20041995 Ver 1_Complete File_20041215

11
DEPARTMENT OF THE AIR FORCE
HEADQUARTERS 43D AIRLIFT WING (AMC)
POPE AIR FORCE BASE NORTH CAROLINA
MEMORANDUM FOR NCDENR DIVISION OF WATER QUALITY
ATTN: 401/WETLANDS UNIT
l 0 AUG 2CO5
L
[,l
AUG 1 6 ?005
QUALITY
FROM: 43 CES/CC I'' SAN STORMW RANCH
560 Interceptor Road
Pope AFB, NC 28308-2314
SUBJECT: Submittal of Revised Package, Application for a 401 Water Quality Certification;
. Repair Manchester Road (BT-8) Spill Gates, Pope AFB, NC; Project No. 04-1995
1. Request that the attached copies of the revised 401 Water Quality Certification package be
provided to the appropriate personnel in your organization for their files. This replaces the
original package submitted on 18 Apr 05. The 401 Water Quality Certification was issued on 28
Apr 05, based on the impacts identified in our original package. The specific changes in this
revised package are as follows:
a. Section 11. 1, Page 5 of 14, and Section XIV, Page 14 of 14, changes the applicant and
signer to Lt Col Frank Freeman III. I recently replaced Lt Col Michael R. Hass as Base Civil
Engineer for Pope AFB.
b. Section III. 10, Page 7 of 14, second paragraph, only 300 linear feet of Tank Creek are to be
diverted, instead of the 1,050 linear feet originally indicated.
c. Section VI. 2, Page 9 of 14, the total acreage (estimated) of all existing wetlands is 0.3719
acres in the vicinity of the project (this item had been erroneously answered as "N/A" on the
original application). Also, the total area of wetland permanently impacted is now 0.092 acres, in
comparison to the 0.096 acres originally indicated.
d. Section VI. 3, Page 9 of 14, the length of impact is 89.6 linear feet as compared to the 105
linear feet indicated in the original package. The corrected average width of stream before
impact is 34 feet, as compared to the 10 feet originally indicated. And finally, the cumulative
impact (linear distance) to all streams on site is 89.6 feet, as compared to the 105 feet in the
original application.
e. Attachment 3 to the application package includes revised drawings 4 and 14 of the original
design package and an improved version of the diversion channel plan.
2. Based on a telephone conversation with Mr. Ken Averitte from your Fayetteville Regional
Office on 3 May 05, the data provided in this revised package represents a lesser level of
environmental impact than authorized in the 401 Water Quality Certification issued on 28 Apr
05. Therefore, the already issued 401 Water Quality Certification is still valid for this project.
AAiC-Global React for America
3. Under separate correspondence, we have also provided the corrected information to the US
Army Corps of Engineers, Wilmington District Office, so they may issue the required
Nationwide Permit No. 18 (for work in wetlands) and Nationwide Permit No. 33 (for the use of a
diversion channel).
4. If you have any questions, please contact Mr. Alberto R. Marquez, Water Quality Program
Manager, at [phone].
Y
FRANK FREEMAN III, Lt Col, USAF
Commander
Attachment:
7 Sets, Revised 401 Water Quality Certification and Nationwide
Permits No. 18 and 33 Application Package
LE.
El
L°J
Office Use Only: Fonn Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not AppncaDle° or °NtA .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 18 and
Nationwide 33 Permits
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
Area of
4), and the project is within a North Carolina Division of Co e t ?Wf?
Environmental Concern (see the top of page 2 for further details), Vchuig'M n
A
UG j 6 M5 ?U
II. Applicant Information
DENR - WATErt QUALITY
lYETLAtJDS AtJD STORMWATER BRANCH
1. Owner/Applicant Information
Name: Pope Air Force Base Attn: Lt Col Frank Freeman III
Mailing Address: 43d Civil Engineering Squadron/CC
560 Interceptor Road
Pope AFB NC 28208
Telephone Number: 910-394-2561 Fax Number: 910-394-1643
E-mail Address: [e-mail] mil
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
E
Page 5 of 14

Telephone Number: Fax Number:
E-mail Address:
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I I by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Repair Manchester Road (BT-8) Spill Gates, Pope AFB
2. T.T.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Cumberland Nearest Town: Spring Lake
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the intersection of SR 87
and Manchester Road in Spring Lake, take West Manchester Road to Pope AFB; the site is
after the Seaboard Coast Rail Line on the left, traveling west.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 2,130 acres (includes the entire Pope AFB)
7. Nearest body of water (stream/river/sound/ocean/lake): Tank Creek
8. River Basin: Cape Fear
Page 6 of 14
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site already contains a spill gates structure, surrounded
by wooded areas on three sides, parallel to Manchester Road, located within a wetland which
is part of a Military Installation. The Fort Brag, Wastewater Treatment Plant is located
diagonally across the road from the existing structure. This site is located at the northern
boundary of the Base, where Tank Creek flows under Manchester Road.
10. Describe the overall project in detail, including the type of equipment to be used:
Overall project plans include repair by replacement of the existing gates structure by building
a larger, independent structure approximately 50-feet upstream of the existing one, outside of
the NCDOT's right-of-way, then demolishing the existing structure. The channel portion
immediately downstream of the new gates structure will be re-graded and riprap placed.
Correspondingly, the upstream area adjacent to the new structure will also be re-graded to
facilitate flow into the structure. Five, six-foot high by seven-foot wide slide gates, with
motor operators that will be controlled both locally and remotely, will regulate flow. The
base perimeter fence will be extended upstream to the structure and across it. A 12-foot wide
gavel service road will be constructed from Manchester Road to the new structure.
Equipment used on the project will include, but not limited to: a small backhoe, dump truck,
earth compactor, dewatering pumps, air compressors, excavators for sheet piling and cranes.
Additionally, the project will include the diversion of Tank Creek during construction. It is
anticipated that approximately 0.0037 acres of wetlands will be temporarily impacted by the
diversion of approximately 300 linear feet of Tank Creek around the construction site.
TolTest will divert Tank Creek by placing Porta-Dams across it (see attached drawing for
locations and details) and routing it through a PVC lined channel. The diversion channel will
be approximately 180' long, with a trapezoidal cross-section 20' wide on its top dimension.
All bank walls will be slopped back at 1 to 1 or 1 '/2 to 1 depending on soil types. This
diversion channel will require the temporary excavation of approximately 1,200 cu/ dY s of
soil, which will be stored on-site, out of potential flood areas, and covered at all times.
Additionally, the perimeter of the stockpile will be closed-in with silt fencing (see attached
drawing for soils stockpiling, and silt fence locations). The anticipated timeline or sequence
of events associated with the diversion of Tank Creek is as follows (note all days listed are
working days):
Excavate diversion channel 10 days
Install PVC liner 4 days
¦ Tank Creek diversion 30 days
¦ Backfill/restore diversion channel 7 days
At the conclusion of the diversion. TolTest will restore the areas temporarily affected by the
diversion channel back to like conditions. Once the new gates are operating, the old gates
will be demolished. The areas of the bank presently protected by the existing wing walls will
be stabilized with gabions. The procedure to restore the entry and exit ways of the diversion
channel will be: Porta-Dams will be relocated to seal the entry and exit ways of the diversion
Page 7 of 14
channel so that Tank Creek may return to its orieinal course. At that noint. TolTest will
begin to restore the breakthrough walls at each end of the diversion channel; followed by
backfilling and compacting the diversion channel. removing the relocated Porta Dams; and
stabilizing the restored banks with coco matting or root wad, with an underlying wetland
seed mix.
11. Explain the purpose of the proposed work: To provide a suitable spill antes structure to pass
the normal flow of Tank Creek and be able to contain multiple hazardous material releases
within the boundaries of the base.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Pope AFB provided limits of the Wetland Delineation.
?1-1
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
C7
Page 8 of 14
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed project will impact
a total of 0.0920 acres of wetlands adjacent to Tank Creek and 89.6 linear feet of Tank Creek.
The diversion channel will teml2orarily impact approximately 0.0037 acres.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
Structure/ rip rap 0.0920 No 0 Riparian

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://kvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.3719
Total area of wetland impact proposed: 0.0920-acre lermanent impact
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Tank Creek Structure/rip rap 39.6 Tank Creek 34' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated riprap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and alter, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.!Zov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maoguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 89.6 ft
C
Page 9 of 14
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation: N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Between the nreliminarv and final desiuns, the amount of rinran to be Placed within the
stream and the amount of grading of the upstream and downstream channel were minimized to
avoid greater permanent impacts to the stream and adjacent wetlands.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H.0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 10 of 14
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.ne.us/ncwetlands/strmgide.htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Page 11 of 14
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone' Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
E
Page 12 of 14
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
41 additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No net change to the impervious area will occur as a result of this project. Storm water
controls will include silt fences ripmp and permanent grassing on all exposed soil.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
--
Page 13 of 14
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
vz?,Z /0 A),-7 0S
Applicant's Signature Date
FRANK FREEMAN III, Lt Col, USAF
Commander, 43d Civil Engineering Squadron
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
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BT-8 SPILL GATE STRUCTURE
SCALE IN FEET QCADRAN611. LOCATION FAYETTEVILLE, NORTH CAROLINA
0 2000 Prepored for.
SOURCE: USGS 7.5' TOPOGRAPHIC QUADRANGLE 1', dM I-
OVERHILLS, NC - DATED 1957, REVISED 1971 DRAWN BY: EHi PM „or.,, unnn rrya
USGS 7.5' TOPOGRAPHIC QUADRANGLE DATE: 06/08/04 F q.
MANCHESTER, NC - DATED 1957, REVISED 1987 PROJECT NO. 1
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3. COMPI ACCESS ROAD BASE COURSES IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS.
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4. BASE IRIGTH OF DOWNSTREAM CHANNEL VARIES FROM 46' AT THE SPILL CATE STRUCTURE TO 26' AT
THE UPSTREAM END OF THE EXISTING CULVERT STRUCTURE. E%-ATE S;DE SLOPES AT 2H:IV.
0 20 J ? S. RIPRAP To BE PLACED FOR I8.0' IN THE AREA DOWNSTREAM OF THE NEA' SPILL GATE STRUCTURE.
F
6. ExWVAGON OF THE UPSTREAM CHANNEL SHALL NOT BE MORE THAN 21 FEET UPSTREAM OF THE
SCALE STRUCTURE.

Fit L DESIGN
w rEmunwc
u.F[ ?TTUro .o.cTS

wt r&
rtv :ho/os
/7N4 ? ?1°O icM.
°"? rLS

MANCHESTER ROAD (di-8) SPILL GATES
REPETMMLL CH N

Q
a
POPE AIR FORCE BASE
's
O9'? R °LSCn SV ci;
ro FAYETTEVILLE
NORTH CAROLINA
9
1

,
PLAN
PLANNED MODIFICATIONS

?}
1??
"oi °'p K s.aTT 4 a I7
pl7-i1•-479) ' e/7/o•
-1Ci-

??j•/ / EXISTING I
FkCIR?CA (SEELNOTEL3)
c ELECT DUCT SANK
1, ?7
a °
DUCT BANK
FOR POWER FEEDER
(PC-1)
7
8
d's
i
S'a
! wuTl
10'. COPPER \
GROUND RODS
(3 EA)
)
1
I ??a
!
1 e
° O
ANTENNA
TOWER

10'. 3' COPPER----_
1ND RODS
(3 EA.
SEE DETA:L /JA
SEE DETAIL I B
POPE AIR FORCE BASE
FA)(ETTEVILLE. NORTH CAROLINA
1
DUCT BANK \
LINE FOR CAMERA/FLOOD LIGHT
(PC-10) 11
1
1
1
I
CAMERA/FLOOD LIGHT
LOCATION I
SEE DETAIL SHEET 17
9.00 -y 2 BwN.ars
-b., TX )!t]]
!1]-ll.-.lvl

0 10 20 25
I
SCALE IN FEET
10', 3' COPPER
GROUND RODS
(3 EA.)
NOTES:
1) REUSE EXISTING UTILITY POLE
WITH 45 INA TRANSFORMER BANK
(3-15 kVA, 10),
LOCATED NEAR POLE
#2A-16-12.
2) PROVIDE NEW CIRCUIT (PC-1)
FROM TRANSFORMER SECONDARY
TO NEW MAIN SAFETY S'W'ITCH
(55-1). SEE EQUIPMENT RISER.
CONDUIT, AND CABLE SCHEDULE
ON SHEET 15. MINIMUM BURIED
DEPTH OF PC-i AND PC-10
SHALL BE 2'-0'.
3 HORIZONTAL DISTANCE FROM EXISTING POLE
MOUNTED TRANSFORMERS TO EXISTING
ELECTRICAL PULL BOX IS APPROXIMATELY 400 FT.
USE EXISTING CONDUIT FOR PC-1 FROM
SECONDARY TO EXISTING ELECTRICAL PULL BOX.
4) MOUNT ALL ELECTRICAL EQUIPMENT
ABOVE EL. 180 FT.
FINAL DESIGN
4°°'° !n REPAR MANCHESTER ROAD (ST-8) SPILL GATES Q
of F"ET LLE. RC
ELECTRICAL PLAN 14
TMROt N SGILL o.rv .,.. ,,,. !n[R 14 a< I7
Ash

/
/- FNTRY A, EXIT QIACR.41 QI"ERSION CH<1lNfL SECTION

0' 00' EXISTING GROUND
10o'
/- HORIZONTAL CONTROL
..
IRON STAKE 174 l7a C
C
5]3.{61 573
177 1]2?-
R /- E: 1,99B.3p5.169 t7 0 -4 11
/ / 16B -. 166
a ti

/
1 ti
2
N
/-
E 63 6
W 1 ur.E11
w??

1 j./ NC6 SECTION A-A

\Ah\ .?
o
_
I RWRAP /
/ 5P Il
30
0 110) W
° INV OUT. EL. 164.80,. j' p0''0
P WWC
/t
SCALE IN FEET
FORT 6RAGG MILITARY R RVATION P StE
WASTE WATER TREAIUEN PLANT hN

WV OUT. EL. 16497 DIVERSION CH AA'N°L WITH LIN'?R SECTION

GUARL
/--
/,/ \\ CORK
7
AR[ 11' wEDGE X SL PIPE 6' TALL
\ \ \ t' THIEK
\ \ CONCRETE
\
^ ^
{

??
7 0' 100' CO. EXI$T9+G LROUNO
172 . _, 1]2-
1]0 -? 170 z
168 -- 168E
CONTROL LW -/-/-- \ \\ WALL /t
\ 1 GNtt ?
^
\
/ \
?
\ u
167 162
PK RE WV EL. 165.15 ?T
E
S \\\\
\ ? ?' FUEL LINER LOCK TRENCH
NC
IUA
99
CUT W TOP OF CONCRE
INV W
16508
EL ,
\ ?v
L'
- SECTION B-B
:
.
CULVERT HEAD" \
{-_ I
A
!_ TIO Of SOIL BORING GT-01
Lp
ELEVATION: 1
N. 523.]
094
57
ONCR"
'
C RE OVEO) 0 10 20 30

SCALE IN FEET
_ .
E. . r??
CONCAEiE WNG WA .
CUNTRGL TO BE REPLAC
TS
B
S
- GUARDRAIL S L GATE STRUCTURE
63p1 /-
711 GA.Ip1
K
/
A
/-' AFT uaunaN PORTAQAI':STRUCTURE SECTION

-P
/- PPROXIMATE LOCATI
EDGE O OF FIBER OPTIC LINE
ASPHALT •

^ APRON TEMP

RE ARY DIVERSION CAM

SaLL GATE IOCAnCN STEEL SUPPORT FABRIC MEUBRAIVE ISEPEERVX US?FXSNIC

FMUE ^
/
^ ? 174 --v_..--.... 114
172 172 C

^?
ri?
r ^ 170 170 z
Tae - Im
130
/ 164 h t `) a... of 62 u
PpVj -?+ / 6 • /
1 /\
J 161 lOADWG (STONE)
ti r / SEE MUTE 5
9 SECTION C-C
0
I
?.-
?POPPROX. AA I?
E "A FORCE
11 C
4
SChLE IN FEET
BOUNDARY LINE W 18

DIYEXS CHANNEL
N CHANNEL NOTES
q

t FrFrln 1. SITE TOPOGRAPHY AND FEATURES ARE BASED ON SURVEY
CONDUCTED ON -RY 20, 2003 BY THE ROSE CROUP,

-,y
-

-? _

a +- W

- - LIMITS OF WET 1 04

91 NC. TELEPHONE
CJLLESPE
NOS 91 -323-3400, S., FAYETTEVILLE.
0
X LLi FENCE Z. BORING "OLE WFORMAIION PROVICED BY GAVID WARREN,
URS CORP.. MORRISVILLE, NO.
yy

A

PROXIMATE III 3. AL COORDINATES AND ELEVATIONS ARE W UNITED
STATES ES SURVEY EY FEET. . MO HOW ZONTAL COORDINATES ARE
BASED ON THE NORTH
__
W;
:

T

NY K CREEK T ABOVE MEAN SEA LEVEL (.SL)

ELEVATONS ARE IN FEET ABOVE ERIN SEA LEVEL
Y DIVE
TEMPO SION
NATIONAL GEOGETIC VERTICAL DATUM GF 1929
USING
DAY (NGVD 29).
yf, I g % g 4. UWTS OF WETLAND OEl O+EAT10N

.6
/-- LINER MATERIAL USED WITH THE PORTA CAM WILL BE
5
.6 / 0 ZO 40 60 .
ANCHORED AT THE END BY WEX;nTEO MATERIAL DR BY A
ENTER LOOK TRENCH.

u SCALE w FEET FINAL DESIGN
3
GATES
'°" lE9 REPAIR MANCHESTER ROAD (BT-8) SPILL
?? W tiu
5ama FAYETTVILLE, NO
a 1TI. oa/ 0/9. POPE AIR FORCE BASE
QC ¢Y aimio NORTH CAROLINA
FAYETTEYILLE
V CHANNEL DIVERSION DETAILS
l
l ,
J ?c
. ?v? u
? n a
7 r IXmU n+ w/II/aI .]I eiSY
F
1 1o y
F {/b/M s.c

?-
-7
S
-P?
Final EA or Spill Gate Construction
NORTH CAROLINA STATE CLEARINGHOUSE*
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
STATE InJt-MER: 04-E-0000-0030 F03
DATE RECEIVTD:07/29/2003
AGENCY RLSPONSX.' 08/25/2003
REVIEW CLOSED: 08/29/2003
115 RENEE GLEDHILL-EARLEY
CLEARINGHOU3E COORD DEP': OF COL RESOURCES OW,
ARCHIVES-HISTORY BLDG - HSC 4617 I?
RALEIGH NC
REVIEW DISTRIBUTION
CCGPS - OEM, NFIP
DENR LEGISLATIVE AFFAIRS
DEPT OF AG7ICULTURE
DEPT OF CUL RESOURCES
DEPT OF TRANSPORTATION
MID CP.ROLINA COG
PROJECT INFORMATION
APPLICAIIT: Pape AFB
TYPE: Natioral Environmental Policy Act co, Environmental Assessment /Finding of No Signiiicant Impact
DESC: Proposed action is to demolish and reconstruct three existing spill gates and
construct one new spill gate az a fourth location on Pope AFB.
The attachod project has boon submitted to the N. C. State Clearinghouse for
intergo v-r:uaental review. Please review and sut=it your response by the above
indicated date to 1302 Mail Service Center, RaleLgh NC 27699=1302.
If additional review time is needed, please contact this office :at [phone].
AS A RESULT OF-THIS REVIEW THE FOLLOWING IS SUBMITTED:
NO CotSMENT ??1?Z Z6?71g ,?
COMMENTS ATTACHED A(j
_ X003
R ?-SIGNED BY: - t'arQry(?la??O A
?t ?zP.I
?('r 0 s 100,1
AUG 0 4 2003
C7
6.0 List of Agencies and Persons Consulted and/or Provided Copies 6-15
E

•y
-K

U p
N?

s

o
? =.
-r
7 -
I
? a
?J
I h`A
M
.71
OC

BT-8 SPILL GATE STRUCTURE
AIR FOR BASE
POPE AIR FORCE BASE
FAXETTEVILLE,-NORTH CAROLINA, USA
PREPARED FOR;
AM FORCE CENTER FOR
ENVIRONMENTAL EXCELLENCE
ET-d SPILL CA7
N sTRLmm
?I e
?F??GH?? ? PA4N
/,/ 111
RR/P 4RwP ?? 4. l? f ?•?
?y o
AIRDT HURST
GATE \ DRIVE /
I? ?1 K REIU_Y?r
CATE
WALO'Y LANES ARIASTTA7
1 GOLF COURSE GATE
TO FORT
POPE AIR FORCE BASE
CONTRACT NO. F41624-00.8-8028
TASK ORDER 0193
s .so.. 1
CAROLINA PROJECT r ?i "
N
SITE
L--- N
STATE PAIL?
NOT TO SCAM
c v
O 3 d 9
S--ALE N UILES
`"""x" m POPE AIR FORCE BASE
dart n.N- osa weuTTk Tcy ern/o. ?wok
61RIIIC)IV, G7i a,amu Tm - FAYE=VI LE, NORTH CAROLINA
Fgaj r mu- sueunK txs7 7[y De/,d
OCDJNIO, v avmi • art
1400
k"(NnNN?n u..-m
Wflti Tt77?
5,2-454 -4727

SHEET
NUNEER DRAWING INDEX
DRAWING TITLE

1 COVER SHEET
2 TLLE?FJ. ANO ADORC 111ONS
3 DZTIW- C069RKHS
4 MHM9 Y30IIY7 GMS
S DE XXMN PUN
E STRUCTURE MIN AM PRWLE
7 STRUCTURE SECT%WS AND DGA11S
E STRUCTURE DETAILS
D RUNFOCEMENT DETAILS (SHEET 1 OF 2)
10 RETNFDICEIAMT DETAILS (SHEET 2 OF 2)
11 TRASHRAfJE =Ft(1Y GPATE
12 TYPE FE)tM DETAILS
13 WTE NSlNSATICN DETMS
14 ELECTRRX PLAN
13 CONDUIT AND CAnx EIETAR. 4EC11ECAL
Ids R DV--.W
16 MONIACO n;E SYSTEM E7.ECTRCAL
LK;RW ONE IAE'/PNF1 Sr!£AJ1E
17 45DELLA# DUS ESLCTFWAL OEU1S
ive 1u tA-8 SPN. WE SmLc URE
RAW ® °USII HKe
11 TNS W D06 COVER SHEET
TWN DRVMNO Is W7
NOT TO s."N.E: 6/=0/01
FINAL DESIGN
FAY= U.F- NO 7 a,
;-
I r 15ws
zH;n 1 a 1)
El
r-
0
N
J
.~.l1
A

U?
i.1
?.I
°
`V E
7
0
F
x'
? ig?
I?
I
f
7 d
M
O "r
yI?
INTERSTATE TEOHWAY
-?? UI:(TED STATES NZT11'AY
EXISTING C1VAnD4 CONTOUR WITH
ELEVATION IN = AEA MEAN SEA LEVEL
----- NEW ELEVATION CCNTWR WITH
- ELEVATION IN FEET ABOVE MEAN SEA LEVEL
Lw-1
{+
IXlS11NC SURVEY CONTROL PDKT
EXISTING WATER LINE OR CREEK
W W W- UMITS OF WETLANDS

