SW8040836_Historical File_20120313

4
WNW
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director
Secretary
March 13, 2012
Julie Wilsey, Deputy Director, Wilmington International Airport
New Hanover County Airport Authority
1740 Airport Boulevard, Suite 12
Wilmington, NC 28405
Subject: Approved Plan Revision
Taxiways Pave shoulders and Tapers
Stormwater Project No. SW8 040836
New Hanover County
Dear Mrs. Wilsey:
On March 7, 2012, the Wilmington Regional Office received a complete plan revision for
Stormwater Management Permit Number SW8 040836. The revisions include the
addition of baved shoulders and tapers on taxiways B, C, J, and G. These additions
result in a net increase of 7.74 acres of built -upon -area (BUA). The increased BUA
reduces the allowable future BUA from 225.6 acres to 218.71 acres. It has been
determined that a formal permit modification is not required for the proposed changes.
We are forwarding you an approved copy of the revised plans for your files. Please
replace the old approved plan set with the new enclosed plan Set.
Please be aware that all terms and conditions of the permit issued on November 24,
2004, remain in full force and effect. Please also understand that the approval of this
revision to the approved plans for the subject State Stormwater Permit is done on a
case -by -case basis. Any other changes to this project must be submitted to and
approved through the Division of Water Quality prior to construction. The issuance of
this plan revision does not preclude the permittee from complying with all other
applicable statutes, rules, regulations or ordinances which may have jurisdiction over
the proposed activity, and obtaining a permit or approval prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at
[phone].
Sincerely,
Gh�►. � �►.csr.,
Chris Baker
Environmental Engineer II
GDS,csb: S:1WQS1StormwateAPertiiits & Projects120121040836 HDi2012 03 permit_pr 040836
cc: Amy McLane, P. E., Talbert & Bright Engineering & Planning Consultants
New Hanover County Building Inspections
Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748 NOrthCarolina
Internet: wuvw.ncwaterquality.org � 1���r����
An Equal Opportunity 1 Affirmative Action Employer !//�/ L

I Date Received
Fee Paid (express only)
Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This f orm may be photocopied for use as an original
I. GENERAL INFORMATION
1. Stormwater Management Permit Number. SW8 040836
2. Project Name: Taxiways B, C, I, and G Paved Shoulders Tapers and Taxiway Lights and Airfield Lighting &
Vault Modifications
3. Permit Holder's name (specify the name of the corporation, individual, etc.):
New Hanover County Airport Authority
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Julie Wilsey, Deputy Director, Wilmington International Airport
5. Mailing Address for person listed in item 2 above:
1740 Airport Blvd. Suite 12
City: Wilmington State:NC Zip:28405
Phone: (910 ) 341-4333 X 1002
Email:[e-mail]
II. PLAN REVISION INFORMATION
Fax: (910 ) 341-4365
1. Summarize the plan revision proposed (attach additional pages if needed):
Construction of 20' paved shoulders and taper widening on Taxiway B C 11 and G at Wilmington
International Airport and removal of temporary concrete batch plant This project will add 7.74 acres of
impervious area and remove 0.85 acres of impervious area
III. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the DWQ Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original F31 copy of the Plan Revision Application Form riff �(I�u,' �/t// Is
• Two (2) copies of revised plans (must be revisions of original approved plan sheet(s))
If applying for Express review (only available in 20 coastal counties):
• Application fee of $500.00 (made payable to NCDENR)
VI. APPLICANT'S CERTIFICATION - '�'n,,' V JCs,t.J
JAN 2012
Plan Revision Form Rev 13Ju1S2010 Page 1 of 2 BY

I, (print or type name of person listed in General Information, item 3) .Julie Wilsey
cer,* that I have authorized these plan revisions and that the information included on this plan revision
application isM fly best�of,my knowledge, correct and complete.
Signature:
Date:// lZ Ao-
-C.1. V G�J
JAN 2 0 2012
BY:
Plan Revision Form Rev 13July2010 Page 2 of 2

TALBERT & BRIGHT, INC.
ENGINEERING & PLANNING CONSULTANTS
LETTER OF TRANSMITTAL
To: NCDENR — Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU:
® Attached
❑
❑ Shop Drawings
❑ Prints
❑
❑ Copy of Letter
❑ Change Order
❑
Date: 3{6►2012 Pro'. No. 3301-1004
Attention: Chris Baker
Re: Wilmington International Airport
Taxiway B,C,J, & G Paved Shoulders, Tapers, and
Taxiway Lights
Stormwater Permit Application — SW8 040836 (A)
Revision
Under Separate Cover via
Plans
Other
the following items:
❑ Specifications
I ITEM I DATE I NO. I DESCRIPTION 11
1 1 Full Size Plan Set
1 1 1 Full Size Overall Proiect Map for Storm Water Permit Revision
THESE ARE TRANSMITTED, as checked below:
®
For Approval
❑
❑
For your Use
❑
❑
For Review and Comment
❑
®
As Requested
❑
❑
FOR BIDS DUE ON
No Exception taken ❑ Resubmit Copies for Approval
Make Corrections Noted ❑ Submit Copies for Distribution
Amend and Resubmit ❑ Return Corrected Prints
Rejected — See Remarks ❑ Prints Returned After Loan to Us
❑ Other
REMARKS Attached is a full size plan set and overall project map for the above referenced project.
The overall project map shows the overall locations of the impervious surfaces.
The G sheets within the plan set show the proposed impervious surfaces at greater detail.
Tk,2 nire i
COPY TO Julie Wilsey SIGNED Amy McLane, PE
ENGINEERING & PLANNING CONSULTANTS
4810 Shelley Drive Wilmington, NC 28405 910.763.5350 FAX [phone]
Charlotte, North Carolina - Wilmington, North Carolina - Richmond, Virginia

TALBERT & BRIGHT, INC.
ENGINEERING & PLANNING CONSULTANTS
LETTER OF TRANSMITTAL
To: NCDENR — Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU:
® Attached
❑
❑ Shop Drawings
❑ Prints
❑
❑ Copy of Letter
❑ Change Order
❑
Date: 3/1 /2012 Proi. NO, 3301-1004
Attention: Chris Baker
Re: Wilmington International Airport
Taxiway B,C,J, & G Paved Shoulders, Tapers, and
Taxiway Lights
Stormwater Permit Application — SW8 040836 (A)
Revision
Under Separate Cover via
Plans
Other
the following items:
❑ Specifications
ITEM
DATE
NO.
DESCRIPTION
1
Full Size Plan Set
1
Full Size Overall Project Map for Storm Water Permit Revision
THESE ARE TRANSMITTED, as checked below:
®
For Approval
❑
❑
For your Use
❑
❑
For Review and Comment
❑
❑
As Requested
❑
❑
FOR BIDS DUE ON
No Exception taken
Make Corrections Noted
Amend and Resubmit
Rejected — See Remarks
❑ Resubmit Copies for Approval
❑ Submit Copies for Distribution
❑ Return Corrected Prints
❑ Prints Returned After Loan to Us
❑ Other
REMARKS Attached is a full size plan set and overall project map for the above referenced project.
The overall project map shows the overall locations of the impervious surfaces.
The G sheets within the plan set show the proposed impervious surfaces at greater detail.
ft
COPY TO Julie Wilsey SIGNED Amy McLane, PE
ENGINEERING & PLANNING CONSULTANTS
4810 Shelley Drive Wilmington, NC 28405 910.763.5350 FAX [phone]
Charlotte, North Carolina • Wilmington, North Carolina • Richmond, Virginia

7
AftGonw
A
FCDET�IR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
February 14, 2012
Julie Wilsey, Deputy Director, Wilmington International Airport
New Hanover Airport Authority
1740 Airport Blvd., Suite 12
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 040836
Taxiways and Vault Modifications
New Hanover County
Dear Mrs. Wilsey:
-Dee Freeman
Secretary
The Wilmington Regional Office received a Stormwater Management Permit Application for Taxiways
and Vault Modifications on January 20, 2012. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the stormwater
review:
Please provide a full sizes (24" x 36") plan set showing the proposed plan revisions for this project.
Be sure to dimension the increased/decreased impervious surfaces. Also be sure to provide any
plan sheets in which the current revisions would be shown. An example would be additional plan
sheets scaled up to show greater detail than the overall site plan.
Please note that this request for additional information is in response to a partial, preliminary review. The
requested information should be received by this Office prior to March 14, 2012, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time
extension to the Division at the addres&and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90 days
from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that
need to be revised have been sent to the engineer or agent. All original documents must be returned or
new originals must be provided. Copies are not acceptable. If you have any questions concerning this
matter please feel free to call me at [phone] or email me at [e-mail].
Sincerely,
Gh, & �> a�
Chris Baker
Environmental Engineer II
GDS/csb: S:\WQS\Storrnwater\Permits & Projects\2012\040836 HD\2012 02 permit 040836
Amy B. McLane, P. E., Talbert & Bright, Inc.
Wilmington Regional Office
Stormwater File
1fice
\sion, Wilmington, North Carolina 28405 One
M: 910-350-2004 \ Customer Service:1-877-623-6748 Nofffi fC�afrrAyolina
rquality.org
f1A�irmativeAction Employer Nato d

Completeness Review Checklist
Project Name: °jJalQ.RSfL1 Received Date:
Project Location: N%k Ouawl-4 Accepted Date: "u
Paperwork Emailed Engineer on:
MSupplement(s) (1 original per BMP) BMP Type(s): A l �(q(�•L
MO&M with correct/original signatures (1 original per BMP except L5/VF5 and swales)
®Application with correct/original signatures
Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer:
®$505 (within 6mo) , 7 -149-(q 17 gla-)lot (Irjkvn I1UIS«yJ
®Soils Report with SHWT
®Calculations (signed/sealed)
®No obvious errors
Density includes common areas, etc
Deed Restrictions, if subdivided:
& Notarized
LJUorrect template (Comm/Res & HD/LD) or Dec Covenants & Rest
Plans
712 Sets ®Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading ®Wetlands: Delineated or No Wetlands
Vicinity Map ❑Layout (proposed BUA dimensions)
Legend 0DA Maps Project Boundaries
Infiltration Wet Pond Offsite
Soils Report ❑Soils Report �PE Cert for Master Lot #:
SHWT: SHWT: Deed Rest for Master ®Lot # Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted 912ah% Proposed: Proposed: Proposed:
BUA (so
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

TALBERT & BRIGHT, INC.
ENGINEERING & PLANNING CONSULTANTS
LETTER OF TRANSMITTAL
To: NCDENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Date: 1/19/2012 Pro'. No. 3301-1004
Attention: Kelly Johnson
Re: Wilmington International Airport
axiway c,C,J, & G Paved Shoulders, Tapers, and
Taxiway Lights
Stormwater Permit Application — SW8 040836 (A)
Revision
WE ARE SENDING YOU:
®
Attached
❑
Under Separate Cover via
❑ Shop Drawings
❑
Prints
❑
Plans
❑ Copy of Letter
❑
Change Order
❑
Other
ITEM DATE NO. DESCRIPTION
2 Stormwater Management Permit Revision Application Form
THESE ARE TRANSMITTED, as checked below:
®
For Approval
❑
❑
For your Use
❑
❑
For Review and Comment
❑
❑
As Requested
❑
❑
FOR BIDS DUE ON
_ the following items:
❑ Specifications
No Exception taken
❑
Resubmit Copies for Approval
Make Corrections Noted
❑
Submit Copies for Distribution
Amend and Resubmit
❑
Return Corrected Prints
Rejected — See Remarks
❑
Prints Returned After Loan to Us
❑
Other
REMARKS Kelly — attached is the permit revision application for the above -referenced project.
Please let me know if you have any questions or need additional information.
Thanks!
COPY TO Julie Wilsey SIGNED Amy McLane, PE
ENGINEERING & PLANNING CONSULTANTS
4810 Shelley Drive Wilmington, NC 28405 910.763.5350 FAX [phone]
Charlotte, North Carolina - Wilmington, North Carolina - Richmond, Virginia

Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday, January 10, 2012 8:21 AM
To: '[e-mail]'
Subject: Wimington Airport Stormwater, SW8 040836
Amy,
I received your package. I do not see either the Plan Revision application (I think that this is intended to be a plan
revision?). ran you send that over? Also, there is a lot of data here, and I haven't gone through it all. But, the most
recent plan revision showed the following.
August 22, 2011 Plan Revision — Rehabilitate Taxiways A, D, F, and H
Net Additional 0
Net Reduction (-)0.31
Remaining for Future 210.81
I am just looking for the bottom line on what the proposal is. What are the "new" numbers to go in the next revision? It
looks like you are removing 0.85ac and adding 7.741ac. Such that you are proposing:
Net Additional: 7.741
Net Reduction: 0.85
Remaining for
Future: 203.919
is that correct?
Thanks,
KJ
*** My email has changed to kellv.o.iohnsonc®ncdenr.eov
KtLLIWokV1SOVk,
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
1

TALBERT & BRIGHT, INC.
ENGINEERING & PLANNING CONSULTANTS
LETTER OF TRANSMITTAL
To: NCDENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU: ® Attached ❑
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change Order ❑
Date: 1/6/2012 Proi. No. 3301-1004
Attention: Linda Lewis
Re: Wilmington International Airport
Taxiway S,C,J, & G Paved Shoulders, Tapers, and
Taxiway Lights
Stormwater Permit Application — SW8 040836 (A)
Modification
Under Separate Cover via the following items:
Plans ❑ Specifications
Other
ITEM
DATE
NO.
DESCRIPTION
2
Plan Sheet SW-1 showing existing and proposed pavement
2
Narrative including detail plans
1
Table showing change in impervious surface
1
Permit Summary Table
dBy:.
THESE ARE TRANSMITTED, as checked below:
®
For Approval
❑
❑
For your Use
❑
❑
For Review and Comment
❑
❑
As Requested
❑
❑
FOR BIDS DUE ON
No Exception taken
Make Corrections Noted
Amend and Resubmit
Rejected — See Remarks
❑ Resubmit Copies for Approval
❑ Submit Copies for Distribution
❑ Return Corrected Prints
❑ Prints Returned After Loan to Us
❑ Other
REMARKS Linda — the airport recently received a grant for the work shown in this permit application. We
anticipate that the work will start in the summer of 2012
The permit application also includes an impervious surface 'credit' for removal of the temporary
concrete batch plant associated with the completed GA Apron rehabilitation project
Sediment and erosion control permit application has been sent under separate cover to
Carol Miller.
Please let me know if you have any questions or need additional information
COPY TO Julie Wilsey SIGNED Amy McLane, PE
ENGINEERING & PLANNING CONSULTANTS
4810 Shelley Drive Wilmington, NC 28405 910.763.5350 FAX [phone]
Charlotte, North Carolina. 0 Wilmington, North Carolina • Richmond, Virginia

a) O
N Q
Q
D
w
� rn
U N
N a
OCR
M
00
V CO
M
N
00
O
;4l
o U
O
M N
O
7
J +
O
Ca E N
c
Z
N
tea)-
'- a) O
U IL
a 0
C
O p 0 L~
EL cc C_
a 0
O =i a O
Q O
w N
r '_
C '+'U
vi
S N
l0 m L 0
� a fA
O t
i
�
a y
L 0
@ n
0
aYEi
cZ
3 E
as
20 d
cc
C O O
E>
0 0
>0'S
o O c
m a)
m rn rn
Z
U_ m �
SEE
CD a)
z3
in N
ao'w Cl)
JAN 0 9 2012
ss
�
L
CD
o
>�
co
w
N
0
�-
r
o
oaQaoaooaoaao
mm
m
m
U
Z
Z
Z
J
Z
W
W
Z
W
Z
Z
W
a
Z
a
Z
a
Z
a
Z
L
3
=
o
J
O
CD
L
L
t
L
L
J
o
J
Z
2
Z
2
2
Z
2
J
J
m
J
Z
J
J
J
J
a)
>
O
O
O
O
O
O�
00
T
T
C A
CO
W
CO
CO
OLL
T
O
r
O
r
O
r
O)
T
O
T
O
r
CA
Cn
00
M
0
0
0
tO
O
C4
Cfl
CO
C4
Co
r
00
00
(3
(3
Cn
LO
l()
lC)
LO
LL)
Ln
LL)
CCI
• �
7
r
M
CO
LO
LO
LnP
aU
0
O
O
O
O
OD
N
O
LO
O
O
N
O
O
O
O
O
O
LC)
f�
CO
I�
+-
O
T
LO
Cp
CA
T
O
Ln
N
'
r
T
N
N
m
�
a
y
N>
U
(O(OCO(AOItC)0)
O
O00OMLOLnO
V)
V
N0
�
Ln
N
Ln
N
m
T
T
h
(0
O
O
CO
a
0NNNNlvcd
mmmCOm000O1�ntim
C
mw0v
0
co
0
co
LO
00
IT
co
co
co
T
rn
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
E
Q`U
C
O
�p
0
000'MOgtnOCOOOr
0
00
CD
n
N
O
CV)
(0
00
OD
LO
0p
O
r
r
N
L<)
00
CO
(V
OOOr.O.r
c}
LC)
O
O
9
9
Y
mQ
w
Co
=
(� E2
N
O
_
—
O
J
CY,d
C
r
J
O
C
C
a)
C O Ca
�~
C
a
T
LJ
LQ
a
C
YmFO
i 03m
aQ
2
LL
i
.0 a.
C>
7 N ccca
Ca
��
w
m
0
CL
�
C
J
NL
UO
W
a�
U J
L C
N��„ OI
V m O
C
uJ
W
C
C
It
a
a
m m
C
— 'p
Ln
a O
of m
C
m O
cwO
O
w
O
EN
lON
:�()
O
O.a?di
Q)�M
N
y,=
0+0. N
L
]+(nOJa
o
a)
EQS�Q�
c—
m
c�
0Y
E
Q�—
< ��
ca�Q
ca
D0cL
@.0
to
n� o
c C)
m )w��
OR a) a
��`ma
�a._a5
a�2ao�xLnO�rm0¢oa�n3mcta�
d
cn(L0FLW0<WHW(L000W
NM2NF-W00W►-a
mQwo
V
O
V
O
a
v
O
LO
O
O
CO
O
CO
O
CO
O
CO
O
1h
O
m
O
m
O
CA
O
O
T
r
r
T
r
r
T
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
O
N
a)
CY
N
V
N
LnOtoNhf�00r00[r
T
M
r
r
N
r
M
T
r
O)
r
M
N
W
C�
Q
r
a)
N
0
r`-�Oc�C�Oa�O��L_C
T
r
T
r
F-LO
T
O
T
M
I
I
I
EI
I!
I
I
o
�I
a
a
I
Q22
oolol
a
g
a
a
a
a
CD
.2
0
CO
C+M
OOOO
(()
T
t0
N
M
O
f-
IT
T
O
wM
O
N
LC)
N
v
0
T
OwOw
O
M
M
T
0
T
co
co
w
1-
�
(4
M
Co
Co
M
00
CO
m
CO
C f)
C
O
Z
O
O
O
r
0
0
0
0
0
0
0
0
O
O
O
O
00
O
00
O
a)
v
v
v
W
LO
In
CO
O
O
8
(0
O
Iq
O
LO
O
7
O
Op=OOOMOOOOO
E
coo
co
00wwwwmwmm
m
aD
co
m
a
�aco00c�CO
ncoCD
cnciccn
co

Wilmington International Airport
Taxiways 'B', 'C', T and'G' Paved Shoulders, Tapers and LED Lights and Airfield Lighting & Vault Modifications
Impervious Surface
Removed
New
S.F.
ACRES
S.F.
ACRES
Pavement Tapers & Fillets
--
--
23,949
0.550
Paved Shoulders
--
--
313,257
7.191
Remove Batch Plant
37,026
0,85
TOTAL
37,026
0.95
337,206
7.741

