determine health and physical hazards.
3. If it is not safe to begin spill response or if the spill too large for you to contain:
➢ Call the Fort Bragg Fire Department at 91 1 . From a cell phone, call 432-
0911.
➢ Notify supervisor.
➢ Wait for assistance.
4. If safe for you to begin spill response:
➢ Ensure your personnel have the proper personal protective equipment.
➢ Contain the spill (plug leaks or set container upright).
➢ Use spill absorbent or appropriate spill pads/booms to contain spill.
➢ Sweep up absorbent and properly dispose of contaminated pads/booms.
➢ Turn in contaminated absorbent/materials to the DPW Hazardous Waste
Office.
5. In the event of a fire:
➢ Call 911 immediately. From a cell phone, call 432-091 1 .
➢ Evacuate the area.
➢ Notify supervisor.
➢ Provide a copy of hazardous material inventory to fire fighters upon arrival.
➢ Do not attempt to put out chemical fires - conventional fire extinguishers
may make the situation worse.
Any spill of fuel, solvents, oxidizers, acids, highly flammable materials, or any spill
over FIVE gallons requires immediate notification of the Fire Department (91 1) and
DPW. (396-2295/396-2141
Contact the Fire Department IMMEDIATELY if anything enters storm drains, sewer
system or any other waterway (creek, lake, pond, ditch, etc.) during a spill.
Never attempt to clean a spill without using the proper protective gear (gloves,
goggles, etc.)
Spills over 5 gallons must be verified by DPW, even if cleaned up by unit.
37

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
NEVER conceal spills from DPW - Failing to report spills may result in fines from NC
DENR and EPA as well as civil/criminal penalties for willful neglect.
3.2
38

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg Waste Labels Fort Bragg, North Carolina
HAZARDOUS WASTE
JF)it
c nt-unt$
-Dote Este bi l sh ed -
Date Full
Date Tninsferred
HAZARDOUS WASTE CONTAINER
BUST HF TRANSFERRED TO A
STORAGE SITE WITHIN 72 HOUR
WHEN IT IS FULL,
CONTACT HAZARDOUS WASTE
OFFICE FOR GUIDANCE 396.2141
39

3.2.1
Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
U?QVERSAL WASTE
YFDER-41. LAW FDOMM pCpk()M UWM4jL
TB LFOt.[iMW MATQRALS AU RM& .L , m A
❑ uNwEvALlmsm r�
KTIL& '.III NaMAUILTti+KI
aria MIDfC*KOlSrM294Tk2bW
ILE NVFM CARI
F►w LWL Ibmia L,Uft0tkVta2* A9G•16`L'I .iih4l p�py`
3.2.2 Recycling Guide
Commodity
Building
Site
Cardboard
Recycling
3-1 240
DPW ECB Recycling Facility
A-3686
Butner Shoppette
N-5335
Honeycutt Shoppette
H-4401
Smoke Bomb Shoppette
F-1231
COSCOM Shoppette
E-2310
Pines Class VI
4-2472
Mini -Mall
8-5476C
Class VI North Post
D-1302
Smoke Bomb Gas Station
8-2547
KCA
3-1137
Environmental Office
8-3502
CIF
Magazine/Newspaper
Recycling
3-1 240
DPW ECB Recycling Facility
8-5476
North Post Commissary
E-2310
Pines Class VI Store
4-21 71
Post Office
40

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
8-5050
Main Post Exchange
3-1631
Public Works
2-1120
Finance
D-2317
Research
3-1137
Environmental Office
8-1 703
Transportation Division
C-1 244
DSTB Barracks
C-1 235
DSTB COF
Scrap/Metal/Aluminum
3-1 240
DPW ECB Recycling Center
Recycling
Toner and Inkjet Cartridges
3-1 240
DPW ECB Recycling Center
Recycling
Office Paper Recycling
3-1 240
DPW ECB Recycling Center
Aluminum Can Recycling
3-1240
DPW ECB Recycling Center
Plastics Recycling
3-1 240
DPW ECB Recycling Center
41

Storruwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
DEPARTMENT OF THE ARMY
US ARMY INSTALLATION MANAGEMENT COMMAND
. HEADQUARTERS,UNITED STATES ARMY GARRISON, FT BRAGG
2175 REILLY ROAD. STOP A
FORT BRAGG, NORTH CAROLINA 28310-5000
REPLY TO
ATTEMION OF
IMSE-BRG-PWE 16 Jul 07
MEMOPJANDUM FOR SEE D=STRIBU '7ON
SUBJECT: Li-SO2 Ba-zery Management on Fort Bragg and Camp
Mackall
1. Reference:
a. Memorandum, Environmental Protection Agency, 8 June
2006.
b. Fort Bragg Hazardous Waste Management Plan, October
2006.
2. The purpose of this memorandum is to establish and
communicate proper management procedures for Lithium sulfur
dioxide (Li-S02) batteries generated on Fort Bragg and Camp
Mackall. These batteries are generated by units and turned into
the Directorate of Public Works (DPW), Environmental Compliance
Branch (ECB), for voltage testing, reissue, or disposal as a
universal or hazardous waste.
3. In accordance with the US Army Corp of Engineers Hazardous
Waste Management Plan, Section 12.4.2, Military Batteries, units
should not discharge Li-S02 batteries on Fort Bragg. Any
discharging of Li-S02 batteries must be performed by DPW-ECB
Hazardous Waste Reclamation Office personnel. Under no
circumstance shall units discharge Li-S02 batteries by use of the
complete discharge device (CDD), discharge tab or button.