FLOW INDCATES DIRECTION OF FLOW
-o --? -? - FENCE
CUARORA&

PAVED ROAD
------------
------------ UNPAVED R^OAZ

I NEW CON7!ETE
r ,?.? '. ExisnN? cm7?TE
EXISRN: CONCRETE TO BE DEMOUSHED

sTRUCTuRAL FTLL/9ACKnLL
LL11.'1A.L RIPRA°
RIPRAD BEGGING
TRASHRACK/SECURITY CANE
LJ CRATING
CRUSHED AGGREGATE OASE COTP.SE
CRUSHED ACGZECATE SUO-BASE COURSE
NON-SHRINK GROUT
TIM DESd
DRAT fVWL DC%T . VANOTT1L
LOX SLPR ^. ;
PR'SYNA41' D6CN SUPWMAL fSR)
(®IRA V RY¢?
O EXISTING UTILITY POLO
-5- EXISTING SANITARY SEWER UN--
-m- EXISTING CAS UNE
EXISTIIC BUILDwC/STRUCTUR:
-UCE- UNDERCPDUND ELECTRICAL LNE
.........'............_ FIRER OPTIC LINE
-W BORED WATER UNE
-CM--- CUP CULVERT
G EC5TING LIGHT PCLE
-0 TFST NONE LOCATION
EXISTING MOWORINC WELL/ODSERVAMON WELL
THE ROSE CROUP SURVEY CONTROL
• NEW SURVEY CONTROL POINT
8 ECM. - EXTSTNC CONCRETE MCNUVETIT
0 MH EXISTING MANHOLE
LGSM-1 NEW SURVEY MONUMENT
----- CENTERLINE
-•fl/w ••- Ri-NT OF WAY
?., ., ..-.?.- PERIMETER OF TR=
--??? TPEES TO BE P.EMCN.D
r POPE AIR FORCE BASE
FAYE7rn LLE. Noma CAROL7RA
ABBRW AMONS
® AT
I DECREES
A DtAJXL=
FEET
INCHES
L PERCENT
_ PLUS OR MINUS
AFa AIR FORCE BASE
ISTM AM17,ICAN 5 SO7;TY FOR TESTING
ANO MATMALS
BE BURIED ELECTRICAL
DCS BELOW GROUND SURFACE
fE CENTERLINE
CJ CONSTRUCTION JOINT
CMP CORRUCATCD METAL PIPE
COR CDNTRA„'TINC OFFICER'S REPRES£NTATNE
CID CONTROL POINT
ou oIAU ER
E EAST
F/. EACH
EL ELEVATION
N HORIZONTAL
RN. INVERT
MAX MAXIMUM
MN MAlHO.<
MIN INNIJUM
Ms, MEAN SEA LEVEL
N NORTH
WD NORTH AMERICAN DATUM
NAVO NORTH AMERICAN VERTICAL DATUM
N-= NATIONAL GEODETIC VERTICAL DATUM
NO NUMBER
NTS NOT TO SCALE
CC ON CENTER
CO DJTSIOE DIAMETER
OE OVERHEAD ELECTRICAL
Nn: POLYVINYL CHLORIDE
PRO. PRCPOSED
•M?N9
1w
6 I 1
Mse oa. 6®
W00 Nn. - IaA-M MDT YFASDA•' I'
A-0n. TK 7 72 fl[N OPAwC IS
512-5-7197 -F to RCN(
S SLOPE
SCH SCt11EDULE
SM SURVEY MONUUEbT
5TA STATKNi
TP TEST PR
TYP TYPICAL
USA UNITED STATES OF AMERLCA,
v vERrICA.
A' NEST OR WATER UNE
F71AL DESIGN
aA-
aT-a SPILL CAT6 SB9,TUIC FAYESIENLLE, W;,
HKe-l
I LEGEND AND ABBREVIATIONS
C/]0/DA
I?"'t" 711?SNI
rc 22 OF 1T
6. HORIZONTAL CONTROL
L IRON STAKE
M k: 523,561-673
•,gfET /'/ C.' 1,99,°,](15.163
...E /
i
P!PRAD
FORT BRACG KIILITAPY PZSMVA704 INV OUT: EL 11i
WASTE WATER TP,EATLENT PLANT
INV WT: EL 161.97
12
cOMETAL PIPE
1 AP, T)I' MfDE r 8.E' TALL r/
CJARGRAIL
-I' Titr-K
CONCRETE
11 1 W'Ll /
.-CONTROL. LJNE
/ /J T
/? ? MARK $OtfRRE INV EL 1Es.15 tE It 1 1 , ' ?? ? ,
/ /CUT IN 700 G cc 1
PIV Kt: E:. 165.D9 t
ON CULVERT HEADWki 51 + APFRpA':uA'E LOCATION OFF 501; BORING GT-01
p'ft,/ [1,VAMON: 17A-I-Z .1 '
NE9 ?'/ /.•/ N. 523.3Z25T 'e )
/ NCRT.RIB (GRAY: PEMOVcU
/ C 1y9'?C44.57
/ /'• / j '`• ?^ (RATING,
wr HORIZONTAL, CONTROL
GATE STRUCTURE
IRON STAKE /.• .` ?? ) EXISTING BT-B CPILL
r.I N: 523.294.630 / /•" •?', ?? _ - '' '
A--• PROXWAL7 LOCATION
WOE -T OF PIKER OPTIC ONE CCNCPElE APRON
Asaxur j IL
UNOERORtXA4G 4
EIECTRI BOK N 1
1 ,-LAMBS OF WETLANDS
EX:STNO STRUCTURES
IL
PERSON)Nr' GATE 1 r
£,.
J? ???AWROXIMATE LOCATKR 0 20 f0 60
3 / 0' VNDER RaND'ELECTRI:
4r b;' ;' \\ ?` SEAL IN FEET .
j POPE A;R FORCE
1111 BOUNDARY LINE
R 7
NOTES
........... .. .. .... ... ..... a
3 ......... .... ... ......... ? 1 SITE TCPOGP?PtD' AND FEMURS ARE BASED ON SURVEY
CONDUCTED ON JANUAJR 20. ZDC3 BY THE ROSE CROLIP,
104 CIL ESP;E ST., FAYETTMLIL NC. TELEPHONE
B10-323-SADO.
2. BDRIND HOLE INFDRIMTION PRC.9000 BY OWI0 WARREN,
VRS CORP., UCRRSVrt1-1. NC.
_ -? ,....
R? .. _ ?: ?/.• :. HORZONTA_ COORDINATES AND ELEVATIONS ARE IN UNITED
STATES SURVEY FEET. HORIZONTAL COORDINATES ARE
APPROXIMATE
"° W t TANK CREEP BASED ON THE NORTH AMERICAN CATUM (NAO) 1983.
I)J/ ELEVATIONS APE IN FEET ABOVE MEAN SEA LEVEL (LIST)
[ f A _I VSI!Y' THE NATIONAL GEDD:TIC VERT)G: DATUM OF 1329
F ... 4 (NOYD 29).
?j 3 • :j "•.?• •." r / 4. LIM"S Or WETLAND DEUNEAT)ON PROVIDED BY POPE AFB
VA EMAIL ON MARCH 5. 2004.
NNc a?-.n ny - ra,.
BT-8 SPILL C.UE STRUCTURE FAY'ET1EV1[1F, W'
M
rr of 179
a ? awY n? ? ammo. mw un/o? POPE AIR FORCE 'SASE ?•"•' r °'°r'`?n •,"`s' Y?xws
yj Y NrU-a-TE - SEa1mAl Tr 1a/1n oA U FAYEI fEYS[! E, N0°.TH CARDSINI Tom M a ab 6 s m WES
EXISTING CONDITIONS $
PQOy r D--C S~mL (m) Try M/13/w woo NnC n 767" INM....e T-E[N wD-- I C '
AurtIR TO sr'5 uT2
Cy ®?? a c.'x` R mw 512-f5f-7797 T. .OT TO Sb1S r¢ K/30/M SST 3 Or Y7
\J

/ ENTRY & EXIT DIAGRAM DIVERSION CHANNEL SECTION

HORIZONTAL CONTROL 10 EXISTING GROUND
/-'
wF /'
' IRON STAKE X174 174 r
N: 523,461.873 ,w. 172 172
sr / E: 1,998,305.169 70 170 z
16B 168 g

/ / • 166 166 <
Up`A? w 164 164 w
G
/
35 6 w 162 62 w
p 5P? PVC LINER

RIPRAP /•; 2
SP t"? SECTION A-A
/-' w uNOS DISTURBINCE

FORT BRAGG MILITARY RES 1
ERVATION J INV OUT: EL. 164.80 0 10 20 30 +0.0037 TOTAL
SCALE IN FEET
WASTE WATER TREATMENJ PLANT;`

WV OUT: EL. 164.97 DIVERSION CHANNEL WITH LINER SECTION
l
? 0 2 CORRU^ D METAL PIPE
'
Y
GUARDRAIL ARCN , 11 WIDE x 6.6
TALL
2.0' 10.0' , 10.0' X2,0' EXISTING GROUND
,.
174 I_ 174
/,.

/ /'

_1' THICK CONCRETE
1 1 WALL
1-72 172?t
70 70z
1 1
g
68 m 1168 2
CONTROL UNE / / 1 PZE 166
66
/

/
4 p
w .
1
64
4 w
16
INV EL. 165.15 1
BENLrHMARK EUUARE T 1 ?j w 152 L162 w
LOCK TRENCH

/

1/ /'•
CUT IN TOP OF CONCRE'"
ON CULVERT HEAD INV IN: EL. 165.08
_

?1 /? ?-AP IM

LOG TIC 0= SOIL BORING Gi-01 FUEL LINER

SECTION B-B
p ?
T ,/ /•• ELEVATION: 17
N. 523,3 7
- -; CONCR? LA
ATE REI OVED)
0 1 D 2??0

ONTROL

CONCRETE WING WA
TO BE REPLAC 1 094.57

GUARDRAIL

XI I

LL GATE STRUCTURE
SCALE IN FEET
/ GABION BASKETS 7
630 /- /' AFTE MOLITION
%
7.'S7 PORTADAMr STRUCTURE SECTION
PPROXIMATE LOCATIO
EDGE

OF OFIBER OPTIC LINE
ASPHALT n/•,?

APRON TEMPO

NE

RARY DIVERSION DAM

W SPILL GATE LOCATION

TEEL SUPPORT FABRIC MEMBRANE IMPERVIOUS FABRIC

s
? SEALING SHEET
FRAME
174114

0

a • u L

j , NI7
r
m
1 1 170 0 ?? 70 0 z
° 168 .168
`
166 66 a
T-
p
E
C POP

n'
w >1.?
f I
?? J 164
w 164 w
162 162 w
/
? LOADING (STONE)
SEE NOT
5

'
/ r
/ APPROXIMAT OC
OF UNDERGR ND'-EL
sF I
S4 1 \
HC- g E
SECTION C-C
0 10 20 30
A
POPE AIR FORCE S " 1 \ SCALE IN FEET
BOUNDARY LINE N EW 180'x20' 3
DIVERSIO N CHANNEL
A NOTES

`
-'
LEGEND 1. SITE TOPOGRAPHY AND FEATURES ARE BASED ON SURVEY
CONDUCTED ON JANUARY 20, 2003 BY THE ROSE GROUP,
104 GILLESPIE ST., FAYETTEVILLE, NC. TELEPHONE
- - W - W- W- =LIMITS OF WET ANDS 910-323-3400.

?

W

A SF - SF - = SILT FENCE

ROXIMATE 2. BORING HOLE INFORMATION PROVIDED BY DAVID WARREN,
URS CORP., MORRISVILLE, NC.
3. HORIZONTAL COORDINATES AND ELEVATIONS ARE IN UNITED
STATES SURVEY FEET. HORIZONTAL COORDINATES ARE

of

81: '7
-
3 TEMPORARY DIVE

j DAM T
RSION
J NK CREEK BASED ON THE NORTH AMERICAN DATUM (NAD) 1983.
ELEVATIONS ARE IN FEET ABOVE MEAN SEA LEVEL (MSL)

USING THE NATIONAL GEODETIC VERTICAL DATUM OF 1929
(NGVD 29).
0
0

rn o
0

o , 0
''? I o

e. - / o

a
? o
o

n

4. LIMITS OF WETLAND DELINEATION
rn m m 0 20 40 60 5. LINER MATERIAL USED WITH THE PORTA DAM WILL BE
_ ANCHORED AT THE END BY WEIGHTED MATERIAL OR BY A
-
olo w w w w SCALE IN FEET w LINER LOCK TRENCH.
FINAL DESIGN
/\
WARNING OESiL"EU:
TAM
REPAIR MANCHESTER ROAD (BT-8) SPILL GATES RENSION

I
?
1® I
°P'""' RAM
FAYETN]LLE, NC Q
° FINAL DAs'°" ITEM Os
E ?
M
POPE AIR FORCE BASE ANC

??
?'
HK9
PROJECT 22235649
m 05/21/04
IGN SUBMITTAL
FT F qp
`
7
o? DRA
INAL DES el
s-
FAYETTEVILLE, NORTH CAROLINA i I? I?rr -I .. IF THIS BAR DOES R"`"MrZ
INTERMEDIATE 6Ox SUBMITTAL EM lG/1D/D3
NOT MEASURE 1'
rro,ECr -E.
CHANNEL
DIVERSION DETAILS
n0 PRELIMINARY OESIGN SUBMITTAL (30%) TEM 06/71/07 THEN DRAWING IS
T T .
MTZ
Wlj
- ?
REV
DESCRIPTION OF REVISION BY DATE NO
O SCALE wa.
6/30/04
SHEET OF

C7
WIDTH VARIES (SEE NOTE 5)
/•/ 1 1 11 1 ?/ /• I ..
,
174. T '---
172 Gam„ 172
EXISTING PIPE 74
ARCH CULVERT 170 N? ?cH 170 z
168 2
N69'06'07"E 166 _ 166 <
1 1 1 SEE DETAIL 2 ?i 164
1 164 >w
468.65'(CONTROL LINE) / 07 w 162 I H.1V 162 w
/ PIPE IN T '.5 BEDDING 5 RIPRAP
171.0
EGE
EXISTI ?c ASPHALT / AT _ SECTION
04
/ 0 10 20 30
SCALE IN FEET
,? /•' ? ? EXISTING GROUND
/"• ° ' 1ti _____ _ WIDTH VARIES (SEE NOTES 6 AND 7)
? 1 ? 176
-176
.-
174 174 C
70 1172 172
70 170z
5 ' c-3? 4H:1V 2168 168
POPE AFB 166 -- ---------
N66?6p5? PROPERTY JE '? 164 - rm•? " r° 166>
w
/ w 162 162 w
N PIPE IP ERT TOP OF RIPRAP
. 523,287.00 / EXISTING ELECTRICAL I EL. 167.0 ERT SECTION B
EL EL. 169.0 8"m GALVANIZED
E. 1,998, _.03? / PULL BOX A, EL! 16
. 17 . " _ " CMP CULVERT D4
/ GR T^ ( 0 10 20 30
NEW ICLE GATFi'° EL. 174 TO 173
A? ??'• 2 'IV - - __ - SCALE IN FEET
m CU T 0 ti
- L TO ',OFF RIPRAP °-
s PERIMETER FENCE
^EL. io o` Y Q -`(a i (SEE SHEET 12)
RIPRAP
/ u A r 0.5' CRUSHED AGGREGATE
PIPE INVERT = \ Qke BASE COURSE
AT EL. 171.0 MAINTAIN 3.0'
EL. 174.0 AT SECTION SHOULDER
SEE D? 2 12.0'
v7 >> 4 a o a? .i??- ?? / A \ ?BACKFILL
2H:1V X6,59 Z"E
?----
PERIMETER FENCE o JJ?? _
IH.1V
?NTEENNa 1H:1
L o 11., -L- I 6
EXISTING
ACCESS ROAD N. 5 1149, g DA GROUND
11 Q i ? 1.3' CRUSHED AGGREGATE SECTION C
59' -'1,99E7160' 9? SUB-BASE COURSE NOT TO SCALE D<
?l N7 5a3,?37.9 - ST UCTU E rW ti'
N 523,239.21 -y E. 1,9.9 113 CO TROL PPI T I l z
E. 1,998,077.20 N. 23.2 3.26 EL 167.0 RIPRAP ;
i b,EL. 1 3,0 B', 8 S ILL-? E. 1 996, 3 .1
' TE S UCT -
o BT 18 SPILL GATE
o ^TURt
S T (SEE p o 1 i 7 Ff£" L'£I i £f £i i ££fFfi ££££Ff£i F£PP -?
8 SHE_ S 6 AND 7) q o• i??/??i? I
N. 528.213.34 RIPRAP BEDDING
s E. 1,998,085.26 0
g EL. 17.0 < s TYPICAL RIPRAP SECTION
1 GRASTREAM NOT TO SCALE o4
t
N. 523,210.69 CHAN4E? SEE N VT 6
NOTES
- - E. 1,99B,107.11
EL. 174.0 1. STOCKPILE EXCAVATED MATERIAL FOR USE AS STRUCTURAL FILL AT A LOCATION DETERMINED BY THE
n T CA! BRA/FLOOD COR.
GHT LOCATt9
N. ' ,198.05 2. SEE TECHNICAL SPECIFICATIONS FOR DETAILS REGARDING "CMP" PIPE CULVERT INSTALLATION AND
E. 1.99 ACCESS ROAD CONSTRUCTION, PIPES TO BE PLACED IN EXISTING DRAINAGE CHANNELS.
1y 3. COMPACT ACCESS ROAD BASE COURSES IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS.
W
GRADI PLAN TANK C EE ) 4. BASE WIDTH OF DOWNSTREAM CHANNEL VARIES FROM 46' AT THE SPILL GATE STRUCTURE TO 26' AT
THE UPSTREAM END OF THE EXISTING CULVERT STRUCTURE EXCAVATE SIDE SLOPES AT 2H:IV.
0 20 3Q e C) 5. RIPRAP TO BE PLACED FOR 18.0' IN THE AREA DOWNSTREAM OF THE NEW SPILL GATE STRUCTURE.
SCALE 1 _ 6. EXCAVATION OF THE UPSTREAM CHANNEL SHALL NOT BE MORE THAN 24 FEET UPSTREAM OF THE
STRUCTURE.
I
J
_ FI L DESIGN
FOR PERMTTING CBS 7/20/05 ???" rarsD"
REDUCE urTUND IMPACTS TEM a/2/Da WARNING TEM, REPAIR MANCHESTER ROAD (BT-8) SPILL GATES Q
TLS FAYc"TTVILLE, NC 4
/ FINAL DESIGN TEM, 6/25/04 POPE AIR FORCE BASE
?. _._ cemFm FR6,E°,
p - DRAFT FINAL DESIGN SUSMMAL TEM 5/21/04 HKe 22215645
INTERMEDIATE 60w SUBMITTAL TEM 10/70/03 FAYETTEVILLE, NORTH CAROLINA Amber Oaks G THIS BAR DOES emFu?TZ PLANNED MODIFICATIONS
n
4
9400 ATX 7Ben Boulevard NOT MEASURE 1' "em¢r uuuc¢rt.
w / PRELIMINARY DESIGN SU9MtfTAL (3C.^.) TEM 08/13/03 THEN DRAWING IS MTZ
Austin, T% 18729
NOT TO SCALE anr•.
?h eLV DscFIFTIDN OF xcutsioN ? sr i DATE ._ S12-454-4797 8/2/04 SHEET 4 OF
17
•
•
0
T STRUCTURE
I I `
r? I `mSHEtr PIPE m $ T-EXGM'O PIPE
ARCH CULVERT-1 I ARCH -AVERT
1^ I L I/ F
f
V
REMOY GRATING I W76K40 (REMOM
Y --------------- -------- ----- ------------- -------
/?O
---------------------------_--_-__-----_.-_Y•...a_v..
u
I 25.7'2 .?.?.? ~?
RELOCK EXISTING SLIDE GATES ( '`?
(SEE NOTE 4)
Z RE4CVE CAT
HEADWALL CSTRUCTURE ItDTE 4`? L F
Q 34.0'1
Q i NOTp? E
c TOP Or HEAD WALL rGRATING
C.. 174.11 / (REMOVE)
6 I--E STRUCTURE !1
I vARIE,$
II /f 4?1 ! A'?WI6P10
J EXISTING (Z' Ems} --
L
f
I.0'3
/Xv
1 0?
SECTION ?Ik
NOT TO SCAL?- os
O ?.3
I
°r t- Tt:w ""v' To, 3/11/a POPE AIR FORCE BA
I «rt>dmun- eoX aaPrML m mVla23 FAYEITEVIL[,E, NOR'fE] CAP.Oi:
ONMIIWRY 065K S94iLl Tkrsi Td 06/1?/N
m o?.mr n uwo. n a¢
1.0'_
REMOVE CATE OPERATOR AND (
OPERATOR SUPPORTS (GATE
OPERATOR NCT SHOWN) REMOVE GATE HEA;wALL
a.0(SEr NOTE 4) CONCREE STRUCTUP-?
t
I
^! ? NS J1 REUOF_ EY'=NG GP.ATING
• ?V" !,fir (EL 173.21)
`CULVERT HEADWALL .A
TO R.EAUJN
rIXSTND CONCRETE
/ SIDE WAL'S TO PD0161 REMWC TRASHRACK EXtSRJ11t `REMOVE Vf16K40
ECURITY SCREEN
(NOTE 2) AND (SEE SNOTE 4) ?/ A?N,7EEL. 166.71 (TYPJ
E6.91
SEE of
N
I
A L---
os CUTOFF WALL j -
SAWCUT AND REMOVE- g
ALL CONCRETE NCT TD .M.ALE cs
UPSTREAM OF SAWCUT
JO'NI
REMOVE TPASHRACK
AND SECURITY SCREEN
(SEE NOTE 4)
4.0'1
TOD Or
037NO GROUND
4'1 I
I
I
I
EXS ING L
COMPAzrm PILL!
CULVERT HEADWALL
TO REMAIN
C'- 174.11
13.75

j ?
PERSCM14VEL,....-?!!
GATE???!! /a
N 523,234 ..
E 1.998,023
'? i/?' / `N 521.349
?'? ? ? E 1,999.117
REMOVE APPROXIMATELY 155' 0'
EXIS11N--.PERaETER FENCING.
.. (Sti,NOTE?S)
~ EXISTING P---RlmETEZ_ FENCE
?t? NOT TO SCALE
"vI 0 ENSIGNS OF EX!STWO ETT-B WILL COTE STRUCTURE 4. THE GATES. OPERATORS, AND/OR TRPSWW_K WILL Or
ARE APPROXIMATE. CCNTRA;TOR TO FIELD KRI'Y SALVAGED. CARE SHOULD BE TAKEN TO ENSURE 1HE
OIYENS!ONS. FEATURES ARE REMOVED N SUCH A WAY TO PRESERVE
THE EO'JIPME.NT WITHOUT DAMAGE
2. C'ON'CP-7T WALES SUPPORTING EXISTING EMBANKMENT ARE
TO REMAIN UNID!SNRSED. 5. FOR ESTIMATION PURPOSES, ASSWE FLT.-,:E TO DE
CHAN UNK FENCE, APPROXIMATELY 7' HIGH.
3. IN ORDER TO MAINTAIN WATER-CONTROL CAPABILITIES,
OEUOLIPON Or EXISTING STRUCTURE SHALL BEGIN ONLY ??
AFTER OBTAINING WRITTEN APPROVAL FROM THE COR. FNAL DEMN CDC ST-6 SPTIL LATE SIRIKTURC FAYETTF ur- NC
?' PAY
- ?`?1 x? MKP ""K" VSSSH4
"r,.,S fvA DEMOLITION PLAN .? &
9W0 M'oe?irn 4uuM+altl NOT YEwmRE I? -
A,.AV., iK 19725 THEN GgAVIC A 9 " 1 YT`
e/w/oA SKIT S m 17
?? . ETT-B SPILL 3 FEE SHEET PILE DE714 ?.
GATE STRUCTURE- oe
? ,` pg 00 \VI mo ?o
PERR17FR FENCE, SEE FEKING DRWEN SHEET PILE COMO, JCINTS (TYP.) '
(Sfi SHEET 12, TRANSI7IDN. CMOff WALL
+ DETAIL. SHEET 12-\
A I. I OPERATOR D.cK I I '
?11 j II I-- 11 (BEYOND) r II _
ANTENNA TOWE.'
(5 EENCTE2) _?? IIII •? I?' I•? -.?,c
T RAISED CONCRETE LADDER RUHQUS I II I E W CATE i1 HANDRAIL
ANTENNA SUPPORT - I„ II II r II /
EMBEDDED INTO I Cg WATERWAY (SEE SHEET 12)
BLCS7C I V I'1 II II II
I III CONCRETE 11 II I I I I I I ? I If1 ?RfPRAP, RIPRAC 'o
a I BEDDING AND SAND
BASE COURSE. , ?I t I FILL NOT SHOWN FOR n
SJ?-t3ASE COUPE, n I I .. 1 , ...
CWt01'
I II' I , , ...:. .. ..., rTRASHAACK
I J
AND SAN:) FILL NOT I SECURTF GRATE
SHOWN FOR CLARITY L--- _ ...._ 1, .... I i ! '...:.:.. c,,-- SHEET 13)
I :I II 'I
1.
CATEJ li 9'-7#` 9 -7?` II f -6?1 2G,-3,
DRtJE!! SNIE7 PILE) ! SLIDE
J CUTOFF WALL STRUCTURE =N'TFML Ra, I
HANDRAI_ h N. 522,243.2E
(SEE SKEET 12) E. 1,99n,1A.iD
BOTTOM OF TRASHRACK/ EL 157.03 STRUCTURE PLAN E SLICE CATES
SECURITY CATE
D 4 B 12
EL. 227.0 SCALE IN FEET
?I I
J/- PERIMETER FENCE NOT SHOWN
/rJ-.. {IkIIL ? Bf-8 SPIC 3 SEE CJ1TF DEfaL
CAR STRUCTURE u
SILIDE CATE
?I Gs1VAN2E0 STEEL OPERATOR DECK SUPPORT WALLS
ANTENNA TOWER \ (GEtt1NO)7 "yp') (BEYOND) I -_? •??
I EL 1E2.0
7\j!///
~ 2 ( 1 I I PERIMETER fL ,
(SEE SHEET )
U a PU INT 1J
EWB INT
U1©OED O I >2K
CONCRETE j I 1
?I I I
?L (SEE SHEET 10) I I ( EL 176.0 BACKFlIl TO
--L--?------------ ----- - ' -- T -- - - - - uATCH EXISTING
7 D?
ACCESS ROAD E` CRUSHED A."lx{EGATE -- --- - ---- - -- J ----- UN
-- - t '- TR T: NOT
i..l (ACC SHEET 4) ?N4AFOR CLJR
pTSTING BASE COURSE OVER 15` n f0 CU1 TTY
GROUND GRA NG
` CRUSHED AC---Z--AE R In` RBRAO OVER E6` P "POUND
4 Y -- --- --BASE -COURSE
1 2 • RPRAa EECDINC -- ---IT-- 1 -_--
-- 1
_-?----- --------- ^- -
? I { ? ..Tl?i- - -
l
J j 7 -D I ` I N
//,t • I ,.
`\?' I
t?{• L51RUCTURAL 1F9.5 r `I I I STRUCTURAL
' 7N BArXF11 ?5AND FILL \\
•y,n F`SNO FlLL Fl / ?
•.YAY ??S -- -?---- - ?I l
7,! ?n•
a I -?' I z ,r70
.rT
le v
umas OF
EXCAVATION
LTYPE `T' THTWDLLS
i CJ
1?1__--_-_-_-
\

