20040169 Ver 1_COMPLETE FILE_20040206

DEPARTMENT OF THE AIR FORCE
HEADQUARTERS 43D AIRLIFT WING (AMC)
I j POPE AIR FORCE BASE NORTH CAROLINA
MEMORANDUM FOR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
ATTN: 401/WETLANDS UNIT, NCDWQ
FROM: 43 CES/CC
560 Interceptor Road
Pope AFB NC 23308-2314
SUBJECT: Submittal of Certificate of Completion, "Design/Build Spill Gate Structure on
Willow Creek", Pope AFB, NC, DWQ Project No. 04-0169
1. In accordance with the 401 Water Quality Certification and Authorization Certificate issued on
13 Feb 04, we are submitting the Certificate of Completion for the subject project. This project
was officially completed on 22 May 05.
2. If further information is required, please contact Mr. Alberto R. Marquez, Water Quality
Program Manager, Pope AFB at [phone].
MICHAEL R. HASS, Lt Col, USAF
Commander
Attachment:
Certificate of Completion, Design/Build
Spill Gate Structure on Willow Creek
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AMC--Global Reach for America
Certificate of Completion
DWQ Project No.:
Applicant:
Project Name:
Design/Build Spill Gate Structure on Willow Creek, Pope AFB, NC
Date of Issuance of 401 Water Quality Certification:
February 13, 2004
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, MICHAEL R. HASS, Lt Col, USAF , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
04-0169
County: Cumberland
Pope Air Force Base, 43 Civil Engineering Squadron
Signature: Registration No.: Date:
F
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1viicnaei r. rasicy, v'"U", ,
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 13, 2004
Cumberland County
DWQ Project #: 04-0169
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE
Pope Air Force Base
Attn: Mr. Alberto Marquez
43 Civil Engineering Squadron/CEOE
560 Interceptor Road
Pope AFB, NC 28208
Subject Property: Willow Creek Emergency Spill Gate Project
Dear Mr. Marquez:
You have our approval, in accordance with the attached conditions, to impact 0.054 acres of forested wetlands
and 16 feet of perennial stream for the purpose of a emergency spill gate as you described in your application
dated January 28, 2004. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Number 3402, which may be viewed on our website at
http://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use Nationwide Permit Number 18 when
the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you
go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying
404 or CAMA permit expires unless otherwise specified in the General Certification.'
This approval is only valid for the purpose and design that you described in your application except as modified
below. If you change your project, you must notify us and you may be required to send us a new application. If
the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and
any additional conditions listed below.
Conditions of Certification:
Certification of Completion
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are
made conditions of the Federal 404 and/or coastal Area Management Act Permit.
'SI e`er
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http:/th2o.enr.state.nc.us/ncwetlands
Page 2
Pope Air Force Base
February 13, 2004
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition,
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding
unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone John Dorney at 919-733-1786 or Ken Averitte at our Fayetteville
Regional Office at 910-486-1541.
Sincerely,
JRD/bs
Attachments
a k.ek, P.E., D ector
cc: Corps of Engineers Wilmington Field Office
Fayetteville DWQ Regional Office
File copy
Central Files
Shruti Shah, Black & Veatch, 1145 Sanctuary Parkway, Suite 475, Alpharetta, Georgia, 30004
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Preconstruction Notification
Nationwide Permit No. 18
401 Water Quality Certification
'#A,'illo«v Creek Emergency Spill Gate Project ,
Black & Veatch Special Projects Corp.
POPE AIR FORCE BASE, NORTH CAROLINA
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1145 Sanctuary Parkway
Suite 475
Alpharetta, Georgia 30004 USA
Tel: [phone]
Fax: [phone]
January 28, 2004
BLACK & VEATCH
Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd Suite 250
Raleigh, NC 27604-1650
Black & Veatch Special Projects Corp.
Y
WETLANDS/ 401 GROUP
FEB 0 6 2004
WATEF? QUALITY SECTION
Subject: Preconstruction Notification
401 Water Quality Certification & Nationwide Permit No. 18
• Pope Air Force Base Willow Creek Emergency Spill Gate Project Design
Black & Veatch Special Projects Corp.
Dear Sir or Madam,
In December 2003 Black & Veatch Special Projects Corp. (Black & Veatch) personnel
(Shruti Shah) and U.S. Army Corps of Engineers (USACE) Wilmington District
personnel (Lillette Granade) discussed the Pope Air Force Base (AFB) Willow Creek
Emergency Spill Gate project design. Ms. Granade expressed that this project would
most likely be permitted under Nationwide Permit (NWP) 18. An environmental
assessment (EA) has been completed for this project as well; however, total wetland
disturbance is less than 1/10 of an acre based on the enclosed design. Therefore, a
preconstruction notification (PCN) is being pursued. Please find the following below for
your review and use:
• Project Location Map (Figure 1)
• Wetland Delineation Map (Figure 2)
• Proposed Project Design Plan (Figure 3)
• Appendix A: Wetland Data Sheets corresponding to the Wetland Delineation
• Map
building a world of difference-
• Appendix B: Outlined proposed project area on Cumberland County Soil Survey
• Appendix C: Emergency Spill Gate Site Plans
• Appendix D: Environmental Assessment Final Approval Letter
• Appendix E: Pre-Construction Notification Applicant Form w/ Signed Agent
Authorization Letter
Background/Site Location
Black & Veatch is currently retained by Toltest Inc. to prepare design and permits for a
spill control gate. This project is to take place at Pope Air Force Base (AFB) located
northwest of Fayetteville, North Carolina in Cumberland County. A majority of the
base lies within the boundary of the U.S. Army-owned Fort Bragg Military
Reservation. The installation is approximately 2,130 acres.
The spill control gate, referred to as an emergency spill gate, will contain emergency
releases of petroleum products from upstream sources. These releases are then cleaned
up in order to prevent contamination from migrating downstream to Tank Creek. The
. emergency spill gate will be constructed at the golf cart crossing over Willow Creek
northeast of Building 390, and controlled from the Fire Department, Building 250.
Willow Creek is a perennial stream. A project location map is presented on Figure 1.
The existing culverts that form the golf cart path will not be disturbed.
Wetland Delineation
On January 7, 2004, Black & Veatch personnel (Shruti Shah) conducted a wetland
delineation of the Willow Creek Emergency Spill Gate project limits. It was
determined that 0.054 acre of wetlands are within the project limits. A delineation of
jurisdictional wetlands detected within the project limits and wetland determination
data sheet points are presented on Figure 2. Appendix A contains the corresponding
wetland determination data sheets. Appendix B outlines the proposed project area on
the Cumberland County Soil Survey. Black & Veatch would like to schedule a site
visit for a wetlands delineation verification at the earliest convenience of the USACE
Wilmington District.