4. In the past, units were granted permission to discharge
batteries using the CDD. Some batteries were often discharged
in a manner that did not allow adequate ventilation of gasses
and heat dissemination. These actions created serious safety
and fire hazards. Partially discharged batteries have been
found in the landfill, these batteries have been suspect in
creating landfill fires.
5. In addition, Li-S02 batteries shall not be stored next to
incompatible materials. All batteries, especially Li-SO2
42

Storruwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
IMSE-BRG-PWE
SUBJECT: Li.-SQ Battery Management on Fort Bragg and Camp
Macka_l
batteries, must be segregated from all other battery -ypes, as
well as flammable materials, petroleum products, and other
incompatible materials. _.i-SJzbatteries must not be stored
outdoors in a manner chat exposes the battier:es to precipitation
or significant diurnal changes in temperature where condensation
build up may occur.
E. All unit S:andard Opera7ing 'rro�:_dures identifying and/or
referencing the discharge or Li -SO: batteries must be revised to
reflect conformance with this policy nc .Late_ than 60 days of
the date of this policy.
7. Point of contact is Steven Harris, 39gr,7432 or Christine
Hull at 907- 3214.
DISTRIBUTION:
A; D; E
a G. BEAN
rector of Public Works
43

IMSE-BRG-PWE
MEMORANDUM FOR SEE DISTRIBUTION
Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
5 Sep 07
SUBJECT: Required Monthly Data of Materials Recycled or Diverted from
Fort Bragg's Solid Waste Stream.
1. References:
a: Department of the Army (DA) Memorandum: Assistant Chief of
Staff for Installation Management (DAIM-FD), 18 Dec 02, Subject:
Implementation of the Solid Waste Annual Reporting Systems (SWARWeb)
b. North Carolina Department of Natural Resources (NCDENR),
Division of Waste Management, Annual Waste Report, required by G.S.
130A-309D(b)
2. The enclosed "Fort Bragg Material Recycling/Diversion/Disposal
Reporting Form" was generated to facilitate collection of data from
your agency. Please complete the form by the 5th day of each month
and fax to [phone], Attn: Sid Williamson or email to
[e-mail]. This data is required for compliance with
references la and lb above.
3. The Solid Waste/Recycling Program is responsible for compiling
data into monthly Directorate reports to be consolidated into annual
reports for DA and NCDENR. All agencies on Fort Bragg are responsible
for reporting any recycled, diverted, or disposed materials to Fort
Bragg's Solid Waste Office.
4. Recycled/diverted materials include, but are not limited to;
cardboard, metals, paper, shredded paper, newsprint, magazines, tires,
used oil, batteries, plastics, etc.
5. For further information regarding this fSpa7or data.collection,
please contact Sid Williamson, Solid Was n Recycling Program
Manager, [phone].
DISTRIBUTION:
AAFES
DECA
WAMC
USASOC
JSOC
DRMO
dory G. Bean
Director of Public works
44

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
45

FORT BRAGG POLICY OR PRECEDENT
(Ft Bragg Memo 25-50)
1. SUBJECT
2. MASTER POLICY NO.
Policy for Fuel Operations within Fort Bragg Motor Pools
81
3. ORIGINATOR
4. PHONE NUMBER
S. DATE ESTABLISHED
IMSE-BRG-PWP-C
432-8410
1 October 2007
6. SYNOPSIS: (if more space is needed, use reverse side.)
a. This policy addresses guidelines on fuel storage, fuel transfer operations, and environmental requirements for Fort Bragg;
including, Simmons Army Airfield and Camp Mackall. All military unitsand fueling activities must follow the requirements of
FM-10-67-1 and this Master Policy for fuel operations.
b. Fuel storage in a facility cannot exceed 12k gallons. A facility is defined as an areawithin a fence line and controlled by a
unit commander, i.e., motor pool. Total petroleum, oil, and lubricant (POL) storage in containers 55 gallons and above, must not
exceed 15k gallons total; this includes all new, used, and non -mil spec liquid POLs. Fuel storage in blivels is not allowed at any
time in motor pools.
c. There will be no refuel ing of ground vehicles in motor pool facilities. The only exceptions to this are for tracked or
engineering vehicles, or for emergency situations such as storm events or natural disasters. If tanker is in need of repair or is
going to be deployed, fuel transfers are allowed on a case -by -case basiswith permission from the Environmental Compliance
Branch - Compliance Assessment Team 010-3%-7432). After permission hasbeen granted, secondary containment is required
for both bulk fuel tankersand all associated connecting hoses and couplings. Use ofthe Contractor Owned Contractor Operated
(COCO) fuel cations is mandatory for fuel operations involving military ground vehicles. The Directorate of Logistics provides
fuel services for military vehicles.
d. Any container �o include mobile tankers) storing liquid fuel, hazardous material, or hazardous waste requires mandatory
secondary containment, in accordance with QAW)Title 40 Code of Federal Regulations, section 112 and Fort Bragg Regulation
200-3, 14 March 2000. Plasticwith sandbagged berm is not adequate secondary containment and can not be used. Do not park or
store equipment on wash racks. Wash racks do not serve assecondary containment. If a unit has an excess amount of fuel that it
needs to dispose of, contactthe Directorate of Public Works, Hazardous Waste Office (910-396-2141) for possible locations of
units that are in need offuel or off loading into the non -mil spec holding tanks.
e. Strict compliance with all safety requirements of FM 10-67-1, Fort Bragg Regulation 385-4,and Fort Bragg Regulation
350-6 for field operations is required. Fuel trucks must be grounded and adequate spill absorbent material available within 25
feet.
7. TYPE POLICY
8. IDENTIFY POLICY AFFECTED
supersedes Master Policy Number 81, dated 31 January 2005.