�o
Y R019
0v \
a
O o C
/ AERO
' NORTH /
Ql \ U.!L
CUSTOMS
RAMP /
O FBD /
NR F M I /,
/ J3 ILDING GENERAL
AVIATION
A• 11 RAMP
w o \\
eo
0
a
€ e -
e o
7 --• o OB
1
ry'3a I� • . � 4 TERMINAL BURRING r e I/� / \
AIR CARRIER n / O \ O� 0
/ 4 RAMP 1
rn
-
/ T1VY 'B• TWY B
\ / / 7WY B 1YtY
5 PROPOSED TAPER
J I OR FI (TYP-) BIB PROPOSED PAVED _
— — R — — SHOULDERS (TYP.) �,
`% RUNWAY B-24=-;l
�) ♦ I 0 3.
1 L
1 r
� • �^ • • ExlsnNc �+
♦ : ` FENCE (TYP.) r I
\\1
• �<
\ EXISTING
SMITH CREEK CATWALK
FOR
AIRPORT PROPERTY RUNWAY
35 MALSR
LINE (APPROXIMATE)
O
EXISTING 16•
GRAVE
PERIMETER ROAD
i
❑❑ 0 Mg0 a ❑ ❑Q❑
a o
° g
O p o0 0
500 250 0 500 1000 1500
SCALE IN FEET
1'= 500'
LEGEND
AIRPORT PROPERTY LINE
NEW PAVEMENT TAPERS
do FILLETS = 0.55 AC
NEW PAVED SHOULDERS
= 7.19 AC
REMOVE BATCH >t.:1Pl i
= 0.85 AC
TOTAL IMPERVIOUS = 6.89 AC
V,
a
Z
SW PERMIT REVISION SW8 040836(A)
a
In
o
�
z
w
0 V7
z Z
Oa0
a¢ crz
Z U —
H
J ¢ 02
O= < -, 0�
I--F- 0 � LL-
<. _ Z:<
z 0 _ ¢ > Ct 2
wz N AdQ�
� LLJ
Z WC7 0-
O V
U
Is c F w
5- En 0 9
QD m�
e
\ °
�00 D_
X J
-i
N0Ld
LL—
2Q�
D o oo�
V1a
M CET i T M •� '�
RECEIVED
JAN 0 9 2012
1
BV:
Date
DUNE 2011
Dann
LTC
Checked
ABM
Project No.
3301-1004
sh..t N.
SW-1

lo
ROpO
v /
00 �
�•°�a r � � � _lam ,
— ' ILM
HERO
NORTH /
/Cl\ U.-
_� °RAS NPg / y
ca
® o
�o a
� O
D P
r O ACORNS
6
I 0
"�7 0
I
�0 0
/`0
• o
o a
a
es
"1� I lERA9NA BUILDING ♦ 'e
AIR CARRIER y,, / / Q `0® +• — m ----- _
RAMP 'rY, / • `� ___ _ _- ... _____.v_... _.._... -
C PROPOSED TAIr ivy=
OR FILLET (TYr.) B/ PROPOSED PAVED '
SHOULDERS (TYP.) d
WIN
r w
J\ I B a..
q /
EXISTING �x 2
FENCE (TYP.)
♦ K\ i
o O
41
1 °
K 1 �
EXISTING 16'
GRAVEL
PERIMETER ROAD
O
n
. '
EXISTING
SMITH CREEK CATWALK '; i•. j'
FOR ♦ F
AIRPORT PROPERTY RUNWAY r"''9�x ♦ \V+�
35 MALSR
LINE (APPROXIMATE)
/// ♦ O r p
oQo o ° 0� 13
o ao �°a
B
5DO 250 D 50D 1DOD 1500
SCALE IN FEET
1"= 500'
LEGEND
- AIRPORT PROPERTY LINE
NEW PAVEMENT TAPERS
do FILLETS = 0.55 AC
NEW PAVED SHOULDERS
Fyn = 7,19 AC
REMOVE 3dTCB-0 PLANT 85 AC
TOTAL IMPERVIOUS = 6.89 AC
SW PERMIT REVISION SW8 040836(A)
-
� r
x �
\ I 9
o
G o oc
e p SOIL
a rF
• C'Itia ,Q vo oc
JAN 0 9 2012
z
6 5;
c �
O N
Z Z
0<0
Q
w z ° 0- 00
p C7 = 0 I-- N
�Q o2 V5
oU Z-i
QO�
hF 0� LLB
z Q>
wZ -tn Qffi
�o dui �a
z .'O-Z 1—
U' m ~ = L1.1 Ii 7
71 a
of
�a�
00
X J J
F¢- = L�
OCC
V)a
JI1NE 201 i
Scale
1'=500'
Dram
LTC
Chocked
ABM
ProJKc! No
3301-10D4
Sheet No.
Sw

Permit Application
Sedimentation and Erosion Control and
Stormwater Management (Revision)
For
Taxiways B, C, J and G Paved Shoulders, Tapers and
Taxiway Lights and Airfield Lighting & Vault
Modifications
Wilmington International Airport
Wilmington, NC
Prepared For:
New Hanover County Airport Authority
Talbert & Brieht. Inc.
Engineering & Planning Consultants
Wilmington, NC
3301-1004
December 2011

Table of Contents
Sedimentation and Erosion Control And Stormwater Management
Permit Application
Wilmington International Airport
Wilmington, North Carolina
Taxiway `B' & `C' Paved Shoulders, Tapers, and Taxiway Lights, &
Airfield Lighting & Vault Modifications
Project Description
Land Disturbance
Drainage
Soils
Erosion Control Measures
Maintenmce of Frosion
Control Measures
Sequence of Construction
Appendix
Erosion and Sediment
Control Specifications
Selected Half Size
Construction Plans
USGS Map
Subsurface Exploration
Soils Map
Pages
�1
1-2
2-3
3
3
3-4
4-6
Section
n
C
0
E

Wilmington International Airport
Wilmington, North Carolina
Taxiways 'B', ', '-' C'and 'v' Paved Shoulders, 'Papers and T axiway Lights
and Airfield Lighting & Vault Modifications
Proiect Description
This project consists of constructing 20' paved shoulders on Taxiways B, C, J, and G at
the Wilmington International Airport, Wilmington, North Carolina. Currently, the
shoulders of Taxiway B, C, J, and G are not paved as recommended by FAA's Airport
Design A/C to reduce the possibility of jet blast erosion for taxiways that accommodate
Group III aircraft. For those taxiway sections wider than the 60' required for Group III
critical aircraft (Taxiways B South, B North, and G), the existing taxiway pavement will
be used to provide paved shoulders by re -marking the taxiway edge location. In addition,
taper widening will be constructed in six locations. The existing fillets/lead-ins (tapers)
at several intersections along Taxiway B and C do not meet FAA standards for Group III
aircraft. Group IV and V aircraft, while not the critical aircraft, do occasionally use the
airport or are future users and require taper widening along Taxiway B. Taxiway shoulder
pavement will include construction of 34,809 SY of new bituminous pavement. The taper
widening will consist of 2,661 SY of new bituminous pavement.
The project will include replacing all existing taxiway lights within project areas with
new lights, and replacing airfield lighting regulators and panels (as an add alternate).
This project will improve FOD control with the construction of paved shoulders, and
allow safer passage of larger aircraft from the taper widening.
The project is divided into ten phases of work to minimize disruptions to air traffic.
Sheet A2 shows the project phases.
Erosion and sediment control measures to be used include temporary rock inlet
protection, temporary block and gravel inlet protection, temporary seeding and mulching,
permanent seeding and mulching, and the* use of the existing grassed shoulders.
This permit application also updates the impervious surface record to reflect the
removal of approximately 0.85 acres of impervious area constructed for a Concrete
Batch Plant for the GA Apron Rehabilitation project under permit SW8 040836 (Ay
N:
Land Disturbance �K4119.9
�1
Land disturbing operations will be limited to constructing new taxiway tapers, and 2p�<p constructing new paved shoulders, trenching for airfield lighting and sign circmits, and
contractor staging areas. The earthen taxiway shoulders will be re -graded upon
completion of paving operations. The total land disturbance for the project will be 14.0
1

acres. Existing paved/graveled access roads will be used to provide access to the project
area.
On the existing shoulders to be paved and graded, sediment and erosion control measures
to be used include the existing dense grassed areas between the disturbed limits and the
existing grass lined swales. Runoff from the pavement and disturbed shoulders will flow
overland across the existing dense grassed areas to the existing swales. The dense grass
will provide adequate removal of any sediment before reaching the existing ditches. The
disturbed areas will be seeded and mulched as work is completed in each phase of work
for the project. FAA regulations will not allow measures such as silt fence to be placed at
the edge of the disturbed limits along the pavement edges because it would be located in
the runway/taxiway safety areas.
Locations of these sediment and erosion control measures are shown on the Layout and
Finish Grade Plans on Sheets G1 to G7. Existing and proposed contours are also shown
on these sheets. Sediment and erosion control details and general notes are shown on
Sheet ECDL These select sheets are included as half size sheets with this application
package and are located in Appendix `B'.
All areas disturbed by grading operations will be seeded and mulched in accordance with
the project specifications and the seeding schedule shown on Sheet ECD1. The seeding
mixture, fertilizer, and liming applications rates included in the specifications are based
on requirements contained in the North Carolina Sedimentation and Erosion Control
Design Manual. The required mixture and application rates have been previously used
successfully at the airport.
Drainage
This stormwater application is requesting a revision to the existing low density permit
SW8 040836 (A) to include the improvements proposed under this project and to reflect
the removal of impervious surface.
The original low density permit included 1620.8 Acres of which 486.2 acres of Overall
Low Density Built -Upon Area Limit (30%) are included. As of the date of Original
Permit Issuance (November 24, 2004), the Existing Built Upon areas was 260.6 acres.
Subsequent projects have increased the impervious surface to 284.71 acres.
The proposed project will add 7.74 acres of impervious area and reflect the removal of
0.85 acres of impervious surface which will make the total impervious area 291.60 acres.
This impervious area is 18.0% of the total drainage area, less than the 30% maximum
impervious area included in the original permit.
Drainage patterns on the runway and taxiways will .remain the same as existing
conditions. Runoff will be drained by sheet flow over the pavement and onto the existing
grassed shoulders into the existing grassed swales which run parallel to the runway and
7

taxiways. The shoulders of the taxiways will be graded to provide a 1.5 inch drop-off
from the pavement edge and to allow positive drainage away from the pavement.
No closed drainage systems will be constructed with this project. All drainage will be
conveyed through grass lined swales and sedimentation and erosion control practices will
be used until a good stand of grass is established in the swales.
Soils
A subsurface investigation was conducted for the project by GeoTechnologies, Inc., of
Raleigh, North Carolina. The subsurface investigation was completed by performing a
total of thirty (30) pavement borings located approximately every 400 feet and within 20
feet of existing Taxiways `B', `C', `J' and `G. The borings extended to approximately 5
to 10 feet below the existing surface or hand auger refusal. At each boring location, the
consistency of the subsurface soils was evaluated using a dynamic cone penetrometer.
Several bulk samples were obtained for laboratory testing. The subgrade soils mainly
consist of firm to stiff sandy silts, loose to medium dense silty sands, and some medium
dense clayey and silty sands with Unified Soil Classifications of ML, SM, and SC.
Results from these various observations and tests are included in the Subsurface
Investigation report located in Appendix "D". Also a Soils Map is located in Appendix
"E„
Erosion Control Measures
The proposed measures to be used in sedimentation and erosion control on this project
include:
1. Temporary Rock Inlet Protection will be used around existing culvert end sections
located within or adjacent to the project area.
2. Temporary Block and Gravel Inlet Protection will be used around existing drop
inlet structures located in the grassed infield areas adjacent to the project area.
3. Temporary Seeding and Mulching will be utilized to stabilize disturbed areas as
necessary based on planting dates.
4. Permanent Seeding and Mulching -will be used to stabilize all disturbed areas after
construction is completed in each area.
5. Existing Grassed Shoulders will be used to remove any sediment as a result of
runoff from the existing pavement surfaces and shoulder grading areas where silt
fence cannot be used per FAA safety requirements.
Maintenance of Erosion Control Measures
The Contactor shall install and maintain all temporary control measures during the
course of construction. The Owner (or his designated representative) shall, in addition,
periodically inspect all measures and should they appear to be in unsatisfactory working

condition, shall instruct the Contractor to repair such measures. This requirement shall
not relieve the Contractor of his responsibility to inspect and maintain all measures.
Specific requirements include:
1. Following every rain, the Contractor shall inspect and repair as necessary all
damaged erosion control measures.
2. Following completion of any phase of land disturbing activities, establishment of
temporary or per ground cover stall take place within 21 calendar days.
3. Upon stabilization and establishment of permanent ground cover, any temporary
control measures shall be removed.
The Contractor will be encouraged to minimize the amount of exposed/disturbed area.
As the construction is completed in one area, the Contractor will be required to restore
grades, seed, mulch, and clean up prior to disturbing additional areas. All areas disturbed
during the construction operations will be seeded and mulched in accordance with the
approved plans and specifications and the North Carolina Erosion and Sediment Control
Planning and Design Manual. All erosion and sedimentations control measures shall be
maintained until an acceptable stand of permanent vegetation is established.
Seauence of Construction
The following sequence of construction has been developed to help the contractor
understand the operational needs of the airport and 'help ensure minimal closure time to
Runways 6-24 and 17-35 and Taxiways '13% 'C', T, and 'G'. In accordance with the
specifications the contractor shall provide a schedule of construction to the engineer for
review and approval prior to commencing construction.
Prior to beginning project and contract start time:
1. Develop detailed schedule to ensure construction can be completed within
construction time allotted for the project.
2. Mobilize equipment and set up staging and stockpile areas for the project. Location
of staging and stockpile areas shall be coordinated with the Airport.
3. Contractor may complete required survey work on taxiway pavement prior to
construction start time. Scheduling for the survey work will be required to be
approved by Airport Management. See Project Special Provisions.
General Sequence of Construction for Overall Project:
1. See Electrical Plans for Airfield Lighting Vault Rehabilitation Sequence of
Construction.
2. Establish construction staging area and set up Engineer's Trailer.
3. Locate project area utilities.
4. Construct haul/access road as required.
12

5. Install sediment control and erosion measures as shown on the plans or as directed by
the Engineer.
6. Complete necessary surveys required to establish layout and horizontal and vertical
control_.
7. Replace homeruns per Sheet LH1 in Plans.
8. There are ten phases or work (1, 2A, 213, 3, 3A, 4A, 413, 5, 6, and 7). Complete work
in each phase separately. Only one phase may be constructed at a time. See
"Sequence of Construction in Each Phase".
9. After all phases of work are complete, remove all equipment, stockpiles, debris, etc.
from project area and staging area.
10. Restore all disturbed areas and complete seeding and mulching operations on all
disturbed areas throughout the project.
11. Monitor erosion control devices weekly and after storms.
12. After a good stand of permanent grass has been established, remove erosion control
devices and perform final cleanup.
Sequence of Construction in Each Phase:
1. Place all lighted barricades and traffic cones necessary to close work areas. When
working in runway safety area, Contractor shall place runway and mobile lighted
runway closure crosses at locations shown on Project Safety Plans.
2. In phase work area, take existing taxiway lights and signs out of service and provide
jumpers to maintain operation of lights/signs outside phase work area.
3. Perform lighting demolition and sign relocation (Phases 3 and 5) and remove
pavement marking as indicated in the existing conditions and lighting plans.
4. Install new conduit and counterpoise for taxiway lighting system under proposed
paved shoulders and in grassed shoulders.
5. Complete excavation for taxiway fillets/taper widening and paved shoulders. Prepare
and compact subgrade, including dewatering as required.
6. For Taxiway B South approximate Sta. 1+00 to 6+00 (Phase 1). Taxiway G
approximate Sta. 1+00 to 4+00 (Phase 5), and Taxiway B North approximate Sta.
1+00 to 8+00 (Phase 6), install new conduit, counterpoise, and handholes outside
existing pavement edge and perform trenching and coring through existing pavement
to install new taxiway lights in pavement. Install lighting circuits.
7. Raise existing m.anholes/handholes as shown on the Plans (Phases 1, 2, 4, 6, and 7).
8. Place aggregate base course, fine grade, and compact for tapers/fillets and paved
shoulders. Confirm lighting conduit is intact and has not been damaged by
compaction. Excavate and replace damaged conduit as needed prior to paving.
9. Contractor to place test strip for bituminous pavement to confirm job mix formula,
roller pattern, etc.
5

10. Complete paving operations. Where paved shoulders are contiguous with new
fillets/tapers, place final surface course over both areas in one 2" lift. See paving
details in Plans.
11. In new paved shoulders, core through pavement section, intercept new conduit, and
install base cans and complete installation of taxiway lights and lighting circuit.
12. Complete shoulder grading operations. Complete seeding and mulching operations.
13. Complete taxiway marking as shown on the Plans.
14. Test lighting circuit and bring lighting/sign circuit into operation.
15. Remove barricades and traffic cones; re -open phase area to aircraft operations.
2

Appendix `A'
Erosion and Sediment Control Specifications

ITEM P-156
TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION,
AND SILTATION CONTROL
DESCRIPTION
156-1.1 This item shall consist of temporary control measures as shown on the
plans or as ordered by the ENGINEER during the life of a contract to control
water pollution, soil erosion, and siltation through the use of silt fence,
mulches, grasses and other erosion control devices or methods.
The temporary erosion control measures contained herein shall be
coordinated with the permanent erosion control measures specified as part
of this contract to the extent practical to assure economical, effective, and
continuous erosion control throughout the construction period.
Temporary control may include work outside the construction limits such as
borrow pit operations, equipment and material storage sites, waste areas,
and temporary plant sites.
MATERIALS
156-2.1 GRASS. Grass that will not compete with the grasses sown later for
permanent cover shall be a quick -growing species (such as ryegrass, Italian
ryegrass, or cereal grasses) suitable to the area providing a temporary
cover.
156-2.2 MULCHES. Mulches may be hay, straw, fiber mats, netting, bark, wood
chips, or other suitable material reasonably clean and free of noxious weeds
and deleterious materials.
156-2.3 FERTILIZER. Fertilizer shall be a standard commercial grade and shall
conform to all Federal and state regulations and to the standards of the
Association of Official Agricultural Chemists.
166-2.4 TEMPORARY SILT FENCE. Silt fence shall consist of metal fence posts,
wire fence, filter fabric, staples and wire. The wire fence shall be "hog wire",
minimum 14 gauge, with maximum mesh of 6 inches. The wire is used to
attach the wire fence to the posts. The filter fabric shall be a synthetic
geotextile stapled . to the top of the wire fence. Refer to the approved
erosion control plan for location, extent and specifications.
156-2.5 OTHER. All other materials shall meet commerciai grade standards and
shall be approved by the ENGINEER before being incorporated into the
project.
3301-1004 P-156-1