Existing Conditions
Currently, two 5.5 ft. by 3.75 ft. concrete arch culverts exist at the site. A 6 ft. wide
concrete and asphalt golf cart path crosses the stream over the culverts. The path
crosses a lawn area on the west side of the project and a forested area on the east side
of the project.
Proposed Improvements and Project Design
Proposed improvements include building a headwall on both ends of the existing
culverts, installation of a rip-rap apron on the upstream and downstream side of the
culverts, installation of a sliding gate and associated electrical and mechanical
equipment to operate the gates, raising of the sidewalk to an elevation of 100.00 ft.
(roughly raised 3 ft.), restoration of the path, erosion control, and site stabilization.
The proposed project design plan is presented on Figure 3.
• Raising the path to an elevation of 100.00 ft. will impact the forested area adjacent to
the path. This impact will be a limited disturbance due to clearing for construction or
permanent fill for the raised path.
Environmental Assessment
In December, 2003, an environmental assessment (EA) was completed for
construction of a spill gate on Willow Creek. The EA concluded a Finding of No
Practicable Alternative (FONPA) and Finding of No Significant Impact (FONSI) for
"the construction of a new spill gate on Willow Creek adjacent to the asphalt walking
path near the Golf Course Maintenance Facility." The EA was finalized by the State
Clearinghouse on September 10, 2003. The State Environmental Policy Act final
approval letter is located in Appendix D.
Impacts to Wetland Areas and Willow Creek
The proposed project will impact a total of 0.054 acre of forested wetlands at the site.
• The proposed project will also excavate sediment and place rip-rap at the inlets and
outlets of the culverts resulting in removal of 18.8 cubic yards (cy) (16 linear feet) of
• sediment in Willow Creek. The proposed project impacts to the wetlands and Willow
Creek will comply with NWP No. 18 general conditions.
We respectfully submit this request for authorization to use NWP 18 & 401 water
quality certification. A PCN for this project is located in Appendix E. Should you
have any questions or need additional information, please feel free to contact me.
Sincerely,