ElThispolicy
NEW
CHANGE
APPROVED:
❑10.
REVOCATION
1/original signed}
11. DIRECTIVE ON WHICH BASED (Show date, subject, and origin.)
FM 10-67-1, 2 April 1998, Concepts and Equipment of Petroleum Operations; Fort Bragg Regualtion 200-3, In tallation Spill
Contingency Plan,.14 Mar 2000
12. DISTRIBUTION
13. DATE PUBLISHED
A, D, E
24 January 200E
FB FORM 1335-E, Jan 03 (AFZA-IT) V 2,2

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
IMSE-BRG-PWP-C Master Policy 81
SUBECT: Policy for Fuel Operations within Fort Bragg Motor Pools
f. Initiate a Risk Management worksheet, in accordance with FM 10-67-1, and concurrence
from the Fort Bragg Fire Department. Maintain a copy of the approved Risk Management
worksheet at the fuel storage location and provide a copy to the Fort Bragg Fire Department,
Directorate of Public Works, Environmental Compliance Branch.

Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
POLICY OR PRECEDENT
(XVIII Abn Corps and Ft Bragg Memo 25-50)
1. SUBJECT
2, MASTER POLICY NO.
Command Policy Statement - Lead Acid Battery Policy
100
3. ORIGINATOR
4. PHONE NUMBER
5. DATE ESTABLISHED
AFZA-GD
[phone]
2 May 2008
6. SYNOPSIS: (if more space is needed, use reverse side.)
a. This is a permanent Corps policy and does not expire until rescinded or suspended.
b. This policy applies to all units of the XVIII Airborne Corps.
(1) Units will utilize the consignments program, set up by the Defense Supply Center, Richmond, for supply of 6TMF,
4HN, and 2HN lead acid batteries. Each battery supplied under this program is covered by warranty.
(2) This program establishes supply and monitoring of battery stocks by the supply contractor, at a level determined by the
unit. The unit will no longer be responsible for acid fill and initial charging of batteries.
(3) The contractor will maintain and deliver a 30-day supply of surge capability within 48 hours for contingency
operations.
(4) Direct support battery shops will identify unserviceable batteries for disposal and service other batteries for return to
the supply system. If a battery is covered under warranty, it will be replaced at no charge. If it is not under warranty, the
contractor will remove and replace the battery at the unit expense. Units will follow normal supply procedures for
turn-in/request of serviceable batteries.
c. Point of contact is G4, XVIII Airborne Corps, [phone]/1026.
7'. TYPE POLICY
8. IDENTIFY POLICY AFFECTED
This policy supersedes Master Policy No. 100, dated 31 January 2005.
❑ NEW
9. LAST REVIEWED
DATE
REVIEWING OFFICER
ORGANIZATION
INITIAL
CHANGE
❑ REVOCATION
10. APPROVE
_
ALBERT E. BALLAR R. COL, GS, Chief of Staff - Task Force Bragg
11. DIRECTIVE ON WHICH BASED (Show date, su ect, and origin.)
AR 750-1, Army Material Maintenance Policy, 20 September 2007
12. DISTRIBUTION
13. DATE PUBLISHED
Electronic Media Only
3 June 2008
rn rOFUM 1334-E, MAY 01 PREVIOUS EDITION IS OBSOLETE. V 2.2

February 2015
Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
A2-49
Use or disclosure of data contained on this sheet is subject to the restriction on the title page of this plan.

Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Best Management Practices
Description
GOOD HOUSEKEEPING
1
Good Housekeeping
Maintain material and chemical storage areas in a clean and
orderly manner.
Maintenance bay floors cleaned
Prevent discharge of PPMs through bay doors to exterior of
2
other than by hosing and
building. Maintain clean, dry floors using brooms, shovels,
washing
vacuum cleaners or cleaning machines.
Use of absorbent materials for
Absorbent materials (dry sweep) are useful for activities with
3
cleaning up liquid spills and
liquid materials onsite. Absorbent materials can be used in
leaks
conjunction with curbing to provide cleanup of small spills
within a containment area.
Develop ways to recycle, reclaim and/or reuse materials to
4
Recycle/reuse program
reduce the volume of materials brought into the activity and
reduce the volume of waste.
Contain the use of solvents and other cleaning compounds to
5
Centralized parts cleaning
designated areas to promote safer handling and minimize
stations
risks of spills. Waste solvent is removed from the Installation
by private contractor.
Removal of fluids from
Wrecked or damaged vehicles often drip oil and other fluids.
6
incoming wrecked vehicles
Remove fluids from damaged vehicles to prevent spills or
leaks of PPMs.
7
Used battery recycling
Storing used batteries promotes recycling of materials and
reduction of waste.
Used solvent can be reused for presoaking dirty parts before
8
Solvents reuse/control
cleaning parts in fresh solvent. Use an onsite solvent
recovery unit to recycle solvent for reuse.
Designate waste storage locations where materials are
contained (diking and curbing) and covered to prevent
9
Containment of wastes
contact with stormwater runoff. Single accumulation points
for waste materials reduce the risk of accidental spills.
Segregation of wastes promotes better handling and
recycling.
Designated locations for tanker
Covered loading and unloading areas, such as building
trucks/materials delivery
overhangs at loading docks, can reduce exposure of
10
vehicles where spills can be
materials, vehicles, and equipment to storm water. Minimize
contained
stormwater run-on by grading pavement away from the
activity.
February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Best Management Practices
Description
Security will help prevent an accidental or intentional release
Security at critical points where
of materials to stormwater runoff. Improve security by
11
spills can be contained
training security personnel about the specifics of the SPPP.