SR DETAIL i GATES NOT

SHOWN FOR CWRrtv
/
e sEE OE7al o
\
,n
V /
CE J/ I
c

?
3 I
I DRNEN SHEET PILE
CMOF" WALL (BEYOND) CONTROL JOQlTS (717.)
IN FLOORS AND EACH WALL
$ I EL 157.75
_______ __
5 25'-C'

STRUCTURE PROFI L
? =
^ ,
?O
eJ ? WA?O° ACROSS FOOTIN,
L PLACE: S-INCH
Y
i r
±I f n .
12 5.

`*
SJLE IN FEET
2
IN
'
P E' el?t1
?ry `WALL DEMN
5 N
# (GLEN MART
EERMG
OR APPROVED mINL).
ENGA
1 oow Ny
ST-B SPCA. GATE STRUM
FAYEf1ENLLE. NC ??
G
e _
a '"'L a CN IDA "KB POPE AIR FORCE BASE
'. _ °a° ""° AY xI
W T& wil/iF,
t FAYE771%TIE
NO
= CAP
ULDU

"" u
u
elm?mstt 9eAn
OWnAL
V
m +Clloru ,
.
. A... ar. r ra t«A 1,06
WT : ,• n ?
STRUCTURE PLAN AND PROFILE
6
{sue
Uywrv p
V tp tC/,o/m +N+Oepxn Boxx,rro
b.M, Tc 7dta
ut
a7o7
s1z tlEl1
TO
wm ro s?

.m 6A„??

swlr a a 17
_ ,K ? oQanor u,om2 a as -
-
.'7

r?
I.r.l
U
it
-ell
:7.
.7
I
L
^^I
I
T
L
20'-C'
TRASH2ICK/ V
SECURITY GRATE f
(SEE SHEET 11) e
1.
k
84'N7V SI.1DE 2_ .
GATE (TYP)
LL-
PERIMETER HWIDRATL (LEFT
FENCE SEE DETAIL 1 ABJ1MEN'1 ONLY)
FOR FENCE 12
MOUNTBNO -- BACCKFlFI OF
lL YARICS
PERIMETER FENC!
20'-0'
13'-6'
C' ASGREOATE BASE COURSE a'ER
15' CRUSHED AGGREnk-, SUR-11LSE
COURSE (LEFT AD111MENT, SHOWN). 18'
RPRAP OtiLR 6' R',PRAP CMDWC;
(P.ICHT ASUNENTj
---------------- ---???--- ----------------------? L---?-
-713 ??Z4
//pp ?' ?'?n N n Jn l1 n
-OPERATOR DECK FILL
CJ SAND C3 a
El. I ?,'.
RPRAP AND DEDDINC
'n (SEE SHEET 4)
SECTION C
--? ~ STRUCTURAL FILL 0 2 4 6 D
(SEE NOTE 1)
17r1; S;AL< IN fEET
I GPOUN? 5'-0'
¢
STRUCTURAL 1? SLIDE car
B2CKFILL? a WATERWAY RLINFDROEMFNT
.".. - - NOT SHOWN
ly.
?
?.? FJ.. 167.0

UM,TS OF
EXCAVATION
mpa
SEE FLUSH
BOTTOM DCTA'L 1
0 4 IS
I
o G ,•TrtL'CTUR11 i
(S+ NOTE 1)
I
oe
0 2 A 6 0
SALE IN FEET
COMPACTED EA;KFlLL
ABOVE PIP: CROWN!
2 -0
/N yJ?
lip
`6' BCDYJ; MATEPLK-
-DRIVEN SHEET PILE
? CUTOFF WALL (TYP.)
Ll. 102D
1'-3' OPERATOR DECK
CONCRETE WALL
2._0.
- gl o
? o
EXISTING GROUND
I o L
-----? -?; -- EL 173.0
Z.. "17
NOT SHOWN
EL 170.0
n. >
AT BOX SECTION;"A
HANDRAIL r. N CJ ^-PERIMETER FENCE
tP CULVERT (SEE SHEET 12) I? 11 . v
4 tCLR[ FENCE TO
EMEEDDED SS EYE BOLTS
fr I73.D V-0. (SEE DETAIL Z. SHEET 12)
TRASHRA.-Y/SECURITY
GRATE (SEE SHE 11 T.Ie F
c
I ci 3. 2 f"l'
I CRWN
I I
P- 167.0 RENFORCEMEN7
NDT SHOWN
\
1
i^
JtNCTICNS.
F D NOTES
UP'TRE PIP GRILL 2 06 STRUC? BACI?FILLAOB?PAC
NOT 10 SCALE 0 0 2 A 6 6 FOUNDATION TO GRADE PRIOR TO PLACING
STRU;TURAL FILLCONCRETE FOR SPILL GATE STRVTURL
(SEE NOTE 1) SCALE IN FEET
3/6' ROUND
WIELDED AT Al
MAX OPENING
BACKFILL FOR PIPeS
D A B 12
SCALE IN F-M
FWAL DEMIGN
TER .na.w
"
M-3 Spu GAT
STR

Fp4AL
°`
S`"
rtN
N'°/°'
P,s E
UL
Nnc FAYETTEMAI.E, HC
!?
.. fYNNE TN31.'il Su9d11L
NWT HEY 2/71/ POPE AIR FORCE BASE
C .5
,,
?
HO
NTEARQV.TE 8= AL TEN N0/,./w .
\ FAYF.E UZ. NOP.TH CARDMNA
'.•.;,..:

Oou
F TNS W 0M
STRUCTURE SEC'iIONS

y
Vi?lvrn iKS41 u
(JC
z
TEN
?gq3?7
( NN G lrr...G b
"'•c?..nk I
AND D`TAJ
S
%2 ?
? T2,
112-IS.-4727 _. TO s-lE i"" 6/30701 `
sKr 7 Q 17
LJ
D

J
^1
.1.
v
r
12d
?iy
U

h?
? Ix
c
`i
^I
F..V
1 {
o
I
M
O
L?
E'_ 178A
EL 167.0
SECTION a?
ob
0 2 4 6
I!T?
SCALE 14 FECT
RCNFORCEUENT
NOT SHOWN
L SmD e. ?•_.• SEE WATFRS70P DETAIL
FILL -? `
1 r t r2,; N 1
0
6' p1t WATEPSTOP
CONTROL JOINT
1
DE%L
06
0 7 4 6
SCAL IN FEET
DWft n..k FC%0 9B AL
Nasclwr[ 4= sJeWTIA,
2mTa2w2r oaol s4vNA. I?
2vona>« v c?aa.T
REINFORCEMENT
NOT SHOWN
1 { .
:: SAND
CJ ° L FlLL?
.YVI
I
0 6 "?
??y c
14 :x: FF?'! 6' PVC WATERS 00 `
L CONTROL JpM
2
2 4 6
SCALE N FEET
POPE AIR FORCE BASE
' FAYMMgUZZ, VOPT CAROUNA
1
O
i .1?' • I 1 _C.
I o
REINFORCEMENT
1
NOT SHOWN
I,1
COLUMN SUPPORT RAIL s
D 2 ce
SCALE IN FEET
2'-0'
L
N'SDE fACE
O?- FLOW
J SLOTTEC
CHAN4EL pVC PIPE
(SEE NOT[ 1}
'EINFORCEUENT
DRAIN PIPE SECTION NOT SHOWN
F
m
O 2 ! 6
SCALE IN FFET
SHcEIPILE QEfAIL
0 4 6
SCALE N FEEL
PZ-22 STEEL SHEET
PILE SECTIONS
TYPICAL ry P E 4
c?
1, SLOTTED PVC PIPE LOCATED AT THE BOTTOM. DOWNSTREAM
CORNER OF THE LEFT AND R1C1i1 CONCRETE BOX SECT.ONS.
LOCATE THE PIPES ON THE INSIDE (CHANNEL) SIDE OF THE
BOX CULVERTS TO OPA'N WATER COLLECTED w Try; BOX
SECTION;.

ar a sm(
u>r sTelclu;c rATCMA
W
? 2 ? TL5 ,
t,E;
L
II-b- 0.. F TMS W DOM m STRUCTURAL DETAILS
olaa a.e.? e.w..d Tar
Is .?.w..

51214.
TX
512-454-47S7 7S7 97 s
1 WT TO
NCr 10 7xL TZ

bn 6/75/OI

sw-p a pr 17
r
u
}

'
'

'
?
'
'
"

111

'
'
-71 <
(
1606'

N D
/601
-D -O
0601
I 5
-:
LCCS }601
-C
`0806- ^ /
I6zJ2'-1.012' h
06z?'-1.012" iv 4' I C i a l2
V' 4• SAL' IN FEE' ,
((j '--P222 STEEL
SHfE'f PILE (TtP.)
NOTES:
? 5ECi1QNe N c
m DD 1. SEE SHEET 10 FOR CENERAL STRUMURAL NOTES
0 4 6 12 0 4 L 12 .. AOJUS7 SPACING AS NECESSARY TO ENSURE 5-06 AT THE
I UPSTREAU FACE EXTEND VERTICAtlr BETWEEN TH. CATE
SCALE N FEET SCALE N FEEL OPENINGS LiANTNh' J" OF CO','ER AT CC>ti'1RJ. JO'ITTS.
[?

r m o U o
CONTROL JOINT i Ia -8 SPILL GATE STR MRE
...
r 7 50'_0 CONTROL JOINT
CONTROL JOINT / I EL. 182.0
u'-0• I E SURE GATES CONTROL JONT
0800' NEAR FACE ! EL 178.0
1'-J' 1 1
G ? I 1"3?
0-1
ua i'-1"
O °p
0601'-0'
I
I 0501'-0' FAR FACE
060 i'-0' Cl o
I 1'--•
601'-OI l
EL 177A

rt?cc
06Q1'-0. R¢ o6uA 1 1
0601'-U-
? ?
}50t'-0' ?` h't
?
?
? 0601'-O'
? }6Q1'-G'
/601'-G•
EL. 167 0

1Y LEGS

1 U

{601'_g

?N 12 lCS

0606' V", NOTE 2

'
'

0601'-0'

Ii LECS

I
12, IEUE
^1
I 1
I -7j
9
I
--T1N a
D?
0 4 8 12
CA-1E N FELT
r

?:l
iF..dl
1
I
1'-S' I
?
EL 18LC ?
^

EL 1820

'

k ?

EL. 1710
r.w ,? ( n }601 -C
~ 0806' ?
'
' (601'-C'
0601'-0'
U F 0601
-L ?/ 11E
0
LL n
8 EL 1180 .
. }601'-C'
I?_« !
?
I El. 167.0
l
9
5 CL 115.0 ? 0601'-D' }601•-C'
ro
OLOCX6'JT OETAIL 12' LEGS 17' LE.-6 I
}6zJL? t-1'o1T E01 -0. }E01'-0' 1
n
1• I 0601'-0'
2'-0' LEGS
i'-P' 9ENC5 (TYP.) J
f }501._0.
EL 187.0 r
EL 167X:

I
FRAL DESIGN
? .I h
,Af

FI 06SCK
M • D KI FEML X-V'. 9JBYRLI
N 4AYFDfl E 40L S?
4 PAEL.,,- DCsn. LWIL- IJa1
r y ? q Own' n u?m
POPE AIR FORCE BASE
r FAYE,7EV=, NORTH CAROLINA
9{00 M
O E V e o °
1X
Au.tn. 'I6715
i 51F-IN-1]07
2. SCE SHEET 10 FOR ANTENNA NDUNTINC; DETA'-
>" ti Q
1i1biG Bf-8 SPL1 CAPE 4R1CtUiE
FATLTIEVILI, NCI J
IF r4S W D06 REINFORCEMENT DETAILS
WX ?U --1" (SHEET I OF 2)
tNTll U-0 5 Y7
MlI TO soca - 6/30/01 Lm 9 v 17
•
CAn
x7,
U
bb
r
n
F-4
r
r:r?
YEN
F!?
Us
YT
Y
t7
{1
E-o", 1 as
Q7
I
Q
M
O
FY 178.0
El 167.0
`(. r r
?l:i If I
Ic LEM ,•
F E
D6
0 2 4 6
SCALE IN FLIT
ANTENNA TOATR
< Cx
o'
1'-C OIAv
• of ! HOOFS (TYP.) m
ANTENNA TOWER MOUNTING
O 2 4 6
01111111111
SCALE IN FEET
FOUL rlL
a r K 2N 51ATr"m
WrOtWE NTE M SJSWI"K
FR]AYxaT' UC9Yie 9 rt& Om
amnoi a nmP?
I I
1
?d01'-C" A
N\
A
X601'-G"? ? I
F BT-11 SPILL GATE STRUCTURE
X601'-C i ?6o7'-C'
1 n
SEE COLUMN'
1'-C' m r
fAe,' n'
i? ?°l Jf 1
I
/
A x I d,
?601'-0"
FSTNFORCEUFIIT
L DOWEJS
I
QI
I
3/t' nu
EN[ RIM--
CONCRETE FACE
??.. nn N
ry .r
I ? d.
,IsoyF.1111 J1 SECTIO
LADDER DETAIL
NOT IV SCALE
POPE AIR FORCE BASE
FAYE7M7[.fE, NORYH CAROLNA
COLUMN SUPPORT DETAIL T
IS
9 2 3
??7? SCALE IN FEET
NOTES
1. - A CLOSED CI?RGLE AT THE END OF A BAR INDICATES A FEND WTH
THE BAR TURNED TOWARDS THE 0°SERVEP..
SPLICES SHOWN THIS INO:CATE A UPPED SPLICE, NOT A BEND IN THE
BAR.
DIMEIS',ONS EETWEEN BARS ARE TO THE CENTERLINE Or THE BAPS UNLESS
' OTHERWISE SHOWN. CLEAR CCNT.R DIMENSIONS ARE MARKED "CL'.
4. PLACE THE REINFORCEMENT SO THAT THE CLEAR DISTANCE BETWEEN FACE Or
CONCRETE AND NEAREST PENFORCCMENT Is 1' FOR 05 BARS AND SMALLER,
FOR f6 BARS THROUGH }6 BARS AND 3' FOR 19 BINS THROUGH Oil BARS.
PRCVIDE J" CL1R DISTANCE FROM FACE OF CONCRETE FOR ALL DABS WHEN THE
CONCRETE IS PLACED AGAINST EARTH OR ROCK CLEAR DISTANCE IS THE DESIGN
DIMENSION LWC REINFORCEMENT PARALLELIINO CONSTRUCTION J0YNT5 SHALL HAVE
A MINIMUM OF 2' CLEAR COVER.
5. UNLESS OTHER RA:IUS BENDS ARE INO'.CATED ON THE DRAWINGS. ALL
REINFORCEMENT RECUIRNG BENDNC SHALL BE BENT AROUND A. PIN HAVING THE
FOLLOWNG D'AA,ETER,,
PIN f111MrrFR IV IN^MFC
EAR NO. J 4 1 5 1 6 7 5 1 9 1 ,0 1 1 11
STANDARD BENDS 12 1/41 3 3 )/414 Ill 5 1/4 6 19 1/2110 3/ 12
STIRRUP AND Ti: BEN a 11 1/21 2 2 1/214 1/2 5 1/41 6 I - I -
6. REINFORCEMENT MAY BE ADJUSTED LATERALLY TO MA1NTbN A CLEAR D.STANCE OF
AT LEAST I" BETWEEN THE RE'NFOZOEMENT AND WATEP.STOPS, m=KnR BOLTS.
FORM TES. THIMDLE A14D OT}SR EMBEDDED MATERIALS.
7. BAR SUPPORTS, SPACERS. AND OTHER A;CCSSORICS ARE NOT SHOtM ON THE
CRAWINCS. TFT P.ECOMMENIATICNS OF THE ACI CETAJLING MANUAL-1988, OR
OTHER APPROVE SUPPORTING SYSTEU MAY EE USED.
8. UNLESS OTHERWISE SHOWN FOLLOW THE RECOMMENDATIONS ESTABLISHED B! THE
AMERICAN CONCRf < 1-47IM17S 'MANUAL OF STANDARD PRACTICE FOR DETAIL=
REINFORCED CONCRETE STR'UCRRt'S. A.'T 315'.
9. SPLRti LENGTHS SHOWN ON THE TABLE ON MR DRAWING ARE FOR CLASS H
SPLICES IN ACCCROMCE WITH ACI 3115-02 SPUC'S OR DEVELOPMENT LENGTHS
OTHER TNAN IHCS-L SHOWN IN THE TABLES MUST BE DETAILED ON THE
REINFORCEMENT 06164 DRAWINGS.
SECTION A
9
0 I 2 3
SCA'- IN FL-
10. THE MINIMUM LENGTH OF LAP FOR SPLCNG PARALLEL DUNS SHALL DE
GIVEN IN THE APPLICABLE TABLE (REINFORCEMENT TALLL). SPLICES SHALL
DE STAZGERED TO ZK 24 INCHES CLEAR BETWEEN ENDS OF ADJACENT
SPLICES. BARS SRUCED BT NONCONTACT LAP SPLICES SHALL NOT B:
SPACED TPANSVEP.SELY FARTHER APART THAN ONE-FIFTH THE REOUIRED
LAP SPLICE LENGTH. NOR 5 IL WHEN REINFORCEN: BARS OF DIFTLRENT
SCE ARE TO DE SPLICED, THE LENCTHS OF LAP SKILL. BE CDVLRNZD Sy
THE SMALLER DVJ4LTLR BLED. SPLICES ARE TO BE MADE 50 THAT THE
REQUIRED CLEAR DISANCES TO FACE- OF CONCRETE WILL EE MANTAINED-
fONFORCEM;NT TA13
x.4000 Rz f.-60.000 Psl

BAR
SIZE MINIMUM
E TO r LENGTH OF LAPPED DEVELOPVENT LENGTH
SPLICE (INCHES) (Ld) (INCHES)

f BAR SPACING
(Iw,UfES)
TDP
BARS'
OTHER TOP OTHER
awls BARS' BARS
3 I 3 24 19 19 15
4 3 33 25 25 19
5 ) 41 31 11 24
6 4 49 37 37 29
7 5 71 54 54 42
6 5 E1 62 E2 td
9 6 91 % 70 54
10 9 102 78 76 60
U 19 113 87 NT7 ` 67
TOP BARS ARE HDRRONTAL DAPS IN BEAMS AND SLABS
SO PLACED TWAT MORE THWN 12' OF CONCRETE IS
CAST IN THE MEMBER E2CW THE W.
SPLICES MUST DE STACOERED
95% DESIGN
Try EIT-E SPILL CATE STRUCil84£ FAYERE>11.LE, me

pA(? NKH 9j119619

Amw Der
a T6 WA
DCCS REINFORCEMENT DETAILS
6An Bw,MMOrY
9AD9
0-14'K ,'
WENOfx TA? I E
?.P

MTi
(SHEET 2 OF 2)

1V
Tx 7
7 N°T M 5<"F °`°
797
5l
12i-4s4-4 - s/IS/oF sxEtr 10 ? 17
11,
r-PERwETER fEtY'E NOT
4 SLICE GATES 1 SHOWN
? LVOER RUNGS EMBEDDED INTO t SPILL CUE STRUCTURE
Cr. CONICRETE ~ < =
r.i NANDRAIL
an {SHEET 12)
l .I
V
I I J I
OR1'EN SHEET PILE
CUTOFF WAIL
47'-C•
SEE BOLTING
L 1820
CETAIL I, THIS SNEEI
TO" 0'

TRLSHRACK EL 1820
-TOP OF EL 181.16
TRASHRALK/SECURITY
GIWTE, EL 181.16 EL 175

J ,.
llj
l J
+??
i EL 173.C f!
LSLIDE CATE
EL 167.01
EL 167.C 1
L WATERWAY
I
NOT SHOWN
SCE Do,-1114G
DETAL 1, TH'S SHEET
SECTION A
0 4 8 2 6
SCAN IN FEET
?4'. 1/2' TRASHRACK BAPS
TOP OF TRASHRACK/
SECURITY GRATE
BA.'%FI;1 BACKFgL
NOT SHOWN, NOT SHOWN
I I
------ ---'------'--_-__-----'-
TRASHRACK ELEVATION
0 4 6 12 16
SCALE IN FEET
EL IMC',
o
? C 181.16'
TRASHRACK/
SG^URITY GRATE
9
F CUT MOUNTING ENOS OF
TRASHRACK GRATING TO CE
FWSH WTTH HORIZONTAL AND
YERTIC4 FACZS
f
T
A
WELD AT ALL JOINTS
rr s.
a
.11.5 CF STEEL RC
EPOXY ANCHOR 0 BE FLUSH WITH
?;?.,'.•,.? OR FATES
•.9
REINFOPCAIENT
NOT SHOWN
1• STEEL
i