Shruti H. Shah
Environmental Scientist
Black & Veatch Special Projects Corp.
Enclosure
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POPE AFB, FAYETTEVILLE, NORTH CAROLINA
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POINT LABELS:
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PROJECT LIMITS
Ic - DENOTES LIMITS OF
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NOTES-
1. TOTAL AREA OF WETLAND DISTURBED WITHIN
PROJECT LIMITS : 0.054 ACRES
2. 16 LINEAR FEET OF STREAM WILL BE
DISTURBED
3. 18.8 CY OF SILT REMOVAL BELOW HIGH
WATER LINE
4. TRIMBLE GEOXT HANDHELD GPS SYSTEM
(SUBMETER ACCURACY) USED FOR DELINEATING
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5. DATA COLLECTED ON JANUARY 7. 2004
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rfFAMW vrOtron rA ICBM
No
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83
•
APPENDIX B
0
0
Z
10,

0
APPENDIX C
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VICINITY MAP
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x'43. • • '

r
INDEX OF DRAWINGS
SKEET TITLE
INDEX SHEETS
1 COVER SEtET
2 EXISTING CONDITIONS/DEMOLITION PLAN
3 PROPOSED LAYOUT/GRADING PLAN AN-11) EROSION CONTROL PL&N
3A PROPOSED 1AYOUT/GP.ADING PLAN AND EROSION CONTROL PLAN
4 DETAILS SHEET 1 OF 2
5 DETAILS =MEET 2 OF 2
S ELECTRICAL AND CONTROL ROOM LAYOUT
PROCESS AND INSTRUMENTATION DIAGRAM
8 PROCESS SID INSTRUMENTATION DIAGRAM
E
•

101.3E
8
190 8E
9?
O19W NFr
BM 70P OF MANHOLE EL( a IODJW
q? x
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X
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GRAPHIC SCAIB ; 0
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s s • • •
heet
1 ba . = e. Rel
Sereoee
Number:
2
W
•
•
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ApBS1oR LK1n,Blp
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ow
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COMMAND 2 2 GATE 2 OPEN
OPEN GTE 1 T
COMMUo
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N
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OPEN T RAOD
CARF 1 GTE 1
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, t h h h
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WI?? C CZ
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NUB - - TO NEW COIpNETt Z?{ p z
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TO DUPLEX OUNEr v 8
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6
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A C U F G H
6
CAMM NORIRED ON POE TRNRII PLUG OWMCE OF RM
CTU MALL-YOIMIED N OFFICE OR ADJACENT CONTROL ROOM..
HOR AND RADA AT OFFICE ARE SNEIF-ROINIPA
S? VHF HUM AT OFFICE REOIDRS IEOVAC [PGD] RECEPTACLE.
RAM AT OFFICE DERIVES POFER FROM CRL
WIN MOM RAIDS ARE YOUINED N ffnL
5 ?
0
4
ELECTRIC ACIWTORS
CAMERA .p
e e ? ? d
p
Fee f_
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POWER
CATS
Uti WIRELESS
ETHERNET
yO
CM LOCA71ED IN w
COFFICE CONTROL ADJACENT
C RN. ROOM s? ?? o a
Z
2 PORKER TO RANG
e SPILL GTE /i SPILL GTE /2
e
GTS W ? ? o
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Sig a'
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CONTROL PANEL
W
RADIO
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ETHERNET GT3
- - - TO MW CO KITER Sheet
Number.
7
A B C D R' r ?
6
U
51

1

Se WEE EMERGENCY
SPRIMAY EL - 9"

NOTE.
GTE ACTUATORS REQUIRE THREE MUM POWER SUPPLY. OTTER ELECTRICAL Alp SCADA
EQIRAENIS REQUME SME PHASE POKER SUPPLY.
RTU. CAMERA, GTE NHCATORS AND CAMERA RECENER SHALL BE MWED 2FT ABOVE
100 YEAR FLOOR ELEVATION (10LOFT).
RAO6 AND ANTENNA POLES SHALL BE PROVIDED BT GENERAL CONTRACTOR.
G