Routine patrol, lighting, and access control are possible
measures.
PREVENTIVE MAINTENANCE
Preventive maintenance program for inspection and
maintenance of stormwater management devices, including
sediment traps, oil/water separators, and erosion control
1
Preventive maintenance
features. Program includes inspecting and testing of activity
equipment and systems to uncover conditions that could
cause breakdown or failures resulting in the discharge of
PPMs.
Greatly reduce risks of contaminating storm water by
Confine significant materials
limiting operations to controlled environments. Generally,
2
storage and equipment
there is no stormwater runoff from enclosed, covered areas.
maintenance to indoors
All interior operations are managed through appropriate spill
prevention and control.
Plan for removal of underground
Underground storage tanks that have been removed from
3
storage tanks (UST)
service should be properly closed, including removal of the
tanks.
Nondestructive pressure and vacuum testing for above-
4
Testing of tanks for mechanical
ground storage tanks can locate potential leaks or damage to
integrity
storage vessels. Testing ensures early detection of structural
failure before a significant spill or leak occurs.
Oil/water separators must be routinely inspected, cleaned,
5
Routine maintenance of oil/water
and maintained for effective operation. Clogging and
separators
overflow of oil/water separators represents a potential
discharge of pollutants to storm water.
VISUAL INSPECTIONS
Method of documenting visual inspections. Labels placed in
I
Visual inspection "tagging
key inspection areas to record date of inspection. Visual
system"
inspections help to ensure all elements of the SPPP are in
place and working properly.
Inspect all liquid storage tanks and drums for corrosion or
2
Routine inspection program for
damage to tanks, tank supports, drain valves, and fill ports.
all tanks
Inspect tanks for signs of leaking or improperly closed
valves.
February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Best Management Practices
Description
Signs and labels identify problem areas or hazardous
materials at the activity and are helpful for segregating large
3
Signs/labels on containers
amounts of materials. Signs and labels provide information
and instructions on the use of materials and equipment.
Signs and labels should be visible and easy to read and
include emergency information.
At specified intervals, conduct an evaluation/inspection for
Conduct installation compliance
compliance with the SPPP. Inspect stormwater drainage
4
evaluation/inspection of
areas and spill response equipment. Evaluate effectiveness
stormwater pollution prevention
of existing BMPs. Make revisions to the SPPP, and
implement any changes. Prepare a report and store it with
the SPPP.
SPILL PREVENTION AND RESPONSE
Inclusion of activity in
The Installation Spill Contingency Plan/Spill Prevention,
I
Installation Spill Contingency
Control, and Countermeasures Plan will include spill
Plan/Spill Prevention, Control,
prevention and control information that is representative of
and Countermeasures Plan
functions of the activity.
The Installation Spill Contingency Plan/Spill Prevention,
Control, and Countermeasures Plan can satisfy this
Activity Spill Contingency
requirement. Specific activity information, including maps
2
Plan/Spill Prevention, Control,
and local contacts, should be added. A summary table
and Countermeasures Plan
showing areas where spills have the greatest potential to
occur and a summary of materials handling procedures shall
be added to meet requirements of the SPPP.
Berms contain spills to within the fueling area; prevent
3
Berms to control spills at fueling
discharges to stormwater conveyances; allow spill control
stations
measures to be implemented; and direct water run-on away
from the fueling area.
Berms contain spills to the vicinity of the fuel tank; prevent
4
Benns to control spills at fuel
discharges to stormwater conveyances; allow spill control
tanks
measures to be implemented; and direct water run-on away
from the fuel tanks.
Temporary measure for secondary containment of spills and
Secondary containment of
overflows. A multi -layer sandbag perimeter is placed
5
material storage areas using
around the containment area. The interior is lined with
sandbags and visqueen liners
visqueen and covered with sand. Permanent measures
include diking and curbing.
February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Best Management Practices
Description
Contains spills and leaks to the storage area. Diking is most
Secondary containment of
effective for large above -ground storage tanks and tank -truck
6
material storage areas using
loading and unloading areas, while curbing is usually
diking and curbing
reserved for much smaller areas. Containment area shall have
capacity for 10 percent of the total tank volume or 110
percent of largest tank volume, whichever is greater.
Hosing and washing should be avoided because wash water
7
Fuel spills cleaned other than by
will carry up fuel, oil, and grease into the stormwater
hosing/washing
sewerage system. Use absorbent materials for cleaning up
spills.
Spill control awareness signs
Post signs and labels in key locations to promote awareness
8
visible at fueling areas
of BMPs at fueling stations and serve as reminders to
personnel of overall responsibilities.
Vehicle washing removes materials such as site -specific dust
and spilled materials that have accumulated on the vehicle
9
Vehicle wash rack
and which may be spread as the vehicle moves across and off
of the Installation. A wash rack requires either discharge to
the sanitary or industrial sewer, or an NPDES permit for non-
stormwater discharge"
Oil/water separators and oil and grease traps are devices that
10
Oil/grease collection traps
reduce the amount of oil entering storm drains. These devices
should be installed and routinely inspected, cleaned, and
maintained.
Oil/water separators and oil/detergent traps are devices that
Wash rack oil/detergent
reduce the amount of oil and detergents in the wash water
11
collection traps
prior to being discharged to the sanitary sewer. These devices
should be installed and routinely inspected, cleaned, and
maintained.
Designated emergency spill control stations will be identified
Emergency spill control stations
by signs and will include: safety equipment, including
12
and supplies
respirators, eye guards, protective clothing, and fire
extinguisher; and cleanup equipment such as brooms,
barriers, sweeps, absorbents, and containers.