O "

-
D 4 8 12 16
6
tf
SCALE IN INCHES
M

M .,
I- 014„ ,IML 93,31 SAKI,.
44'(AUmY.'T !3 4MY71t
r9G.MW.CY D!2M SD81lTll I "y„?
r awn a uimn

o

I z .,
?v

1 u
•? o

4• CLEAR BOTTOM CF TRASHRMK/
Imo) SECURITY CRAiE
TYPI. ! TRASH RACK /SECLIR TTY GRATE PAN=1
(9 REWIRED)
0 2 4 6
SCAN: IN FEET
POPE AIR FORCE BASE
FAY= .:VALE, hCRTH CAROLINA A D,,
1497 ATOfpn Iwhae
A-t? TK 78775
517-454-4797
'7116 STEEL PLATE'--?
J I!
4'KI/2' TRASHRL'K B
9'KIf2' 1RASHRACK OAAS
\\ TOP CONNECTION DETAIL

i
L
- - -
f F

1 I
a
U"'LL
y THRO
j STEIL

1$• DM.
UGH FOR
RD= (T

HOLES
1' CIA
'P.) I

I

/4' I

i
?, I

1• CIA, STEEL RODS-/
S'Xt/2? STEEL PLATE J
HOLE FOR 'L 4•K1/Z' 7RASHfUCK
EPOXY ANCHOR W-5
BOTTOM CONNECTION D"TAII SIDE VIEW
0 6 9 12
SCALE IN INCHES
NOTES•
t. THE TRASHRADK AND PERIMETER FENCING SHALE COAIFORM TO MIL
wjcsBDOK 1017/10,•DESNN OUd1C1NE5 FDR BECUR(iY FENCING,
GATES, BARRICRS, AND GUARD FACIUTCS'. 95on' DES13N
VAaDC ?. .. TOd UT-8 SPCC GATE StRix1URE FAYETMVUL Nts?m Q
TS 2
e A
? wtcn uTL L1
IF T IE SNt WM T, TRASHRACK / SECURFTY GRATE .VT 1KA9:7RE I•
T-[M DwfVC IF ui(
bT TO Sxx - 5R1/D4 1 ? 17
11,
Ell,
N
9..I
H
F
z
Y.r
W
U ?
r?
1
1
S
F
I? C
I e
^I
M
O .
END POST
ALL POST SPACING
uHE GoTRr9ER ?
to PCSI
RAL P0?51
SPLICE
BRACE i
BAND
Ly,.
TMSION ASTEN TENSION, BAND k
?" pYP,) ? • 0?1 TENSION BAR
o i
I
• I
S. n
rte,
u TENSION WIR:J ?q "' WtC. °
n o (NOTE 1) r
u2t'i
1/B
TMC-A FENCING
HOT TO SCMI
CHAINUNK MESH (NOTE 2)
1 1/2' DA, SON 40
PIPE RATS, HAT DIP
GALVANIZED
v
6 6'-C' MAY R 1
I S 12
1 !
Z
??- RCINFDRD?JAENT
NOT SHOWN
HANDRAIL WfTH CFWN LINK MESH DETAIL
NOT TD SCALE
(SEE NOTE E)
CRAW LOCKING SYSTEM
MITT TO SCALE
Ifs rwLr><sn m Arsroa
DR ?T Fl'+'t D9], SbTLI 1[L 5/11/M
le?d
IfILiiI1AATC acs 1lBNIiN to ,O/1Dfw
AN PWUJM 1 DLSI- TJ9 Ri 0M) TEM W/I310)
POPE AIP, FORCE BASE
FAYMEVIUZ. NORM CAROLINA
A ew Dd
9400 A-M I.. Bou-V
link, TX 76719
512-I5A-1797
HORIONTAL
RAY k 3/E'
ROD
EN'
PERMEILR
DECK
3'A WEEP NOTE
CATE ODEN!NC CONTROL JOINT
FENCE TRANSfTION DETAIL
NOT TO SEAL
TENSION WIRE
SS EYE BOLT WTH
DETAIL z
9C BEND (11?)
12
D T' Y 4' r
0
r 116'm DOE3
Tot MfARI4E 1'
NOT 10 S%1f
SEE DETAt- 1•
TH5 SHEET
DST
BANDS AND
rR BAR AT
DE
S/6' HOLE FOR 1/2' DA. SS
THREADED AN„^HOP,S 1'
IONC WITH C EMOEpuEAT.
LS- HR HY150 ADHESM1:
ST•61EM, H01 03 COUAL
1/2 ' DLA. SCL 40
fYP.) HOT DP CALVANSEO
/4' STEEL PLATE HOT O.D
CALVAN:ZED
HANDRAIL SUPPORT BRACKET 1
NOT TO SCALL- [f,C7
NOTES:
1. WHENEVER UNEVEN GROUND (BOTTOM OPENING LARCER THAN 2 INCHES) G
ENCOUNTERED, FILL IN BELOW FENCE WITH ADO7ONAL STRANDS OF
BARBED MRE AT 4-RY.'H SPK7N;.
2. ATTACH FA--RC TO AL FENCE AND GATE STRU;TLFRE AT 1- INTERVALS
VERTICALLY AND A7 20' HORIZONTALLY.
3. OuatSIO,15 or D c"NG CFUtN LINK A=S GATE INCLUDING POST
EMBEDMENT DEPTH ARD UNKNOWN. ACTUAL FIELD OMEI,'SCHS RECUIREO TO
COMPLETE THE WORK SHALL DE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
DEVELOPMENT or SHOP DRAWINGS.
4. PROVOS, FADR9:ATE, AND INSTAL CHAIN LINK FENCE AND CHAIN LINK FELAE
VEHICLE GAT: COMPONENTS IN ACCORDANCE WITH THE REOUIREMENT5 OF THE
TECHN'CAL SPECIFIGU:CNS ALL FENCING STEEL MATERIALS TO BE HOT-DIPPED
GALVANQCD AFTER FADRKJSAN.
5. CAST SS EYE DCLTS IN CONCRETE TO SECUW- BASE OF FENCE. THIS
INGLLIOES VERTICAL CDNDRCTE SURFACE AT TRAJIMON TO OPERITDR DECK.
6. PADLOCK 70 CONFORM WITH Yd-HD9K-1013/10 AND RR-F-191/7 AS AN
APPROVED GENERAL FETD SERVICE PADLOCK. AXITIONALLY, PAD.DC:S TC
HA'Ur A REIA'NABLE CORE
MAL D_SM
BT-9 SP%L GATE STR=IJPL FAYIIM%lr. HD Q
n NNB'? 1935x49
TYPICAL FENCE DETAILS .? 12
6/75/Da sear 12 DE 17
?11
!L-tW- %,nwry UNIS htM;c Vr-HIGL. VAlt
NOT TO SCAIF
r-
a.,
0
M
J
r
w
U
c.

Ic
0
0
A
0
M
O
a
c?
L
EXISTING
i ELECTRICAL PULL
BOX (SEE NOTE 3)
C ELECT DUCT BANK
17
DUCT BANK
FOR POWER FEEDER
(PC-1)
10', 4' COPPER
GROUND RODS
(3 EA.)

ANTENNA
TOWER _

}11 i
i
1 ??' wNW
? y
i

r0 ' .

f
ELECT DUCT BANK / C DUCT BANK \
LINE FOR CAMERA/FLOOD 1y HT
(PC-10)
I

0 10 20 25 -- -
SCALE IN FEET
10', a' COPPER
GROUND RODS
(3 EA.)
NOTES:
1) REUSE EXISTING UTILITY POLE
WITH 45 kVA TRANSFORMER BANK
(3-15 kVA, 10),
LOCATED NEAR POLE
#2A-16-12.
2) PROVIDE NEW CIRCUIT (PC-1)
FROM TRANSFORMER SECONDARY
TO NEW MAIN SAFETY SWITCH
(SS-1). SEE EQUIPMENT RISER,
CONDUIT, AND CABLE SCHEDULE
ON SHEET 15. MINIMUM BURIED
DEPTH OF PC-1 AND PC-10
SHALL BE 2'-0".
I
10', 4' COPPER
4 3 HORIZONTAL DISTANCE FROM EXISTING POLE

ryo O
RODS MOUNTED TRANSFORMERS TO EXISTING
(3 ?•J ` ELECTRICAL PULL BOX IS APPROXIMATELY 400 FT.
USE EXISTING CONDUIT FOR PC-1 FROM
SECONDARY TO EXISTING ELECTRICAL PULL BOX.
SEE DETAIL A I 4) MOUNT ALL ELECTRICAL EQUIPMENT
CAMERA/FLOOD LIGHT ABOVE EL. 180 FT.
LOCATION
N ' ? QE$(?N
5E DETAIL B SHEET 17
SEE DE
17
$ < rEVCa
WARNING ®@ REPAIR MANCHESTER RQA? (6T-8) SPILL GATES Q
wwc DT FAYERVILLE, NC
. c ?
2215549
POPE AIR FORCE BASE mo 2
e+9
V C90 7/20/05 FAYMEVILLE, NORTH CAROLINA
Ambw Oaks F TH5 aAR ? ""vs

- ELECTRICAL PLAN !`d mwim
FFB 6/25/04
9400 AmbsiWm Bouknard NOT LEASIIIE Y
THEN ORANINO 15 T wilt
IgOi_
DRAFT FINAL DESIGN S16110TN. Of 5/21/04 Austin, TX 75729 NOT TO MILE CVL 9/25/ SHEET 14 OF 17
y RFY DCSMWWN OF REV501 fff DA= _ 512-454-4797

r
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----- --- ---------------------------=====1====--------------------- ------ -------------------------
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---------------------------
____________________
- ------- -----
A.
z
U BT-8 SPILL GATE
?PC•10
Cs,Md 10 69.w/rko9 E,yil
Pte{
N '
F u I u M u u a-13-? I
1 ACi I 2
T tir5 ACT
-1 PC-7 PC-T ( ?1(-7 -PG-7 T
a-t a-f ii
am-79 SM BTi-7A FP-1 SS-1
a1 J 1
J ` Il R 10
-6 a-x I`G-2 CC-2 `CC-2 a-2 6
tl
{ I C-7 `CC-6 `V-!, CC-4 C- PC-9 )-Y,-2
I I
Q $ L--------9 ---- , '10
- - - - - - - - - - - - - - -- -- vex s J / a-
'V s'1L rwE/wP'aWr
RAU ron PANGS A
I Xnart.
A X RISER DIAGRAM
T (VIEW FACING SOUTH)
X POPE AIR FORCE BASE
w as rm FAYEl1E9A LC, NCT?CH CAROLINA ft, r O.1A
C /J pWT AWL CCSCN 5M9wnAL 0=x) Ir 5/21/W ( 94M A - 8-
TX 78729
m o?na d 1Im W Da[ 512-459-4797
DESIDNATK)N I FROM TO COND, SIZE! CONDUCTORS OTY SIZE REMARKS
PC-1 POLE MTD XFMR SEC. (DOSTINC) SARR' SWOCH Sc-1 2' 4C)1, iC)I GND 2DS VA:, 3 PH. IN,:OMIN; POWER
PC-2 SAFETY SWATCH SS-1, LOAD SID[ POWER PNL, PP-1 2' 4C)1, 1C)I CND 205 VA:. 3 PH. INCOM!NC POAEP.
PC-3 POWEP. PNL PF-I PC-4 15[)1. 5Cj10 ONO 2D6 VAC, 3 PH. PWR_ TO A_"TUITDRS
P; PC-3 P:-5 I-1/4' 12[)10. 4C)I0 GNO 208 VAC, 3 PH. PICK. TO ACTUATORS
P:-5 5 PC-4 PL-6 I' 0C)10, 30/10 GND 206 VA7- 3 PH. P8R TO ACNATORS
Y,-6 PC-5 PC-7 2C 10 CND 208 N4;, 3 PH. PWR TO ACTUATORS
PC-7 PC-3, PC-A, PC-5, PC-E CATE A"TMATOPS 1-5 3e4' 3CIV1C, IC f0 6ND 205 VA:, 3 PH. PPP, TO ACTUATORS
PC-6 P0ATIR PNL PP-I P:-9 1 IC 12 GND 120 VAC PWR. TO MONACO W2-7A $ B
P11-9 PC-6 ST2-7A 67-78 3/X' C)12, 2C/12 GND 120 VAC PWR. TO MONACO SR-7A k D
PC-10 POWER PNL PF-1 VIDEO J-6OX 3/A' 2C)12, IC 12 CND 120 VAC PWR, TD U,DEO PWR. SUPPLY
PC-11 VIDEO J-DOX LYHTS AT CAMERA Z14' 2012, IC?12 GND 120 VAC PWR, TO CAMERA UGHTS
CC-1 GATE 1-5 MOV PSM GTE A"TLIATOP.S 1-5 1 20,011 CONTROL WIRE TO GTE ACTUATORS
CC-2 C-3..7 GTE 1-5 MOVE PEN 1' 23C# 14 CONTROL WIRES TO GTE ACTUATORS
C-s --T,-7A a-2, WE 1 1-1/7'
2 95:)19 CONTROL WIRLS
C-/ C-3 CC-2, GTE 2 1-,/. 26C )t9 CONTRO: WIRES
CC-5 C-4 a-2, GTE 3 1-1/Y C) IA CONTPO. WRS
CC-E C-5 LC-Z, GTE a 1-1/I' 11,)14 CONTROL WIRES
CC-7 C--6 CC-2 GTE 5 T-I/Z' 31Cj11 CONTROL MR'S
C/-'-8 C-7 Bt7-79 1-1/2' 54Cr14 CONTROL WARES
CC-9 VIDEO J-SO% CAMERA 1-1g' PWR- CONTROL, k COW( TO CAMERA
CC-f0 NDED J-EAOX VIDEO XMTR PWR- CONTROL, & COAX TO MED XMTR
CC-11 V1DE0 XUTR ANTENNA A-2 3/4' COAX TO ANTENNA
CC-12 MONACO ST2-74 k B
= LIONTIN'O ARR. LA-1 3/4' COAX TO LA-1 (2 PLACES)
C-IS W.NG ARR. LA-1
U ANTENNA, A-1 COAX TO ANTENNA (2 PLACES)
CONDUIT & CABLE SCHEDULE
NOTES: 1) SEE DRAWING 16 FOR ADDMONAL CETRLS ON SSA.
2) WIRING GLITTER IS AN ACCEPTADLE ALTERNANS FOR CONDUITS AT PA-lK EXCEPT FOR CC-9 THROUGH CC-13.
3) ALL CONDUIT S2E5 ARE MINMUM SZES FOR CONJUR. LARGER S2b ART- A =u TAaLE O CALLED OUT ETSEWHERE !, TH5 DRAIYMO PACKAGE.
A) SEE SPECIFICATIONS M DMSION 16 FOR ACOTIONAL MFORMATION RE^.ARDINO MATERLALS AND N3UJIATX3N. FVAL DEEM
?wGTE Q
WuNWS DT 1IT-a SPIV. COTE STRV Pl FATETIE171.E Pr-
DT
9??1
""`= 222Jxn
r Twc AMA "IS ? CONDUIT & CABLE DETAIL
,tOI YJSIAE I' Y -
AN ?,.: 5 ELECTRICAL RISER DIAGRAM
... Nm To PxC .a 6/2.5/04 snm 15 of 17
t-
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ccxw -1.
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iceuu?«? I naaw . mn?sn. u sln .n. >-
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II
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I
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IS
POPE AIR FORCE BASE
CAWERl
1s[E 5
TOP OF C4ADE
0 I R. I IMlf MATION TAPE
L..?? PDLVE-WeUkE F"
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1 =:' • Z
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ELECT DUCT BANK C
=8-UP TYPE A q A NO REINORCE]AENT I+
16
FWAL DES04 EM 6125/a ,; FAYLT7'E1'[L[.E, h-RTH CABOLAA
DM'T NYL D'Sf+11 SJ6WrV.; W 5/2 1/a
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'°r =3 is ELECTRICAL DETAILS
_ NOT ID SCAU "` eJa/a SKS 17 or 17
...._..?:
t7
Pope Air Force Base
43 Civil Engineering Squadron/CC
560 Interceptor Road
Pope AFB, NC 28308-2314
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 28, 2005
Subject Property: Manchester Road Repair
Approval of 401 Water Quality Certification with Additional Conditions
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1995
Cumberland County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.096 acres of wetlands and 105 feet of perennial streams for the purpose of
repairing Manchester Road at the subject property, as described within your application dated April 18,
2005 and received by the N.C. Division of Water Quality (DWQ) on April 21, 2005. After reviewing
your application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3366 and 3402 (GC3366 and 3402). The Certification(s) allows you to use Nationwide
Permit(s) 18 and 33 when issued by the US Army Corps of Engineers (USAGE). In addition, you should
obtain or otherwise comply with any other required federal, state., or local permits before you go ahead
with your project including (but not limited to) Erosion and Sediment Control, and Non-discharge
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
ATF?
4G
9a --)
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The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream 105 (feet) Tanks Creek
404/CAMA Wetlands 0.0996 (acres)
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto•//h2o enr state.nc.us/ncwetlands
Nose Carolina
Ntura!!y
Pope Air Force Base
Page 2 of 3
April 28, 2005
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent. practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of

Pope Air Force Base
Page 3 of 3
April 28, 2005
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Ken Averitte in the DWQ Fayetteville Regional Office at 910486-1541.
AWKlcbk/bs
Enclosures: GC 3402 and 3366
Certificate of Completion
cc: USACE Wilmington Regulatory Field Office
DWQ Fayetteville Regional Office
DLR Fayetteville Regional Office
File Copy
Central Files
Filename: f04-1995 Pope Airforce Base Manchester Ext (Cumberland) 401
Sincerely,

DEPARTMENT OF THE AIR FORCE
HEADQUARTERS 43D AIRLIFT WING (AMC)
POPE AIR FORCE BASE NORTH CAROLINA
18 APR tom
MEMORANDUM FOR NCDENR, DIVISION OF WATER QUALITY
ATTN: 4011WETLANDS UNIT .:
FROM: 43 CES/CC
560 Interceptor Road
Pope AFB, NC 28308-2314 401 ISSN
SUBJECT: Amended Request of 401 Water Quality Certification, Repair Manchester Road
(BT-8) Spill Gates Project, Pope AFB, NC; Reference Project No. 04-1995
1. The purpose of this amended application package is to request a 401 Water Quality Certification for
the repair by replacement of an existing spill gate structure, which has structural deficiencies. As
instructed by Mr. Ken Averitte from your Fayetteville Regional Office on 7 Jan 05, the original
application package dated 12 Dec 04 needed to be amended to also apply for a Nationwide Permit No. 33
to be able to use a temporary diversion channel during this project.
2. We are hereby submitting seven sets of the completed US Army Corps of Engineers (USACE)
amended Preconstruction Notification (PCN), and application for a Nationwide Permit No. 18 and a
Nationwide Permit No. 33 (Attachment 1) for the subject project. Additional documents in support of this
amended application package are provided as Attachments 2 through 5. The total wetland impact is 0.096
acres, which is within the threshold for the Nationwide Permit No. 18. The package also explains that,
under the Nationwide Permit No. 33 being requested, the diversion channel to be used for this project will
temporarily impact 0.0037 acres.
3. We have already submitted the amended PCN and application package for the Nationwide Permit
No. 18 and Nationwide Permit No. 33 to the USACE. A check for $200.00 from the project's contractor
was already provided to your office with our initial application package submitted on 12 Dec 04.
4. Should you have any questions, please contact. Mr. Alberto R. Marquez, Water Quality Program
Manager, at [phone].
MICHAEL R. HASS, Lt Col,
_!I1?
Commander
APR 2 2b05
Attachments:
1. PCN and Nationwide Permit No. 18 and No. 33 Application DENR - WATER qu iIT?,
2. Project Location Map 11?E1UWQSMDSTORMWkiRBR4WH
3. Proposed Project Design Plan
4. Wetland Impacts from the Proposed Design Plan
5. State Clearinghouse NEPA Final Approval Letter
AMC-Global Reach for America
J
Office Use Only' Form Version May 2402
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NW%)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 18 and
Nationwide 33 Permits
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
® 4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
F&EOwR P
1. Owner/Applicant Information AUG 1. 6 ?005
Name: Pope Air Force Base, Attn: Lt Col Frank Freeman III
Mailing Address: 43d Civil Enaineerina Squadron/CC VENR - YVAI LR QUALM tY
%=N QS NO STBRW?*ER BRA 4CH
560 Interceptor Road
Pope AFB NC 28208
Telephone Number: 910-394-2561 Fax Number: 910-394-1643
E-mail Address: frank freemanOyope.af.mil
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
C.7
Page 5 of 14
Telephone Number: Fax Number:
E-mail Address:
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than l I by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Repair Manchester Road (BT-8) Spill Gates, Pone AFB
® 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Cumberland Nearest Town: Spring, Lake
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the intersection of SR 87
and Manchester Road in Spring Lake, take West Manchester Road to Pope AFB; the site is
after the Seaboard Coast Rail Line on the left, traveling, west. _
5. Site coordinates, if available (UTM or Lat/Long): N/A
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 2,130 acres (includes the entire Pope AFB)
7. Nearest body of water (stream/river/sound/ocean/lake): Tank Creek
8. River Basin: Cape Fear
C7
Page 6 of 14
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site already contains a spill gates structure, surrounded
by wooded areas on three sides, parallel to Manchester Road, located within a wetland which
is hart of a Military Installation. The Fort Bragg- Wastewater Treatment Plant is located
diagonally across the road from the existing structure. This site is located at the northern
boundary of the Base, where Tank Creek flows under Manchester Road.
10. Describe the overall project in detail, including the type of equipment to be used:
Overall project plans include repair by replacement of the existing gates structure by building
a larger, independent structure approximately 50-feet upstream of the existing one, outside of
the NCDOT's right-of-way, then demolishing the existing structure. The channel portion
immediately downstream of the new Gates structure will be re-graded and riprap placed.
Correspondingly, the upstream area adjacent to the new structure will also be re-graded to
facilitate flow into the structure. Five, six-foot high by seven-foot wide slide gates, with
motor operators that will be controlled both locally and remotely, will regulate flow. The
base perimeter fence will be extended upstream to the structure and across it. A 12-foot wide
gravel service road will be constructed from Manchester Road to the new structure.
Equipment used on the project will include, but not limited to: a small backhoe, dump truck,
earth compactor, dewatering pumps, air compressors, excavators for sheet piling and cranes.
Additionally, the project will include the diversion of Tank Creek during construction. It is
anticipated that approximately 0.0037 acres of wetlands will be temporarily impacted by the
diversion of approximately 300 linear feet of Tank Creek around the construction site.
TolTest will divert Tank Creek by placing Porta-Dams across it (see attached drawing for
locations and details) and routing it through a PVC lined channel. The diversion channel will
be approximately 180' long, with a trapezoidal cross-section 20' wide on its top dimension.
All bank walls will be slopped back at 1 to 1 or 1 '/2 to 1 depending on soil types. This
diversion channel will require the temporary excavation of approximately 1,200 cu/yds of
soil, which will be stored on-site, out of potential flood areas, and covered at all times.
Additionally, the perimeter of the stockpile will be closed-in with silt fencing (see attached
drawing for soils stockpiling and silt fence locations). The anticipated timeline or sequence
of events associated with the diversion of Tank Creek is as follows (note all days listed are
working days):
¦ Excavate diversion channel 10 days
¦ Install PVC liner 4 days
¦ Tank Creek diversion 30 days
¦ Backfill/restore diversion channel 7 days
At the conclusion of the diversion. TolTest will restore the areas temporarily affected by the
diversion channel back to like conditions. Once the new gates are operating, the old gates
will be demolished. The areas of the bank presently protected by the existing wing walls will
be stabilized with gabions. The procedure to restore the entry and exit ways of the diversion
is channel will be: Porta-Dams will be relocated to seal the entry and exit ways of the diversion
Page 7 of 14
channel so that Tank Creek may return to its oriainal course. At that point. TolTest will
begin to restore the breakthrough walls at each end of the diversion channel; followed by
backfilling and compacting the diversion channel; removinu the relocated Porta Dams; and
stabilizing the restored banks with coco matting or root wad, with an underlying wetland
seed mix.
11. Explain the purpose of the proposed work: To provide a suitable spill gates structure to pass
the normal flow of Tank Creek and be able to contain multiple hazardous material releases
within the boundaries of the base.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Pope AFB provided limits of the Wetland Delineation.
E
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
11
Page 8 of 14
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed proiect will impact
a total of 0.0920 acres of wetlands adjacent to Tank Creek and 89.6 linear feet of Tank Creek.
The diversion channel will temporarily impact approximately 0.0037 acres.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***
Structure/ rip rap 0.0920 No 0 Riparian