CONSTRUCTION REQUIREMENTS
156-31 GENERAL. In the event of conflict between these requirements and
pollution control laws, rules, or regulations of other Federal, state, or local
agencies, the more restrictive laws, rules, or regulations shall apply.
The Contractor shall be responsible for assuring compliance to the extent
that construction practices, construction operations, and construction work
are involved.
156-3.2 SCHEDULE. Prior to the start of construction, the Contractor shall submit
schedules for accomplishment of temporary and permanent erosion control
work, as are applicable for clearing and grubbing; grading; construction;
paving; and structures at watercourses. The Contractor shall also submit a
proposed method of erosion and dust control on haul roads and borrow pits
and a plan for disposal of waste materials. Work shall not be started until
the erosion control schedules and methods of operation for the applicable
construction have been accepted by the ENGINEER.
156-3.3 AUTHORITY OF ENGINEER. The ENGINEER has the authority to limit the
surface area of erodible earth material exposed by clearing and grubbing, to
limit the surface area of erodible earth material exposed by excavation,
borrow and fill operations, and to direct the Contractor to provide immediate
permanent or temporary pollution control measures to minimize
contamination of adjacent streams or other watercourses, lakes, ponds, or
other areas of water impoundment.
166-3.4 CONSTRUCTION DETAILS. The Contractor will be required to incorporate
all permanent erosion control features into the project at the earliest
practicable time as outlined in the accepted schedule. Except where future
construction operations will damage slopes, the Contractor shall perform the
permanent seeding and mulching and other specified slope protection work
in stages, as soon as substantial areas of exposed slopes can be made
available. Temporary erosion and pollution control measures will be used to
correct conditions that develop during construction that were not foreseen
during the design stage; that are needed prior to installation of permanent
control features; or that are needed temporarily to control erosion that
develops during normal construction practices, but are not associated with
permanent control features on the project.
Where erosion is likely to be a problem, grading operations should be
scheduled and performed so that grading operations and permanent erosion
control features can follow immediately thereafter if the project conditions
permit; otherwise, temporary erosion control measures may be required
between successive construction stages.
3301-1004 P-166-2

The ENGINEER will limit the area of excavation, borrow, and embankment
operations in progress, commensurate with the Contractor's capability and
progress in keeping the finish grading, mulching, seeding, and other such
permanent control measures current in accordance with the accepted
schedule. Should seasonal limitations make such coordination unrealistic,
temporary erosion control measures shall be taken immediately to the
extent feasible and justified.
In the event that temporary erosion and pollution control measures are
required due to the Contractor's negligence, carelessness, or failure to
install permanent controls as a part of the work as scheduled or are ordered
by the ENGINEER, such work shall be performed by the Contractor at
his/her own expense.
The ENGINEER may increase or decrease the area of erodible earth
material to be exposed at one time as determined by analysis of project
conditions.
The erosion control features installed by the Contractor shall be acceptably
maintained by the Contractor during the construction period.
Whenever construction equipment must cross watercourses at frequent
intervals, and such crossings will adversely affect the sediment levels,
temporary structures should be provided.
Pollutants such as fuels, lubricants, bitumen, raw sewage, wash water from
concrete mixing operations, and other harmful materials shall not be
discharged into or near rivers, streams, and impoundments or into natural or
manmade channels leading thereto.
156-3.5 The Contractor shall be required to inspect all erosion control features
installed on the project in accordance with the requirements of the approved
plans and permit. The Contractor shall maintain and/or repair all installed
erosion control items as required or as directed by the ENGINEER.
After site is stabilized, Contractor shall remove all temporary measures and
install permanent vegetation on any additional disturbed or failed areas.
METHOD OF MEASUREMENT
i56-4. 1 Temporary erosion and pollution control work required which is not
attributed to the Contractor's negligence, carelessness, or failure to install
permanent controis will be performed as scheduled or ordered by the
ENGINEER. Payment shall include all costs for labor, materials,
installation, inspection, maintenance throughout the life of the project and
3301-1004 P-166-3

upon stabilization of the site, restoration and removal of items. Completed
and accepted work will be measured as follows:
a. Temporary seeding and mulching will be measured by the acre.
b. Temporary silt fence will be measured by the linear foot, complete and
installed.
c. Temporary Rock Inlet Protection will be measured on a per each basis.
d. Temporary Drop Inlet Protection will be measured on a per each basis.
166-4.2 Control work performed for protection of construction areas outside the
construction limits, such as borrow and waste areas, haul roads, equipment
and material storage sites, and temporary plant sites, will not be measured
and paid for directly but shall be considered as a subsidiary obligation of the
Contractor with costs included in the contract prices bid for the items to
which they apply.
BASIS OF PAYMENT
156-5.1 Accepted quantities of temporary water pollution, soil erosion, and siltation
control work ordered by the ENGINEER and measured as provided in
paragraph 156-4.1 will be paid for under:
Item P-156-5.1 Temporary Seeding and Mulching - per Acre
Item P-156-5.2 Temporary Silt Fence - per Square Foot
Item P-156-5.3 Temporary Rock Inlet Protection - per Each
Item P-156-5.4 Temporary Drop Inlet Protection - per Each
Where -other directed work falls within the specifications for a work item that
has a contract price, the units of work shall be measured and paid for at the
contract unit price bid for the various items.
Temporary control features not covered by contract items that are ordered
by the ENGINEER will be paid for in accordance with Section 90-05.
END OF ITEM P-156
3301-1004 P-156-4

ITEM T-901
SEEDING
DESCRIPTION
901-1.1 This item shall consist of soil preparation, seeding, fertilizing, and liming the
areas shown on the plans or as directed by the ENGINEER in accordance
with these specifications.
MATERIALS
901-2.1 SEED. The species and application rates of grass, legume, and cover -crop
seed furnished shall be those stipulated herein. Seed shall conform to the
requirements of Fed. Spec. JJJ-S-181.
Seed shall be furnished separately or in mixtures in standard containers
with the seed name, lot number, net weight, percentages of purity and of
germination and hard seed, and percentage of maximum weed seed
content clearly marked for each kind of seed. The Contractor shall furnish
the ENGINEER duplicate signed copies of a statement by the vendor
certifying that each lot of seed has been tested by a recognized laboratory
for seed testing within 6 months of date of delivery. This statement shall
include: .name and address of laboratory, date of test, lot number for oach
kind of seed, and the results of tests as to name, percentages of purity and
of germination, and percentage of weed content for each kind of seed
furnished, and, in case of a mixture, the proportions of each kind of seed.
The seed mixture shall be applied as follows:
Permanent Seedin
Seeding Mixture
Rate of Application
Iblacre
planting Dates
Common Bermudagrass
(Hulled)
50
March 1 —July 31
y
Common Bermudagrass
(Unhulled)
70
August 1 — February 28
Temaorary Seedina
Rye (Grain)
Kobe Lespedeza
120
50
January 1 — March 31
Rye (Grain)
! 120
1 August 15 — December 30
Temporary seeding shall be grass which will not compete with the grasses
sown later for permanent cover and shall be a quick -growing species
suitable to the area providing a temporary cover.
3301-1004 T-901-1

901-2.2 LIME. Lime shall be ground limestone containing not less than 85% of total
carbonates, and shall be ground to such fineness that 90% will pass
through a No. 20 mesh sieve and 50% will pass through a No. 100 mesh
sieve. Coarser material will be acceptable, providing the rates of application
are increased to provide not less than the minimum quantities and depth
specified in the special provisions on the basis of the two sieve
requirements above. Dolomitic lime or a high magnesium lime shall contain
at least 10% of magnesium oxide. Lime shall be applied at the minimum
rate of 3,000 Ibs{acre. All liming materials shall conform to the
requirements of ASTM C 602. The target pH for warm season grasses is
6.0 fqr grasses such as Bermuda. Apply lime according to soil test
recommendations to achieve target pH.
901-2.3 FERTILIZER. Fertilizer shall be standard commercial fertilizers supplied
separately or in mixtures containing the percentages of total nitrogen,
available phosphoric acid, and water-soluble potash. They shall be applied
at the rate and to the depth specified herein, and* shall meet the
requirements of Fed. Spec..0-F-241 and applicable state laws. They shall
be furnished in standard containers with name, weight, and guaranteed
analysis of contents clearly marked thereon. No cyanamide compounds or
hydrated lime shall be permitted in mixed fertilizers.
The fertilizers may be supplied in one of the following forms:
A. A dry, free -flowing fertilizer suitable for application by a common
fertilizer spreader;
B. A finely -ground fertilizer soluble in water, suitable for application by
power sprayers; or
C. A granular or pellet form suitable for application by blower
equipment.
Fertilizers shall be 10-10-10 commercial fertilizer and shall be spread at the
rate of 500 lb/acre.
901-2.4 SOIL FOR REPAIRS. The soil for fill and topsoiling of areas to be repaired
shall be at least of equal quality to that which exists in areas adjacent to the
area to be repaired. The soil shall be relatively free from large stones,
roots, stumps, or other materials that will interfere with subsequent sowing
of s ce.1, VVIIIrJacting, and establishing toll, and shall uv approved by the
ENGINEER before being placed.
3301-1004 T-901-2

CONSTRUCTION METHODS
901-3.1' ADVANCE PREPARATION AND CLEANUP. After grading of areas has
been completed and before applying fertilizer and ground limestone,
areas to be seeded shall be raked or otherwise cleared of stones larger
than 2 inches in any diameter; sticks, stumps, and other debris which
might interfere with sowing of seed, growth of grasses, or subsequent
maintenance of grass -covered areas. If any damage by erosion or other
causes has occurred after the completion of grading and before beginning
the application of fertilizer and ground limestone, the Contractor shall repair
such damage. This may include filling gullies, smoothing irregularities, and
repairing other incidental damage.
An area to be seeded shall be considered a satisfactory seedbed without
additional treatment if it has recently been thoroughly loosened and worked
to a depth of not less than 5 inches as a result of grading operations and, if
immediately prior to seeding, the top 3 inches of soil is loose, friable,
reasonably free from large clods, rocks, large roots, or other undesirable
matter, and if shaped to the required grade.
However, when the area to be seeded is sparsely sodded, weedy, barren
and unworked, or packed and hard, any grass and weeds shall first be cut
or otherwise satisfactorily disposed of, and the soil then scarified or
otherwise loosened to a depth not less than 5 inches. Clods shall be
broken and the top 3 inches of. soil shall be worked into a satisfactory
seedbed by discing, or by use of cultipackers, rollers, drags, harrows, or
other appropriate means.
901-3.2 DRY APPLICATION METHOD.
A. Liming. Lime shall be applied separately and prior.to the application
of any fertilizer or seed and only on seedbeds which have previously
been prepared as described above. The lime shall then be worked
into the top 3 inches of soil after which the seedbed shall again be
properly graded and dressed to a smooth finish.
B. Fertilizing. Following advance preparations and cleanup fertilizer
shall be uniformly spread at the rate which will provide not less than
the minimum quantity stated in paragraph 901-2.3.
C. Seeding. Grass seed shall be sown at the rate specified in
paragraph 901-2.1 immediately after fertilizing, and the fertilizer and
seed shall be raked within the depth range stated in the special
provisions. Seeds of legumes, either alone or in mixtures, shall be
inoculated before mixing or sowing, in accordance with the
instructions of the manufacturer of the inoculant. When seeding is
required at other than the seasons shown on the plans or in the
3301-1004 T-901-3

special provisions, a cover crop shall be sown by the same methods
required for grass and legume seeding.
D. Rolling. After the seed has been properly covered, the seedbed
shall be immediately compacted by means of an approved
lawnroller, weighing 40 to 65 pounds per foot of width for clay soil (or
any soil having a tendency to pack), and weighing 150 to 200
pounds per foot of width for sandy or Ilght soils.
901-3.3 WET APPLICATION METHOD.
A. General. The Contractor may elect to apply seed and fertilizer (and
lime, if required) by spraying them on the previously prepared
seedbed in the form of an aqueous mixture and by using the
methods and equipment described herein. The rates of application
shall be as specified in the special provisions.
B. Spraying Equipment. The spraying equipment shall have a
container or water tank equipped with a liquid level gauge calibrated
to read in increments not larger than 50 gallons over the entire range
of the tank capacity, mounted so. as to be visible to the 'nozzle
operator. The container or tank shall also be equipped with a
mechanical power -driven agitator capable of keeping all the solids in
the mixture in complete suspension at all times until used.
The unit shall also be equipped with a pressure pump capable of
delivering 100 gallons per minute at a pressure of 100 pounds per
square inch. The pump shall be mounted in a line which will
recirculate the mixture through the tank whenever it is not being
sprayed from the nozzle. All pump passages and pipe lines shall be
capable of providing clearance for 5/8 inch solids. The power unit for
the pump and agitator shall have controls mounted so as to be
accessible to the nozzle operator. There shall be an indicating
pressure gauge connected and mounted immediately at the back of
the nozzle.
The nozzle pipe shall be mounted on an elevated supporting stand in
such a manner that it can be rotated through 360 degrees
horizontally and inclined vertically from at least 20 degrees below to
at least 60 degrees above the horizontal. There shall be a
quick -acting, three-way control valve connecting the recirculating line
to the nozzle pipe and mounted so that the nozzle operator can
control and regulate the .amount of flow of mixture delivered to the
nozzle. At least three different types of nozzles shall be supplied so
that mixtures may be properly sprayed over distance varying from 20
to 100 feet. One shall be a close -range ribbon nozzle, one a
medium -range ribbon nozzle, and one a long-range jet nozzle. For
3301-1004 T-901-4

ease of removal and cleaning, all nozzles shall be connected to the
nozzle pipe by means of quick -release couplings.
In order to reach areas inaccessible to the regular equipment, an
extension hose at least 50 feet in iength shall be provided to which
the nozzles may be connected.
C. Mixtures. I ,imP, if required, shall be applied separately, in the
quantity specified, prior to the fertilizing and seeding operations. Not
more than 220 pounds of lime shall be added to and mixed with
each 100 gallons of water. Seed and fertilizer shall be mixed
together in the relative proportions specified, but not more than a
total of 220 pounds of these combined solids shall be added to and
mixed with each 100 gallons of water.
All water used shall be obtained from fresh water sources and shall
be free from injurious chemicals and other toxic substances harmful
to plant life. Brackish water shall not be used at any time. The
Contractor shall identify to the ENGINEER all sources of water at
least 2 weeks prior to use. The ENGINEER may take samples of the
water at the source or from the tank at any time and have a
laboratory test the samples for chemical and saline content. The
Contractor shall not use any water from any source which is
disapproved by the ENGINEER following such tests.
All mixtures shall be constantly agitated from the time they are mixed
until they are finally applied to the seedbed. All such mixtures shall
be used within 2 hours from the time they were mixed or they shall
be wasted and disposed of at locations acceptable to the
ENGINEER.
D. Spraying. Lime, if required, shall be sprayed only upon previously
prepared seedbeds. After the applied lime mixture has dried, the
lime shall be worked into the top 3 inches, after which the seedbed
shall again be properly graded and dressed to a smooth finish.
Mixtures of seed and fertilizer shall only be sprayed upon previously
prepared seedbeds on which the lime, if required, shall already have
been worked in. The mixtures shall be applied by means of a
high-pressure spray which shall always be directed upward into the
air so that the mixtures will fall to the ground like rain in a uniform
spray. Nozzles or sprays shall never be directed toward the group �d
in such a manner as might produce erosion or runoff.
Particular care shall be exercised to insure that the application is
made uniformly and at the prescribed rate and to guard against
misses and overlapped areas. Proper predetermined quantities of
3301-1004 T-901-5

the mixture in accordance with specifications shall be used to cover
specified sections of known area. Checks on the rate and uniformity
of application may be made by observing the degree of wetting of
the ground or by distributing test sheets of paper or pans over the
area at intervals and observing the quantity of material deposited
thereon.
On surfaces which are to be mulched as Indicated by the plans or
designated by the ENGINEER, seed and fertilizer applied by the
spray method need not be raked into the soil or rolled. However, on
surfaces on which mulch is not to be used, the raking and rolling
operations will be required after the soil has dried.
901-3.4 ESTABLISHMENT OF SEEDED AREAS. The Contractor is required to
establish a good stand of grass of uniform color and density to the
satisfaction of the ENGINEER. After seeding has been completed, the
Contractor shall water the seeded area as required to establish a good
stand of grass.
During germination period, the Contractor shall inspect the seeded area
regularly and water as required. TVnical anolications for water would be %"
to 3/" of water every three or four days. In all cases, watering shall be done
in a manner that will avoid erosion from the application of excessive
quantities and will avoid damage to the finished surface. The Contractor
will be responsible for identifying and providing a water source. The Airport
will not supply water. All costs for water shall be included in cost of items
bid upon.
901-3.6 MAINTENANCE OF SEEDED AREAS. The Contractor shall protect
seeded areas against traffic or other use by warning signs or barricades, as
approved by the ENGINEER. Surfaces gullied or otherwise damaged
following seeding shall be repaired by regrading and reseeding as directed.
The Contractor shall mow, water as needed or directed, and otherwise
maintain seeded areas in a satisfactory condition until final inspection and
acceptance of the work.
When either the dry or wet application method outlined above is used for
work done out of season, it will be required that the Contractor establish a
good stand of grass of uniform color and density to the satisfaction of the
ENGINEER. If at the time when the contract has been otherwise completed
it is not possible to make an adequate determination of the color, density,
and un-1for n-ilt"Y of siici i stand of grass, payment for l.lie unaccepted portions
of the areas seeded out of season will be withheld until such time as these
requirements have been met.
3301-1004 T-901-6

METHOD OF MEASUREMENT
901-4.1 The quantity of seeding to be paid for shall be the number of acres
measured on the ground surface, completed and accepted.
BASIS OF PAYMENT
901-6.1 Payment shall be made at the contract unit price per acre or fraction
thereof, which price and payment shall be full compensation for furnishing
and placing all material and for all labor, equipment, tools, and incidentals
necessary to complete the work prescribed in this item.
Payment will be made under:
Item 901-5.1 Seeding - per Acre
MATERIAL REQUIREMENTS
ASTM C 602 Agricultural Liming Materials
ASTM D 977 Emulsified Asphalt
Fed. Spec. JJJ-S-181 B
Fed. Spec. 0-F-241 D
Agricultural Seeds
Commercial Mixed Fertilizer
END OF ITEM T-901
3301-1004 T-901-7