Fuel overflows during storage tank filling are a major source
of spills. Also, oil/water separators and oil/grease traps must
13
Spill overflow prevention
be routinely serviced to function properly and prevent
equipment
overflows. Overfill prevention equipment automatically shuts
off flow, restricts flow, or sounds an alarm when the tank is
almost full.
Used to catch and contain small volumes of leaks, drips, and
14
Drip pans/pads used to
spills that occur at an activity so that materials or chemicals
minimize spills
can be cleaned up easily or recycled before they can
contaminate storm water.
February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Best Management Practices
Description
SEDIMENT AND EROSION CONTROL
Structural practices to divert stormwater flows away from
Erosion and sediment transport
exposed areas, convey runoff, prevent sediments from
I
control - structural
moving off -site, and reduce the erosive forces of stormwater
runoff. Methods include sediment traps, sediment basins, and
storm drain inlet and outlet protection.
Where possible, preserve natural vegetation for stormwater
control. Stabilized areas minimize erosion potential, protect
2
Erosion and sediment transport
water quality and provide aesthetic benefits. Natural
control - nonstructural
vegetation provides infiltration, removes sediments and other
pollutants, and reduces the flow and velocity of the storm
water.
EMPLOYEE TRAINING
Implement a training program to instruct personnel in proper
1
Formal training plan for BMPs
use of BMPs. Training will take into account the complexity
of management practices and the nature of the staff, including
staff turnover and changes in job assignments.
Signs/labels to create awareness
Post signs and labels in key locations to promote awareness
2
of SPPP
of the SPPP and BMPs, and serve as reminders to personnel
of overall responsibilities.
MANAGEMENT OF RUNOFF
I
Control of run-on through
Minimize stormwater run-on through grading.
drainage slopes
Fueling areas can be designed to minimize spills and leaks of
Protection of fueling areas from
fuel from coming into contact with storm water by building a
2
precipitation/runoff.concrete
roof over the fueling area and paving the fuel area with
instead of asphalt. Asphalt soaks up fuel and can
become a source of stormwater contamination.
3
Cover of loading/unloading
Covering loading/unloading areas prevents contact of PPMs
areas
with stormwater.
Reduce the volume of storm water through run-on and runoff
4
Stormwater reduction practices
controls. Examples can include dikes, curbing, and porous
pavement.
Act as barriers in an area of concern. Prevent stormwater run-
5
Diking and curbing
on to the activity. Minimize stormwater runoff from the
activity by containing runoff or directing runoff to treatment
structures, i.e., grassed swales, oil/water separators.
February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
Best Management Practices
Description
RECORDKEEPING AND REPORTING
Conduct an inventory of all PPMs stored and/or used at the
1
Conduct inventory of PPMs
activity. Maintain a database of PPMs in the inventory to
include amount stored, location, and rate of use.
Maintain MSDS for all PPMs
Maintain files for Material Storage Data Sheet (MSDS) for all
2
identified in inventory
PPMs currently stored and/or used at the activity. Identify
locations for MSDS files through training and signs.
Eliminate or reduce the number or amount of hazardous
Formal plan to
materials and waste by substituting non -hazardous materials.
3
identify/substitute toxic solvents
Examples include using non -caustic detergents instead of
and chemicals with non -toxic
caustic cleaning agents for parts cleaning, using detergent -
based cleaning systems in place of organic solvent
degreasers, or using cleaning agents that can be recycled.
February 2015
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
APPENDIX 3: ADVANCED BEST MANAGEMENT PRACTICES
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
1. PURPOSE OF ADVANCED BEST MANAGEMENT PRACTICES
Advanced, or structural, best management practices (ABMPs) are used in locations or situations
where baseline BMPs cannot achieve the level of stormwater management desires or mandated by
regulations. These engineered solutions run the gamut from simple vegetated filter strips to
elaborate permeable pavement parking lots and restored riparian buffer systems. Those described
by NCDEQ and outlined below, are in use on Fort Bragg.
ABMPs can be categorized into five general functions although many ABMPs can be utilized in
various categories. These five categories and typical ABMPs are listed below:
• Flow Diversion Practices - Storm water conveyances, containment, berms, interceptor
swales
• Exposure Minimization Practices - Roofing, covering, containment, effective spill
containment
• Mitigative Practices - Spill kits, dedicated trained staff
• Sediment and Erosion Prevention Practices -Sodded or gravel diversion ditches, sodded
terraces, gravel or paved roads, seeding and fertilizing, detention ponds, rip rap and re-
grading
• Pollution Prevention and Source Reduction - Oil/ water separators, dedicated hazardous
material storage
1.1. ADDITIONAL TYPICAL STRUCTURAL ABMPS
These structural ABMPs are relatively inexpensive devices that control or treat storm water prior
to discharge from any type of on -site activity to prevent or reduce water pollution. Examples:
• Various storm water conveyances such as channels, drains, and sewers.
• Silt fences, diversion dikes, and hay bales.
• Paving and grading.
• Permanent containment, berming and curbing.
• Sumps.
• Oil/water separators.
• Inlet and outlet protection — rip rap, gravel, and paving.
• Storage, where practical, should occur under storm resistant shelters which minimize
exposure to rain, snow, snowmelt, and runoff. Examples:
o Three -sided Roofed Storage Buildings
o Flammable Storage Cabinets
o Flammable Storage Buildings
o Hazardous Storage Connex
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
o Palleted with a Tarp
1.2. OTHER TYPICAL NON-STRUCTURAL ABMPS
These non-structural ABMPs are relatively inexpensive changes in procedures or practices in order
to prevent or mitigate pollution from any type of on -site activity to prevent or reduce water
pollution. Examples:
• Small or portable secondary containment.