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.icma.aov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.3719
Total area of wetland impact proposed: 0.0920-acre permanent impact
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Tank Creek Structure/rip rap 39.6 Tank Creek 34' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated riprap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and afler, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.aov. Several intcmet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 89.6 ft
Page 9 of 14
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact

Site Number
indicate on ma)
,?
Type of Impact* Area of

Impact
acres Name of Waterbody

(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation: N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Between the nreliminarv and final designs, the amount of rinran to be Placed within the
stream and the amount of gadina of the upstream and downstream channel were minimized to
avoid greater permanent impacts to the stream and adjacent wetlands.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 10 of 14
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
10 and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/index.htm. If use of
the NC WRP is proposed, please check the appropriate box on page three and provide the
following information: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Page 11 of 14
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
® It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
? El
Page 12 of 14
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone I.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
X1. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No net change to the impervious area will occur as a result of this project. Storm water
controls will include silt fences, riprap and permanent grassing on all exposed soil.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 13 of 14
9 XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
kkzz,,?? /04).
.) 0S
Applicant's Signature Date
FRANK FREEMAN III, Lt Col, USAF
Commander, 43d Civil Engineering Squadron
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 14 of 14
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'} 1\ /? .; d L!.. •a.I i,b ail t /J ?•; `rN +.? ?.
FIGURE 1. LOCATION MAP
• POPE AIR FORCE BASE
_ BT -8 SPILL GATE STRUCTURE
SCALE IN FEET Qt 'ADRANGI.Gt.OCA710N r` FAYETTEVILLE, NORTH CAROLINA
Q 2000 Prepored for: v,
SOURCE: USGS 7.5• TOPOGRAPHIC QUADRANGLE l,,
OVERHILLS. NC - DATED 1957, REVISED 1971 DRAWN BY: EHJ ant e " C+ - znc•
USGS 7.5' TOPOGRAPHIC QUADRANGLE DATE: 06 08 04 Fig.
MANCHESTER. NC - DATED 1957. REVISED 1987 PROJECT NO. 1
A)-C N Z

YQ
f?
s
t;

7 .?OTN VARIES SEE NOTE .
R 1
.%ISTING PIPE
"'1 170
'V '70 z
`
RCH CULVERT 1
-l
.
- I 16e Y 66 4
/
.690607"E / /
SEE EETA!L 2 166
> -'"+nf _-+tc•`;`i+'.`T " y 16fi?
46885'(CONTRUL LINE) 1 `
/ 07 y
,
162 162
I ., `
1 /-" PIPE NryEgT u
AP
u,N? 1. IPR
EDGE CF ` AT ?I71.0
?-
SECTION A
E%ISTINC ASPHALT
`+ a•
0 t0 70 3J

/
•'
S.]7' I
EXISTING GROUND SCALE IN FEET
/
- W:OTH V_.S (SEE NOTES 6 AND 7)
.-.r7e ne
C
"72 112`
'? I i
4N. IV

4166

?

?' ?? ,,

1664
`POPE KB
PROPERTY E
J

N. 521287.00

E 1
990
C3 6
EXISTING ELECTRICAL PIPE I ERT

PU
L fiU% AT 1
I TOP 1f RFRAP _ ERi

L. 165.0

. GAL VPN12ED 162

B u'
u 62 SECTION
.
.
?
EL. 17
NEW ICLE wi
EL 171 TO 173
L
? CUP CULVERT 10 20 e• 1O
_ 2 SCALE IN FEET
/
0 CU "RT EL TOP 7 RIPR/P I ° PERIUETER FENCE
/ . (SEE 5HEET 12)
-
PIPE INVERT ?? 05' CRUSHED AGGREGATE
BASE COURSE
AT EL. 1710 MAINTAIN 1.0
I
-= ' EL I74.0 AI SECNGeN ?
SHOULDER
1 / G I
120
SEE I T*
/ - ? BA:,MFILL
2HAV '
2E

PERIMEZER FENCE
SEE-5HEEH2 -
i
_ \ Ty T ?J NJ fi'Sg
„?-
- -?-_-'
- -
•
~ _ -
/
IH:1VJ ?i IH.IV 1
/
v
,?
OW
'
ill L
'-
e ?( J
°
Y,
V_ _
X
t EXISTING GROUND
F( ACCESS ROAD ti -- N. 5 31 9 S 1.3' CRUSHED AGGREGATE SECTION C

59 E 1.9 J. 9
/ SUB-43ASE BASE COURSE
NCT 70 SCALE
", N?
-
N 23.23921 / ,.
_
98071
20
Vti - N. 5 .37.9 ST UC C
E 1. 113. C TAR P T
N. 23,2 3. 6 2
EL. I6J.0 RIPflAP
.
\
. 1 0 F B 8 LL E. 1990, 3 .1
`
BT 8 SPILL wTE ` TE 5 LOT E
1\
/.?? 1
ST NCTURC (SEE 1
SH IS 6 AND 7)
\ 1
° I
\ \
\
N. 52 .213.3. 1
H
OHfi
26
\

` flIPRAP BEDDING
.
o .
EL I
?--•-L_ 4 TYPICAL RIPRAP SECTION?1
_ I
Nor TO SCALE ?'
N. 523,210.69 4 GRAD SIR
CMAn L? 'EE N T 6 4
NOTES
E. 1.998.107.11
EL. I7w0 1
r /nooD \ I. 5TOCRPILE EXCAVATED MATERIAL FOR USE AS STRUCTURAL FILL AT A LOCATION DETERMINED BY THE
' HT LbCAT61? CDR.
N. ,19805 2. SEE TECHNICAL SPECIFICATiONS FOR DETAILS RECAROING *CUP* PIPE CULVERT INSTALLATION AND
E. 1,09 ACCESS ROAD CONSTRUCTION. PIPES TO BE PLACED IN EXISTING DRAINAGE CHANNELS.
3. COMPACT ACCESS ROAD BASE COURSES IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS.
,,/'' W?_ W TA IN C EE / A. H0.5E WIDTH OF DOWNSTREAM CHANNEL VARIES FROM 46' AT THE SPILL CATE STRUCTURE TO 26' AT
GRAD ?FG PLAN THE UPSTREAM ENO OF THE EXISTING CULVERT STRUCTURE. EXCAVATE SIDE SLOPES AT 2.: IV.
0 20 7a 5. RIPRAP TO BE PLACED FOR IB. G' IN THE AREA DOWNSTREAM OF THE NEW SPILL GATE STRUCTURE.

SCJIIE I -?? ?
i?
/
- F
6. EXCAVATI ON OF THE UPSTREAM CHANNEL SHALL NOT BE MORE THAN 24 FEET UPSTREAM OF THE
STRUCTURE.

Fill' L DESIG N

.o, . aiJPAR, W ,A, TLU.
CSTER ROAD (BT-6) SPILL WTES
REPAIR

Q
AEWCC nTnarlo w•cn rtM /LO• ?+ Ry
FA
NO
°r° IT . POPE AIR FORC E BASE
w?rtti
V
NO
C
OLIN
K m FAYETTE
IUE.
RTH AR
A w+ PLANNED MODIFICATIONS 4
_
_
`•"'X T?ii ?'n0i•w1
A.
?
o•A»w a
moT R
Mr
_ :a.-•A1
!I]- , fcxl e.c a/}/o. a ar 17
n
\o
• s •
• s •

/ FNTRY A, EXIT DIACR41 DI\FR4ON CHPIVIFI SECTION

100' 00' EXISTING GROUND
HORIZONTAL CONTROL -i ,-,
IRp5 STAKE i,LNE 174 171

2
523..60873 t I12 I)-
,? / ?
E. 1.998.305169 zz 17 0 ?S - 1)D
6H
ti 1
_- 166 <
N
- --_ 161
16. "
VE
u
162 C ur+ER 162u

/-/
66 SECTION A
/ h o
01
?
er
I
a RWNAP
/ '
O w0
_
a m
it 1
l=+ 10 7
ol
o INV OUT. EL 164. BO,/ A
90 V
SCALE IN FEET
FORT BRAGG MILITARY R RVATIGN 0 5 /
WASTE WATER TREATMEN PLANT .?/ ,,
INV OUT: EL. 164.9) r)IVERS104 CHANNEL WITH 11N' R SECTION

GUARDRAIL

/.•

\\ 2 CORR ED METAL PIPE
ARC 11' WIDE • 66' TAIL

\ \ \ -1' THICK
CONCRETE
I
+
{

?
20' 100' 100' E1ISTI1NG GROUND

172 72
t 170 -? 170 z
168 - 168Q
168 i
[ONiROI UN / /
/
' \ WALL
1
1
\
1 GNtC 166 _ -- ---
T.H
16 `m'- --. 16
/
\
//•" \
BENCFunRN RS/WA E WV EL 165.15 ?
\\
1 ^
0\ \ 1 J"
,A 2
162 2 ?H R 167u
FUEL LINER LOCK TRENCH
B
B
/ CUT W TOP DF CONCAE INV IN: CL. 165.08
ON CULVERT I.A. H \
I -- IM ,?
LOS T Of SOIL BORING GT-01 SECTION
-
pl C / ELCVA7ILH: 1 / 0 10 20 30
2Sl
}?
S OIICR fE RE OVED)
?
y
E q
l
B,O9
' SCALE M FEET
CONTROL CONCRETE WNG WA
/•/ _ / TO GE REPLACEYG S"
GUANDRAIL .
r'`5 LL GATE STRUC 7URE
/ GABION BAGKE TS
6307 /' /" ARr Younal PORTADAII STRUCTURE SECTION
,P

/- EDGE OF PPRONIMATE LOCATM
OF FIBER OPTIC LINE
ASPHALT APRON TEMP

NE ARY DIVERSION DAM

SPILL GATE LOCATION STECI SUPPORT FABRIC MEMBRANE .PERVIOUS FABRIC

!BANE SEAL F" SHEET
/ .? - • 074 C
7
1
+ 2
72
1
170 170
168 16H4
L

?
?1
164
62
161
1
?
1 LOADING (STONE)
r / 5CE NOTE S
SECTION C-C
\
- 30
(((
\ APPROXIMA DL l?
4 / HQ \ D ID 70

S
7 \\` Of UNOERG ERGR 11
POPE AIR FORCE CTRW-
4 \ S: ALC W FEET
1
F BOUNDARY LINE N W 180'.20•
DIVERS, ( 4 CHANNEL NOTE
A
>, ? I
LEGEND 1. SRE TOPOGRAPHY AND FEATURES . 23 3R BASED ON SURVEY

A
ONRY 20 1J, Y THE THE ROSE GROUP,
B
U
CONDUCTED AN
E
104 IE
fAVETTEVIIIE,
C. NC. TELEPHONE
57.,
IE

-
""? l W ?
M LIMITS Of WLT
- -
910-323]23--3
]100.
NDS
,,, - y - y SILT FENCE NNPROVIDED BY DAVID WARREN.
1. BORING LEINFO SV
LE
? I R
,
ORP
AND ELEVATIONS ATE IN UNITED
]. NIA,.
COO

A T

NN PRO-CREEKATE STATES
FEET. HORIZONTAL
STATES IKE AMERICAN HATES ARE
SUAI
BASED ON THE NORTH T ABOVE DATUM ATUM tHAD) 1983
.
SEA
ELEVATIONS ARE N
W
E
i.
I
E
y

? TEMPORARY GIVE 90N
DATUU
G
1919
I
CnI
SING THE IL6TIONnL L
EOGE CVER
U
6 DAY
(NGVD 19).

0 O
oo / g 4. LIMITS OF WETLAND LELWEATION
0
USED WITH THE PGRTA DAM WILL BE
S. LINER

- 0 2p 00 60 - ANCHORED AT THE END BY WEIGHTED .ATERAL OR BY A
BI r/

u
SCALE W FEET LINER LOCK
LINER LOCK TRENCH.
FINAL DESIGN
.3
'
' W.K m E9
rNC REPAIR MANCHESTER ROAD (BT-8) SPILL GATES Q
T??°
]
,NC
/L'`/-3,
/
,
---- u+. Ny
? fAYETMLLE, NC
?•.
v HK.L ?
l POPE AIR FORCE BASE L
l „.. ?
?. A4AFT r J NORTH CAROLINA
FAYETTEVILLE CHANNEL DIVERSION DETAILS
a.TC n
,
i
1

V7
wlt°AI E
04/10/0]
171-e71
rAIHIYi
vKn a

0 0 0
,? [%6TIxC PwF ?1 11 111 /" I
7RGN GuLVCRT
1\ 1 , 1 1\ /""/ 2
h{4GF'07"F 1 \ "
HAA5'(GOI1TFOL l E) PAr IP[ -I71-
a m.a
FOOE 1
[r,srxlC Aswuu 1
I ?

/' \TO

N. 533.187.00
L 1.954071.03 PU15TWO ELECTIQAL
LL 6G[
CL 171.0 /•"
TO OWIN ,1p
ca?qc
TJ
1
1
CL L
7. lU I73 lt•
hEW \LYCLL 171E
a "' cuvF"' -- US OF ?TLAND DELINEATION
/
/ OVIDED Y POPE AFB)
. APE -1UT1

171.0
AT CL.
i
1

OER FENCE
R NVETLAND IDIYACTS
K
PE
(ss srSCT 12) \ \ W AREA = 0.096 AC.
LENGTH = 105 FT.
F AcGas "rra
N. 1.",13.2]0.21 yc-?
F.1.a94 ,077a0
-
171.9

M. 633.23303
L 1.9'"P9.{2
u n..a
Er-{ SPILL 177E

ss+aTS a AM1D 7> I
\ I
_ _ ,.... LN:M LDCA710NJ .
M. 1139W
1,959{.1 ,10 4{31{
r=IN . -O LAN

{
9 G 70
? SGA1[ Ix r .1m' ? -_- .

•
POPE AIR FORCE DASE
,
.cncr Nr4+o+o . •. .?„?.. _
rAYLITLV=. NCREH CAROLINA a„
1, l iiHs mo APEAS WKNCATU APE rlf c wf Uwis
a cnA+as TvrAL wVCrz or P-N=T r.. Ar
ER.
1 L h01M9 MdU1LJ ANE TM04 KONG rhE CChTERLNE
0 T Nx (J1[[x.
N.A,lui w TT>. ST-{ SPLL GATE STRUCTURE FAYETTEALLE. NG • Q
5UMMARY OF
0 n ,, WETLANO IMPACTS
V 11,0. 4QI d 1
4-
0 0 0

-P
Final EA for Spill Gale Consiniction
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
IITT£RGOVERNMENTAL REVIEW
? STATE 1IJ IIIER: 04-E-0000-0030 F03
•. DATZ RECEIVYD:07/29/2003
' AGENCr RMSPOViE: 88/25/2003
REVIE'rl CLOSED: 00/29/2003
HS RENEE GLEDHILL-EARLEY '
CLEARINGHOUSE COORD
DEPT OF CUL RESOURCES C#01
ARCHIVES-HISTORY BLDG - MSC 4617 I
RALEIGH{ NC
REVIEW DISTRIBUTION
CCGPS - DEM, NFIP S
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF CUL RESOURCES- - - ` ' -
DEPT OF TRANSPORTATION
MID CP.ROLINA COG
PROJECT INFORMATION
APPLICANT: Pope AFBI? I co,
TYPE: National Environmental Policy Act {]
ERD: Environmental Assossment/Finding of No Significant Impact
DESC: Proposed action is to demolish and reconstruct three existing spill gates and
construct one new spill gate aZ a fourth location on Pope AFB.
The attachod project has been submitted to the N. C. State Clearinghous¢ for
intergovtr:uaontal review. Please review and submit your response by the above
Indicated date to 1302 Mail Service Center, Raleigh 14C 27699=1302.
If additional review time is needed, please contact this office :at [phone]
AS A RESULT OF-THIS REVIEW THE FOLLOWING IS SUBMITTED:
80 COMMENT
COMMENTS ATTACHED
k
SIGNED BY:
DATES
?' 111! t l 016
al;f• p e 10Da
AUG 0 4 2003
11
6.0 List of Agencies and Persons Consulted and/or Provided Copies
6-15
Arne. }{• S

U
-$
Z
w
i
i.d
i.1

o;
o?
I
o? .
1}
1
M
? i
Y
r0'?
r ?
BT-8 SPILL GATE STRUCTURE
FOR
POPE AIR FORCE BASE
FA `rEVILLE, NORTH CAROLINA, USA
PREPARED FOR:
AIR FORCE CENTER FOR
EPdVIRORM .TrTAL EYCELLENCE
RT-5 SPILL CAS
N SIRLICR M
I
F
POPE
NIL" PARK
?PIJlP
E `^^^+yyy?---? H1145TT
GATE
?Id ORM1IL ALLY- ?
? ? GTE
WILLOW LAKES IddJ'$1F/9
1 COl COURSE
TO FCRT
POPE AIR RORCE BASE
CONTRACT NO. P41624-00-D-8028
TASK ORDER 0193
/ CARU1117A PR0.lECf
?/--z? _ f?eMtk lmetYM4 \
STATE tdAp
NOT TO SCALE
!;EM MAP
D 3 d 9
S--qL N UILES
`"` VC%. TIM ofxm POPE AIR FORCE BASE
DI RA DC9r SU WIR TLW 5/21/D.
t0?IY'J'RF f0i MOMMA, Tm lwlo/at FAYEITLMLE, NORTH CAROLINA
FRC- M D(SG. 5~nA, (33) TEN DenS/C
rr.?ran o ,<rm r nrz
arcs a.-
n wu..oro
1.00
&'V^ Tx -,k779
4S4 ;77
5?2-.-Iri7
DRAWING INDEX
SHEET
NuNEER
DRAW= TITLE

I COYM SHEET
a" LET'EM AND AISRLWTKM
} D37TN4 CCI:NIID'G
4 PUAW9 UODYLQIONS
S DEMOLMON PUN
6 SN L)'.IURE PLAN AM PROMS
7 MUCIURE SM110M AND DUALS
8 STRUCTURE DETAILS
P RE]NrDRCOAEIlT DETNLS (SHEET 1 OF 2)
10 RE1Nf'OIC61P.T DETAILS (SHEET 2 OF 2)
11 TRASHRACV=URTIY GRIT:
T2 TYPC&L FENCE DUAiLS
13 CITE NSl'ALUrlDN DETAKS
14 EuXTR AL PUN
15 CONDOR AND CAE DETAIL rLCCTWA-
FdSER DUCRAU
16 M04%CO FFZ SYSTEM CLEZTRCAL
m=Rm OIE Lw-/PAN61 SaimuLE
17 YSCEI1NSDllS ELL^TMA-1 DETAIrS
- TEL OT-8 SPILL CATS STWU=RE
HK!
F TNS W DOES
, uusLx r COVER SHEET
T'" Daw is YZ
NOT TO Scut E/00/04
FRAL DEESIGN
FAYETIEYILLF- NC
??"t" L"7YiM5
sm i o 17

t-
N
J
v?
?.I
rr
r.r
U
r
L
r
lr,
O R
7.
? l-
?i
I^?I
'S
I
M
L.

-- LEGEND
INTERSTATE NIOHWAY
UNITED STATES HrHWAY
MSI1NC E2.EVAT4ON CONTOUR WITH
ELEVATION IN = ASOV_ MEAN SEA LEVEL
NEW ELEVATION
0'
IN FEET A
BOVEZ. -FAN SEA LEVEL
CD-1
IXISIINO SURVEY CONTRO_ POINT
-•••-•-- EXISTMO WATER LINE OR CREEK
W W W- LIMITS OF WETLANDS