ITEM T-905
TOPSOILING
DESCRIPTION
905-1.1 This item shall consist of preparing the ground surface for topsoil application,
removing topsoil from designated stockpiles or areas to be stripped on the site
or from approved sources off the site, and placing and spreading the topsoil on
prepared areas in accordance with this specification at the locations shown on
the plans or as directed by the Engineer.
MATERIALS
905-2.1 TOPSOIL. Topsoil shall be the surface layer of soil with no admixture of refuse
or any material toxic to plant growth, and it shall be reasonably free from
subsoil and stumps, roots, brush, stones (2 inches or more in diameter), and
clay lumps or similar objects. Brush and other vegetation that will not be
incorporated with the soil during handling operations shall be cut and removed.
Ordinary sods and herbaceous growth such as grass and weeds are not to be
removed but shall be thoroughly broken up and intermixed with the soil during
handling operations. The topsoil or soil mixture, unless otherwise specified or
approved, shall have a pH range of approximately 5.5 pH to 7.6 pH, when
tested in accordance with the methods of testing of the association of official
agricultural chemists in effect on the date of invitation of bids. The organic
content shall be not less. than 3% nor more than 20% as determined by the
wet -combustion method (chromic acid reduction). There shall be not less than
20% nor more than 80% of the material passing the 200 mesh sieve as
determined by the wash test in accordance with ASTM C 117.
Natural topsoil may be amended by the Contractor with approved materials and
methods to meet the above specifications.
905-2.2 INSPECTION AND TESTS. Within 10 days following acceptance of the bid,
the Engineer shall be notified of the source of topsoil to be furnished by the
Contractor. The topsoil shall be inspected to determine if the selected soil
meets the requirements specified and to, determine the depth to which stripping
will be permitted. At this time, the Contractor may be required to take
representative soil samples from several locations within the area under
consideration and to the proposed stripping depths, for testing purposes as
specified in 905-2.1.
CONSTRUCTION METHODS
905-3.1 GENERAL. Areas to be topsoiled shall be shown on the plans. If topsoil is
available on the site, the location of the stockpiles or areas to be stripped of
3301-1004 T-905-1

topsoil and the stripping depths shall be shown on the plans.
Suitable equipment necessary for proper preparation and treatment of the
ground surface, stripping of topsoil, and for the handling and placing of all
required materials shall be on hand, in good condition, and approved by the
Engineer before the various operations are started.
905-3.2 PREPARING THE GROUND SURFACE. Immediately prior to dumping and
spreading the topsoil on any area, the surface shall be loosened by discs or
spike -tooth harrows, or by other means approved by the Engineer, to a
minimum depth of 2 inches to facilitate bonding of the topsoil to the covered
subgrade soil. The surface of the area to be topsoiled shall be cleared of all
stones larger than 2 inches in any diameter and all litter or other material which
may be detrimental to proper bonding, the rise of capillary moisture, or the
proper growth of the desired planting. Limited areas, as shown on the plans,
which are too compact to respond to these operations shall receive special
scarification.
Grades on the area to be topsoiled, which have been established. by others as
shown on the plans, shall be maintained in a true and even condition. Where
grades have not been established, the areas shall be smooth -graded and the
surface left at the prescribed grades in an even and properly compacted
condition to prevent, insofar as practical, the formation of low places or pockets
where water will stand.
905-3.3 OBTAINING TOPSOIL. Prior to the stripping of topsoil from designated areas,
any vegetation, briars, stumps and large roots, rubbish or stones found on such
areas, which may interfere with subsequent operations, shall be removed using
methods approved by the Engineer. Heavy sod or other cover, which cannot
be incorporated into the topsoil by discing or other means shall be removed.
When suitable topsoil is available on the site, the Contractor shall remove this
material from the designated areas and to the depth as directed by the
Engineer. The topsoil shall be spread on areas already filled and
smooth -graded, or stockpiled in areas approved by the Engineer. Any topsoil
stockpiled by the Contractor shall be rehandled and placed without additional
compensation. Any topsoil that has been stockpiled on the site by others, and
is required for topsoiling purposes, shall be removed and placed by the
Contractor. The sites of all stockpiles and areas adjacent thereto which have
been disturbed by the Contractor shall be graded if required and put into a
condition acceptable for seeding.
When suitable topsoil is secured off the airport site, the Contractor shall locate
and obtain the supply, subject to the approval of the ENGINEER. The
Contractor shall notify the ENGINEER sufficiently in advance of operations in
order that necessary measurements and tests can be made. The Contractor
3301-1004 T-905-2

shall remove the topsoil from approved areas and to the depth as directed. The
topsoil shall be hauled to the site of the work and placed for spreading, or
spread as required. Any topsoil hauled to the site of the work and stockpiled
shall be rehandled and placed without additional compensation.
905-3.4 PLACING TOPSOIL. The topsoil shall be evenly spread on the prepared areas
to a uniform depth of 2 inches after compaction, unless otherwise shown on the
plans or stated in the special provisions. Spreading shall not be done when the
ground or topsoil is frozen, excessively wet, or otherwise in a condition
detrimental to the work. Spreading shall be carried on so that turfing operations
can proceed with a minimum of soil preparation or tilling.
After spreading, any large, stiff clods and hard lumps shall be broken with a
pulverizer or by other effective means, and all stones or rocks (2 inches or
more in diameter), roots, litter, or any foreign matter shall be raked up and
disposed of by the Contractor. After spreading is completed, the topsoil shall
be satisfactorily compacted by rolling with a cultipacker or by other means
approved by the Engineer. The compacted topsoil surface shall conform to the
required lines, grades, and cross sections. Any topsoil or other dirt falling upon
pavements as a result of hauling or handling of topsoil shall be promptly
removed.
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
905-4.1 Topsoil obtained on the site shall be measured by the number of cubic yards of
topsoil measured in its original position and stripped or excavated as
"Unclassified Excavation." No separate measurement will be made for Topsoil.
TESTING MATERIALS
ASTM C 117 Materials Finer than 75-µm (No. 200) Sieve in Mineral
Aggregates by Washing
END OF ITEM T-905
3301-1004 T-905-3

ITEM T-908
MULCHING
DESCRIPTION
908-1.1 This item shall consist of furnishing, hauling, placing, and securing mulch on
surfaces indicated on the plans or designated by the ENGINEER.
MATERIALS
908-2.1 MULCH MATERIAL. Acceptable mulch shall be the materials listed below
or any approved locally available material that is similar to those specified.
Low grade, musty, spoiled, partially rotted hay, straw, or other materials
unfit for animal consumption will be acceptable. Mulch materials, which
contain matured seed of species that would volunteer and be detrimental to
the proposed overseeding, or to surrounding farm land, will not be
acceptable. Straw or other mulch material which is fresh and/or excessively
brittle, or which is in such an advanced stage of decomposition as to
smother or retard the planted grass, will not be acceptable.
a. Hay. Hay shall be native hay, sudan grass hay, broomsedge hay,
legume hay, or similar hay or grass clippings.
b. Straw. Straw shall be the threshed plant residue of oats, wheat, barley,
rye, or rice from which grain has been removed.
c. Hay Mulch Containing Seed. Hay mulch shall be mature hay
containing viable seed of native grasses or other desirable species
stated in the special provisions or as approved by the ENGINEER. The
hay shall be cut and handled so as to preserve the maximum quantity of
viable seed. Hay mulch that cannot be hauled and spread immediately
after cutting shall be placed in weather -resistant stacks or baled and
stored in a dry location until used.
d. Manufactured Mulch. Cellulose -fiber or wood -pulp mulch shall be
products commercially available for use in spray applications.
e. Asphalt Binder. -Asphalt binder material shall conform to the
requirements of ASTM D 977, Type SS-1 or RS-1.
908-2.2 INSPECTION. At least 14 business days prior to mulching, the ENGINEER
shall be notified of sources and quantities of mulch materials available and
the Contractor shall furnish him with representative samples of the materials
to be used. These samples may be used as standards with the approval of
the ENGINEER and any materials brought on the site that do not meet
these standards shall be rejected.
3301-1004 T-908-1

CONSTRUCTION METHODS
908-3.1 MULCHING. Before spreading mulch, all large clods, stumps, stones,
brush, roots, and other foreign material shall be removed from the area to
.be mulched. Mulch shall be applied immediately after seeding. The
spreading of the mulch may be by hand methods, blower, or other
mechanical methods, provided a uniform covering is obtained.
Mulch material shall be furnished, hauled, and evenly applied on the area
shown on the plans or designated by the ENGINEER. Straw or hay shall be
spread over the surface to a uniform thickness at the rate of 2 to 3 tons per
acre to provide a loose depth of not less than 1-1/2 inches nor more than 3
inches. Other organic material shall be spread at the rate recommended by
the manufacturer. Mulch may be blown on the slopes and the use of cutters
in the equipment for this purpose will be permitted to the extent that at least
95% of the mulch in place on the slope shall be 6 inches or more in length.
When mulches applied by the blowing method are cut, the loose depth in
place shall be not less than 1 inch nor more than 2 inches.
908-3.2 SECURING MULCH. The mulch shall be held in place by light discing, a
very thin covering of topsoil, small brush, pins, stakes, wire mesh, asphalt
binder, or other adhesive material approved by the ENGINEER. Where
mulches have been secured by either of the asphalt binder methods, it will
not be permissible to walk on the slopes after the binder has been applied.
The Contractor is warned that in the application of asphalt binder material
he must take every precaution to guard against damaging or disfiguring
structures or property on or adjacent to the areas worked and that he will be
held responsible for any such damage resulting from his/her operations.
If the "peg and string" method is used, the mulch shall be secured by the
use of stakes or wire pins driven into the ground on 5-foot centers or less.
Binder twine shall be strung between adjacent stakes in straight lines and
crisscrossed diagonally over the mulch, after which the stakes shall be
firmly driven nearly flush to the ground to draw the twine down tight onto the
mulch.
908-3.3 CARE AND REPAIR.
a. The Contractor shall care for the mulched areas until final acceptance of
the project. Such care shall consist of providing protection against traffic
or other use by placing warning signs, as approved by the ENGINEER,
and erecting any barricades that may be shown on the plans before or
immediately after mulching has been completed on the designated
areas.
b. The Contractor shall be required to repair or replace any mulching that is
defective or becomes damaged until the project is finally accepted.
When, in the judgment of the ENGINEER, such defects or damages are
3301-1004 T-908-2

the result of poor workmanship or failure to meet the requirements of the
specifications, the cost of the necessary repairs or replacement shall be
borne by the Contractor. However, once the Contractor has completed
the mulching of any area in accordance with the provisions of the
specifications and to the satisfaction of the ENGINEER, no additional
work at his/her expense will be required, but subsequent repairs and
replacements deemed necessary by the ENGINEER shall be made by
the Contractor and will be paid for as additional or extra work.
c. If the "asphalt spray" method is used, all mulched surfaces shall be
sprayed with asphalt binder material so that the surface has a uniform
appearance. The binder shall be uniformly applied to the mulch at the
rate of approximately 8.0 gallons per 1,000 square feet, or as directed by
the ENGINEER, with a minimum of 6.0 gallons and a maximum of 10
gallons per 1,000 square feet depending on the type of mulch and the
effectiveness of the binder securing it. Bituminous binder material may
be sprayed on the mulched slope areas from either the top or the bottom
of the slope. An approved spray nozzle shall be used. The nozzle shall
be operated at a distance of not less than 4 feet from the surface of the
mulch and uniform distribution of the bituminous material shall be
required. A pump or an air compressor of adequate capacity shall be
used to insure uniform distribution of the bituminous material.
d. if the "asphalt mix" method is used, the mulch shall be applied by
blowing, and the asphalt binder material shall be sprayed into the mulch
as it leaves the blower. The binder shall be uniformly applied to the
mulch at the rate of approximately 8.0 gallons per 1,000 square feet or
as directed by the ENGINEER, with a minimum of 6.0 gallons and a
maximum of 10 gallons per 1,000 square feet depending on the type of
mulch and the effectiveness of the binder securing it.
METHOD OF MEASUREMENT
908-4.1 Mulching shall be measured in acres on the basis of the actual surface area
acceptably mulched.
BASIS OF PAYMENT
908-6.1 Payment will be made at the contract unit price per acre for mulching. The
price shall be full compensation for furnishing all materials and for placing
and anchoring the materials, and for all labor, equipment, tools, and
incidentals necessary to complete the item.
Payment will be made under:
Item T-908-5.1 Mulching - per Acre
3301-1004 T-908-3

MATERIAL REQUIREMENTS
ASTM D 977 Emulsified Asphalt
END OF ITEM T-908
3301-1004 T-908-4

Appendix `B'
Select Half Size Construction Plans

p 1, 1 7 IB )
T
1
C'.
Jr
T�
A
r
AIRFIELD 1,11
VICINITY MAP
NOT TO SCALE
C ON STRU
WILMING
WILMIN
N PLANS FOR
ULD ERS, T'A,,,-PERS
111 ; Al 10 N
AIRPORT
O LINA
AIP 3-3 7-0084-44 (CONSTRUCTION) &. 9°l2
PREPARED FOR
NEW HANOVER COUNTY AIRPORT AUTHORITY, OWNER
IN COOPERATION WITH
FEDERAL AVIATION ADMINISTRATION
AND BID SCHEDULE I (BASE BID) INCLUDES TAXIWAYS B, C EAST, J, AND G
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (PHASES 1, 2A, 2B, 3, 3A, 4A, 4B, 5, AND 6)
BID SCHEDULE II INCLUDES TAXIWAY C WEST (PHASE 7)
DIVISION OF AVIATION BID SCHEDULE III INCLUDES AIRFIELD LIGHTING VAULT REHABILITATION
TAXIWAY B. C, J AND G PAVED SHOULDERS TAPERS, AND TAXIWAY LIGHTS
LIST OF DRAWINGS
DRAINING
TITLE OF DRAWING
DATE
Al
7rRE.SHEET
JUNE 2011
A2
PROJECT SAFETY PLAN (SHEET 1 OF 2)
JUNE 2011
A3
PROJECT SAFETY PLAN (SHEET 2 OF 2)
JUNE 2011
A4
PHASING PLAN - PHASE 1, 2A. AND 20
AM 2011
AS
PHASING PLAN - PHASE 3 AND 3A
JUNE 2011
AS
PHASING PLAN - PHASE 4A AND 48
JUNE 2011
A7
PHASING PLAN - PHASE S
JUNE 2011
A6
PHASING PLAN - PHASE 6 AND 7
JUNE 2011
51
SURVEY LAYOUT PLAN (SHEET 1 OF 3)
JUNE 2011
92
SURVEY LAYOUT PINT (SHEET 2 OF 3)
JUNE 2011
93
SURVEY LAYOUT RAN (SHEET 3 OF 3)
JLNE 2011
EXI
paSTING CONDITIONS AND REMOVAL PLAN -'PHASE 1
JUNE 2011
Ed
EXISTING MOTIONS AND REMOVAL PLAN - PHASE 2A AND 2B
JLNE 2011
D CLI
EXISTING CONDITIONS AND REMOVAL PLAN - PHASE 3
JUNE 20 11
EX3.2
EXISTING CONDITIONS AND REMOVAL RAN - PHASE 3A
I NRE 2011
U14.1
OUSTING CONDITIONS AND REMOVAL PLAN - PHASE 4A AND 48 (SHEET 1 OF 2)
JUNE 2011
EX4.2
EDOSTNG CONMTIOS AND R IADVA. PLAN - PHASE 4A (SHEET 2 OF 2)
NINE 2011
EX5
E 0STNG CONDITIONS AND REMOVAL PLAN - PHASE S
JUNE 2011
EX9
E)a61NG CONDITIONS AND REMOVAL PLAN - PHASE 6
NINE 2011
EK7
EXISTING CONDITIONS AND REMOVAL PLAN - PHASE 7
JIJNE 2011
G1
LAYOUT AND FINISH GRADE PUN - PHASE 1
JUNE 2011
02
LAYOUT AND FINISH GRACE PLAN - PHASE 2A AND 2B
NINE 2011
G3
LAYOUT AND FINISH GRADE PLAN - PHASE 3
11UNE 2011
G&I
LAYOUT AND FINISH GRADE PLAN - PHASE 4A AND 48 (SHEET 1 OF 2)
JUNE 2011
OL2
LAYOUT AND FINISH GRADE PLAN - PHASE 4A (SHEET 2 OF 2)
JUNE 2011
GB
LAYOUT AND FINISH GRADE: PLAN - PHASE 5
JUNE 2011
GB
LAYOUT AND FINISH GRADE RAN - PHASE 6
JUNE 2011
67
LAYOUT AND FLASH GRADE PLAN - PHASE 7
JUNE 2011
ECD1
FROSON AND SEDIMENT CONTROL NOTES AND DETAILS
JUNE 2011
D1
TYPICAL SECTIONS AND PAVING DETAILS
DUNE 2011
"I
MARKING PLAN - PHASE i
JUNE 20ii
M2
MARKING PLAN - PHASE 2A AND 28
JUNE 2011
MS
MAUONG PLAN - PHASE 3
JUNE 2011
MA1
MARLING PLAN - PHASE 4A AND 4B(SHEET 1 OF
JUNE 2011
M4.2
MARIONC PLAN - PHASE 4A (SHEET 2 OF 2)
JUNE 2011
M5
MARKING PLAN - PHASE 8
JUNE 0011
NB
A1A100 0 PLAN - PHASE 5
JUNE R01I
1.f7
MARKING PLAN - PHASE 7
XNE 2011
DRAWING
TITLE OF DRAWNG
DATE
l>.
LIGHTING LAYOUT AND CIRCUIT PLAN - PHASE 1
JUNE 20N
L2
U(iMNO LAYOUT AND CIRCUIT PLAN - PHASE 2A AND 213
JUNE 2011
L3.1
LIGHTING LAYOUT AND CIRCUIT PLAN - PHASE 3
JUNE 2011
L3.2
LIGHTING LAYOUT AND CIRCUIT PLAN - PHASE 3A
JUTE 2011
L4.1
LIGHTING LA)VUT AND CIRWTT PLAN - PHASE 4A AND 48 (SHEET 1 OF 2)
JUNE 2011
L4.2
LIGHTING LAYOUT AND CIRCUIT PLAN - PHASE 4A AND. 484WEET-2 OF 2)
' JUNE 2011
L.5
LIGHTING LAYOUY AND CLRWIT'PLAN - PHASE 5
JUNE 20M
LB
LIGHTING LAYOUT AND CIRCUIT PLAN - PHASE 8
JUNE =1
L7
LIGHTING LAYOUT AND CIRWIT PLAN - PHAsi: 7
JUNE 2011
LHI
LIGHTING HOIAERUN LAYOUT
JUNE 2011
LCI
LIGHTING SCHEMATIC - CNROJIT 'B-WEST AND 'f
ME 2011
LC2
LIGHTING SGEIRATIC - CIRCUIT 'A-C'
JJNE 2011
LC31
LIGHTING SCHEMATIC - CIRWR'8---G-L-N'
JUNE 2011
LD1
LIGHTING DETAILS (SHEET T OF 2)
JLJNE 2011
LD2
LIGHTING DETAILS (SHEET 2 OF 2)
JUNE.2011
X1
CROSS SECTIONS - TAXIWAY-6 SOUTH (SHEET 1 OF 2)
uNE 2011
X2
CROSS SF_CTIONS - TAXIWAY B SOUTH (SHEET 2 OF 2)
JNE 2011
X3
CROS4 SECTIONS - TAXIWAY 9 NORTH (SHEET 1 OF 3)
JLUE 2011
X4
CROSS SECTIONS - TAXIWAY 8 NORTH (SHEET 2 OF 3)
Jl1NE 2DII
XB
CROSS SECTIONS - TAXIWAY B NORTH (SLEET 3 OF 3)
JUNE 2011
XS
CROSS SECTIONS - TAXIWAY C (SHEET 1 OF 21
JUNE 2011
X7
CROSS SEGTIOS - TAXIWAY C (SHPFT 2 OF 2)
' JUKE 2011
XS
CROSS SECTIONS - TAXIWAYS J AND G
JUNE 2011
AIRFIR n I lr.WTIAIG VAIII T RFHARII ITATIm—Rill 4zi m YI II F in
LIST OF DRAWINGS
DRAWING
TITLE OF DRAWING
DATE
E-1
ELECTRICAL NOTES, LEGENDS, SCHEDULES
JUKE 2DN
E-2
ELE=iOAL VAULT PLANS
JIVE 2011
E-3
ELECTNICAL FIBER & COMMUNICATIONS PLAN
JUNE =1
E-4
ELECTRICAL 1,17E PLAN
TUNE 2911
E- 6
EECTRC.L FIBER COMMUNICATIONS DETAILS
JUKE 2011
E-6
I ELECTRICAL 6LOLX DIAOKAM OF VAULT EOUIPMEM
JUNE 2011
E-7
ELECTRICAL BLOCK DIAGRAM OF ATCT ECUPMENT
JUNE.2011
E-S
ELECTRICAL RCN & MCMM#ll WIRING DIAGRAM
.JUNE 2011
E-9
ELECTRCAL - DETALS & CCR RISER
DUNE 2011
E-10
ELECTRICAL - TdJCNBCREEN LAYOUT
,UNE 2DII
E-11
ELECTRICAL TOWER ENCLOSURE ASSEMBLY
JUNE 2011
M-1
AIRFIELD JJGHTINC & VAULT REHMiLITATION
JUNE 20.11
z
0
V)
5;LJ
C
of
LLi
o ¢ O�
0Z N(=�
Z
Z¢ p U' Q to
z2 Qz
Z I--
Q f=
o Z
z� Unf
Ld
Jcis CL
X
N
%k C 0/
SS
} 07997� I _
g `.
JUKE 2011
Style
NONE
0 arm f0c
Checked ABM
Project Na
3301-taG4
Al