• Waste minimization and recycling containers and equipment.
• Spill kits.
• Drip pans.
• Vegetative cover.
1.3. SPECIFIC ABMPS
The measures HIGHLIGHTED IN ALL CAPS are in use in the industrialized areas covered by
this SWPPP Additional information is available in the NCDEQ Stormwater BMP Manual. To
facilitate acceptance by inspectors, descriptions and instructions from this manual should be
followed as written since any exceptions to design standards must be approved on a case -by -case
basis.
1.4. LEVEL SPREADER & VEGETATED FILTER STRIP
A level spreader -vegetative filter strip (LS-VFS) consists of a level spreader in series with a
vegetative filter strip. A LS-VFS will typically be installed for one or more of the following
purposes: to provide diffuse flow per a buffer rule, to meet stormwater rule provisions, or to
provide pollutant removal. Design requirements for the system vary based on the regulatory
requirements that apply and the type of ground cover in the VFS. A VFS will be placed into one
of four categories: protected riparian buffer, wooded stormwater setback/buffer, or engineered
filter strip. The VFS will usually be 30 feet in width except when the LS-VFS is being used to
meet stormwater rule requirements in SA waters, in which case the VFS must be a minimum of
50 feet in width.
1.4.1. Advantages:
• Meets diffuse flow requirements under the buffer and stormwater programs.
• Can reduce particulate pollutants such as sediment, organic matter, and trace metals.
• Slows down the water and promotes infiltration.
1.4.2. Disadvantages:
• Only receives credit for 40 percent Total Suspended Solids (TSS) removal.
• Does not provide a significant amount of runoff storage to significantly reduce peak
discharge.
• Typically functions as only a component in a stormwater management system.
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
1.5. STORMWATER WETLAND
Stormwater wetlands provide an efficient biological method for removing a wide variety of
pollutants, (e.g. suspended solids, nutrients (nitrogen and phosphorus), heavy metals, toxic organic
pollutants, and petroleum compounds) in a managed environment. Compared with wet ponds, sand
filters, bio-retention areas, and other stormwater BMPs, wetlands have the best median removal
rate for total suspended solids, nitrate nitrogen, ammonia -nitrogen, total phosphorus, phosphate -
phosphorus, and some metals. Stormwater wetlands can also be used to reduce pollution associated
with high levels of fecal coliform and other pathogen contamination. Wetlands temporarily store
stormwater runoff in shallow pools that support emergent and riparian vegetation. The storage,
complex microtopography, and vegetative community in stormwater wetlands combine to form an
ideal matrix for the removal of many pollutants. Stormwater wetlands can also effectively reduce
peak runoff rates and stabilize flow to adjacent natural wetlands and streams.
1.5.1. Advantages:
• Creates a shallow matrix of sediment, plants, water, and detritus that collectively removes
multiple pollutants through a series of complementary physical, chemical, and biological
processes.
• Best BMP design for maximum TSS, nitrogen, and phosphorus removal while also
providing stormwater volume control.
• Aesthetically pleasing when properly maintained and can be sited in both low and high -
visibility areas.
• Can provide an excellent habitat for wildlife and waterfowl.
1.5.2. Disadvantages:
• Occupies more land than other stormwater BMPs such as detention basins.
• Needs to meet critical water balance requirements to stay healthy and properly functioning.
• Poorly maintained stormwater wetlands can be colonized by invasive species that out -
compete native wetlands plants.
• Removal of invasive plants is difficult and labor intensive and may need to be done
repeatedly.
1.6. WET DETENTION BASIN
In wet detention basins, a permanent pool of standing water is maintained by a riser —the elevated
outlet of the wet detention basin. Water in the permanent pool mixes with and dilutes the initial
runoff from storm events. Wet detention basins fill with stormwater and release most of the mixed
flow over a period of a few days, slowly returning the basin to its normal depth. Runoff generated
during the early phases of a storm usually has the highest concentrations of sediment and dissolved
pollutants. Because a wet detention basin dilutes and settles pollutants in the initial runoff, the
concentration of pollutants in the runoff released downstream is reduced. Following storm events,
pollutants are removed from water retained in the wet detention basin. Two mechanisms that
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
remove pollutants in wet detention basins include settling of suspended particulates and biological
uptake, or consumption of pollutants by plants, algae, and bacteria in the water. However, if the
basin is not adequately maintained (e.g., by periodic excavation of the captured sediment), storm
flows may re -suspend sediments and deliver them to the stream.
1.6.1. Advantages:
• Can be aesthetically pleasing and can be sited in both low- and high -visibility areas.
• Can provide wildlife habitat and a focal point for recreation.
• Provides good water quantity control for reducing the frequency of flooding events that
cause bank erosion.
1.6.2. Disadvantages:
• Sometimes create problems such as nuisance odors, algae blooms, and rotting debris when
not properly maintained.
• Local regulations may impose unappealing features such as fencing around basins to
reduce safety hazards.
• May attract excessive waterfowl, which can be a nuisance and can increase fecal coliform
levels.
• May contribute to thermal pollution so may not be appropriate in areas where sensitive
aquatic species live.
1.7. DRY DETENTION BASIN
As the name of this BMP implies, these basins are typically dry between storm events. A low -flow
outlet slowly releases water retained over a period of days. This BMP can be applied in residential,
industrial, and commercial developments where sufficient space is available. The primary purpose
of dry extended detention basins is to attenuate and delay stormwater runoff peaks. They are
appropriate where water quality issues are secondary to managing peak runoff, since the overall
pollutant removal efficiency of dry extended detention basins is low. Dry extended detention
basins are not intended as infiltration or groundwater recharge measures.