MOM,
1. ANTENNA SHALL BE PROYOED AS CLOSE AS POSSIBLE TD THE CONTROL EOON N BURDNO 25L
LOTAL PLACEIEIR a EpRP1ENIT TO BE FR1AlRED BETRFENI FIE OEPANMIDT PERSONEL,
CES PERSOLREC, AND TIE COLIIRACIOR AT 11E SRE OLMRIC C016tMNCTR]N
F

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1. LACE CABgNS NW
2 MANA<ACNRES RISIRIICIIOMS
1

I8' RP RAP t CRASS AM STAIIIff ALL
OISIIIIrED AREAL
l CONFRACICR SHALL TAKE
L MEASURES NOCESSART TO
HRr WITH NORTH
ROINA EROSION AID

smRlnrtATNIN
TIHp1ATESElI15
4
sIREA
HH BOTTOM
RIP RAP AND GABION WALL
HIS
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EROSION CONTROL MATS r
LORESS OTHEARNE e ASPHALT PAVING
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SECTION VIEW
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m m Number.
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PS
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PROPOSED TOP
EL - 100.00'
1
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EROSION CONTROL
CO STRUCTNIN
4 1
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DAYS
DAYS ALLOCATED I
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Number:
3
u

APPENDIX D
0
0
Final EA for Spill Gate Construction
North Carolina
Department of Administration
Michael F. FAs*, t3oreaM G"YMT Swinroay. S by
Sef1mtW 10, 2003
W. Chadias Rii *wh
Pope AFB .
c/o Ga Mariana, h
43 CESAMV
560 b1atceptor Reed
I 'Fops AFB, NC 28308 .
JI,
Dcar Mr. Rimbsch:
Re: SCH Fits # 04-&0000-oo3a, Faviro==W ??aseaeautivFlnain8 of rye s;paficeut rm4MC4
Proposed action is to demolisb and meankmat three existing spin god' and consmud OEM MW
*U ptc at n !ice locadon on Pope AFB.
The above rabreaced OwAronmeaW impact in n bas been sabnmined to the Soma Clewh boase
under the pmvWOns of Up Na0oa34ftviraomamod Part Act AcOaft 00.S.113A 1U„ wba •
state age my is rec?ruired to prepare m envlronpamrtal d0otyrgtuR tmda? tits prtw fiiom of f1 e4tNt iarw, the
eau ral &=me* moat the ptonde m of dw slime Uvk9mttao d PWby Acx Atbehsd to this
letter for.your Qoft* ration are the commat made by qpuda in the course of dhie review.
If any tiardrar aoorvlt+emzgeaUal soviovv dacueneooitY ors prepared for this project, t?aey ab?ould be forwarded to
this office for irltesSnwrroaie.ubal levilew.
Should you have any queWoms. please do not hasime to coll.
Si>aosrexly,
W C *$ Ramat
Ewha mmW Policy AdtC.omdbaaetU
Attschmeuts
co: Region M
wl?Mwr? r r..eune,t?
1301 MIN $Woo CIMM A 1 116 WMt7pw SOeNt
Croiw
R"Sk NC 196994301 X 91.0 Raw"""
,v,s?wrOpo?+wy?gbwutir raw
6.0 List of Agencies and Persons Consulted and/or Provided Copies 6-7
Final EA for Spill Gate Construction
f NORTH CAILOLnM STATE CL7lA=QR0V '
IN Ma0v2pandarm I
SMU NM6iSt: 04-S-0000-0030 Fos
DAB U=ZV$D: 09/29/2003
AOENCr US : 06/25/2003
MS MOM bICAP.t 7(151= CWBftl 06/29/2003
CLZUINSRWBZ, COO"
DENR 1,96ISLATl'Y6 AFFAIRS 4
ARCRDAZX AUG MSC i 1601 ry?
RALSIM NC
RBviEN DISTRIBUTION
CCiP9 0=1 "it
DENA LEOISIATM AFFAIRS
DEPT OF AWCCJWUM _
DEPT or CUL RESOMSS _
DEPT OIL TRANSPORT'AT'ION
MID CAROLINA Coo
PROJECT INFORMATION
APPLICANT! Pope APs
TYPE: National Environmental Policy AOt
EROt Environmental Assessment/Pindinq of No Significant Inpaat•
098C: Pxoposed action is to demolish and reconstruct three existinq spill gates and
construct one, now spill gate at a fourth location on Pope AFB. '
The attached project has boon submitted to the N. C. state Cleaainghouse for
intergovernmental review. Please review and submit your responbe by the above
indicated date to 1302 Mail Service Center, Raleigh NC 27699-1307.
If additional review time is needed, please Contact this oftlce "at [phone].
AS A USULT OF THIS R$VIiW THE POLLONINS IS SUBMITTED:
NO COMMENT
CCMME 3 ATTACHED
SIGNED SY;
i
DATE:
6-8 6.0 List of Agencies and Persons Consulted and/or Provided Copies
Final EA for Spill Gate Construction
r