HORIZONTAL AND VERTICAL CONTROL
9�
CONTRACTOR SHALL USE NORTH CAROUNA GEODETIC SURVEY MONUMENT
'ILM A' AS PRIMARY CONTROL POINT FOR THE PROJECT.
CONTRACTOR SHALL USE TEMPORARY BENCH MARKS AS SHOWN IN THE
TABLE THIS SHEET AND ON SURVEY CONTROL PLAN SHEETS S1 TO S3.
PROJECT SAFETY PLAN NOTES: ec
500 250 0 500 1000 1500 O ' O
1. SEE SHEET A3 FOR SAFETY PLAN NOTES, LIGHTED
BARRICADE AND RUNWAY CLOSURE CROSS DETAILS, i L]
SCALE IN FEET
2. SEE SHEETS A4-A8 FOR PHASING SAFETY PLANS c`
AND LOCATIONS OF LIGHTED BARRICADES 1 500'
3. ACCESS TO AIR TRAFFIC CONTROL TOWER IS
' CONTROLLED BY AND SHALL BE CLOSELY
COORDINATED WITH FAA.
WACLOSURE CROSS TO BE r D
4. PAVEMENT REHABILITATION, TAPER/FILLET WIDENING, RUNYPLACED DU NO PHASE 3a. 4A..LB. , 7
AND ASSOCIAIEU LIGHTING/SIGN MODIFICATIONS MAY i �Z RUNWAY CLOSURE PERIOD.
BE OCCURRING SIMULTANEOUSLY WITH THIS PROJECT /•/ 4 z e`-T
ON TAXIWAYS A. D, H, AND F. SEE PROJECT
SPECIAL PROMSIONS. �,I g0W T O e
u
(7 3
P.
i14 U � c
I
0
O Q'
J / 4
r
'
CONTROL POINT
NORTHING
EASTING
ELEVATION
TYPE
NCGS ILM 'A°
189757.08
2332699.40
26.29
MONUMENT
RWY 6 END
1=11.87
2329268.29
21.06
PK NAIL # 4128
TBM 2
188154.42
2329053.07
17.33
REBAR & CAP #29
TBM 3
188884.27
2328876.17
22.69
REBAR & CAP #17
TBM 4
189260.54
2329291.05
26.01
REBAR & CAP #18
TBM 5
189944.86
2330084.12
25.46
REBAR & CAP #19
TBM 6
190248.91
2330515.12
2B.10
REBAR & CAP #20
TT9M 7
190733.46
2330945.62
28.18
REBAR & CAP 021
TBM 8
191018.04
2331438.88
27.12
REBAR & CAP #22
TBM 9
191790.49
2332348.82
23.04
REBAR & CAP #23
TBM 10
192468.91
2333133.18
20.10
REBAR & CAP #24
TEM 11
193115.76
2333580.05
15.42
REBAR & CAP #25
TBM 12
194D28.47
2334525.98
15.78
REBAR & CAP #4128
RWY 24 END
193503.95
2335200.U8
2U.15
PK NAIL #5i23
TBM 14
191083.85
2331302.00
26.72
REBAR & CAP #14
TBM 15
192266.22
2330888.57
27.08
REBAR & CAP #13
78M 16 1
191266.68
1 2330231.24
1 28.60
IRS #8
z In
Z
O
ILL
a
�5
o
t a BARRICADES FOR WORK 6! AREA 7..
J� Y NO CONSTRUCTION TRAFFIC
SHALL NOVE THRU THE
� TERMINAL AREA c fr, f �•
i i I o w
oo AWa fl '' ff i I o C5
RAM
•� .Ads �` �� % 6JBM 1� ° D Qd 0 ON
• CL
CONTRACTOR'S ACCESS PONT i r \ ® 0 ¢ ¢ W }
/ PHASE 7 GATE AS • J' \ \ca 8 ° O CJ Q Q LL
J / �� o a Q / • ! r. rU i �' ` }� 1 IDOS LNG Z Ix Q. X ILL.
O
��' • F ' �. f �/" a, GRAVEL U'
ODNTHACMWS ACCESS PGWT - DOr f O ACCESS ROwD d (--•
TERMINAL BUILDInC c ! frf �"� \r� / j PERIMETER M Z F
LLI
S,a PHASE 1, 2, 3, AND 3A SI NOT AREA
% ✓___ ' , • C `� �I ? Z Q p W GATE A3 ANY TIME AIR CARRIER RAMP _. ____ -_ F �l /' - - _ _ - _ _ _ O U
_ , ,, _
M _' j________________ TOM 12� ' -7
'3--"'_____ "-'r"-' __"_--------- l - ri C B TWY I U' g U
\ e i ° _- -- _�BM 10 a M i / Z 7 Li1 M
L © ( LEASTING
OCALIZER I a
pSTWG MALSR C' J
}Fa-
--_-ROFA_.--.-� _ .__. ._�. S e _-.-N"i)tS�•-•--" _
- - ' --'-----------------RSA----'----
- -------------��--------- . -----RSA ---------; ------ ---�--;---��--ly- --------------P.SA---- _ -- -- -- ------ I T'
X
EASTING/ ___ �� --cam^ _ END ' Q
ANTENNA `� _... ..... -.__. .:�/ ___ !r - - -- -_ - SP-
�' % 1
I ��C _.-."Ys�. _.. L,- +�+ �-,� J-•RUNWAY8-14-'-
r
r
-f�J
` T ,.,,,. -. r � .� �'...- ..^ ..LER AND
w ' �.� � , �� 4 CONTRACTOR'S STAGING MAREA
-.-.,..-.-,.._...�-.--w. -,-. �.
, r � 1 /J
�RWY i END-_----_---L _J __-� __----_ ,� SEE PRDOJECT
----------- - -___J .1-_ _ r.-1-___ ____ --..-_.___PSa___-�__.-__- ___ ____________- __ ___ ,�p�__..- _______.._ --7;RITC•AL�AREr
u '
\ LOCALTZER CRITICAL _ ( oSN RtY
_ _ _ _r_ Y __ CONTRACTOR'S ACCESS
AREA --._ _._-._ _.__.- _._ -J- 1 _-Fr_ '.--._-. -.- _-.--.--.-_.ROFA-_.--.----__-.- _.--. - __ -- _._-._--n00FAP-.-_.--.--.J ,.•A,
GLIDE SLOPE ( POINT PHASE 4A, 4B, SS! •9 °\
1 R'.iA---•-•«-� -- _ --.- % ! � [�l �� "- - CAmC6tFR�A 5. AND 6 THROUGH 5
�NN�'/ 49. AND 7 EXI571N0 GATE.
,1 I�¶D`•^'- A / =;J'�3 3A AY CLOSURE CROSS Y L PLACED HOD. PHASE RUNWAY CLOSURE CROSS TOO BE PLACED DURING PHASE
1 I RUNWAY CLOSURE PERIOD. q _
I 1 rd4 7 1 / if AIRFIELD ELECTRICAL VAULT - REPLACE t. u S. AND s RUNWAY CLOSURE PERIOD. > O A° c9✓'//
RUNWAY CLOSURE CRO58 TO BE I` f � AIRFIELD LIGHTING REGULATORS AND PAANS. O e o 0 0 0 6 • s��`yGI P
PLACED DURING PHASE 1. l i f -J \\�(,,�\ q
( dL& RUNWAY CLOSURE PEWOO. 1 ^- r ` ILM 'A'
'i:'ii �r _ \ 1 NORTH KFRR AVF-
\ %f
r�i, ; p \ ❑ O ❑r?C11O D Uo'D 11 Oct
ATCT - REPLACE AIRFIELD \v/ S.M.
�4,1.r' LIGHTING CONTROL PAFEY.
SEE NOTE 3. p Orcvm
VA PCC
ACCESS ROUTE 70 VAULT
- `o_ l LEGEND cn.d°.a aIw
' :``GYA% . . . . . . CONTRACTORS HAUL ROUTE Project Na
\ " AGATE 3301-1C04
®.__ CONTROL. PONT Shoe! N.
� a �T� DRlVE °____.____J PHASE AREA
ALTERNATE ACCESS ROUTE TO WORK ri11HW RUNWAY SAFETY AREA A 2
VAULT UPON APPPRROVAL\`BY' \
PHASE
SHEET LOCATIONS
1
A4, EX1, G7, Mt, L1
2A & 20
A4, EX2, G2, M2, L2
3
A5, EX3.1, G3, M3, L3.1
3A
A5, EX3.2, L3.2
4A
AS, EX4.1, EX4.2, G4.1, G4.2, M4.1, M4.2, L4.1, L4.2
4B
AS. EX4.1, EX4.2, G4.1, G4.2, M4.1, M4.2, L4.1, L4.2
5
A7, EX5, G5, M5, L5
fi
AS, EX6, G6, MS. L6
7
AS, EX7, G7, M7, L7

— RSA
-1.5% GRADE ALIGNMENT: B-Sou -- • • • " ' • ' _
ALIGNMENT:B-Sou SHOULDER STA12+35.39 •d , , r
STA:9+45.16 TA%I�W�Ya nR FrT FREE AREA _ OFF: 0'L _
24.0
'••.+
v
M/c?ON'• STiNG'GR¢OE
ai
r
2 . ..� cam'; & - s r.. •'' - a �.: �:�,1
- gcB4`'0 ti '..a°s �3_ 25.0 -._� • 25.5
-LGN T. ut ` —-_�- TAXIWAY B `OBJECT FREE ARE.
ALIGNMENT.B-South__ £TA'.7• Zn'
--M7+3 OFF-
3783'
9
33R ALIGNMENT.B-South
OFF:54.64'R TRANSITION FROM -2% TO STA:10+85.99 -1.5% GRADE
-1.5% STA. 10+50-11+00 R OFF.57.50'R SHOULDER
.Al InUUm .o-e-Ak SHOULDER
STA:7+38.04
OFF. 74 5B'R
PROPOSED HANDHOLE. SEE SHEET
L1 AND LD2
RUNWAY 6-24 OBJECT FREE AREA
•:: '.';'r "; - AUGNMENT:B-South
STA:3+82.82
1 j
i pJ• lIN
-;,•R,' : RSA o RUNWAY 6-R2S4ASAFETY AREA
UGNMENT:B-South
STA:2+21A5
OFF:74.85'R
•+;,�`•=, EXISTING ELECTRICAL MANHOLE TO
'•:''.
.:o - '-'1,,' ` BE RAISED. SEE DETAIL A ON
N:. SHEET LDi.
' 0.8% GRADE
SHOULDER
.., .:' •�: '• .• s"• MATCH EXISTING GRADE (TYP.)
R: 126'
AIJGNMENT:B-South
OFF:I'64.65'R
. .I.•.:5--
,�.'"' _ �_ - yr•
T. n�3
GENERAL NOTES,
1. PROPOSED CONTOURS ARE FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL PAVING.
2. SEE SHEETS L7-L7 AND LD7-LD2 FOR TAXIWAY LIGHTING LAYOUT AND DETAILS.
3. SEE SHEET D7 FOR TYPICAL SECTIONS AND PAVING DETAILS.
4, FOR CROSS SECTIONS SEE SHEETS X1-X&
5. SHOULDER/TAPER GRADES SHOWN ARE PERPENDICULAR TO TAXIWAY EDGE.
LEGEND
EXISTING CONTOUR
25.0
PROPOSED CONTOUR
25.0
EXISTING CONCRETE PAVEMENT
n a.
EXISTING BITUMINOUS PAVEMENT
.'' �'••"': -
EXISTING ELECTRICAL BOX
©.
EXISTING DUCT
EXISTING HANDHOLE
PROPOSED HANDHOLE
RUNWAY SAFETY AREA
RSA
LIMITS OF DISTURBANCE
— — — — — —
PROPOSED SHOULDER PAVEMENT
PROPOSED TAPER WIDENING PAVEMENT
EXISTING TAXIWAY PAVEMENT TO BE USED AS
SHOULDER PAVEMENT
40 20 0 40 80 120
SCALE IN FEET
1 "= 40'
to
0 �
0
z (Z 0 O_
O
z v jQ Q
FF a3 �r
zO VQ i�
Z ~ 0ZS
p ¢Z 0
O to a Z
o m Ui Q
? -j W F-
3E do- 0
�i Q Fa
?r J
X
F
ll
a
01997�jX, j
Mt.
JUNE 2D11
W.
V-40'
lrowA
PCC
:hacked
ABM
�rojee! Nn
3701-1004
G1

L_ L_
81.
Z ul
GENERAL NOTES-
1. PROPOSED CONTOURS ARE FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL PAVING.
2. SEE SHEETS L1-L7 AND L01-LD2 FOR TAXIWAY LIGHTING LAYOUT AND DETAjLS.
3, SEE SHEET DI FOR TYPICAL SECTIONS AND PAVING DETAILS.
4. FOR CROSS SECTIONS SEE SHEETS XI-X8.
Q$
5. SHOULDER/TAPER GRADES SHOWN ARE PERPENDICULAR TO TAXIWAY EDGE.
v.ve
ce
Z7.
w
d
b 7
Q9.
�7_f Jo
6,
cl.
E.
TAXIWAY B
STA*4+61.49
OFF:85.00'L
RUNWAY 6-24 OBJECT FREE
OFF.8&OO'L
RUNWAY 6-24 SAFETY AREA
RSA
4
4.
-"INN'
_"It"IN STORM DRAIN
18" MANHOLE RIM
MP EL 21.40 INV.
EL 16.74
TEMPORARY
DROP INLET
)aSTING INLET PROTECTION
GRATE EL 22.03
INV. EL. 18.42
F-1
RSA
—EXISTING HANDHOLE TO BE RAISED.
STA. 2+25.00
OFF.85.00'R
EXISTING HANDHOLE TO BE RAISED.
- R: 13V
LEGEND
EXISTING CONTOUR
__25.0
PROPOSED CONTOUR
_25.0—
EXISTING CONCRETE PAVEMENT
a.
EXISTING BITUMINOUS PAVEMENT
EXISTING ELECTRICAL BOX
EXISTING DUCT
EXISTING HANDHOLE
RUNWAY SAFETY AREA
RSA
LIMITS OF DISTURBANCE
PROPOSED SHOULDER PAVEMENT
PROPOSED TAPER WIDENING PAVEMENT
40 20 0 40 80 120
SCALE IN FEET
1'- 40'
0 7
Date
AINIF. 2011
S-1.
Drawn
Pcc
Checked
AaW
Protest Na 3MI-1004
G2

e •�-
' v .:v a ..v ,.
a'I
m°.. '-q 'vv
.. a•
•,
•. > b b.
y _
V
-1.5% GRADE
SHOULDER
STA:21+8221
.v,
v� . a. ..
' •y .27.0
•��.. . '�'�e:':r:i
.. .. _�`� T.G
Amy
_ —
r
ix iaGla
�a . ER7STT
Er "•TAXLV Y:�
.
N�.
!
r W
i•
s :F. T• �}D��J•'
�••, '`' "1•
A
f i- �.Z0.'Y�"
� 2
-• dI t'1
�� 5 Y.
A6GNMIENOt TAXIWAY B OBJECT FREE AREA
-
STA:18+88.24
-1.5% GRADE
OFF:57.50`R TRANSITION FROM -1.5% TO
-259: GRADE
SHOULDER
-2.5% STA. 19+00-20+00 R
SHOULDER
SHOULDER
f1-5ou46: .''
RUNWAY 8-24 OBJECT FREE AREA
GENERAL NOTES:
1. PROPOSED CONTOURS ARE FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL PAVING.
2. SEE SHEETS L1-L7 AND LDI-LO2 FOR TAXIWAY LIGHTING LAYOUT AND DETAILS.
3. SEE SHEET D1 FOR TYPICAL SECTIONS AND PAVING DETAILS.
4. FOR CROSS SECTIONS SEE SHEETS Xt-X8.
5. SHOULDER/TAPER GRADES SHOWN ARE PERPENDICULAR TO TAXIWAY EDGE.
LEGEND
EXISTING CONTOUR
-25.0
PROPOSED CONTOUR
25.0
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING ELECTRICAL BOX
O
EXISTING DUCT
EXISTING HANDHOLE
RUNWAY SAFETY AREA,
RSA
LIMITS OF DISTURBANCE
— — — — — —
PROPOSED SHOULDER PAVEMENT
PROPOSED TAPER WIDENING PAVEMENT
40 20 0 40 80 is
SCALE IN FEET
1"_ 40•
vi
Of
o i
as =
Z to a
a � C3 w
a <
ocr �
x
{9 Q S
LLI
Z t7 I- _ Q
Z
Qz li Z CZ)
Z �a Z
Z
Q
Z -j lyj H
J
x
ta-
:^
2
'Gsl. a •µ0`,P
.e.N.un.
Dote
JIINE 2011
Scale t��qp• _
D—
Pre
Checked
AU
Project No
3307-7U04
r 7