1.7.1. Advantages:
• Can effectively control peak runoff discharge rates from both small and large drainage
areas.
• Moderately effective at removing suspended solids and particulate matter.
• May allow for recreational and other open -space uses between storms.
• Presents fewer hazards to the public than wet basins because of the absence of a permanent
pool of water.
1.7.2. Disadvantages:
• Poor or nonexistent maintenance of dry extended detention basins is a common problem
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
throughout the state.
• Limited effectiveness in removing dissolved substances.
• Tends to develop a soggy bottom or standing water, which hinders facility maintenance
and the growth of effective vegetative cover, as well as becoming a perceived eyesore.
• Debris can accumulate and not only be an eyesore, but also clog the outlets and cause
overflows during large rainfall events.
• Can attract children and become a safety hazard.
• Fencing is typically considered unsightly.
1.8. SEDIMENT FOREBAY
A sediment forebay is an essential component of most impoundment and infiltration BMPs
including retention, detention, extended -detention, constructed wetlands, and infiltration basins. A
sediment forebay should be located at each inflow point in the stormwater BMP. Storm drain
piping or other conveyances may be aligned to discharge into one forebay or several, as appropriate
for the particular site. Direct access to the forebay should be provided to simplify maintenance.
Provision of a hardened access or staging pad adjacent to the forebay is also beneficial. Such an
area helps protect the forebay and basin from excessive erosion resulting from operation of the
heavy equipment used for maintenance. Installing block pavers or similar material can harden the
pad area. Also, a hardened bottom to the forebay will help avoid over excavation during clean out
operations.
In addition, a fixed, vertical, sediment depth marker should be installed in each sediment forebay
to measure the sediment deposition. The sediment depth marker will allow the owner to monitor
the accumulation and anticipate maintenance needs. Clean out frequency will vary depending on
the conditions of the upstream watershed and the given site.
1.8.1. Advantages:
• Enhances pollutant removal capabilities of a BMP.
• Traps Sediments in a confined area.
• Easier cleanout than large basin.
1.8.2. Disadvantages:
• More frequent cleanout needed.
• Proper sizing critical in order not to re -suspend settled particles.
1.9. BIORETENTION BASIN
A bioretention cell consists of a depression in the ground filled with a soil media mixture that
supports various types of water -tolerant vegetation. The surface of the BMP is depressed in
bioretention facilities to allow for ponding of runoff that filters through the BMP media. Water
exits the bioretention area via exfiltration into the surrounding soil, flow out an underdrain, and
evapotranspiration. The surface of the cell is protected from weeds, mechanical erosion, and
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
desiccation by a layer of mulch. Bioretention is an efficient method for removing a wide variety
of pollutants, such as suspended solids, heavy metals, nutrients, pathogens, and temperature (NC
Cooperative Extension, 2006). Bioretention areas provide some nutrient uptake in addition to
physical filtration. If located at a site with appropriate soil conditions to provide infiltration,
bioretention can also be effective in reducing peak runoff rates, reducing runoff volumes, and
recharging groundwater.
1.9.1. Advantages:
• Efficient removal method for suspended solids, heavy metals, adsorbed pollutants,
nitrogen, phosphorus, pathogens, and temperature.
• If providing infiltration in appropriate soil conditions it can effectively reduce peak runoff
rates for relatively frequent storms, reduce runoff volumes, and recharge groundwater.
• Flexible adaptation to urban retrofits.
• Individual units are well suited for use in small areas, and multiple, distributed units can
provide treatment in large drainage areas.
• Natural integration into landscaping for urban landscape enhancement.
• Addition of upturned elbow in design can increase N and P removal and be added as an
inexpensive retrofit.
1.9.2. Disadvantages:
• Surface soil layer may clog over time (though it can be restored).
• Frequent trash removal may be required, especially in high traffic areas.
• Vigilance in protecting the bioretention area during construction is essential.
• Single unit can only serve a small drainage area.
• Requires frequent maintenance of plant material and mulch layer.
• Internal Water Source requires well -drained soils.
1.10. GRASSED SWALES
Grassed swales are typically long open drainage channels integrated into the surrounding
development or landscape that are lined with grass or other vegetation. They are often used in
residential and commercial developments as well as along highway medians as alternatives or
enhancements to conventional storm sewers. Swales are suitable for many types of development,
but are most practical for campus -type developments and single-family residential sites.
1.10.1. Advantages:
• Can reduce the use of costly development infrastructure, e.g., curb and gutter.
• Can be aesthetically pleasing.
• Low -slope swales can create wetland areas.
• Unmowed systems not adjacent to roadways can provide valuable "wet meadow" habitat.
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
1.10.2. Disadvantages:
• Could be subject to standing water and mosquito infestations.
• May be subject to channelization due to concentrated flows.
• Low pollutant removal rates and essentially no volume control. Must be used with other
BMPs to meet most stormwater rule requirements.
1.11. RESTORED RIPARIAN BUFFER
Restored riparian buffers are natural or constructed low -maintenance ecosystems adjacent to
surface water bodies, where trees, grasses, shrubs, and herbaceous plants function as a filter to
remove pollutants from overland stormwater flow and shallow groundwater flow prior to discharge
to receiving waters.
1.11.1. Advantages:
• Offers numerous aesthetic and passive recreational benefits.
• Provides water quality treatment, erosion control, and water temperature benefits.
• Maintaining trails that are constructed, marked, and signed well can build support for
greenways within riparian buffers in urban and suburban watersheds.
1.11.2. Disadvantages:
• Sometimes seen as unkempt public areas.
• Can be perceived as interfering with views of streams, especially with shrubby bank -side
vegetation.