FLOW INDICATES DIRECTION OF FLOW
-? -? - FENCE
GUARDRAIL

PAVED ROAD
------------
------------ UNPAVED ROAD
?• .
f. NEW CO!N'J'.ETE

r EXISTING CONCRETE
EXISRN; CONCRETE TO BE DCMVJSHED

9 STRUCTURAL FT,L/BACIMLL

V
L: RtPRA°
RIPRAP BEDDING
TRASHRA7C/SECURITY CA
L-? GRATIN .
CRUSHED ACCRECATE BASE COURSE
CROWED ACGRECATC SUB-BASE CCURSE
NON-SHRINK CROUT
F.A. OSOI
DRM1 IM DESCN SLAMOTVC
NIQNmWR !DS St _e
MILIMP A41 D'SGM SS,7 AL, C,i
0 EXISTING UTILITY POLE
-S.- EX',ST[NG SANITARY EEWM UN£
-n
U
ErSTMC CAS
K-
I EXISTING SUILDWG/STRUCTURE
-UCE- UNDERCRDUND ELECTRICAL LINE
...... _.:,;.:._..._....._ FIBER OPTIC LINE
-W EURIED WATER uNE
-CM.- CUP CULVERT
EXISTING LIGHT POLE
TEST HOLE LOCATION
O EXISTING MONOORINC WELL/OCSERVATION WELL
TH7_ RYE GROLP SURVEY CDNTRDL
• N'EW SURVEY CONTROL POINT
Q ECM - EXISTING CONCRETE MONUMENT
O MIT DGSUNC MANHOLE
E95M-T NEW SURVEY MONUMENT
---'-- CENTERLINE
RPCHF O? WAY
.?.-, ., ....- PERIMETER OF TRH
.--??• TREES TO DE REMOVED
POPE AIR FORCE BASE
FAYE711Vl=. FORTH CAPOla?,k
ABBREMAMON
C AT
c DECREES
? GWAEifR
FEET
N'CH_S
PERCENT
_ PTVS OR MINUS
AFE AR FORCE BASE
ASTM AMERICAN SOCIETY FOR TESTING
AND MATERIALS
BE BURIED ELECTRICAL
SCS BELOW CP.OUND SURFACE
FL CENTERLINE
C! CONSTRUCTION JOINT
CMP CORRUGATED METAL PIP;
pR CDNTRA_-TINC OFTICER'S REPR°S£NTAINE
CP CONTRCL. POINT
DA DM.MJER
E EAST
EA. FACN
EL ELEVATION
H HORIZONTR_
INV. IIAIERT
LLAX MAXIMUM
MH WNHO=
MIN LANUUM
MEL MEAN SEA LEVEL
N NORTH
NAD NORTH AMERICAN DATUM
NAVD NOiTH AMERICAN VERTICAL DATUM
N= NATIDNAL CEQOETC VERTICAL DATUM
NO NUMBER
NTS NOT TO SCALE
0: ON CENTER
CD DUTSOE DIAMETER
CE DVEP.HEAD ELECTRICAL
P11: PO_YVNY. CHLOR'DE
PROF, PROPOSED
S SLOPE
SCH SCHEDULE
SM SURVEY MONUUENT
STA SIATPON
TP TEST PD
TYP TYPICAL
USA UMTED STATES OF AMERICA
V VERTA'A_
W WEST OR WATER LINE
FNAL DE-8104

hrM Gob IF TINS M DOTS
WW Am 1n WoMw7q JT YFlSUIp I'
'
Au W, IX 14729 11[M DFM
?C 6
011-51-1177 N S[liF
M-B SPILL GATE STR'J=c_ FAYETTEIDLLE, ic Ian
M[B I
I LEGEND AND ABBREVIATIONS
c/7O/w
S-? 2 OF T7
HORIZONTAL CONTROL
_-L IRON STAKE
t?l N: 523.451.873
.? /•/ E, 1,99,°,305.169
a'
/
RIPRAS /./"/ esA 4A5/ /
4 INV OUT: EL 154,60,. P µO/ (G,,
fORT BRACG UUTARY P.SERVAIIDN ? ????-, I .'// yR"5j 4?
WAS WATER TP.EATNENT PLANT
INV DU-T: EL 164.97
CORP.tICA, : UETA PIPE
1 AR 5 11' WYOE r 6.8 TALL / ..
GUARDRAIL
/"/ / 1 15 l // f?
LN U WALL
INV L ICUT INTOO /CUT IH TOP LINV N. E; tC595 [CON-POL
ON CULVERT HEADWA2 ? APROO IUA-E LOCATION OF SCI. BORING GT-01
LLEVAT.OIr: i7Ai-Z
wE9 `?./ / N. NCRETE SLAbr(GAAT' Rr'AtOV;?)
/ / L 1,945.:94.57 ?
..r. R RIIZSAKE CONTROL GUARDRAIL EXSRHG BT-6 SPILL GAT- STRUCTURE
L /
N: 623,291533 I?-? yI PROXIUA'LLU'.ATIOn ?I
EDGE OF OF FBER OPTIC LINE LO'dCPET APRON
AS-HALT
,/'
AiC DOC n ' .
L? /'• ?.' / ELECT
Merl r-LIAUTS OF W:1lANCS
y?
U t CRISTN STRJ- lRE /
C Ar6 ` -PERSCNNE' CAT
/ `APRRO%IUA is t.OCAMR '.:l O 20 AO ED
P• UtfJER,.RLUNB"CLCCTfU.
SCA IN FILET
POPE AIR FORCE
BOUNDARY LINE£
NOTES
1. STE TOPOCPAP Afd FEATURES ARC RASED ON SURVEY
k l} .? CONDUCTED ON JAMLUR• 2O, 2=3 BY THE ROSE CROUP.
F 1 104 GRIfSP,E S., FAYETTCVCIL NC. TELEPHONE
y ?t.A 910-323-3403.
W 2. BDFINC HOLE NFDRMA71ON PROVIDED BY OAVIO WARREN,
URS CORP., NOP.R6N',LE, NC.
UNM
STATES h ASURVEY MET. L, COORRDTNGR A D E L COORDINATE IN ARC
APPROXIMATE E BASED ON THE NORTH AAIEPI AN DATUM (NAD) 1982.
Q7 i TANK CREEK ELEVA7QNS ARC IN r= ADDV£ MEAN SEA LEVEL (NSL)
USING THE NATIONAL GEDDEIIC VERTrAL DATUu Of 1929
(NGVD 29).
S ) E?` . 1 4. UM 7S OF WETLAND DELINEATION PROMMO BY POPE AFE
VIA EMAIL ON MARCH 5, 2004.
. ] MAL M-SIGN
M uml--; ,.. r OT-6 SPILL GTE STRUMIR.E FAYETTCViLLE, H=
e r ..
mK ma s/30 /w POPE AIR FORCE BASE NKB
Zol FAYETTEVII.L,E, NCP.T}I CAR6LINA r ,"•a au ooa
Q7 Y .. Nrodm?.rt my S~-AL m "/'0/01
rwy«w o r- swn mn3/c7 A 00 wme.? R 1b? Nom. em Na w sua r EXISTING CONDITIONS 3
AuMm, 779 i.(M pNrrl" IS
K tT7 n uP,
a ?y or rn?mx F GPR S17d5t-1747 M]i TO S:III rrz y/b/t)? SHIT 3 01 17

/ ENTRY & EXIT DIAGRAM DIVERSION CHANNEL SECTION

10.0' 10.0' EXISTING GROUND
HORIZONTAL CONTROL ?
/-" IRON STAKE 174 174
N: 523,461.873 172 -
172
zr /' E: 1,998.305.169 70 p
70 z
°
°_ 168
--}158

/ / 16666 <
p`FE w
164 I 164 w
/ /' / 35 ,
V
SP?T? w 162 PVC LINER 62 w
0
/ / 45, - j6n2 SECTION A-A.
'
RIPRAP __ /;
/ SR 1
D /-
w u cs DIS uRBANGE
0.0037 r°ru
0 0 20 30
..
INV OUT: EL. 164.80,. j' 'OP
R
FORT BRAGG MILITARY RES
WASTE WATER TREATMENJ ERVATION
PLANT ,// 55E SCALE IN FEET

WV OUT: EL. 164.97 DIVERSION CHANNEL WITH LINER SECTION
CDRRU^ ED METAL PIPE
^° '1 ARCH 11 t4CE x 6.6' TALL EXISTING GROUND
2.0' 10.0' 10.0' 2.Q'
GUARDRAIL-
: 174

/,' 1 11 1 1' THICK P-
174
172 172 -
/-/ ?CONCREi
/ / 1 1 1 WALL / 170 702
2 168 `D 168 CD
ONTROL LIN

c 166 16164 w

162
62 w
1 NV EL. 165.15
` OCK RENC

MARK RE
B_NC
CUT IN TOP OF CONCRE FUEL LINER

-
- INV IN: EL 165.08
ON CULVERT HEAD1 APR, 'IM
LOC C OE SOIL BORING CT-01 B-B
SECTION
1 ./

/ ELEVATION: 17 .I
N. 523,32-- 7 / CONCRE ' LA
E, 1 ,094.57

?ATE REI OVED)
0 0 2D 30

CONCRETE WING WA OR
/ SCALE IN FEET

CONTROL
O BE REPLAC
TO

GUARDRAIL EX15TIN

ILL GATE STRUCTURE
630
- BION B9SKETS
'" AFTE ?MOUTION S
/
7.157 /
PPROXIMATE LOCATIO
EDGE OF OF FIBER OPTIC LINE

ASPHALT A

?D? APRON TEMP

NE

RARY DIVERSION DAM

W SPILL GATE LOCATION PORTADAMaSTRUCTURE SECTION

o
FABRIC MEMBRANE IMPERVIOUS FABRIC
STEEL SUPPORT
NG
SE
T
ALI
SHEE
FRAME
174 T- 1 -

F6
6

?
4 s
-7 a
5 dNF
?? ?.
? 172 172
- 170 170
° 168- 168°
< 166 66 a
0
O ?
n'
ti ?1`
?? / 164 164
162
w
t Z ?
/
//
x 1 G
T Yr
/ \ w
162
LOADING (STONE)
SEE NOTE 5
sl

a' 4? \
/i

APPROXIMATE OC
OF UNDERGR N3-EL ?E rA a V i i

/SF ( a ti? y 1
N 5f

QC?RC-- : SECTION C-C

0 10 20 30

POPE AIR FORCE SCALE
IN FE
BOUNDARY LINE N EW 180'x20' x

DIVERSIO ?
N CHANNEL
NOTES

7

%
3 1 \>
I LEGEND

IMITS 0. N

F 'ET
- 1. SITE TOPOGRAPHY AND FEATURES ARE BASED ON SURVEY

CONDUCTED ON JANUARY 20, 2003 BY THE ROSE GROUP,
14 ILLESPIE ST. F

AYE7 EVILLE, NC. TELEPHONE
C. T_LEPHON_
ND
S 910-323-3400.

n

((JJJ??? SE - SF -
SILT FENCE
-
2. BORING HOLE INFORMATION PROVIDED BY DAVID WARREN,
URS CORP., MORRISVLLE, NC
3. HORIZONTAL COORDINATES AND ELEVATIONS ARE IN UNITED

U

Sig
_

'III " w
TEMPORARY DIVE
Ili' DAM
A

/ T
RSION
PROXIMATE q

NK CREEK STATES SURVEY FEET. HORIZONTAL COORDINATES ARE

BASED ON THE NORTH AMERICAN DATUM (NAD) 1983.
ELEVATIONS ARE IN FEET ABOVE MEAN SEA LEVEL (MSL)

USING THE NATIONAL GEODETIC VERTICAL DATUM OF 1929
"g (NGVD 29).

m 0
0 y
o
G:'? -
a
n 4. LIMITS OF WETLAND DELINEATION
„
m m
m co
c of
rn of
0 20 40 60 m
5. LINER MATERIAL USED WITH THE PORTA DAM WILL BE
A ANCHORED AT THE END BY WEIGHTED MATERIAL OR BY A

00 w w w w SCALE IN FEET w
LINER LOCK TRENCH. FINAL DESIGN

l
WARNING pESILN[6
TEM
REPAIR MANCHESTER ROAD (BT-8) SPILL GATES
REVISION
I
n ????? "" RAM FAYE TVILLE, NO

FINAL DESIGN E" G6"°'°°
p? POPE AIR FORCE BASE (( JJ
LNG
° a ^ '

GfEIXEJ
HKB PROTECT

5649
22P
DRAB FINAL DESIGN SUBMITTAL I TEM 05/21/04 ?" .
NORTH CAROLINA
FAYETTEVILLE
IF TH
AR
S R"" EWED
T
°RA1Yk4

EM 1o/1D/G3
I
nI IN MEOUTE bas sueMl a ,
.?
"' 'I_; DOES
I
B
NOT MEASURE
1' M
[
CHANNEL DIVERSION DETAILS
PRELIMINARY DESIGN SUBMITTAL (3D%) TEM. C6/31/03 ,4i-
-- -- THEN DRAWING 15 MT7
wl<
REV I DESCRIPTION OF REVISION BY DATE NOT TO SCALE L 7a'
6/30/04
SHEET OF
EXISTING PIPE \
ARCH CULVERT
N69'D6'D7"E
46B.65'(CONTROL LINE)
EDGE 0=
EXISTING ASPHALT, \
EL,
SEE D 2
T 1 ? r1? ?i
2H:1V?
PERIMETER FENCE r
__ E - 2i .?Nl
a?T \V TM
L a
ACCESS ROAD

GRADII? PLAN
0 /lu 20
_ SCALE IN :Eft
\?1
l \
1 \
11 1
t ;
\ ? 1
1 w ,?
l /
/ SEE DETAIL
i
TOP OF RIPRAP
E_. 167.0
11 o I `11/
TOP *OF RIPRAP 1
EL. ?67.0? S?1

,r?`
NAB 7
1i? ..
J N
1 I
_rt
? \ /11
N. 523.210.69
E. 1,998,107.11 a
EL. 174.0 Z
/' -CALERA JLOOD
„HT LOCATION
N. ^ ,198.05
E. 1 a9.,,
W
1 9?
N. 5 337.9 ?ST UCTU
E. 1,9,98113.98 r,CCIITROL?
. 523.2,
q 8?-,-8 SPILL- ?? E. 11998,
ATEST,RUCTURE
11 ? 10
1 1 1? CHANCE
TAN K
A?T. 171
a
4H:1 V
169.
/ERT
. GALVANIZED
169.0 ?8 Q
CMP CULVERT
?ro
a 9g,91 ?? / 1 B?
?I
I ? I
? o
RIPRAP
-176
174
172
0 170
168
166
164
w 162
WIDTH VARIES (SEE NOTE 5)
1 _
174 174
172 _ 172
170 .?ti.. - 170 z
x
C 168 168
w 164 -2H:1V 1656
4 w
w 162 ?.5 BEDDING `-1.5 RIPRAP 162 w
SECTION A
0 10 20 p4 30
SCALE IN FEET
EXISTING GROUND
WIDTH VARIES (SEE NOTES 6 AND 7)
176
174
,
t 172
' 170
168 0
--P ;< ----------- n ?„ 4=? 166 Q
>
164
162 w
SECTION / e
0 10 20 p4 30
SCALE IN FEET
PERIMETER FENCE
(SEE SHEET 12)
0.5' CRUSHED AGGREGATE
BASE COURSE
MAINTAIN 3.0
EL. 174.0 AT SECTION SHOULDER

12.0'
I

ACKFILL
w.
?? - -
?
tHa\ tHav

J EXISTING GROUND
1.3' CRUSHED AGGREGATE
SECTION C
I SUB-BASE COURSE NOT TO SCALE o<
EL, 167.0 RIPRAP
-
N

\ \ o
ILI
I 1 ?
`RIPRAP BEDDING
TYPICAL RIPRAP SECTION D
j NOT TO SCALE D<
NOTES
1. STOCKPILE EXCAVATED MATERIAL FOR USE AS STRUCTURAL FILL AT A LOCATION DETERMINED BY THE
COR.
2. SEE TECHNICAL SPECIFICATIONS FOR DETAILS REGARDING "CMP" PIPE CULVERT INSTALLATION AND
ACCESS ROAD CONSTRUCTION. PIPES TO BE PLACED IN EXISTING DRAINAGE CHANNELS.
3. COMPACT ACCESS ROAD BASE COURSES IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS.
4, BASE WIDTH OF DOWNSTREAM CHANNEL VARIES FROM 46' AT THE SPILL GATE STRUCTURE TO 26' AT
THE UPSTREAM END OF THE EXISTING CULVERT STRUCTURE. EXCAVATE SIDE SLOPES AT 2H:1V.
5. RIPRAP TO BE PLACED FOR 18.0' IN THE AREA DOWNSTREAM OF THE NEW SPILL GATE STRUCTURE.
6. EXCAVATION OF THE UPSTREAM CHANNEL SHALL NOT BE MORE THAN 24 FEET UPSTREAM OF THE
STRUCTURE.
J I
I
FI L DESIGN
?w
o?
/ FOR PERMITTING CEO 7/20/05 WARNING DE9DNED TEM REPAIR MANCHESTER ROAD (BT-8) SPILL GATES RE"voN
/a REDUCE WETLAND IMPACTS TEM 5/2/01 TILE FAYETTVILLE, NC 4
o e
w / FINAL DESIGN EMI 6/25/04
CHCCxEL. PROJECT
POPE AIR FORCE BASE
HRB 22235699
/Al DRAFT FINAL DESIGN SueMITTA. TEM 5/21/04 FAYETTEVILLE, NORTH CAROLINA
INTERMEDIATE 60". SUBMITTAL TEM 10/10/07 Amber Oaks If THIS BAR DOES P[ie Rrn MT-1
PLANNED MODIFICATIONS ?-
940° Amberalen Bautevard NOT MEASURE 1' PROJECT w.CER
PRELIMINARY DESIGN SUBMITTAL (30R) TEM 08/13/03 THEN DRAWING IS MT7
w -, TX 78729
p?r•.
REV oescRlar10N or RcvlsoN BY I oar[ 512 -454-a797 797 NOT TO SCALE 8/2/04 SHE -7 4 0' 17
``
?? PROPERTY I I
N. 523.287.00 /
EXISTING ELECTRICAL PIPE IpIVERT
E. 1 ,998, -03 PULL BOX AT E?Z 16
GRA " T? -8
NE A' ICLE GAT RA'? 0
?.. " ? EL. 1 74 TO 173
s CU T
m/x
PIPE INVERT
AT
EL. 171.0
N 523,239.21 Y
1, 98077.20 ti
EL. 1 .0
BT?8 SPILL GATE
STRIUCTURE (SEE
SHEETS 6 AND 7)
N. 528,213.34
E. 1,998,080.26
EL. 1?S.o
t-
M
J
?r
t STRUCTURE 1-0'=
r
(Ty")
•-i i RrM
L GATE O?ERATOR AND
OPERATOR SUPPORTS (GAT-
I

1- r

`-•IXISTINC PIPE j
OPERATOR NOi SHOWN) REMOVE CRTE XEACwALL
SEE NOTE 4) CONCRETE STRUCTURE
EXISTING PIPE (
ARCH CUEIRTt-? I ARCH CLT.VEM
-\
I L ?, I
I I

-.,`• ..? •:...
... ? _ :. -.. ? '?` />r• ' f
?S /Y REMOF EXGTING OAT,,-
(EL. 177.21) CU.V[Ri HEADWALL
`RTt41wtN

------}---------------------------?
Rol rAr CRATING i ?-W16N40 (REMOVE) J
-------------------------- ---`-----------`-----------
-------------------------- ----------------r.? .+:
?. J
11 I 25.1'i ??w
REIJM''E EXSTING SU9E CAFES (3
I {SEE NOTE 4)
r
REMOV-L CAT-
r l HEADWALL CONCRETE ... .. .... . .... . . ..
ty STRUCTURE (SEE -y ... ... «
r.l HOTE 4) n
U i
Q 34.D't
'\-CLLV RT HEAOA'ALL
TO REMAIN
EX:STM CONCRETE
SIDE WALLS TO P,- NI R?'E TRASHR4-'K I -RE1104E W1fi.10
(NOTE 2) AND SECURITY SCREEN gjDE LATES i?•)
(SEE NOTE 4) : / A71O S-EMS
EL. 166.71
a_ 166.91 NOTE 4)
1.0'±
(TYP.) ;e x }!. 1.5.1 ,cf f p .. ?? e. 13.74
,
A --
--------------------------------------
CUTOFF WALL
os j
S4WCUT AND RfMOVf-/ SECTION
Fl
ALL CONCRETE NOT TO .ALE C5
UPSTREAU OF SAW'CUT
JUNI
i
REUO?- TRRSHRACK
ANC SECURRY SCREEN
(SC: NOTE N)
4,0't
P
4 FY
g TOP Or HEAD W'LLl r RATING
P_ 174.It r (REMOVE)
g I-E STRUCTURE
NAPoES
`
5 I 4'1 ! -W16.40 -}?
/ EIOSnNG -- (RFJXJ`E} I ----
(-CCMPA,-TED FTLL /. J
t L
7 I
20'3

11.1, (TYP.)
° al
•

? [? %? /l,??s?,r ? ??J??f .;,/..: fir/
??:'?? .??r/? :?...`
\

I o

I ? ? N A
3
NOT 70 SCALE CS

I

POPS AIP
FORCE BA
a , .. r DA.rT rrw ttsoE s?.eLLTIk TCV s/n!w
' ,
OJ +rt0m¢u2 eoX swrK m +oAIa55 FAYETTE
;; VILLE. NORTH CAROL
_ "EL.-N LAu" S9rt1.V_ (3m) TEN 06/11/03
I m aaErr.w o mm. n a¢

TW 0-
EXISTINC GROUND
4'1 I
I
I
I
Fk5 NG L
COUPACTED TILL
N
N 52`,319
?t :1.99°•117
?? I$QI
N
RENO' APPROXIUAELY 165 OF
C(ISTING.PLRNIETER FENCING.
??. (T,'Y,NOT- 5)
GATE,i?. ' A? . -.'
?N 523,26A.
E 1,996,029
EXISTING PeRIMETER FcNCE
???7?•? NOT TD SCALE
"v1 `D E'NS'ONS 0- IX:STMG 07-6 SPLL CATS STRUCTURE A. THE GATES. OPERATORS, A)*/OR TR/SPRACK WILL B-
ARE APPROXIMATE. CCNTRACTOR TO FIELD VERIFY SALVAGED. CARE SHOULD RE TAKEN TO ENSURE IHE
DINENSiONS. FEATURES ARE REMOULD IN SUCH A WAY TO PRESEFA2
THE MnPM;hT WITHOUT DAUALE
. CON'CRE(E WAILS SUPPCRTINC EXISTING EMBANKMENT ARE
TO REUMN UND:SNR6E0. 5. FOR ESTIMATION PURPOSES, ASSUME FENCE TO DE
CHAN UNK FENCE, APPROMATELY 7' 24CH.
IN ORDER TO L"Ig7A1N WATER-CONTROL CAPABIUTIS•
DENOLRION OF EXISTING STRUCTURE SHALL BEGIN ONLY
AF1ER CNTAJNING WRNTEN APPROVAL FROM IHE COR. FKAL DEMN
i ruNN cm ST-6 SPILL CATE SIRUMRE FAYETiE47UL MC rev Q
3
o AA"
K. =135"w

N 6 THIS IAA "

'm
RE I"

?
•

DEMOLITION

PLAN

ra
9
W wrodN4? 6ew.aro
h91n4 TX 7X725 THEN c 11c n wi'

512-5-297 NW = -E i+R

6130/0,

SKTT y OE 17
3 EEE SHEET PILE oEfu;
BS-B SPILL
CATS STRUCTURE oe
ri ?` Uo O6 imo Ua
PERIIfTER 12NLE, 50. SIO DRNEN SHEET PIL`. \ CONTROL JCIKi$ (TYP
'?'! ($LE SNEET 12, iRANSlTITION, (LfOFF WAIL -•?
DETAIL, SHEET r1 - --' --
;? -- ---'
- , ?1 I I l'-E' 1-E' i I 0. ERATOR DECK I !
(BEYOND) ilr
? I: 11
ANTENNA TOWER 1? h- l_ .- ?_ l_ r _ ,_ ,_
I?f (SEE NOTE 2) I I I I ._--._ I•-? f
RNSCO CONCRETE I IIII I ,p IIIN //
/p ANTENNA SDPPORT t1+DOCR RuNCS ?t + r ! 1 E WADC GTE I -?HNIDPoVL
/ r r__ •-? 1 Ell?EDCED INTO I 0g WATERWAY n III ($F: SHEET 12)
RLOCK v l 'I
L// 1
III CONCRETE I 11 i,l LR.PRAP, RIPRA° 'p
'a EEDDING AND SAND
COURSE, J Fdl NOT SHO%NX FOR
RASE
SUP-6ASE COURSE. I I II I I RACK ?
-TRASH I I ?IJJtltt ? A
WDSAND FILL NOT ? L
) a
AND I [....... .?t ... .I . .....:... (? ?
a.. Top J 5 S IIII; ?I......... .:..;.... (, ... !I ..._.L.... ..
I' 1 .I. I?III I I
L J 1I I /__?il 1 I I I I 1,
ORIJFN SHEET PILE SLIDE OAE-/
J WTOFF WALL STRUCTURE CONTP,OL PUNT-11
HAIDRAL h N. 521,241.26
(S= SHEET 12) 1,951,117.1D
BOTTOM OF TRA,HRACK/ FL 167.09 MUMEE PLAN F. SUDS CATES
SfCURnr CATC
D 4 B 12
.+
CL 221,0 SCALE IN FEET
L JE KPIUETER FENCE NOT SHDKTI
I ILL 3 S[T G9F DRNL
C E1-B W
r 1 G,LtlAKZM GATE STRUCTURE u
OPERATOR DECK Iv SHOE FATE SUPPORT WAITS
l?.1 SffIL -?__
ANTENNA TOWER \ (a!YDND)(BEYOND) /., ??
I 1
I? I EL 112.0
11J PUtMETER {ENCL
r (SCE SHEET 12)
U 2 EMBEDDED IN70 I j
JJ I I
CONCRETE I 0. 171.0 L TO
(SEE SHEET 10) __y I I UATCH
'?-`---- 4------ I- ----- WT?1 E XICTING
-- - - - - --
r T--- -----, _--_--,
o I fACCS¢T:`S SHEET ROIL 4; 1' BASE CRUSHED COURSE CRUSHED D Tw^ 15GRCtATE • - - _ - _ _ - - - - - - - - - - - I - - ^ 1 - - - - - - _ - i ( - _ - _ _ _ _ - _ - J 3 r----i 1 ST? m FOR AR,T' ATE NOT IXISIC.>JJt10
.r > I I r
I 1' RPRA OVER 6' -ROUND 1
/r J
l , ll I 1 r----------- I'. NG 1
sue
?" - GROUND ---`-----------------
7'-0 ---
ZSTRUCTURAL
/A\'
` k• SP.NDTURAL E' 7195 ' V ° I I - I Flu M1?", ^?G?
• •? ^ I • e I I - ' I .; ` SAND FILL
"?? IP FLL 'SANJ FILL

f UM:TS CF

EXUVATIDN I

?+.Yn/a" ??, ?y
?
?'I+"
?..
LTrPE Y THIUS
_
..,
?