C
NOR?a C•?N7k ST1?'Y? CL?E71ASlt4gOtt$??
D?li?' S 71D0I8''r'.:,
"t . >«t • <? K . , a!X'!? r 11?*>1-dOb0-t14?0 Pt13
AtiC? r 07J20/1004
DBTT . OF ?Uisj" Xtz"
Cara wriVk
anoscc?t r??ruatzoa
rxt?;art. pope ??FS ,
TYPSr 080460 t1tirMWOOtsl FOXICy kt
SRD: dnvilomont;l Assessment /Finding of On gignilic4at:'r*oo
VtaCi, fd'tCtXaa is to ctmoli.ia sod"reaonstswac `tAigs suf` it+? s?ii gats's 64
c4astsraot on* now spill guts *t it fourth, loastioa on POO 1t4,,
The attaet*d V9o3oa% hau b"A sW=& nsac to t1 .0, 0. 9ttsto Qloa ingb"so ter
intolt tt{rX rofto*l vlossa vso¢ 4 _aind? Oak t yam„ iti'sp¢tuls of. sba+ri
ind ;Oud `da 1:0 I ilii4r oir< +1 ;" r Mt: 9?'lb ? T?
It aiw tivnanl rsviot tiLao t* nso460„ iao" aura of .tlrstr 41?L'i i sk k9u19Q -2145,
.?rr+lr??+ Ir ul 1.w+ fir. p?Mr VM Ii r?rr.r.r?w}jww ,. 1 • h??}
A!1 X: NOW Qt, "W KNOW Ya ta?" 10 sp pi t
AT?MtS?'p; - ? •?
SIGNr.D SYM
DAT4 46
1
AUG 04 2005

6.0 List of Agencies and Persons Consulted and/or Provided Copies 6.9
Final EA for Spill Gate Construction
Stow of North CamUna ?g/,??y? ~ - z /
plpartmant of Environment and Natural Rescurm ?tolot wwnbw. j 3CC Cu. o.t.? r .c.
WrEMGOVERNMENTAL REVIEW= PRO)JKr COMMENTS
MtOWAM 01,0M , rehftb?frtd"af+fngJ, pKthta ltp4mkp?r?dAnr i?t rttNdab?eaninaktord+?rfafh?pro
m wMtNt t6=U G?tati waM}q s "nntdrtt?aud?b ?btMM ealodlatnd?e+aaantl?anw?n.ota0storrn..
Aa ir?natNlrt,a,e 9uiddM+?td.tiw m tngR ptM?, ana a K• t? s?trwt R.dNorul kxna?
}?qpn • 96" APAXATM PRC4Ep IS & MMOSOM
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4
4
6-10 &0 List of Agencies and Persons Consulted and/or Provided Copies
•
APPENDIX E
0
0

APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
ku any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
0