• In the worst cases, can be abused as places for dumping trash and litter.
1.12. INFILTRATION AREAS (SURFACE & UNDERGROUND)
"Infiltration," in the context of BMPs, refers to the process of stormwater soaking into the soil.
Infiltration devices enhance percolation to groundwater by directing surface runoff to locations
where it can come into contact with pervious underlying soils and then detaining that runoff until
it can soak into the underlying soil. Infiltration devices reduce runoff volume, recharge
groundwater, and have high removal efficiencies for sediment and for pollutants adsorbed onto
sediment particles. A number of infiltration devices with differing designs have been used in
various locations throughout the country and are appropriate in the majority of the coastal counties
of North Carolina and as an alternative practice in other areas with suitable soils.
1.12.1. Advantages:
• Reduce frequency of flooding by reducing the amount of water flowing to surface waters.
• Help recharge groundwater, which supports dry -weather flows in streams.
• Particulate pollutant removal efficiencies generally as good as other BMPs.
1.12.2. Disadvantages:
• Often fail relatively quickly compared to other types of BMPs if not maintained.
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
• Restricted to areas with permeable soils.
• May cause undesirable groundwater seepage into basements and foundations if not
properly sited.
• Infiltration of contaminated stormwater may contaminate groundwater.
1.13. PERMEABLE PAVEMENT
Permeable pavement is an alternative to conventional paving materials (concrete and asphalt) that
allows stormwater to infiltrate through void spaces for temporary storage. Stormwater can then be
infiltrated into the soil or detained and released.
1.13.1. Advantages:
• Replaces Built Upon Area (BUA) with materials that infiltrate or detain stormwater.
• Eliminates standing water on pavement.
• Reduces the pollutant loading, runoff rate, and volume associated with stormwater runoff.
• Reduces land consumption by using treatment area for parking/driving.
• A useful BMP for heavily developed sites with limited space.
1.13.2. Disadvantages:
• Without proper maintenance it can become clogged by sediment, compromising its
effectiveness.
• Not applicable for all site conditions.
• Pavement installation costs are higher than conventional pavements. However, overall
costs may be comparable or lower when considering the cost savings from reduced needs
for stormwater piping and land for BMPs.
1.14. ROOFTOP RUNOFF MANAGEMENT
Roofs are an important source of concentrated runoff from developed sites; therefore, rooftop
runoff management can provide substantial benefits in highly urbanized settings where space for
other BMPs is limited. Rooftop runoff management BMPs are typically applied on flat or gently
sloping roofs; however, this BMP can also be applied with steep roofs. The techniques can be
retrofitted to many conventionally constructed buildings. If roof runoff is at least partly controlled
at the source, the size of other BMPs throughout the site can be reduced. Although rooftop runoff
management is generally more effective in controlling small storms, since the vast majority of rain
events are in this category, rooftop runoff management can be important in planning for
comprehensive stormwater management. By retaining this rainfall for evaporation or plant
transpiration, some rooftop runoff management measures, such as vegetated roof covers, can
achieve significant reductions in total annual runoff.
1.14.1. Advantages:
• Useful in wide range of applications.
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Storrawater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
• Provides effective stormwater management for small to mid -size events.
• Conserves space.
• Thought to extend life expectancies of roofs, primarily by shielding from UV and
temperature.
• Insulates sound; 5 inches of green roof medium can reduce sound by 40 decibels (dB).
• Reduces heat island effects caused by impervious surfaces, and reduces heating and cooling
costs of the building covered.
• Proven track record in Europe and numerous applications in North America.
• Adds aesthetic value to residential and commercial property; provides attractive textures
and colors and creates habitat for birds and insects.
1.14.2 Disadvantages:
• Can be difficult to retrofit.
• Main disadvantage is the potential need to provide additional structural strengthening.
• Normal garden maintenance is required for roof gardens, but the location may make it more
difficult to inspect and correct problems.
• Rooftop detention may lead to leaks through the roof.
• Sediment can accumulate near the outlet and cause clogging if not cleaned out periodically.
• Cost - These are among the most expensive practices per square foot of treated area.
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
APPENDIX 4: REFERENCES
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
References
Developing Your Stormwater Pollution Prevention Plan: A guide for Industrial Operators,
Washington, DC, U. S. EPA Publication EPA 833-B-09-002, February, 2009.
Fort Bragg ECOIECA Environmental Compliance Guide - Version 18, Fort Bragg, NC,
Directorate of Public Works, Environmental Compliance Branch, December, 2013.
North Carolina 2006 303-d List. Raleigh, NC: North Carolina Department of Environment and
Natural Resources. 2007.
North Carolina NPDES Permit Standard Conditions, Raleigh, NC, North Carolina Department
of Environment and Natural Resources., Division of Water Quality, November, 2011.
North Carolina Stormwater BMP Manual. Raleigh, NC: North Carolina Department of
Environment and Natural Resources.2008.
Permit No. NCS000331 To Discharge Stormwater Under The National Pollutant Discharge
Elimination System, Raleigh, NC, North Carolina Department of Environment and Natural
Resources., Division of Water Quality, March 1, 2011.
Pope Air Force Base Stormwater Pollution Prevention Plan, January 31, 2007.
Stormwater Management Plan for Fort Bragg, North Carolina, Durham, NC, AMEC
Environment & Infrastructure, June, 2012.
Sustainable Stormwater Pollution Prevention Plan, West Chester, PA, Weston Solutions,
December, 2004.
Stormwater Pollution Prevention Plan, INSTALLATION INTERNAL UPDATE, April, 2009.
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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Stormwater Pollution Prevention Plan (SWPPP)
Fort Bragg, North Carolina
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