R L
.
j,
? / I < W
?--__-__--_--
I

?
SCE DETAIL
T
0° SLOE GAZES NOT
SHOIW! FOR CIARITV
? \
/ \ Z SFC DPh: 0
cE
?
'
I
I CRnFN SHEET PILE -CONTROL JDlFrs (TrH.)-,
IN FLOORS AND EACH WALL
p r ?
^ I curoF• WALL (BEYGNDI

----
------ -------------
---
--
- EL 157.75
?
I-° ------" ------------- ---------------------------
--T -
---
-
V

I
f?
1

rX NK! S""` POPE AIR FORCE BASE
a
tier RrIN o 9w ssx vA rw arzva '? ! FAYEffE1 TILE, NORTH CAROLINA
MW MATE IM SUOhNnA, TCY 10/10(00 Sr
Al, PRDJ. !'R VESGM iU+Yf1Al (SST ID! 10/10/0
,? C G?O1 Q rdmR K OLR
STRUCTUR= PR F E
os
4 e 12
SCALE IN FLU
A.Mr mb
lW01m0 BouM.a
M.da, 1X 75729
su-4x-4te'
ITV IL
1. PUCE 6-I4CH RC WATERSTOD ACROSS FOCaNC
CONTROL JOINTS.
2 ANTENNA TOWER TO 6E A PRE-FARRICATED UtNT F4?lA! "$}(?4
(CLEN WRRN ENGNEERING OR APPP•ovED MILL).
Bf-B SIw.1 Gl1E SIRiLIptC FIYEETEHU,(, Irr
e R t ?
NKB .}]-Sill
'sue STRUCTURE PLAN AND PROFILE I G
KK lrJ.su2i r wy- w.z?
TIER' 0YY Is
ur2
x TD- UQ7 IS 0i 17
e
0
0
:r
L
r.r
U ?
g
:r
?C
t
R
9
p a
II
I
P1
I 8
O a;
M
? o
G"J

2 I82.D I
EL 181.16
r W'
TRASh]ULN! / ?? li
SECURITY GRATE •? F
(SEE SHEET 11) i
Lr ? .
l

PERII-17R
FENCE SEE CETAIL 1
FOR FEI4CE
NOUNIING
1 C- 178.0
d4'vi' SLICE r--.-
G41E (TYP.)

EXISTING
GRDUNQ
5'-0'

STRUCTURAL SLIDE GA?'L-
FNCY.FIIL-? WATERWAY RETNFORCEUENT

-?--_- _
- - - - - - - --------
h
7
NOT SHOd'N
n

' / r I I
EL. 167.0 I A /
UMlS OF
a a
LXGVATION r / i
7
(TYP•) 7
S? FLU,
RQTTOU OCTAIL 1
ca is ?"
°. C STRUCTURAL FLL
(SEE NOT 1)
I ?
s-EcTo
OW
0 2 A 6 8
SCALE IN FEET
Y CONPAC'EO BACKFILL
ABOVE P+oE CRO'AT'
v
\ y
.?y 1
f
.2-D / ?
?
?
6' SMOINC WATEP.4l
3/6' ROUND
WELDED AT Al
uA%. OPENING
BACKFILL FOR PIPeS
O 4 8 12
SCALE IN FM
MAL DESIGN
PAJJ1 M1L VMON SMMiIAI
NfERYQV.'E ]= SUBWiUc
wmrwm ttszat surrfa (nzI
4Wno:l P` RK]P?
RIPRAP AND DEDDINO
(SEE SHEET A)
DRIVEN S6!'-'T PILE
CUTOFF WALL (TYP.)
POPE AIR FORCE BASE
r MYETTEWLLE, NORTH CAROLINA
PEMUETER FE

HAJiDML (LEFT

A3JTUENT ON1 E' AGGREGATE BASE COURSE GVER
15' CRUSHED ACGREG?c SUB-BASE a
°z
.

HCICHT OF
PACKFILL VARES-

7 COURSE (LEFT AE,J' IA1- T, SHOWN'
, 18'
RYRAP OVER 6• P.IPRM EEDU'NG
(RA7ii 0.'tJfuCNT)
rc
o
o rMSTIvG GROUND
\ -
b.
II I EL t73 D

'
-'

L
-3' ?
• r -t c
T)t a

- BMKFlLL
? ?

Sd}TJ FL.L U

v
.a:
.

"-
E'. 167.0
/l
tip.. ? lo- ANd v
w
IP CULVERT
CL
-P.ENFOrY„EN
SECTION c NOT SHOWN
rM
S"U-TURAL f1LL 0 2 A 6 8
(SEE NOTE 1)
SCALE IN FEET
L'. iC2,0 I I
OPERATOR DECK
1'-3' OPERATOR DECK •'''`?'
L. 1780
C
CONCRETE HALL 3_102•
;A ?.:.? >
L
AT &7E SECTION
--1

PER
M
TER
N

HANDRAIL r
C.1 I
E
FE
CE
(SEE SHEET
4 E.CUP.E FENCE TO
EYE'.DOED SS EYE DOJS
L 173.0 ? -0• , (SEE Dr,AJL L SHEET, 12)
I 1-
TRASIIRACK/SECURCY 1
GRAZE (SEE SH= 11 ? e F
I 07 I
CJ 3' 6 PJ" 1
I ' C.RAftI I

E- 161.0
I /
?•'? _
MONFORCE4ENT
NOT SHOWN

SPICTION p NOBS
?y 1. F NECESSARY, PLACE AND COUPACT
J0 2 A 6 8 SIRUCTURA SACKM- TO SRNG
STRUCTURAL flLl FOUNDATION TO GRADE PRIOP TO PLACING
CONCRETE FOR SPILL GATE STR1Y'TUP.£.
(SEE NOTE 1) SCALE IN FELT

wmw? ICY
TAT-a SPILL GTE STRUCTURE FAYETTEV LF- NC
W i rs

I s D'As STRUCTURE SEnt ONS
] 00 ?° "°"
+L
w
)Y 7 T29 N oM.wc 6
u• AND DETAILS
.
n
X12-/S?-a7]] um 17 sGF irrt. 6/!0/Ul Sx[I1 7 0, 17
up5m Em PIP- RI s
NOT TO SCALE a
t-
v?
i..l
L-V
I.r
1?1
^f
t?
Wd s
I T'
I
M
O ,
nzd
PERUAETER FENCE
(SEE SHfEi 12)
B7-8 SPILL CAT- STPUC7LMV
r I _
CONMG? JOINT
EL 178.0
:T
TpNTPOLi I ?? ! RCINTORCEJACM
JO N1 AN / NOT SHOWN
?N SEE COLUMN
?, I E _C k':; SUPPORT CETUL 3 1
EL. 167.0
r
t
r
gMROL JDNTS?
SECTION
D 2 t s
SCALE f4 FEET
RE'NCORCEMEM
NOT SHOWN
1,-D.
r'.4
P9NFORCEMENT
.-NOT SHOWN
L SAND?
FILL
CJ /
I •?I
7 ri1
L 6' PVC W'ATERSTCP
CONTROL JOINT
2
1) 7-TAI L
O 2 t 6
SCALC IN FEET
7
L SANG
T
C
MA

FLL _ Scr WA
ERST
,
IL
7
n 1
/

6' PVC WATCPSTOP
gwROL JCITlM

06
Q 2 4 6
SCALE IN FEU.
roEl 06CN
ok"FT Flwl Tc9.'EV slxwT.K
N:E,91pWTC 9= SJsiETV.
IQY4M1' 06101 SMYRK fxW
otzalo' u a?aan
M ? POPE AIR FORCE BASE
PAYi.TfE9I:,L, SORTY CARDIM
t-0-D ?CONTRC. JW
I I ?
4 ? ,tl
I
I o,
REQIFORCEMEM
NCT SHOWN
e f,?
1. :.:'.-.
COLUMN SUOPORT DETAIL
ce
D 1 2
SCALE IN FEET
2'-C'
(YYP )
t
INSIDE FACE-,
0- FLOW 3, SLOTTED
CNAN4EL PVC PIPE
(SEE NOTE 1)
REINMRCEMENT
SECTION DR,NN PIPE NOT SHOWN
07
0 2 t 6
SCALE IN FEET
SHE 1LE DETAIL
C 4 6
SCALE IN FEET
PR2 STEE'. SHEE'T
P:LE SEOTIDNS
I^?
TYPICAf PVC W P E AI 4
Ds
1. SLOTTED PVC PIPE LCCATEO AT THE BOTTOM, DOWNSTREAM
CORVER OF THC LEF7 AND R'I;Hl CONCP.ETE BOX SECTIONS.
LOCATE THE PPS ON THE INSL+E (CFUNNEL) SIDE OF TIE
BOX CULVFATS TO DRAIN WATER COLLECTED IN THE BOX
SECT1101a
FERAL DE-U N

DT-5 SML CAT; SJP=TURZ FA4STEMLF- W
7U

?,
9
fi @4C° STRUCTURAL DETAILS
M5
l
con
N7F M U6 1• wr7
z
THIN D"-. 6
WT T9 SC-RE . 'E Ent/Oa wn a OF 17
u TQ
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a
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CONTROL JOINT
25'_0•
u
+601'-0• r4l DEW
1
?601'_G•
F
I

\1-12, LEGS I
^ 1
I 1
601
1 11 -3 ^
EL.ISZ-0 V
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P
U CONTROL JOKT
Y DT-a SPILL WE STRUCNRE
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EL 162.0
SLICE GATES CONTROL JOpn
#POE• NEAR FACE 1 L' 1780

+601'-0' FAR FACE I I X60,'-6' o
i.-3.

EL 173,0
I
? (601'-0'
?' ? ? ? X601'-0• f601'-0• .??1.-O•
EL. 1670
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I g'-7j' 601
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9'-1;' y_?• I:• LEGS ?
J

Tl N A
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0 < 6 17
SCALE IN FELT

EL I8 2.0 l EL 1730
P-0E:. 17x.0
E-Z V,1601,-c,
EL 113.0

J SEE BLOCKD'JT OEfAII
n
'
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4•
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^ N
Q
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? 5=2' LOS 1607'-O'
^
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/
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SHEET PU Mp.)
SECDON
L9 SECTION
09
G 4 a 12
"mw 0 4 a 12

mmm?
;AL W FEET SLAE W FEET
FWAL QeStaN

POPE AIR FORCE BASE
ceva WITT- TEU 5/71/w ,
FAYS;TEVILLE, NORTH CAROEINA
N w!TMTE a9[ wa•mK nu 19/29!93
ero.r o2?,
R?00 /In ?WCVa.C
RRElIY24.R DESC SUBITILL U?1 nv 19/19/93 1u?LN TI 16)75
?O' O?PI u 7 :17-4N-4727
VO
i
?6or-D' fool'-c'
LEGS "il N o
C9
E 4 B 17
SCALE IN FEES
NOTES:
1, SEE SHEET 10 FOR GENVkAL S7RUOLURA_ NOTES.
... ADJUST SPACING !S NECESSARY TO ENSURE S-)a AT THE
UPSTREAM FACE EXTEND VERTICALLY BEEN THE GATE
OPCNINOS MAINTAIN J' OF COVER AT CONTROL JOTffS.
., SEE SHEET 10 FOR ANTENNA MOUNTING DETAIL
•'A'r6 x... TEn IRT-B SPLL GATE STRUC7URE FATETTEIILLE, NC rw,? G
S
?KD rz _
a e I 77 m"s
IF THm W 90E5 REINFORCEMENT DETAILS
(SHEET 11(71 IxTIMyi IS Yi ' OF 2)
Nor f9 stxa ..c E/l9PJ4 s1aT 9 tr 17
A^
L4.
vAl
1?4
..vl.
7r
rF-,+
V
I?
I?
r.?t
Ua
1
?p
1
f
i
I as
M
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o,
'--E 01-8 SPILL CATE STRUCTURE
{6D1'-C'
-
I
? 179.0 '
1 r..i 4

:1
Y I H
? L
/
A
1 =C' SEE CLXJJMN r,
SUPPORE CETAIL I

A l{

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tp
?
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A! I {FDIC-0'
?6Df'-D' I
1
CL 167.01 1
f ./,....?' f M

!
12' LEGS y 12' LE05
SEOON E
0 2 4 6
SCALL IN FEET
MJTENNA TOWER

I'-C' D'A,-'
n HOCPS (rYP.) m
MMNNA TOWER MOUNTING
0 2 4 6
SGl'E N FEET
Alll CLLCM
yOjXIJ.RATE eM SUD9MAL
FAm1V.'M tE< MINITIAL (.%S)
0®PIO, a Ap60A
1'-C'
1 I
j6Dl'-0'
E
REINFORCEMENT
DOWELS
UPSTRFAW
FA .CE
t?
COLUMN SUPPORT DETAIL n
Ip
0 1 2 J
SCALE N FEET
NOTES
1. - A CLOSED CIRCLE AT THE END OF A BAR INDICATES A BEND N7H
THE BAR TURNED TOWARDS THE OOSERNE'P
2. SPLICES SIIDWN THUS Z- INDICATE A V.'PED 5PLICE, NOT A BEND IN THE
BAP
DIME125!ONS BETWEEN BUTS ARE TO THE CENTERLINE 0' THE BAPS UNLESS
OTHERWISE SHOWN. CLEAR CON'M DIMENSIONS ARE WARKEO 'CL'.
4. PLACE THE REINFORCEMENT SO THAT THE CLEAR DISTANCE BETWEEN FACE O°
CONCRETE ANO NEAREST R:NFORCEWENT IS 1' FOR 05 BARS AND LMALLEF.
FOR {6 BARS THROUGH {6 SIRS AND 3' FOR {9 BARS THROUGH {11 BARS
PROVIDE 3' CLEAR DISTANCE FROM FACE OF CONCRETE FOR ALL BARS WHEN THE
CON--M IS PLACED ACAI.NST EARTH OR ROCK CLEAR DISTANCE IS THE DESIGN
DIMENSION LNE. REINFORCEMENT PARAILEUN3 CONSTRUCTION JOINTS SHALL HN'T
A M:NINUM D?- Y CLEAR COVER.
5. UNLESS OTHER RADIUS BENDS ARE INOZATED DN THE DRAWINGS, ALL
REINFORCEMENT RECUIRIND RENDING SHALL BE BENT AROUND A PIN HAVING THE
FOLLOWING OAMET"ER.
3/4, DA.
POLYPROPYLENE RUNG
CONCRETE FACE ,
n
N?
I I p' "E?j
.L+t.OMSI I ?aYJ11G11
LADDER D_TAII
NC' TD SCALE
POPE AIR FORCE BASE
FAYE7,rEV=. NORTH CARULUCk
EAR NO. 3 14 5 1 6 7 6 I 9 1 10 11
STANDARD BENDS 12 1/41 3 3 3/414 1/2 5 1/41 6 19 1/2110 J/ 12
STNCL'P AND T N , 11 1/11 2 2 1/214 112 5 1/41 6 1 - I - -
6, REINFORCEVENT WAY C ASR'STED LATERALLY TO UANTAIN A CLEAR DISTANCE OF
AT LEAST I' BETWEEN THE REINFORCE4ENT AND WATER' STOPS, ANCHOR BOLTS,
FORM TIES. THIMBLE AND 011¢R ELBEDDED MATER'A'S.
7. OAR SUPPORTS, SPACERS, AND C7HER ACCCS-SORICS ARE NOT SHOWN 04 THE
CRAw[%--. THE RECOuVENDATIONS or THE AC! CETAIUNG MANUA;-19BE, OR
OTHER APPROVED SUFPORTINC SYSTETA MAY BE USED.
6. UNLESS OTHErvr= SHOWN F0U_CW THE REZOMMENDATIONS ESTABLISHED 9' THE
AMERICAN CONCRETE NSTITL=S 'MAN'UAL OF STANDARD PRACTICE FOR DETAILING
RONFORCED CONCRETE STRUCfi1R2 AZ 315'.
9. SPLICE LENGTHS SHCWN ON THE TABLE ON THIS DRAWING AP.E FOR CLASS 9
SPLICES IN ACCORDANCE MTH ACI 318-02 SPUCES OR CEVELOPMENT LENGTHS
OTHER THAN PHCSA SHOWN IN THE TAMES MUST BE DETAILED ON THE
REIN:'GRCEuENT DESIGN DRAWNCS.
l9M' N
1 •-C'
SECTION A
10
D t 2 3
SCALE IN FcET
10. THE MNNuu LENGTH OE LAP FOR SvU_'NG PARALLEL BARS SINLL K
C11<N 8t THE APRJCABLE2 TABLE (REINFORCEMENT TADLE). SPLICES SHALL
BE STk;GE^nCD TO GhE 24 INCHES CLEAR SETWEEN ENDS OF AIUACEN7
SPLICES. BMS SYUCED Bt NONCONTACT LAP SPLICES SHALL NOT BE
SPACED TRwL;VFP,SElY FARTHER APART THAN ONCE-FIFTH THE REOU:RED
LAD SPUOE LENGTH. NOR 5 tH. WHEN REINFORCING BARS OF DIFFERENT
SCE ARE TD BE SPLICED, THE LLNGiHS OF LAP SHALL BE GOVERNED DY
THE SMALIER DIAMETER OAR, SPLICES ARE TO BE M4OE SO THAT THE
REOUIRED CLEAR D17ANCES TO FKE OF COKRETE WILL BE uANTA'NE7.
REINFORCEMENT TABLE
r-.4co0 GP 1.-MOOD 0s'

REAR
SIZE MINILIUM
E TO E LENGTH OF LAPPED GIEVELOPWENT LENGTH
SPLICE (INCHES) (Ld) (INCI IES)

f BAR SPACING
(INCFIES)
TD°
BARS'
OTHER TOP I OTHER
BARS BARS. EARS
3 I 3 24 19 19 15
4 J 33 25 25 19
5 3 41 31 I 31 I 24
5 4 49 37 37 I 29
7 5 71 54 54 I 42
6 5 I E1 62 I 62 48
9 6 91 7: 70 { 54
10 9 102 76 75 60
11 10 113 67 87 ` E7
I TOP SAPS ARE HORIZONTAL BAPS IN BEAMS AND SLABS
So PLACED TINT MoRE YHAN 12- OF CONCRETL G
CAST IN THE MEMBER BELOW THE BAR.
SPLICES MUST BE STAGGERED
95% DEMN
"0e S rW o Ty
6T-8 SPILL GALE STRtX TU rz FAT'EMEVIL F, 1C
°
t TS
'. ,?3 DRIED. H101 '19
F TAG W CC FS REINFORCEMENT DETAILS t0
9400 AmD<W- lh_k_m nNQfcA I. -7 (SHEET 2 OF 2)
A , TS 79:29
519-A -4797 An- TO zxr
6/zs/04 sNTJT 10 fr 17
u
0
O
PERIMETER FENCE NOT
SHOWN
Q SUDS CATA
:OFR P.UHM
I,N
EMBEDDED WTO

G..I CONICREf
E ;SPILL CATS STRUCTURE
( =
.7
HANDRAIL '.
v.n (SHER 12)

FBI '.I .
.. I... .... i
.? .I ? , III

DRNTIN SHEET PILE i
CUTOFF WAIL
47.-C.

r
U
4
C
I
Q 5
I
i
M
L
L 18ZC SEE BOL7IHs
MAIL 1, THIS SHEET y,
TO' OF C EL 1E2.0
TRaSHHA^.K CSI
-TOP OF EL 181.16 tt?? u
1PASHRALlt/SECt1Rlh Z
CRATE, EL 181.16 EL 178.0
EL 173.0
suDE car
EL 187.0 ,3'-<-{
EL 167.0 1 I : 1 1 WATERWAY
I
I f
L.A.- FILL I BACKHLL
NOT SHOU'T' j H37 SHOWN
------------ !-------------------------------------------
TRASHRACK ELEVATION
0 4 8 12 16
SCALE IN FEET
WELD AT ALL JOII
EL 18ZC'

o -
-NOS Di STEEL RE
EPOXY ANCHOR '0 BC FLUSH WTM
EL 1BT.16'
' !AR FK°S
.
v
19
TTLSHRACK/
SCIIIRRY CHASE N ".EMEN1
NOT OT SHOWN
V STEEL
CUT MOUNTING ENDS OF
TR,"RACK DRATINC TO CC
FLUSH WTTH HORIZONTAL AND
VERTICAL FACES 1
1:p
m
m a \
1 G n
- v n
D
C
N
? C
I LL
o
CLFM eonau Cr 1RA,HRA:X/
(?) ` 4 - SCCU"nTY CRATE
E301-flNG DERAIL
4 ° 12 16
6?? TYPICAL TRASHRACK/SECURIT Y GRATE PANEL
SCALE IN INCHES (9 REQUIRED)
C 2 4 6
SCALE IN FELT

POPE AIR FORCE BASE
4 17- T. 5/21 ro 1y_ '
'
'
MNpY¢U'[ ecc saaM /F,tl ohpre? (TMLLF, NOR
T
H CAROLM&
FAYE Ambr 0-
FvaAII :IE a svmrnR f1.^X7
7p
m/II/h.
Lmt Bv,4t.dV
7!
M
vmvvrv a sumo n O+S I 512-454-4797
NOT SHOWN
SEE BO!TING
DETAL 1. TH'S SHEET
SECAON A
11
0 4 B 2 6
SCALE IN FEET
1/2' TRASHRACK BARS
TOP Or TRASHRACK/
SECURITY GRATE
4'XI/2- TRASHRACK BARS
T' CIA. STEEL RODS
S'X1/2- 7,E0. PLATE
FOR v ?4'Xl/
" TR
HR
K
EPOxy ANCHOR AS
AC
2
BARS
BOTTOM CONNECTION D=TAIL SIDE VIEW
0 6 9 12
SCALE 114 INCHES
NOTES.
1. THE TRASHRACK AND PERIMETER FENCNO S14M1 CONFORM TO MIL
RAHDDOp( 1017/10,'DCSNN GUIDELINIES FOR SECURTrr FENCING, Q1f2??
GATES. BARRIERS. AND CUARD FACILITIES'. 96% DESMN
ra ?+^ Q
rMrtiec Bi-E SF4t. GAZE SiRLC1URE FAYETIEWJ.E. N," 2
ovicen
A MI W D= TRASHRACK / SECURITY GRATE
I CT WP JRE I'
TEN L----C 6 r?sn YR
'OT 10 Sc E i0E s/tl/O4 sfaT 11 cl 17
4'x1/2' TRASHRALK
TOP CONNECTION OXTAIL
W-j
w
v
N
v?1
.v
A
FNn P.^.ST
TYPICAL EENCM
NOT TO SCALE
NO k
R
HDRIZONTAL
RAP_ k 3fE•
AOC
EN
PERMETER
C.
t
)ST
BANDS AND
ER BAR AT
7E
OPERATOR DECK
z
F?
`W
r
I?1

I
I?
O
M
O
a'
? e
CHNNUNK UESSH (NCTE 2)
77
t 1/2' Da. SCH AD
°i I Y PIPE RAPS. HOT DIP
CALVAN;ZED
h xr
oa 6'-L' ILLS rr 1
Lz2? I r,R, x.
R ? v
i
7
I?- RCIKfDZMACNT
NOT SHOWN
HANDRAIL Wn- CHAIN LINK MESH D,-III
NOT TO SCALE
MAL Ocsc.
BA.NT F-4. Dc V 5dT4
9 tci IX WE 11M stlltwrK
WtSll, 9 9FSCJ S,RYRA:
tem.rml D
(SEE NOTE E)
CHAIN LOCKING SfST I
NOT TO SCALE
POPE AIR, FORCE BASE
I ° FAYETEVaIX. FORTH CAROLRIA