." I�' •� : f '. .a, .... a,'1 : '��` LIGNMENT:C-East
R: 36 STA:53+12.74 ' OFF 6&BeR
•.h;�y GENERAL NOTES: M
-'.k%:',:,:-.':..:.i::'.;-.:• t+ •, :,:... . GDIMENT:O-East h•=•1 i n
o A'"• -•'• ,.,., -�(+ ry'SiA:52+91.19 1. PROPOSED CONTOURS ARE FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL PAVING.
OFF 57.50'R LJ a
,j._+•i•:'fi' .'':p! •. '">•' : ':.' } ,� 2 SEE SHEETS L1-L7 AND LD1-CD2 FOR TAXIWAY LIGHTING LAYOUT AND DETAILS.
' '.fir'.. Poi z
•.''.• - / 3, SEE SHEET Dl FOR TYPICAL SECTIONS AND PAVING DETAILS. PM�•Q�'•} 8 a
..•. - - •...SNa• \
:�• \ EXISTING HANDHOLE TO BE RAISED. 4, FOR CROSS SECTIONS SEE SHEETS Xl-X8. C) 3
- SHOWN
:' O: :• S WN PERPENDICULAR TO TAXRV
ti
5. SHOULDER)TAPER GRADES AREAY EDGE
x 5'- R
SUNG HANDHOLE TO BE RASED_ _
w B
Ll
T Q
zy
W y
�y�
i4 W 51:
F'�y 7 d
((`[I
ro r \ ZR GR E .
•5 �- F
•O
I C7 UI
i. SH-
OUL R
I..J
r
y-
A /
L
x•
r
r-
0
MENT AucN .
52 6.64
/ 2
sra+2
0 • 57 60'L - FF.
ar
's
1— i,
GNMENT:C-East VAIJ _
STA:52+56.58
Q:
OFF 85.28'L \ �• . , _ .;/
,
�.
+ ' -
EXISTING
\ S
5
_ -c9
HA OLE 7O NDH
s
, E RAISED.
0
s
;'i , ,i . •:' � � \ _ _ .�' k 4 �. _ 28 -2R GRADE � vi 5s
•,y •'i .' SHOULDER I.0
fP ' e.
-S
T
a
,y Q *a
'•i
s
Q
3•
I�
W
.'•r-• Q. It
Y,
i . �:5 '• 40 20 0 40 BO 120
n 4� GRADE
Ld
SHOULDER \ "\ • _ - i a3• `� 0
u T S+ `` SCALE IN FEET C4
•':'•:; 3 Eli e-'~': _ _
o O '-
`\ �• ..
•' ` S, ' = b.-.' \ ALJG MENT�East \ �`�� ¢ of W w
'! •3 ` 3.. 2 \ _ ``.. _ ':,� • p,' STA: ;45•F40.� Z
�\r r.. •' J �i5- '?�- Y.s. -,�C :5 .50 F i'� Lj
a 3 co to
:,. .�v, Wit' � / -'4' 'r. •:4.- _ _ \ ` 1 _z,.D �-� z Z "� Iml: °�°
�• \ \, ti _ \ �� T �o Z z zo o
TEMPORARY S z
ROCK INLET \ F Q
+!. / PROTECTION + s •a' \ \\ z U '� 0
O Z
• i.::,.;� :B-North ALIGNMENT:C-E.uj Q Q
a+ ILIALIGNMENT STA:46+2&34\ \ i c� U •d'
�,;' • STA:52+39.24 .''P' SSE 48. LOUTS':._- `3 ..•-wit.::.: •iY J W 1-
OFF16&73R OFF:57.50'L '\ -:'?�' _ \ '//\\\ ?
EXISTING 30" FES _ - ?AA 4A• WAt1T$' "''" - - \ � `/--\ g � m d � W
uj
INV. EL. 2522 }.:.'. ; :: R• Q O
R: 85'
�r
a-
-1.5R GRADE
1.', i
/ ti .��, X
�✓ :'•:•.tt;•' : - \ �1 ALIGNMENT. - _ �a.�
SHOULDER STING 30' RCP WITH / / - •""'"'._ \
.) .J E� T / / • �. � �:-�•r. •Li:•" ;+ •.'3: .. `+.•:r-'•-'S•S-.•i \ Q
-6 A51+5&39 G AXIWAY B OBJECT FREE AREA
_ F-
FIBER LASS -OTTER R: 73'
:57 - OFF ,5
ALI
Xw._
_�
0 V
•48 3 - /�-
�9
STa +49.2
dy
57 -.50' � ..lA • a BFF• R K.
_ 1
(())
Ht
i .•
•, :x ., a .. ..�
•
6 •: jJ-
4
.yam:
- I -
S' I
:3
.. t•
i
i
- r
.�t
_ 5
- S>• .- } .5 { C� 0�y974
_ t -: �t• _ o /
l .0 st 0:
i
P
0
_ ?•C 6 E
Ri
5 1. ,, .};.. •_ _. :. ':•. ..' : >• ; _, . • :.•. T' 1:1 TiNG'' • "•T'YP.�r � �.'• -. Ct'f` 5 P
• i.
s'
5W-'0 �.
5
----+�; ,
- I
rti pp
.}r
o - f -
o •.r.
t-
Oate
"r.
W
IU E 1
pppp N Za 1
'•4
U
f.:
o� 't f1O •` `k'r .
I
- ' •PdA '•i TC4{• . cR _ -0
.o
.r }3}
i.
` v. -
/ Oro :Y
PCC
,
I _ A? VE: Nr • 1
8 - - : ur`. - 5 ' •i -' ABM
0 T�q
- _ IIN��X � NCR P {{
_ :t
C
w �
3 Q5•
b
Pry Nav k
et
- W
.� 3 —7
ort 0 z.; r s
301 004
G MEN r8=N .�
N 30.
y 1, ;e, �,.,.-• _
�52+18.14 � .0 � �v,�'4• — � � � — � / � ,^ �5' - F�14 - _ i 7.��_--" .i• ax5.�, sheet No.
i ' • .° 2?' DFPo57.50'L-1.5ZGR � /I l_.�
.• •' � AU MENT:B-North S ULDER--EEypnCAL-1lLL7tL G. ELECTRICAL MANHOLE TO ` ti , � .._ — a�5 � - 7
FIBERGLASS LINER TAXIWAY 8 � � G 4.1
LEGEND
EXISTINGCONTOUR EXI
25.0
PROPOSED CONTOUR
25.0
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING ELECTRICAL BOX
EXISTING DUCT
EXISTING HANDHOLE
RUNWAY SAFETY AREA
RSA
LIMITS OF DISTURBANCE
— — — — — —
PROPOSEO SHOULDER PAVEMENT
';.+,;.': ':

GENERAL NOTES:
1. PROPOSED CONTOURS ARE FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL PAVING.
2. SEE SHEETS 1.1-1-7 AND LDt—LD2 FOR TAXIWAY LIGHTING LAYOUT AND DETAILS.
3. SEE SHEET D1 FOR TYPICAL SECTIONS AND PAVING DETAILS.
4- FOR CROSS SECTIONS SEE SHEETS XI-XB.
5- SHOULDER/TAPER GRADES SHOWN ARE PERPENDICULAR TO TAXIWAY EDGE.
TAXIWAY B. OBJECT FREE AREA
_ _TAXIWAY B OBJECT FREE AREA _
RUNWAY 6-24 OBJECT FREE AREA
LEGEND
EXISTING CONTOUR
25.0-
PROPOSED CONTOUR
25.0
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
-; ''•: ""."
EXISTING ELECTRICAL BOX
LEA
EXISTING DUCT
EXISTING HANDHOLE
RUNWAY SAFETY AREA
RSA
LIMITS OF DISTURBANCE
— — — — — —
PROPOSED SHOULDER PAVEMENT
"
40 20 0 40 60 120
SCALE IN FEET
1"= 40'
V)
K
W N �
aQ 0, JN
� V1O 0_ LL
O� �J WO
Z V � - Q �
0 X W
zo c9a =r
W Z O~ �v
Z F QQ W
Z 0
C7 U� QQ
z -j ma F-a
X
Q
F
I
DV3 �// j
NE� r
9 �CV
)ate
JUNE 2011
Icole
>rawn
PCC
;hocked
ABM
Poj i N0.
3701-1004
;heat Na A
G4. 2

STA:
9j SHOULDER
-110 �/a
`\ -s`+
TAXIWAY B OBJECT FREE AREA
----------
:�:
-;: rN _ '�.•. 3:3Z.5;•r.•-` - '-K•. .k!-' di•: i•"
r-•
'INV. EL"15. �•'.+• '•.- - _ - .-0,8_ - - -�•:.:
to _ M12 �#Q
ALIGNMENT:B No •.• -.• ' ti ' -• � `
STA. 20B ...B EX.STIN
. i - . J!., I. • :-aL'f�' ::TA)4WA�.,� ' �,r' ? • : e s ~
OFF .28'R EL 18.57 - .i.. - 'L' - :�3!•--•.�, :-,+,NMEf•{$-
AMPORARY v r, - S� �- - - to • .. NGTH' - FF`: 3f.02'L: , `' :' : •r .z Qy+, " :•'
m :y :FJ-P 7Aa1CM;ESp5i1NGJ¢Bl ��iYp:
ALIGNMENT:B Nor1 + _ 4�
STA:28+2395-°ROCK IN r ; �.,: - ' N TAPER.N DENING;T•`:-_
PROTECTION • �`: • •.• :•:': •':.�. . • - .,
OFF:7225'R
TRANSITION FROM -5% TO �--; y,- •: •' "4'; -:e. • �+ "g;0 '
-3% STA. 29+5D-31+00 R r • • ` -
SHOULDER
-3% GRADE -5% GRADE TWAY B
�/ -�- •:: •• s'
SHOUTAER ALIGNMENT:B-North SHOULDER / •'•.: ::•:L.'. ALIGNMENT:B - - OBJECT FREE AREA _
O` _ .. __ '28.5_'`M -•�<+ 2ri8.�.- $ _• ","�tqq' '•`•''• .- . MATCH :E`XISTNG .-• -.:. < /'/- /• 180' STA:23+7D.2
STA:30+39.89 OFF:53.23'L 4 AUGNMENT:B-No
FF:57.50R®� R.2DO'
STA: 21+Ok46
2Q0 E T: - orthOFF: 57.501
GRADE VARIESW. STA 25+14.72 GNMENT:B-North
-1% TO 0.8% OFF.73.55L STA:23+70.96
. , .. RBI cTucNrru
-- -- --..
222
' • • .' ._r. ,J::u"`. -t 1Qd •19'�•' / - orth
�' • R;:- � ALIGNMENT: B N
' ... (y - STA:25+15.•59
YMEN3`B,=Nbr3h'.'.,,,..-' . x .; M T.B-North
5 A �'M'B_N' s,R•:200'• q7 . A 26+76.06 OFF:53.56L
.- t IINAY;B. '
:' , fi; •: ,:.: r'•: R3782'R: .a 2�'R ': ,.•s•'• TRANSITION FROM -5% TO
-2% STA. 24+50-26+50 L
:,
7
R - y :•' ,', - g SHOULDER
•-TLC ' ii ti
9 6 x • ATCIi: EXISTING?GR.E'
•: Q t.L
s•
O
•IL
G E o AU NM NT:B-N rth
i -
33'
- •1� •MEN • G - '4;..
OFF:57. L
`,;
"+•L: - 'r`' :.OFFe 34'L• - -2% GRADE
- R: BO
_ in SHOULDER
..�•._ -cam. -~. .;n: GNNIENT G
TAXIWAY B OBJECT FREE AREA ALIGNMENT: B-N .q''-Y' •: 511'-3+58.85
RUNWKY� 24 OBJECT FREE AREA �1'A:36 £6.09 • '^'=• ` OFFc6D.52'R _ _ T RUNWAY 8-. 4 OBJECT FREE AREA
w TEMPORARY
-4% GRADE EXISTI 24' P .x..w; : '•: 'o DROP INLET
SHOULDER INV. EL 14.66 PROTECTION
EXISTING 24" PVC l..y+it ...,r• ':.
INV. EL. 14.80 -
• _ .''� _' • , '� EXISTING INLET
• GRATE EL 17.60
R. 167 ":• ' tii- \\ INVMT INACCESSIBLE
TEMPORARY SILT `+1,c •� . ,J R: ¢7QQ \\
FENCE t;, ?>:,,•°, ''-'.'- - \ � \
RUNWAY 6-24 SAFETY AREA
RSA RSA RSA RSA RiA \ \� RSA
ALIGNM T: \\\\
STA:2+ .75 x.'•+, AUGNMEERP{T G
OFF:79 70'L r • .:'::. �.:, ":' STA:2+2.9�96
:`Y�'- o• :1' OFFi87.37'RR
;o
-4-'^ '•.ems-='rt.:.< _ _
'.1iS�'� •-�•-,�_"%`�:.a• s�73�G:-rd-.r�•^u'�'•:.axs-
'R WA
i• -
.ts ,. •
GENERAL NOTES:
1. PROPOSED CONTOURS ARE FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL PAVING.
2. SEE SHEETS L7 L7 AND LD7 LD2 FOR TAXIWAY LIGHTING LAYOUT AND DETAILS,
3. SEE SHEET D1 FOR TYPICAL SECTIONS AND PAVING DETAILS.
4. FOR CROSS SECTIONS SEE SHEETS X1-X8.
5. SHOULDER/TAPER GRADES SHOWN ARE PERPENDICULAR TO TAXIWAY EDGE.
LEGEND
EXISTING CONTOUR
25.0 -
PROPOSED CONTOUR
25.0
EXISTING CONCRETE PAVEMENT
.- J
EXISTING BITUMINOUS PAVEMENT
L-" J'•-''': • `
EXISTING ELECTRICAL BOX
LEJ
EXISTING DUCT
EXISTING HANDHOLE
RUNWAY SAFETY AREA
RSA
LIMITS OF DISTURBANCE
- - - - - -
PROPOSED SHOULDER PAVEMENT
PROPOSED TAPER WIDENING PAVEMENT
EXISTING TAXIWAY PAVEMENT TD BE USED AS
SHOULDER PAVEMENT
40 20 0 40 BD 120
SCALE IN FEET
1._ 4.0'
N
0:
jI
Z
d Q =F J
Ir 7 rn CL
�o o� w
QU >� Q
O d- �N
oc c� a = w
ix� L7~ Z6
Zzo¢ as
C9 0
0
z
ME vI Q
? -I w F
0] a
J
X
F
= O2a974f r i
a"'y'561✓bNEIIF�vi�
Iat.
DUNE 2011
pawn -�
ACC
:hwkee
Ram
ro Nb-
330I-1004
:hest Na
I

TAXIWAY B OBJECT FREE AREA--
i
Wµ
hfrl 1~
17ti:
T9+bo fQ
'o .
� 4
r� -DLL. • . '
Yi+ r -acsf
F
aiAo I?YP
w-
Y 7
a
------------
� 55
�_- - -17.0 _ _ _ _ _AIIGN-N.0 .
TAXIWAY B OBJECT FREE AREA STA:11+05.61 � •�
OFF.37:14'r GNMEN B-North- _1
STA:11+00.80
-5% GRADE OFF:57.50'L ALIGNMENT B-North
SHOULDER STA:8+44.80 R. 165'J
OFF:54.27L R: 145'
EXISTING INV. EL. 4.21 TEMPORARY I
EXISTING INV. EL 4.20 ROCK INLET
EXISTING INV. EL 4.74 PROTECTION
-5X GRADE
vnm
SHOULDER
TAXIWAY B OBJECT FREE AREA EXISTING
7.0
•
T • E ONG•- DE • TYP.' '
• FAXt
�-"-5
-ice--`.
•
t
�oli', a
.
:2D 'u• 'S-1s+o0
•i8+ QQ
+i7 pp
m'
t -
-n
in°, • '-,
.CkI�EXIShNG •�RAOE't;TYPAK
..-r-
•� _�`_' ';ITB„�i^+r-� _ .-r __ mn �T
ems.. a. _ ;�S
�--- 5
,.ash 1 .5
�-----•-17.0 - -��_
- -�
TAXIWAY B OBJECT FREE AREA -
-
-5X GRADE
SHOULDER
EXISTING INV. EL. 3.83
EXISTING INV. EL. 4.53
EXISTING CONTOUR
25.0
PROPOSED CONTOUR
EXISTING CONCRETE CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING ELECTRICAL BOX
EXISTING DUCT
EXISTING HANDHOLE
0
EXISTING RUNWAY/TAXIWAY SIGNAGE
RUNWAY SAFETY AREA
RSA
LIMITS OF DISTURBANCE
- - - - -
PROPOSED SHOULDER PAVEMENT
PROPOSED TAPER WIDENING PAVEMENT
EXISTING TAXIWAY PAVEMENT TO BE USED AS
GENERAL NOTES:
1. PROPOSED CONTOURS ARE FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL PAVING.
4. SEE SHEETS 1-7-1-7 AND LD7-LD2 FOR TAXIWAY LIGHTING LAYOUT AND DETAILS.
3. SEE SHEET D1 FOR TYPICAL SECTIONS AND PAVING DETAILS.
4. FOR CROSS SECTIONS SEE SHEETS X1-XB.
5. SHOULDER/TAPER GRADES SHOWN ARE PERPENDICULAR TO TAXIWAY EDGE.
40 20 0 40 80 120
SCALE IN FEET
1'- 40'
STA'8+46.11 ALIGNMENT:B-North
OFF, 74.231 STA: 8+14.12
OFF:59.22'L
SHOULDER
G=GR rTlit k• t�
t �'•
A EN
^rm '
-
N1
8.
•.5. I..
�.7 -
GNMENTB-
STA:6+6Y.62 _ _ r �' .`' :• ; :•A>. --�... .
OFF:103.62'L
R: 147' - .'-7.536GR•'DE,. ••." t
AUGNMENT:B-Nor '•SNOUfD - -
STA:4+80.52
OFF,74.47Li 1 - '1•' '• .
' 7 .
RUNWAY 6-24 OBJECT FREE AREA - i •�•
u
7.
!
-
i
-
ALIGNMENT:B-North
: r r•=
STA:2+22.53
AREA OFF.74.18'L
::,
-" ' .•_,
EXISTING ELECTRICAL MANHOLE TO . BE RAISED. I -
-1.5% GRADE -:' •t--'F.':
ALIGNMENT:B-North-'1 SHOULDER - ••..:''..•
STA:1+00 21•,c `• = is
OFF. 165.17E ': •'� _ ,i' ''lK
� .S �• y r: S✓�:•:: �:.• YI.
..---'.-.:. c-^-'N'<•?Y^"w.�ta- _ ._s�._a ,�:n^I-ir-.x���:,=- _ - ''_l'.'.Z',c�k3
r'
to I
O
N
0_
W
F
O¢ Op Q
0
x
J
o- _ -i x a
N
0
J Q W = C3
U
Q
F F O_ C9 tO
X
oQ N W
0_ Z ~ _
Z
OU Q Z
z
� V�
zQ
W
?1 J
X
F
i 029974
uov
i
Date
JUNE 2011
Scale
Urmoa
PCC
Checked ABM
Proleet Na
3301-1004
G6

;:,• �: ► ram` � /
' MENT: C-west c
•61+88.72 Q .
i.� a• t r TiF
Q
a
z$' •.I _ - ` TAPER WIDEN] N¢ (BY OTHERS)
TEMPORARY
DROP INLET
k:.
sl
\ PROTECTION
EXISTING INLET
t _•i \ GRATE EL 26.76
. Q " ,-5st' $1 .,'', •: c . . �,.' ` NIp.TCH EXI TING GRADE (TYP.)
U+
•' e;: ;' '.',�.,• .> : � ISTING ELECTRICAL MANHOLE
;• .~; r•'. BX RAISED.
's• SHOULDER
/ MAT EXISTING GRADE
0
II
Al
00
:Z
OFF: 5
-2% GRADE
SHOULDER''
J
3_
ALIGNMENT.C-West��
4/
ENT:C-West
/ • ' GNMFNT: C=Weisf � � �' ,
'•' oFF:9293'R.'. '�:
ti
!r EXISTING-
"TOljN1PFI0LE';:: :.c
STA 54+60.83'::' , ..''• . •�, .).: .
OFF: 84.99'L ..tDK - .�: • o.' •t:^ 4• .••
GENERAL NOTES-
1. PROPOSED CONTOURS ARE FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL PAVING.
2. SEE SHEETS 1-1-1-7 AND LD1-LD2 FOR TAXIWAY LIGHTING LAYOUT AND DETAILS.
3. SEE SHEET D1 FOR TYPICAL SECTIONS AND PAVING DETAILS.
4. FOR CROSS SECTIONS SEE SHEETS X7-X8.
5. SHOULDER/TAPER GRADES SHOWN ARE PERPENDICULAR TO TAXIWAY EDGE.
LEGEND
EXISTING CONTOUR
25.0
PROPOSED CONTOUR
26.0
EXIS7ING P
CONCRETE PAVEMENT
- a '.• O
EXISTING BITUMINOUS PAVEMENT
EXISTING ELECTRICAL BOX
EXISTING DUCT
EXISTING HANDHOLE
RUNWAY SAFETY AREA
RSA
LIMITS OF DISTURBANCE
— — — — — —
PROPOSED SHOULDER PAVEMENT
PROPOSED TAPER WIDENING PAVEMENT
EXISTING TAXIWAY PAVEMENT TO BE USED AS
SHOULDER PAVEMENT
40 20 0 40 80 12D
SCALE IN FEET
1 40'
JUKE 2011
Scale
Drorvn
PCC
Checked
ABM
Project Na
9301-1004
C7