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Pone Air Force Base Attn: Alberto Marquez
Mailing Address: 43 Civil Engineering Sauadron/CEOE
560 Interceptor Road
Pope AFB NC 28208
Telephone Number: 910-394-4073 Fax Number: 910-394-2379
E-mail Address: alberto.marauezApope.af.mil
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Ms. Shruti Shah
Company Affiliation: Black & Veatch Special Projects Corp
Mailing Address: 1145 Sanctuary PKWY Suite 475
Alpharetta GA 30004
Telephone Number: 770-521-8107 Fax Number: 770-751-8322
Page 5 of 12
• E-mail Address: shahshgbv.com
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Pope AFB Willow Creek Emergency Spill Gate
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
• 4. Location
County: Cumberland Nearest Town: Spring Lake
Subdivision Name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Intersection of State Rt. 87 and
Manchester Rd. in the City of Spring Lake West Manchester Rd to Pope AFB gate take
Reilly Rd, to Virgin St., turn right on Virgin St take first left into dormitory parking, site is
adjacent to parking lot.
5. Site coordinates, if available (UTM or Lat/Long): N517928, E1999929
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 2,130 acres (which includes the entire Pope AFB)
7. Nearest body of water (stream/river/sound/ocean/lake): Willow Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing conditions at the site are Military Residential area,
• surrounding vicinity is used as a Military Air Field
Page 6of12
• 10. Describe the overall project in detail, including the type of equipment to be used:
Overall project involves building a spill control gate The proiect will include building a
headwall on both ends of the existing culverts on Willow Creek installation of a rip-rap
apron on the upstream and downstream side of the culverts installation of a sliding_ gate and
associated electrical and mechanical equipment to operate the gates raising the sidewalk that
crosses over Willow Creek to an elevation of 100.00 ft (app Raised 3 ft restoration to this
pathway, erosion control and site stabilization Equipment used on the project will include a
small backhoe, dump truck, and an earth compactor.
11. Explain the purpose of the proposed work: Proiect purpose is to construct an emergency
spill gate to contain emergency releases of petroleum products from upstream sources These
releases are then cleaned up in order to prevent contamination from migrating downstream to
Tank Creek.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A jurisdictional determination has not been conducted by the USACE Wilmington District
Black & Veatch personnel (Shruti Shah) would like to schedule a verification to the wetland
delineation project limits at the earliest convenience to the USACE Wilmington District
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
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mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed project will impact a
total of 0.054 acre of forested wetlands and 18.8 cubic yards (16 linear ft) of Willow Creek
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) es/no) (linear feet)
1 & 4 Manual 0.0196
(See Figure 3) Clearing (total) no 40 Forested
2, 3, & 5
(See Figure 3) Fill 0.033
(total) no 40 Forested
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.p-ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: has not been
determined at this time.
Total area of wetland impact proposed: 0.054 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Type of Length of Average Width Perennial or
Site Number Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma (linear feet Before Impact leasespecify)
16
6
(See Figure 3) Excavation &
rip-rap
(18.8 cubic
Willow Creek
15
Perennial
yards of
excavation)
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us s.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 16
• 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 12
•
Open Water Impact
Site Number
(indicate on ma)
Type of Impact„ Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

List eacn impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation: N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
9 VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The initial design raised the golf car path to an elevation of 102.00 ft. with 4:1 side slopes.
However, the current project design will lower the top elevation to 100.0 and construct 3.1 side
slopes which will reduce the total amount of impact to the wetlands.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
Page 9 of 12
• but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
0
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
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Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
• Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s uare feet
Multiplier
Required
Mitigation
1 3
2 1.5
Total
Lone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
N/A
is
Page 11 of 12

• XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total impervious area of the project is 0.041 acre, while the total area of project is 0.248 acre
(total impervious area 16.7%). The impervious area consists of the golf cart path which will be
restored to original conditions. No net change to the impervious area will occur as a result of
this project. Storm water controls will include silt fences, rip-rap and permanent grassing on all
exposed soil.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
0 Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
gent's Signature Date
is valid only if an authorization letter from the applicant is provided.)
0
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,01/08(2004 THU 15:10 FAX [phone]RD CONTRACTING X1002
11
AGENT AUTHORIZATION LETTER
Applicant NamelAddress/Phone: Pope Air Forcd Base
Attu: Brian Diggins
43 CBS/CEDE
560 Interceptor Road
Pope AFB, NC 28208
[phone]
Agent Name/Address/Phone: Black & Veatch Special Projects Corp.
Attn: Shruti Shah
1145 Sanctuary PKWY, Suite 475
Alphmvtta, GA 30004
[phone]
STATEMENT OF AUTHORIZATION
Z hamby authorize, Black & Veatch Special Project Corp., Attn: Shrnti Shah, to act in
. my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental inf=ation in support of this permit application
Applicant's Eftnaturc Date