EROSION AND SEDIMENT CONTROL NOTES: .
1. ALL TEMPORARY OR PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES NECESSARY FOR RETAINING
SEDIMENTS ON THE CONSTRUCTION SITE SHALL BE INSTALLED AT THE LOCATIONS AS SPECIFIED ON THE PLANS
PRIOR TO ANY LAND CLEARING, GRUBBING, GRADING OR EARTH MOVING -ACTIVITIES. -
2. CRITICAL EROSION AREAS SHALL BE GIVEN SPECIAL ATTENTION PRIOR TO AND DURING CONSTRUCTION OF THE
PROJECT AND UNTIL SUCH TIME AS STABILIZATION OF THE PROJECT HAS BEEN ESTABLISHED.
3. PERIODIC SITE INSPECTIONS WILL BE MADE OF THE EROSION AND SEDIMENT CONTROL MEASURES TO DETERMINE
THEIR CONDITION AND PERFORMANCE. SHOULD ANY ADJUSTMENTS OR REPAIRS NEED TO BE MADE, THE
CONTRACTOR SHALL RESPOND IMMEDIATELY IN MAKING NECESSARY REPAIR, ADJUSTMENT AND/OR REPLACEMENT.
ANY SEDIMENT WHICH HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED AND/OR
STABII.IZFD AS DIRECTED BY THE ENGINEER.
4. TOPSOIL AND AGGREGATE STOCKPILES SHALL BE PLACED AT THE LOCATION AS DIRECTED BY THE ENGINEER.
SILT FENCE SHALL BE ERECTED AT THE TOE OF THE STOCKPILES. SILT FENCE SHALL BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
5. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS, PROVISIONS SHALL BE MADE TO
MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICLES TRACKING ONTO •'THE PAVED SURFACE: WHERE SEDIMENT IS
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED 11i0ROUGHLY AT THE END OF
EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO
A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED
IN THIS MANNER.
6. CONTRACTOR SHALL MAINTAIN AND REPAIR EXISTING OR PROPOSED AGGREGATE -BASE ON ACCESS ROADS,
PARKING AREAS AND/OR OTHER VEHICLE TRANSPORTATION ROUTES AS REQUIRED OR AS DIRECTED BY THE
ENGINEER.
7. EROSION AND SEDIMENT CONTROL MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST
STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
TAKES PLACE. THE MEASURES ARE TO BE KEPT CLEAR OF DEBRIS AND SEDIMENTS SHALL BE CLEANED OUT
PERIODICALLY DURING AND AFTER CONSTRUCTION ACTIVITIES. ALL OTHER STORM WATER MANAGEMENT FACILITIES
SHALL BE INSTALLED AND MADE OPERATIONAL AS SHOWN OR REQUIRED BY CONSTRUCTION ACTIVITIES.
B. PERMANENT OR TEMPORARY SEEDING AND MULCHING SHALL BE APPLIED TO DISTURBED AREAS IN ACCORDANCE
WITH SPECIFICATIONS OR AS DIRECTED BY ENGINEER AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE
SITE. TEMPORARY SEEDING AND MULCHING SHALL BE APPLIED AS DIRECTED BY THE ENGINEER TO DISTURBED
AREAS THAT MAY NOT BE A FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 21
DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO DISTURBED AREAS THAT ARE TO BE LEFT DORMANT FOR
MORE THAN ONE YEAR. TEMPORARY VEGETATIVE COVER MAY BE ELIMINATED IN FAVOR OF THE PERMANENT
VEGETATIVE COVER IF SITE CONDITIONS PERMIT AND THE ENGINEER SO DIRECTS.
9. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DISTURBED AREAS NOT OTHERWISE PERMANENTLY
STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS
ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. PERMANENT VEGETATIVE
COVER SHALL CONSIST OF LIMING, FERTILIZING, SEEDING, AND MULCHING TO ASSURE A FIRM STAND OF GRASS.
TEMPORARY EROSION CONTROL MEASURES ARE TO BE REMOVED ONLY WHEN STABILIZATION HAS BEEN
ESTABLISHED.
10. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
11. MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE SCHEDULED ON A WEEKLY BASIS
AND AFTER EACH RAINFALL PRODUCING RUNOFF. NECESSARY REPAIR, ADJUSTMENT AND/OR REPLACEMENT SHALL
BE PERFORMED IMMEDIATELY. RAINY SEASONS OR WET PERIODS WILL BE OF PARTICULAR CONCERN AND THE
PROJECT SHALL BE INSPECTED DAILY.
12. AIRBORNE SEDIMENTS (DUST) SHALL BE CONTROLLED IN ACCORDANCE WITH REQUIREMENTS OF THE
SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER.
13. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL
SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE
DIRECTED BY THE ENGINEER. TRAPPED SEDIMENT AND' THE DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
14. A GROUND COVER MUST BE PROVIDED ON ALL GRADED SLOPES WITHIN 14 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING. A PERMANENT GROUND COVER MUST BE PROVIDED FOR ALL DISTURBED
AREAS WITHIN 14 CALENDAR DAYS, FOLLOWING LAND DISTURBING ACTIVITY.-
15. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED
BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,
SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
16. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH
RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE
REPAIRED OR REPLACED, AS NECESSARY.
17. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION
AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS
COMPLETE AND THE SITE IS STABILIZED.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE NORTH CAROLINA
SEDIMENTATION CONTROL LAW AND THE RELATED REGULATIONS, INCLUDING IMPLEMENTATION OF THE EROSION AND
SEDIMENT CONTROL PLAN AND THE REQUIREMENTS OF THE NPTES. GENERAL PERMIT.
19. THE CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES A COPY OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, DATED JUNE 1, 2005.
20. SEE SHEETS A4 THROUGH A8 FOR SEQUENCE OF CONSTRUCTION.
BERI
L,
INLET PROTECTION WILL BE MEASURED AND PAID FOR ON A PER EACH
BASIS. COST SHALL INCLUDE ALL MATERIALS, LABOR, TOOLS, AND
EQUIPMENT FOR A COMPLETE INSTALLATION AND MAINTENANCE DURING
CONSTRUCTION AND REMOVAL. DEWATERING CONCRETE BLOCK
0 0 00
o a o
8 O' a m O g
8 00 0 0 0 0
o $
_
3'-0" RIP RAP (CLASS B)
WASHED STONE I VARIES 2'-0" MIN
� 2:1 SLOPE
SEDIMENT O
STORAGE AREA 1.5,
SECTION A -A
MAINTENANCE REQUIREMENTS:
1. CONTRACTOR SHALL INSPECT ROCK INLET PROTECTION AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT
AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE
TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED
DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL
FACING.
2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE
STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
3. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE
PERMANENT GROUND COVER.
TEMPORARY ROCK INLET PROTECTION
NOT TO SCALE
Seeding Mixture
Rate or Application
Rate
PlantingDates
Common Bennudagress
(Hulled)
50
March 1-July 31
Common Bermudegrass
(Unhulled)
70
August 1- February 28
Temporary Seeding
Rya (Gram)
Kobe rallneza
120
5D
January 1-March 31
Rye (Grain)
I
August 15 - Dec�nber 3D
TEMPORARY AND PERMANENT SEEDING SCHEDULE
TEMPORARY SEDIMENT SLOPEGRAVEL FILTER
POOL zzZIRE SCREEN DEWATERING
1' MIN
2' MAX 1fi"
SEDIMENT DROP INLET
WITH GRATE
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN
THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2" BELOW THE CREST OF THE
STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL
SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS
THROUGH BLOCK OPENINGS.
Z CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH
1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL
IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2
INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR
FLATTER AND SMOOTH IT TO AN EVEN GRADE. D.O.T #57 WASHED
STONE IS RECOMMENDED.
MAINTENANCE NOTE: INSPECT, CLEAN, AND PROPERLY MAINTAIN THE
DROP INLET PROTECTION UNTIL THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PERMANENTLY STABILIZED.
TEMPORARY DROP INLET PROTECTION
NOT TO SCALE
STEEL POST
FABRIC AND WI4FENCE(IF RBEXTEND FABRIC INTO MIN
AND BACKFILL
EMBEDMENT AND POST DETAIL
5'-0" MAX (EXTRA STRENGTH FABRIC, NO WIRE FENCE)
8'-0' MAX (STANDARD STRENGTH FABRIC, WITH WIRE FENCE)
19" TO 24"
24" MIN
Z
Q
1i)
F
O
Z
J
O
Z
0,
U J
H
Z
Z W
W �
W
N
O
Z
Q
Z
O
to
O
W
�7J ELEVATION
TEMPORARY SILT FENCE NOTES, TEMPORARY SILT FENCE QtN , R04;y,
NDT TO SCALE:•
1. FILTER FABRIC SHALL BE A MINIMUM OF 38" IN IMDTH AND SHALL BE FASTENED ADEQUATELY TO POST IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATION.
2. STEEL POSTS SHALL BE A MINIMUM 4'-0" IN HEIGHT AND BE OF THE SELF FASTENER ANGLE STEEL TYPE. WOOD POSTS SHALL =
NOT BE USED. -
MAINTENANCE REOUIREMEN7� '••y94/).'B. MrLA,+'
y.uun
1. CONTRACTOR SHALL INSPECT SILT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
Dale
2 SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. JUNE 2011
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE Scale
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUL 1"-40'
Drawn
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER POD
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PRDPERLY STABILIZED. Checked
ABM
Project No.
3301-1004
ECD1

Apwoendix T'
USGS Map

f� .� 3 :� : E - � �.§3 :.� �- �- may` i 'k��e�"'" �.. �.l i �i r^, ��' i r�'•t' ;v, ;'Y: ' � �' �..:�• ��. 4 != � . wi
rp
1 ra.•
-
y —
yew
f -2, b1 •.0: •' of ••1 i �: _ lF ='v:C .• 3�F� -• � `•= Y3' ji
r
4�"�M� f ._ - .� xii..' '�'i"�. :r;. r���lB'�-•j":.r.-.��ti...... ji �F��C- .
-.: tea.:. a � ..�• _r+�. :� ..
i
'�'4��-. '+,,�_ 1. `:�`1.^. � � � .., • _ Y�•
IV
77
Lo
14
LA
Ile
a.
f -
ti
.� y _ .....-.. -

Appendix `DI
Subsurface Exploration

Wilmington Airport Boring Locations Project No. 1-10-0667-EA
Taxiway B & C Shoulders Scale: NTS
Wilmington, NC JFigure: 2
- L-- -. L-- -. ---- A

TABLE 1
SUMMARY OF BORINGS
Wilmington Airport Rehab Taxiway "B" and "C"
Wilmington, North Carolina
GeoTechnologies Project No. 1-10-0667-EA
Dynamic Cone
DEPTHPenetrometer
Depth�17
BORING
(in.)
DESCRIPTION
In.
Topsoil
Red Tan & Brown Fine to Medium (FM) Sandy SILT
12
36
15
14-9-10
B-1
0-4
4-84
84-90
Gray Slighty Silty FM SAND
60
5-6-5
Water @ 84"
84
4-4-5
Cave @ 90"
B-2
0-6
Topsoil
12
36
3-2-3
8-12-12
6-30
Tan & Brown FM Sandy SILT
60
12-15/1.5
30-48
Light Brown FM Silty SAND - Sandy SILT
48-84
Tan & Brown FM Sandy SILT
84
12-12-15
84-90
Black Silty FM SAND
120
15/1
90-120
Gray Tan Slighty Silty FM SAND
B-3
0-4
Topsoil
12
36
15
10-12-15
4-24
Tan Light Brown Silty FM SAND
24-60
Tan & Brown FM Sandy SILT
Water @ 4" (perched)
Cave @ 48"
B-4
0-6
Topsoil
12
10-15
6-30
Red Tan & Light Brown Fine Sandy Clayey SILT
36
11-15
30-60
Tan & Light Brown Silty FM SAND
60
15/1.5
60-66
Red Tan & Light Brown FM Sandy SILT
84
8-9-9
66-96
Black Silty FM SAND
120
11-11-14
96-108
Gray Tan FM Sandy SILT
108-114
Gray Tan & Light Brown Silty FM SAND
114-120
Black FM Sandy SILT
B-5
0-6
Topsoil
12
9-10-15/1.5
6-30
Gray & Light Brown Sandy Clayey SILT
36
9-5-5
30-84
Light Brown Gray Silty FM SAND - Sandy SILT
60
5-5-4
84-120
Gray & White Slightly Clayey FM SAND
84
15
120
8-9-10
B-6
0-6
Topsoil
12
36
15
9-12-13
6-24
Tan Silty FM SAND
24-72
Light Orange to Tan FM Sandy SILT
60
8-15
72-78
Orange Slightly Silty Fine SAND
84
15/1
78-120
Gray White Slightly Silty FM SAND
120
15

TABLE 1
SUMMARY OF BORINGS
Wilmington Airport Rehab Taxiway "B" and "C"
Wilmington, North Carolina
GeoTechnologies Project No. 1-10-0667-EA
Penetrometer
DEPTH
Depth
Blows 1
BORING
(in.)
DESCRIPTION
in_
1.75"
12
10-12 -12
B-7
0-4
4-78
Topsoil
Red Tan Light Brown FM Sandy SILT
36
5-6-88
78-90
Gray Tan Silty FM SAND
60
84
3-2-4
7-9-10
Water @ 6" (perched)
Cave @ 90"
12
15/1.25
B-8
0-5
5-32
Topsoil
Black & Light Brown Silty FM SAND
36
4-6-6
32-96
Orange Gray & Tan FM Sandy Clayey SILT
60
8-9-7
96-120
Gray Fine Sandy Clayey SILT
84
120
5-5-6
8-10-10
Water @ 60"
B-9
0-6
Topsoil
12
36
15/1.5
15
6-36
White Orange & Tan Silty Fine SAND
36-54
Black Silty FM SAND
54
1-11and Auger Refusal - Old Root
B-10
0-4
Topsoil
12
36
13-15/1.5
4-3-4
4-18
Tan Light Brown Slighty Silty FM SAND
18-24
Topsoil
60
4-2-3
24-36
Black Silty FM SAND
36-78
Orange Tan & Light Brown FM Sandy SILT - Silty SAND
Water @ 66"
Cave @ 66"
B-11
0-4
Topsoil
12
36
6-7-14
12-15
4-48
Gray Silty FM SAND
60
6-7-8
48-66
Black Silty FM SAND
Water @ 48"
Cave @ 54"
B-12
0-6
Topsoil
12
36
15
11-15
6-54
Black Silty Fine SAND
60
12-6-10
54-66
Gray Tan Silty Fine SAND
Water @ 60"
Cave @ 60"
B-13
0-4
Topsoil
12
36
15
15/1.5
4-54
Gray Slightly Silty FM SAND
60
15
54-84
Black Silty Fine SAND
84
8-9-11
Water @ 78"
Cave @ 84"

TABLE 1
SUMMARY OF BORINGS
Wilmington Airport Rehab Taxiway "B" and "C"
Wilmington, North Carolina
GeoTechnologies Project No. 1-10-0667-EA
DEPTH
Dynamic cone
Penetrometer
Depth=1.7,s,
BORING
{in.)
DESCRIPTION
in.
12 10-10-9
B-14 0-4 Topsoil
36 9-15
4-114 Gray Slightly Silty FM SAND
60 11-15
84 15/1.25
114 15/1
B-15
0-6
Topsoil
12
36
7-12-14
7-5-10
6-42
Black Slightly Silty FM SAND
Water @ 42"
Cave @ 42"
B-16
0-2
Topsoil
12
36
15/1
15
2-42
Tan Black Brown Silty FM SAND
42-54
Gray White Slightly Silty FM SAND
Water @ 42"
Cave @ 48"
B-17
0-6
Topsoil
12
36
15
15
6-66
Gray Black Silty FM SAND
66
Hand Auger Refusal - Root
60
15
B-18
0-4
Topsoil
12
36
15
9-8-5
4-60
Brown Black Slightly Silty FM SAND
60-72
Gray Slightly Silty FM SAND
60
7-6-8
72-84
Black Brown Silty FM SAND
84
4-6-6
84-96
Orange Tan Gray Silty SAND
Water @ 96"
Cave @ 96"
B-19
0-6
Topsoil
12
36
1511
1511
6-36
Brown Black Silty FM SAND
36-48
Tan Gray Silty FM SAND
60
15
48-60
Brown Black Silty FM SAND
84
2-2-3
60-108
Gray Silty FM SAND
Cave @ 102"
B-20
0 o
Topsoil
12
36
15
11-11-15
6-36
Black Silty Fine SAND
60
10-15
36-60
Gray & Black Silty FM SAND
60-78
Gray Silty FM SAND
Water @ 72"
Cave @ 72"

TABLE 1
SUMMARY OF BORINGS
Wilmington Airport Rehab Taxiway "B" and "C"
Wilmington, North Carolina
GeoTechnologies Project No. 1-10-0667-EA
Dynamic Cone
Penetrometer
DEPTH
Depth
Blows
BORING
(in.)
DESCRIPTION
In,
1.75"
12
7-8-10
B-21
0-6
Topsoil
36
8-12-15
6-30
Black Brown Silty FM SAND
60
4-5-4
30-54
Gray Silty FM SAND
5.4-72
Brown Black Silty FM SAND
Water @ 54"
Cave @ 54"
B-22
0-6
Topsoil
12
36
15
15
6-32
Black Silty FM SAND
60
8-11-1 1
32-78
Black Brown Silty FM SAND
Water @ 60"
Cave @ 60"
B-23
0-6
Topsoil
12
15/1.5
15
6-24
Black Silty FM SAND
36
60
11-12-13
24-72
Brown. Black Gray Silty FM SAND
Water @ 54"
Cave @ 72"
B-24
0-6
Topsoil
12
8-15/1
6-48
Brown Black Silty Fine SAND
36
15/1.5
48-108
Gray Silty Fine SAND
60
10-15/1.5
Water @ 90"
84
3-2-3
Cave @ 102"
B-25
0-6
Topsoil
12
10-11-15
6-32
Black Brown Gray Silty FM SAND
36
15/1.5
32-60
Black Silty FM SAND
60
15/1.5
60-120
Orange Gray Silty Fine SAND
84
15
120
4-3-4

TABLE 1
SUMMARY OF BORINGS
Wilmington Airport Rehab Taxiway "B" and "C"
Wilmington, North Carolina
GeoTechnologies Project No. 1-10-0667-EA
Dynamic Cone
Penetrometer
DEPTH
Depth
Blows 1
BORING
(in.)
DESCRIPTION
in.
1.75"
17
15
C-1 0-4
4-12
Topsoil
Gray Slightly Clayey FM SAND
36
9-10-1
12-60
Black Slightly Silty FM SAND
60
8-10-15
60-66
Gray Silty FM SAND
Cave @ 66"
C-2 0-6
Topsoil
12
36
11-15
10-9-12
6-60
Black Slightly Silty Fine SAND
60-72
Brown Gray Silty FM SAND
60
3-2-1
Water @ 66"
Cave @ 72"
C-3 0-2
Topsoil
12
9-7-2
2-42
Tan Gray Silty FM SAND
42
Hand Auger Refusal - Rock
C-4 0-6
Topsoil
12
15
6-48
Black Slightly Silty FM SAND
36
11-12-10
48-60
White Gray Silty FM SAND
60
2-3-4
Water @ 54"
Cave @ 60"
C-5 0-6 Topsoil 12 9-11-13
6-48 Slack Silty FM SAND 36 9-12-15/1.5
48-54 Gray Silty FM SAND 60 4-6-8
Water @ 54"
Cave @ 66"

N
LU
J
m
F-
to
N
7
O
L
cq Q
U u1
c to
(0 (o
m m o
N .0
T 5
3 � r
z
O a)
C Z 'O
EL O a
Q N
C O
O O
C
C 'C
E
D
C O
C N
O �
cm
C
•p yj
m cA N
to
c cA V
U
V �
Co
0000
J °
(oNON
m o
M N
J V p
M 'd
NNNLO
e
o
cyi
.Jm O
<.i
NNCMN
m
C O
_
•H O d
cM �
(O
o
((o V
rN
R � N
a
o 0
p. a.00
OO
z z 6 M
66
c
O O
O U
._
NEE
fig
ZZGOti
Z Z �-- r
uOof
M r
J
a
'g
aava
Om
r
J
Z Z N N
r
J
0 rGl-�
MOIo(o
y{ C CL
��NN
tQ d .►
a-- r r r
E�
O
N O O CO
W' o
(V N r N
WI •O V
CL
r r r T
O
V �
_ c
Lm C
N
O U
rz rA
Y J
J J
L o
N
$
» >
M
m m m m
C
r N M IT
1� O
O
m

TABLE 3
SUMMARY OF MOISTURES AND ORGANICS
Viilmington Airport Rehab Taxiway "B" and "C"
Wilmington, North Carolina
GeoTechnologies Project No. 1-10-0667-EA
Moistures
Boring
Depth
%
B-1
2
18.6
B-2
3
13.0
B-2
7.5
45.6
B-3
3
20.6
B-4
3
13.6
B-5
7
14.4
B-5
2.5
13.0
B-6
2
13.0
B-7
1
21.8
B-8
1
14.1
B-8
5
22.7
B-10
1
17.0
B-10
4.5
24.7
B-11
1
19.3
B-12
1
23.4
B-13
3
16.1
B-14
1
17.6
B-14
7.5
13.4
B-15
1
18.8
B-16
1
19.9
B-17
1
13.2
B-18
5
12.2
B-19
1.5
8.9
B-19
5
21.8
B-19
3
8.6
B-20
1
14.6
B-21
4.5
31.6
B-21
1
19.8
B-22
1
12.5
B-23
3
18.5
B-24
1
13.8
B-25
10
24.3
B-25
5.5
16.5
B-25
1
18.1
C-1
1
10.9
C-2
1
14.8
C-3
1
19.6
C-4
4.5
27.3
C-5
I 4.5
28.6
Or
anic Contents
Boring
Depth
%
C-5 `
1
6.11
S-1
BULK
2.45

LABOR-ATORY DATA

GeoTechnologles, Inc.
JOB #: 1-10-0667-EA
DATE: 1 /25120/1
NOTES: PROCTOR DATA:
Opt. Moisture = 12.2%
SOIL DESCRIPTION:
JOB NAME:
SAMPLE I.D.
CBR DATA SHEET
Wilmington Airport Rehab T/W B & C
S-1 DEPTH:
TEST PROCEDURE: ASTM D 1557
Max. Dry Density = 116.3 PCF
Black Silty Fine Sand
CBR SPECIMEN DATA
Swell Data
MOISTURE CONTENT
11.8%
Initial Reading
0.165
WET DENSITY
129.7 lbs./cu.fL
Final Reading
0.172
DRY DENSITY
116.0 Ibs./Cu.ft.
Mold Height
4.569
% COMPACTION
99.8 %
% Swell
0.15
LOAD CELL 5000 LB.
1400.0
1200.0
1000.0
800.0
RATE OF DEFORMATION .05 Wmin.
SURCHARGE USED 10 Ibs.
400.0
200.0
0.0
0.000 0.100 0.200 0.300 0.400 0.500 0.600
CBR @ 0.1"
21.2
CBR @0.2"
31.5
% SWELL
0.2

GeoTechnologles, Inc.
JOB #: 1-10-0667-EA
DATE: 1 /25/2011
MOTES: PROCTOR DATA:
Opt. Moisture = 12.0%
SOIL DESCRIPTION:
CBR DATA SHEET
JOB NAME: Wilmington Airport Rehab T/W B & C
SAMPLE I.D. S-2 DEPTH:
TEST PROCEDURE: ASTM D 1557
Max. Dry Density = 117.0 PCF
Gray Silty Fine Sand
CBR SPECIMEN DATA
Swell Data
MOISTURE CONTENT
11.60/0
Initial Reading
0.396
WET DENSITY
130.3 lbs./cu.ft
Final Reading
0.396
DRY DENSITY
116.8lbs./Cu.R
Mold Height
4.560
% COMPACTION
99.8 %
% Swell
0.00
LOAD CELL 5000 LB.
RATE OF DEFORMATION .05 in./min.
SURCHARGE USED 10 lbs.
900.0
300.0
700.0
600.0
500.0
400.0
300.0
200.0
100.0
0.0
0.000 0.100 0.200 0.300 0.400 0.500 0.600
CBR @ 0.1"
23.2
CBR @ 0.2"
33.2
HIV SWELL
0.0

Geo'Technologies, Inc.
JOB #: 1-10-0667-EA
DATE: 1 /25/2011
NOTES: PROCTOR DATA:
Opt. Moisture = 11.0%
SOIL DESCRIPTION:
CBR DATA SHEET
JOB NAME: Wilmington Airport Rehab T/W B & C
SAMPLE I.D. S-3 DEPTH:
TEST PROCEDURE: ASTM D 1557
Max. Dry Density = 122.5 PCF
Brown Fine Sandy Clayey Silt
CBR SPECIMEN DATA
Swell Data
MOISTURE CONTENT
11.6%
Initial Reading
0.200
WET DENSITY
136.7 Ibs./Cu.ft.
Final Reading
0.217
DRY DENSITY
122.5 Ibs./Cu.ft.
Mold Height
4.584
% COMPACTION
100.0 %
% Swell
0.37
LOAD CELL 5000 LB.
[1400.0
1200.0
1000.0
W13111
RATE OF DEFORMATION .05 in./min.
SURCHARGE USED 10 Ibs.
0.100 0.200 0.300 0.400 0.500 0.600
CBR Q 0.1-
31.2
CBR @ 0.2-
40.0
% SWELL
0.4

GeoYechnologles, Inc.
JOB #: 1-10-0667-EA
DATE: 1 /25/2011
NOTES: PROCTOR DATA:
Opt. Moisture = 12.8%
SOIL DESCRIPTION:
CBR DATA SHEET
JOB NAME: Wilmington Airport Rehab T/W B & C
SAMPLE I.D. S-4 DEPTH:
TEST PROCEDURE: ASTM D 1W
Max. Dry Density = 120.5 PCF
Brown Silty Fine Sand
CBR SPECIMEN DATA
Swell Data
MOISTURE CONTENT
13.4%
Initial Reading
0.237
WET DENSITY
136.6 Ibs./cu.ft.
Final Reading
0.241
DRY DENSITY
120.5 Ibs./cu.ft
Mold Height
4.594
% COMPACTION
100.0 %
% Swell
0.09
LOAD CELL 5000 LB.
1200.0
1000.0
Fd �.
200.0
RATE OF DEFORMATION .05 in./min.
SURCHARGE USED 10 Ibs.
0.100 0.200 0.300 0.400 0.500 0.600
CBRQ0.1^
21.5
CBR @ 0.2"
29.2
% SWELL
0.1

135
1
0 115
U.
U
.Q
3
V
N
U, 110
a
c
0
a
Z 105
w
c
a
100
■i■i0ii■\1Elk, .. , ,Date:
ONE M No WW
1 k Job
■i■■■iii■■►\EEk Boring .
■■i■■■■i■■\■1\\Sample No:
ii■■ii■■ ERR Depth:
■■■i■■i■■■■NNs
mmm@Moll�mmm,ILIL, TEST RESULTS
Method of Test: ASTM D 1557A
Maximum Dry Density: 116.3 PCF
Optimum Moisture Content: —
Natural Moisture Content:
Atterberg Limits: — LL PL__
Soil Description: , Black Silty Fine Send _.__ —
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY EQUAL TO:
WATER CONTENT (Percent Dry Weight)
MOISTURE -DENSITY RELATIONSHIP
GeoTechnologies, Inc.
Raleigh, NC 27615
2.80
2.70
2.60

No ON M Job No: 1-10-0667-EA Date: I
No
■■■■■■■1� ► ..
■■■■■■■■■\ OI .. ..
Boeing No:
■■■■■■■■■■�1■
■■■■■■■■■\\MEMO ON liski Sample No: S-2
MEN Imw= Depth: BULK
��►
::iiiiiiiii�►1EiiTEST RESULTS
1
5 115
w 110
z 105
W
0
80
Method of Test: ASTI'ii1 D 1557A
Maximum Dry Density: 117.0 PCF
Optimum Moisture Content: 12 0/a
Natural Moisture Content: __--%.--------
Atterberg Limits:
Soil Description: Gray Silty Fine_Sand
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY EQUAL TO:
WATER CONTENT (Percent Dry Weight)
MOISTURE -DENSITY RELATIONSHIP
GeoTechnologies, Inc.
Raleigh, NC 27615
2.80
2.70
2.60

0115
100
8
80
Aso MEEN
OEM on MW
ONE OEM Milk Job No: 1-10-0667-EA Date: 1L26/11 7
■■N MEN 0111%
NONE 1111\11■
OMEN MEMO1111\IRO►
M Sample No:
uiknluL Depth:
TEST RESULTS
Method of Test: ASTM D 1557A
Maximum Dry Density: 122.5 PCF
Optimum Moisture Content: 11.0%
Natural Moisture Content: %
Atterberg Limits: LL 24.0 PI 6.0__
Soil Description: Brown Fine Sandy Clayev
Silt ---- —
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY EQUAL TO:
5 20 25
WATER CONTENT (Percent Dry Weight)
MOISTURE -DENSITY RELATIONSHIP
GeoTechnologies, Inc.
Raleigh, NC 27615
2.80
2.70
2.60

I
■■■■ MEN ■\1■n\ .. ..
■MOON■■■\IvEl
MEN JobWilmington
' MEMO ■%N■n�■� ..Location:
NONE
■E■■■■■■■■\\nO1 Boring
GONE■■■■E■\\I\\ Sample No: S-4
■■■■■■N■■■■►1►1n, Depth:
■E■■E■■NSE W..►
■■■■■■■■E■_��1i�TEST RESULTS
120
011
LL
u
a
V
4
d
1 A
v
r
0
IL
r
z 1c
w
e
a
Method of Test: ASTM D 1557A
6jaximum Dry Density: 120.5 PCF
Optimum Moisture Content:
Natural Moisture Content: % --
Atterberg Limits: LL 20.0 PI 3.0
Soil Description: Brown Silty Mediu n tq Fine
Sand
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY EQUAL TO:
5 20 25
WATER CONTENT (Percent Dry Weight)
MOISTURE -DENSITY RELATIONSHIP
GeoTechnologies, Inc.
Raleigh, NC 27615
2.80
2.70
2.60

G
N
A
0
o
N
w
m
0
0
N
a
m
r
G
N
v
m
N
f
m
-
o
r
N
a
m
0
eOf
m
f00
LO d' C9
0
N O O r
w
z
LL
W
N
g
to
W
N
J
CO)
W
O
v
W
Z
LL
J
W
W
I�
O
I —
DM
!bl w
Lul •
N
a
O
A �
w -0 CC
O O
A O
M T Y
O � ,
= T
O ir
C 0
Z
R 0 OI
a
a �
J a
0
d L
� V R
z �2S •O
m O
V
c ' 1
C
00
c m W
Z f�) C_ C
d
co•E �E
c
o r �O _
CL
14010M R8 Maui j ;uaoaad

0
i
N o
0
d
d
U) O
t0
4t
C
0
N
N
0
r
,.8!£
..Z/4
..4/£
m
--
r
O
O
C
N
m
m
0
N
v
--
m
_
r
0
N
a
m
m
r
N
a
m
-
-
--
--
o
r
N
a
m
e
m
o0o n
CD C2 ov
m v M N r
LO
0,
F
W
z
LL
co
W
N
y
g
w
w
N
W
J
W
z
LL
2
7
O
w
a
W
N
W
Z
LL
J
W
fll,
�00
8
M�
i
L •
4
W
C
C
�
G
LL
�_
0
u
InF
Z
rn
C7
i �
IL
�
Ot
IL
4
J
�
O
C1
i
y
iso
L) C
z
m
V
o.
d
F'
0
ill
=
m
s_
0 .O
cm 0
C C
d
Z
n'
.•
C C
'O G C
m
w
a` 99
44BIaM As jawd IUGOJad

0
0
9
tq
M
NON
aR
A
T
m
0
0
N
a
m
m
S
0
a
co
m
T
0
N
a
m
m
T
N
a
m
r
N
a
--
m
m
o
o m
m
0
OT
I- m In v 0 N �
N
W
z
LL
g
N
O
w
Z
LL
r
cn
Es
Q1
A
�
0
!0
V
tG
�
O r
p
�
r
at
N
_C
LL
P
O
Z
p p
n
40
d
9
J
a
a
m
.J
e
O
d
.0
CA
v tu
Z
i
m
QQ+mac/
W
5
c C
r
C�1 C C
d
Z
•�rn •O
m
U)
T Iy6lam A13 could Iuaaiad

a
O
9
m
m
r
—
o
0
N
a
�o
r
O
C
N
a
---
O
N
v
m
m
N
v
m
m
O
r
N
m
O
O
Q
O
O
O r
N O
r j4diaM A9 -Iauld )ua2Jad
W
_9
LL
W
N
U)
g
U)
y
H
J
U)
w
_Z
LL
2
2
G
w
2
w
O
V
C)
m•
o
N
c
ca
w
U
CD
o
g
co
�
r
U)
O
S
W
m
0 cc
��
a
�
d
�
'
J
e
O
d
s
N
3
m
V al
C
ca
Z
mS
m L
cc
m
am O
i e
i n
02
V C C
.�
d
z
rn
e
O
�O

0
0
N
#
w
w
N
N
g
W
ig
U-
2
2_
O
W
2
W
N
O
V
14010M n8 Jeui j;ua;J.od

G
0
N
N
N 0
0
01
_d
U) C
L.
R
� a
CO)
v/
a
A/C
..M
m
m
o
_
_
0
N
m
m
s
0
N
_u
a
m
m
C
N
a
m
m
N
a
-m
m
0
N
a
--
m
o
Off
co ti
C
CL)
N O
W
Z
LL
W
N
co
L
g
N
LU
cn
J
y
w
LL
a
W
w
V
w
9
LL
w
O
U
O
3
LU •
I
Q
W
•y O
A O
r ,r.
L '
C
m N
01 �
C 0
U: Z �I
0
a z
.J e
d
N
J e
J
0
U �
m U rd
2 OdC
m0
�s
a C
O7IL 0
O
I N Q
+t+ a+
o
Z d .
rn �O _
m m
a`
WSIGM Ag could Iua.Ousd

� 60
A
s
T 50
1
C
1 40
T
Y
1 30
N
D
X 20
Specimen Identification
LL
PL
1 B-7 3.5
- 40
35
I BA 2
19
19
5-3 BULK
24
18
S4 BULK
20
17
LIQUID LIMIT (LL)
PI Fines Classification
5 75.8 Flne Sandy SIR
NP 25.3 Silty Fine Sand
6 60.2 Broom Fine Sandy Clayey Silt
3 45.0 Brown Silty Medium to Fine Sand
Wilmington A/P - TIW B & C ShoUlders - .,vo PAW. _.
Wilmington, North Carolina DATE 1
ATTERBERG LIMITS' RESULTS
GeoTechnologies, Inc.
Raleigh, NC 27615

Appendix `E'
Soils Map

Soil Map —New Hanover County, North Carolina
10
34" 16' 58"
34' 15 31"
a
i
c Map Scale: 1:13.200 if printed an B size (11" x 17'y sfi 'rt.
i�
N -Meters
(V
A 0 200 - — 800 1,200 ti
/�' \V - Feet �
0 500 1,000 2,000 3,000
34" 1 T 3"
34" 15' 36"
USDA Natural Resources
iO Conservation Service
Web Soil Survey
National Cooperative Soil Survey
6/28/2011
Page 1 of 3

Soil Map -New Hanover County, North Carolina
Map U,nft Legend
New Hanover County, North Carolina (NC129)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent ofAOI
Be
Baymeade fine sand, 1 to 6 percent slopes
92.8
8.2%
Bp
Borrow pits
4.0
0.4%
DO
Dorovan soils
16.8
1.5%
JO
Johnston soils
10.6
0.9%
La
Lakeland sand, 1 to 8 percent slopes
9.0
0.8%
Le
Leon sand
249.5
22.0%
Ls
Lynchburg fine sandy loam
51.6
4.5%
Ly
Lynn Haven fine sand
5.0
0.4%
Mu
Murville fine sand
4.4
0.4%
No
Norfolk fine sandy loam, 0 to 4 percent slopes
48.1
4.2%
Pn
Pantego loam
170.1
15.0%
Ra
Rains fine sandy loam
39.1
3.4%
Se
Seagate fine sand
55.1
4.9%
St
Stallings fine sand
310.8
27.4%
To
Torhunta loamy fine sand
22.0
'1.9%
Wr
Wrightsboro fine sandy loam, 0 to 2 percent
slopes
46.9
4.1 %
Totals for Area of Interest
1,136.0
100.0%
_ _ Natural Resources Web Soil Survey 6/28/2011
Conservation Service National Cooperative Soil Survey Page 3 of 3

m
c
z
us.
ILL
m
M
w
J
O
00
0.p
m
01
C
00
E
N
mca
�n
f0
N 7
m
E c
ca
C
N m
U
U 07
Z m
a
m
C
N> O
a) O C
N cu
m
(n co
y-'
O
m
CD
O
O
C O E
_ 44 a)
n
n
m
a
oui
m
U
U
N
O
`omE
N O
X a)
aj
T CO
U
L
O Q
CO
f0
- +:
w
m a)p
W
Z
zo
N
t c
cn
V O
_
N O
n
E
C= Q
U N Z
❑
,�,'.
7 N
"O
L
N
t
3` m
N Q
N O z
C0
O .O
U m
n
C
a Q43
DO
cci
mar°
�
W a
c
wzz c
3
0
o
E am m
m
aa) w
.Q
o
m
y oN
fir—
o o
r c
_.9
a� E n
Q E
w
m �
�a
3
m
`m
aw
E
"- U
m
7
m J
..0.
m 0
N>
Z
3
y
nay
N w N
L C N
p
O @
-O
Z
'D —
a7
N
O N O [6
C7
M'u
� �
•E
(TO O
O a0
Z
C
T O
Co CO
U a
T m
m
L C y .O
m N
E 2o
m
-0 .o
Z Q
a s
N
`tea
O j
Co
1.21
L m
n a)
m m
a E
7 O
co
N
Z
w
N
Fes-
I=-L;
ruin
0
F-- co E o
N
O
a C N
_W
o. 16 O U c
In y U v rn y CL N
.°c ° w : 0 0
tq ° m m c E m o Of
N N L L W U C •la w N U
> O e (7 U O U O M O G -0i
J LL
Es e
d } O
CL
oo.
Q o m
o_
m w E m` m
m A to o ° -, . 0 ° v
m _wOm
°ai om o> a
w> )aO UC2 oo2m on
m o oaO
cn Q w
C > Y C
i¢ m '-O m m U U C7 (7 -i J � G a d' U U] fn U En U) couJ
� o.
c �
ap
Q CL
ca
r cl)
CD N O
N
00 N
N
CO N
IL
m
z
m
cf
m �
t� m
O C
ayi y
m
2.
ca of
7 C
IO O
z U