''•?
tl 5/8' HC_ FOR I/Y D0. SS
THREADED AN-HORS 7'
,?
R SEE ORAL 1 -1
LONG KITH C EUREDNEN'„
? ,
,.^. USE HO Ftt15o ADHFS"1;
" THIS SHEET
1
?? V SYSTEM, HIITT OR COUAL

•
I 1f2
D0. SCH lO
HUT DIP GALVNJQED
TTS;TINC 1/1• STEEL PIATE HOT DIP
GALVANZZED
cr An 2
12 HANDRAIL SUPPORT BRACKET
Ys WEEP NOTE NOT To
CATE O°ENINC CONTROL JOINT
FENCE TRANSITION DETAIL
NOT TO SCALE
TENSION WIRE
CHOW
SS EYE DOLT WITH DETAIL 2
4C SEND QYP)
TZ
u t' 7' / E'
1. wHENEWR UNEVEN GROUND (BOTTCN OPENING WtCER THAN 2 INCHES) G
ENCOUNTERED, FILL IN BELOW FENCE WITH AMMONAL STRANOS OF
BARBED WIRE AT /-tmCH SPACING,
2, ATTACH FAOR'C TO AL FENCE AND CATE STRUCTURE AT 12' INTERVALS
NSRTtCALLY AND A7 20' HORRONTALLY.
3. OWEF?SIDNS OF EXSTING LHA.TI UNK AC-SS CATS INCLUDING PCST
EUo,0' VENT DET'IN ACE UNKNOWN. ACTUAL FIELD DUEN'SIOHS P°_ LARED TO
COUPLETS THE WORK SHALL DE FIELD VERIFIED BY THE CDNTRArDR PRIOR TO
DEVELOPMENT 0' SHOP DRAWINCS.
1. PROVIDE, FABRCATE, AND INSTALL CHAIN LINK FENCE AND CHAIN UNK FETCE
VEHICLE CASE COUPONENTS IN ACCORDANCE WITH THE REOUREMENTS OF THE
TEOFIN.CA'- SPE inc=N'S. ALL EEN'CINC STEEL MATERLNS TO BE HOT-DIPPED
CALVAN2ED AFTER FAZI ATION.
CAST SS EYE BCLTS EV CONCRETE TV SECLIFE BASE OF FENCE. THIS
114CLUDES VERTICAL CONCRETE SURFACE AT TRPNSMON TO OPERATOR DECK
6. PADLOCK TO CpIFORM WITH MIL-HDOK-1013/10 AND RR-F-191/2 AS AN
APPROVED GENERAL FIELD SERVICE PADLOCK. ADOMDRAL'Y, PAD.OCKS TO
HAY A REMO'VADIE CORE
MAL DESIGN
Ta BT-8 SPILL GATE SRUMIRE ;7AYETTEVt1G NC Q
TYPICAL FENCE DETAILS 12
7ro1 seal 12 17
auww
o I 1

9100 ImDryb. B-1V F w,RE I'
A,.- T% 18729 T,[N D51n110 6
512-15-4197 NOT TO 9IiL
1L--F-Wl MAIN LNK H'NG? VEHIGL±-. God
NOT TO SCALE
M
^I
V.,?
tt

z
U
4

?n
0
0
M
O
a
cc
L-
/ EXISTING
/ ELECTRICAL PULL
BOX (SEE NOTE 3)

I I I ?1` `1 µ
I ? 1,, 1 I
I ?1 1 1
III i
` \+ C ELECT DUCT BANK ,, 1 1 I
'= I I ` ?OTp0
c" cp
DUCT BANK
FOR POWER FEEDER
(PC-1)
/j

? wN
10', 4' COPPER
GROUND RODS
(3 EA.)
o?? - - 1
n
r_
N 1 1
I 111 r/ r/
-17
ANTENNA
TOWER
tai
1

?c \
t
ELECT DUCT BANK ( C DUCT BANK \
LINE FOR CAMERA/FLOOD 1y HT
(PC-1 D)
1
10', 4' COPPER
ROUND RODS
(3 EA.?
SEE DETAIL go,
A
SEE DETAIL B

0 10 20 25
SCALE IN FEET
10', 4 COPPER
GROUND RODS
(3 EA.)
NOTES:
1) REUSE EXISTING UTILITY POLE
WITH 45 kVA TRANSFORMER BANK
(3-15 kVA, 10),
LOCATED NEAR POLE
#2A-16-12.
2) PROVIDE NEW CIRCUIT (PC-1)
FROM TRANSFORMER SECONDARY
TO NEW MAIN SAFETY SWITCH
(SS-1). SEE EQUIPMENT RISER,
CONDUIT, AND CABLE SCHEDULE
ON SHEET 15. MINIMUM BURIED
DEPTH OF PC-1 AND PC-10
SHALL BE 2'-0".
HORIZONTAL DISTANCE FROM EXISTING POLE
MOUNTED TRANSFORMERS TO EXISTING
ELECTRICAL PULL BOX IS APPROXIMATELY 400 FT.
USE EXISTING CONDUIT FOR PC-1 FROM
SECONDARY TO EXISTING ELECTRICAL PULL BOX.
CAMERA/FLOOD LIGHT
LOCATION '
SEE DETAIL SHEET 17
4) MOUNT ALL ELECTRICAL EQUIPMENT
ABOVE EL. 180 FT.
FINAL DE8( N
wrsm?9 °?"` REPPJR AIANCHMIER R= (BT-B) SPILL GATES
o * l ww? pT FAYETMLLF- NC 1
pftol?
w ?I , POPE AIR FORCE BASE
MR PS?Ma m OB9 7/20/05 c r, ,® ee-c? wrlow
FlINL GIIYON EFB 6/25/O4 FAYEITEV=, NORTH CAROLINA IF THS W DOES vs
NOT 1ElSORE 1' ELECTRICAL PLAN 'Q4 DRAN3 IS Mnbar Oo1o rx-r rvwsrc
u DRAFT' FlNA D31i A19iOfTR 9f 5/21/94 9400 /mbeTlen Boubwrd 29 m ecv o[i'79n]N OF MOM
By om 512-154.4797 N? TO ?5?/1E ucE: 8/25/D4 mm 14 aF 17

---------- - -------------- ------------------
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OT1-r3 PSM PqM -P84 Phu - PCM BT2-7A PP-1 SS-1
CC-12 d
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f a_e a-2 Cd 00-2 `OC-2 CC-2 R
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1Ma'[C NR+II7G
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V VEEL
FM P PAVCS A = h
H1CX fill
I wan'
A P RISER DIAGRAM
(VIEW FACING SOUTH)
?lS
1
a p ,5 POPE AIR FORCE BASE
wn FAYSITEL'I=. NCTfH CAROLINA
fi, dwT RNt ccr.N str3lmu 11ma1 m 5121/M
t: m PE>ne+Rr s ¦m r art
.-11
-to
0
BT-8 SPILL GATE
DESIGNATION FROM TO CONO, S{ZE CONDUCTORS OTY SIZE REMARKS
PC-1 POLES A4.D XFMR SEC. (EXIMINC) SAJTTY SWIT SS-1 2' 4CJ1, ICJ1 GID 2:8 VAC, 3 PH. INCOMi%; POWER
PC-2 SAFETY SWITCH SS-I, LOAD SIDE POWER PNI PP-t Y iCJt, ICJ1 CID 205 VAC, 3 PH. INCOMING POWER
PC-3 POWER PN-. PF-1 P-_ - 1-t 11' 15[+10, -Ito GNO 205 VAC, 3 PH. PWR. TO R^1UATORS
PC-A PC-3 PC-5 I-1/4' 1X)10. 401110 GND 238 VAC, 3 PH. PWR. TO A.-TUATCR'
PC-5 PC-4 PC-E I' 9010, 3CJ10 GND 208 VAC, 3 N. PWR. 70 ACTUATORS
PC -6 PC-5 P:-7 6CJ10 ICM10 GND 208 VAC, 3 PH. PWR. TO ACTUATORS
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

April 28, 2005
Pope Air Force Base
43 Civil Engineering Squadron/CC
560 Interceptor Road
Pope AFB, NC 28308-2314
Subject Property: Manchester Road Repair
Approval of 401 Water Quality Certification with Additional Conditions
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1995
Cumberland County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.096 acres of wetlands and 105 feet of perennial streams for the purpose of
repairing Manchester Road at the subject property, as described within your application dated April 18,
2005 and received by the N.C. Division of Water Quality (DWQ) on April 21, 2005. After reviewing
your application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3366 and 3402 (GC3366 and 3402). The Certification(s) allows you to use Nationwide
Permit(s) 18 and 33 when issued by the US Army Corps of Engineers (USACE). In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you go ahead
with your project including (but not limited to) Erosion and Sediment Control, and Non-discharge
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream 105 (feet) Tanks Creek
404/LAMA Wetlands 0.0996 (acres)
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htto://h2o.enr.state. nc.us/nmetlands
No°C Carolina
Naturally
Pope Air Force Base
Page 2 of 3
April 28, 2005
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
Pope Air Force Base
Page 3 of 3
April 28, 2005
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Sincerely,
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Ken Averitte in the DWQ Fayetteville Regional Office at 910-486-1541.
AWKIcbk/bs
Enclosures: GC 3402 and 3366
Certificate of Completion
limek,
cc: USACE Wilmington Regulatory Field Office
DWQ Fayetteville Regional Office
DLR Fayetteville Regional Office
File Copy
Central Files
Filename: f04-1995 Pope Airforce Base Manchcstcr Ext (Cumberland) 401
o? - iCvq5
DEPARTMENT OF THE AIR FORCE
HEADQUARTERS 43D AIRLIFT WING (AMC)
POPE AIR FORCE BASE NORTH CAROLINA
•
1 B APR n05
E
C
MEMORANDUM FOR NCDENR, DIVISION OF WATER QUALITY
ATTN: 401/WETLANDS UNIT
FROM: 43 CES/CC
560 Interceptor Road
Pope AFB, NC 28308-2314
SUBJECT: Amended Request of 401 Water Quality Certification, Repair Manchester Road
(BT-8) Spill Gates Project, Pope AFB, NC; Reference Project No. 04-1995
1. The purpose of this amended application package is to request a 401 Water Quality Certification for
the repair by replacement of an existing spill gate structure, which has structural deficiencies. As
instructed by Mr. Ken Averitte from your Fayetteville Regional Office on 7 Jan 05, the original
application package dated 12 Dec 04 needed to be amended to also apply for a Nationwide Permit No. 33
to be able to use a temporary diversion channel during this project.
2. We are hereby submitting seven sets of the completed US Army Corps of Engineers (USACE)
amended Preconstruction Notification (PCN), and application for a Nationwide Permit No. 18 and a
Nationwide Permit No. 33 (Attachment 1) for the subject project. Additional documents in support of this
amended application package are provided as Attachments 2 through 5. The total wetland impact is 0.096
acres, which is within the threshold for the Nationwide Permit No. 18. The package also explains that,
under the Nationwide Permit No. 33 being requested, the diversion channel to be used for this project will
temporarily impact 0.0037 acres.
3. We have already submitted the amended PCN and application package for the Nationwide Permit
No. 18 and Nationwide Permit No. 33 to the USACE. A check for $200.00 from the project's contractor
was already provided to your office with our initial application package submitted on 12 Dec 04.
4. Should you have any questions, please contact Mr. Alberto R. Marquez, Water Quality Program
Manager, at [phone].
MICHAEL R. HA S, Lt Col, k-Q? LI ?l r
Commander ?(J f
??
Attachments: APR 2 Y 2005
1. PCN and Nationwide Permit No. 18 and No. 33 Application IyETL DENR WATER
2. Project Location Map ATER BRANCH
3. Proposed Project Design Plan
4. Wetland Impacts from the Proposed Design Plan
5. State Clearinghouse NEPA Final Approval Letter
AA1C-Global Reach for America
RPM 01 o W - 00
APR i
]I-
Office Use Only: " Form Version May 2002
10S - WATER cwaun? ? q S
F??tN?DSAt;0 STor
USACE Action ID No. ll
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Proccssinb
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 18 and
Nationwide 33 Permits
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
® 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Pope Air Force Base, Attn: Lt Col Michael R. Hass
Mailing Address: 43d Civil Engineering Squadron/CC
560 Interceptor Road
Pope AFB, NC 28208
Telephone Number: 910-394-2561 Fax Number: 910-394-1643
E-mail Address: michael.hass-020a pope.a£mil
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
E
Page 5 of 14
Telephone Number: Fax Number:
E-mail Address:
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Repair Manchester Road (BT-8) Spill Gates, Pope AFB
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Cumberland Nearest Town: Spring Lake
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the intersection of SR 87
and Manchester Road in Spring Lake take West Manchester Road to Pope AFB; the site is
after the Seaboard Coast Rail Line on the left traveling west.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 2,130 acres (includes the entire Pope AFB)
7. Nearest body of water (stream/river/sound/ocean/lake): Tank Creek
8. River Basin: Cape Fear
n
Page 6 of 14
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site already contains a spill gates structure, surrounded
by wooded areas on three sides parallel to Manchester Road located within a wetland which
is part of a Military Installation The Fort Braga Wastewater Treatment Plant is located
diagonally across the road from the existing structure This site is located at the northern
boundary of the Base where Tank Creek flows under Manchester Road.
10. Describe the overall project in detail, including the type of equipment to be used:
Overall project plans include repair by replacement of the existing gates structure by building
a larger, independent structure approximately 50-feet upstream of the existing one, outside of
the NCDOT's right-of-way, then demolishing the existing structure. The channel portion
immediately downstream of the new gates structure will be re-graded and riprap placed.
Correspondingly, the upstream area adjacent to the new structure will also be re-graded to
facilitate flow into the structure. Five six-foot high by seven-foot wide slide gates, with
motor operators that will be controlled both locally and remotely, will regulate flow. The
base perimeter fence will be extended upstream to the structure and across it. A 12-foot wide
gravel service road will be constructed from Manchester Road to the new structure.
Equipment used on the project will include but not limited to: a small backhoe, dump truck,
earth compactor, dewatering pumps air compressors, excavators for sheet piling and cranes.
Additionally, the Droiect will include the diversion of Tank Creek during construction. It is
anticipated that approximately 0.0037 acres of wetlands will be temporarily impacted by the
diversion of approximately 1,050 linear feet of Tank Creek around the construction site.
TolTest will divert Tank Creek by placing Porta-Dams across it see attached drawing for
locations and details) and routing it through a PVC lined channel. The diversion channel will
be approximately 180' long with a trapezoidal cross-section 20' wide on its top dimension.
All bank walls will be slopped back at 1 to for 1 t/2 to 1 depending on soil- types. This
diversion channel will require the temporary excavation of approximately 1,200 cu/yds of
soil which will be stored on-site out of potential flood areas, and covered at all times.
Additionally, the perimeter of the stockpile will be closed-in with silt fencing (see attached
drawing for soils stockpiling and silt fence locations). The anticipated timeline or sequence
of events associated with the diversion of Tank Creek is as follows (note all days listed are
working; days):
Excavate diversion channel 10 days
Install PVC liner 4 days
¦ Tank Creek diversion 30 days
¦ BackfilUrestore diversion channel 7 days
At the conclusion of the diversion. TolTest will restore the areas temporarily affected by the
diversion channel back to like conditions. Once the new gates are operating, the old gates
will be demolished. The areas of the bank presently protected by the existing wing, walls will
be stabilized with gabions. The procedure to restore the entry and exit ways of the diversion
channel will be: Porta-Dams will be relocated to seal the entry and exit ways of the diversion
Page 7 of 14
channel so that Tank Creek may return to its original course. At that point, TolTest will
begin to restore the breakthrough walls at each end of the diversion channel to be followed
by backfilling_and compacting; the diversion channel; removing the relocated Porta Dams,
and stabilizing the restored banks with Coco matting or root wad with an underlying wetland
seed mix.
11. Explain the purpose of the proposed work: To provide a suitable spill gates structure to pass
the normal flow of Tank Creek and be able to contain multiple hazardous material releases
within the boundaries of the base.
r:
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Pope AFB provided limits of the Wetland Delineation.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
® included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 8 of 14
® mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed project will impact
a total of 0.096 acres of wetlands adjacent to Tank Creek and 105 linear feet of Tank Creek. The
diversion channel will temporarily impact approximately 0.0037 acres.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (es/no) (linear feet)
<0.3 acres in the
immediate vicinity Structure/ rip rap 0.096 No 0 Riparian
of the project

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cleanng, grading, 1111,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htip:Hwww.fcma.c ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
® Total area of wetland impact proposed: 0.096-acre permanent impact
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Tank Creek Structure/rip rap 105 Tank Creek 10' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated riprap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us's.eov. Several interact sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 105 ft
C7
Page 9 of 14

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
' List each impact separately and identify temporary impacts. Impacts include, but are not limited to. t , excava ton, g g,
flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
Impact

(acres Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
)
N/A

• f II t' dred in
5. Pond Creation: N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
E
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Between the preliminary and final designs the amount of riprap to be placed within the
stream and the amount of grading of the upstream and downstream channel were minimized to
avoid greater permanent impacts to the stream and adjacent wetlands.
VIII. Mitigation
is DWQ - In accordance with 15A NCAC 2H .05 00, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 10 of 14
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
® streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Pennits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp:/ih2o.enr.state.nc.us/ncwetlands/strmgide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
® and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation casement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http:Hh2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information: N/A

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Page 11 of 14
Amount of Non-riparian wetland mitigation requested (acres):
is Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
® X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
•
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Page 12 of 14
x Zone 1 extends out 30 feet perpendicular from near bank of channel; 'Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No net change to the impervious area will occur as a result of this proiect. Storm water
controls will include silt fences riprap and permanent grassing on all exposed soil.
® XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
C]
Page 13 of 14
i XIV. Other Circumstances (Optional):
s It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

Applicant's Signature
MICHAEL R. HASS, Lt Col, USAF
Commander, 43d Civil Engineering Squadron
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
r?
is
Page 14 of 14
Cl
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ET-8 SPILL GATE STRUC'T'URE
FOR
POPE AIR FORCE EASE
FAYETTEVILLE, NORTH CAROLINA, USA
PREPARED FOR:
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CONTRACT NO. F41624-00-D-8028
TASK ORDER 0193
STATE MAP
NOT TO SCALE
SHEET DRAWING INDEX
NUMBER DRAWING TITLE
1 COVER SHEET
2 LEGEND AND ABBREVIATIONS
3 EXISTING CONDITIONS
4 PLANNED MODIFICATIONS
5 DEMOLITION PLAN
6 STRUCTURE PLAN AND PROFILE
7 STRUCTURE SECTIONS AND DETAILS
8 STRUCTURE DETAILS
9 REINFORCEMENT DETAILS (SHEET 1 OF 2)
10 REINFORCEMENT DETAILS (SHEET 2 OF 2)
11 TRASHRACK/SECURTIY ORATE
12 TYPICAL FENCE DETAILS
13 GATE INSTALLATION DETAILS
14 ELECTRICAL PLAN
15 CONDUIT AND CABLE DETAIL ELECTRICAL.
RISER DIAGRAM
16 MONACO FIRE SYSTEM ELECTRICAL
DIAGRAM ONE IJNE/PANEL SCHEDULE
17 MISCELLANEOUS ELECTRICAL DETAILS
SITE MAP
0 3 6
SCALE IN MILES
9

FINAL DESIGN
OE-0): l1w REVISION
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NAL DESIGN
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DRAFT FINAL DESIGN SUBMITTAL EM 5/21/04 POPE AIR FORCE BASE ® ?:
WLC HKB PROJECT
22235649
L INTERMEDIATE 607 SUBMITTAL TEY 10/10/03 FAYETTEVILLE, NORTH CAROLINA Amber Oaks IF
THIS BAR DOES
MiZ

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PRELIMINARY DESIGN SUBMITTAL (3C%)
TEM
08/13/03
9400 Amberglen Boulevard

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TX 78729
ti NOT MEASURE I*
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aEDT UTZ COVER SHEET 1
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512-454-4797 NOT To SCALE n.TC 6/30/04 SHEEP 1 OF 1 T
LEGEND ABBREVIATIONS
INTERSTATE HIGHWAY O EXISTING UTILITY POLE ® AT
S SLOPE
P 9
V
UNITED STATES HIGHWAY
SA
EXISTING SANITARY SEWER LINE
0
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SCH
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---6220--? EXISTING ELEVATION CONTOUR WITH CL - EXISTING GAS UNE SM SURVEY MONUMENT
ELEVATION IN FEET ABOVE MEAN SEA LEVEL FEET
STA STATION
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PLUS OR MINUS TYP TYPICAL
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-•• -•• -•••- EXISTING WATER LINE OR CREEK AFB AIR FORCE BASE V VERTICAL
FD FIBER OPTIC LINE
ASTM AMERICAN SOCIETY FOR TESTING W WEST OR WATER LINE
W W-W- LIMITS OF WETLANDS AND MATERIALS
W BURIED WATER LINE
BE BURIED ELECTRICAL
FLOW INDICATES DIRECTION OF FLOW
-CI/,P CMP CULVERT BGS BELOW GROUND SURFACE
-R -r -x - FENCE rn EXISTING LIGHT POLE CENTERLINE
GUARDRAIL CJ CONSTRUCTION JOINT
TEST HOLE LOCATION CMP CORRUGATED METAL PIPE
PAVED ROAD
0 EXISTING MONITORING WELL/OBSERVATION WELL COR CONTRACTING OFFICER'S REPRESENTATIVE
------------
UNPAVED ROAD
CP
CONTROL POINT
------------ THE ROSE GROUP SURVEY CONTROL
DIA DIAMETER
NEW CONCRETE E EAST
NEW SURVEY CONTROL POINT
EA EACH
0 ECM - EXISTING CONCRETE MONUMENT
EXISTING CONCRETE EL ELEVATION
O MH EXISTING MANHOLE H HORIZONTAL

EXISTING CONCRETE TO BE DEMOLISHED INV. INVERT
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- ---
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JU PERIMETER OF TREES
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TREES TO BE REMOVED
NAD
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<I NAVD NORTH AMERICAN VERTICAL DATUM
NGVD NATIONAL GEODETIC VERTICAL DATUM

TRASHRACK/SECURITY GATE NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
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CRUSHED AGGREGATE BASE COURSE OE
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FINAL DESIGN

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FINAL DESIGN
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6/30/04
POPE AIR FORCE
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- L TENT 5/21/04 ?t4 HKB 22236649
Q INTERMEDIATE 60% SUBMITTAL TEM 10/10/03 4:. " FAYETTEVILLE, NORTH CAROLINA Amber Oaks F THIS BAR DOES MT7 LEGEND AND ABBREVIATIONS """
PRELIMINARY DESIGN SUBMITTAL (30%) TEM 08/13/0} 9400 Amberglm Boulevard NOT MEASURE iS
THEN DRAWIN
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REV
DESCRIPTION OF REVISIDN
13Y
DATE Austin, TX 78729
512-454-4797 G
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NOT To SCALE MR
DA-
6/30/04 SHEET 2 OF 17
FORT BRAGG MILITARY RESERVATION
WASTE WATER TREATMENT PLANT
INV OUT: EL. 164.97
PRAP /
INV OUT: EL. 164.80,. j'-/
l /.
/ ? / - N65 Z1 } f,
5
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/
?g0/ --APPROXIMATE'LOCATION
N. 523,3 . /6 ELEVATION: 1 ONCRETETLAB?{GRATE REMOVI
E. 1 ,094.57
CONCRETE WING WAJk " - > GRATING,
CONTROL TO BE REPLACF[3 ?Y
Y
GUARDRAIL 1TB 'EXISTING BT-8 SPILL GATE ST
630 GABION B TS
1.157 AF MOL17ION '
_! /=- - - /,=yam -- --
PPROXIMATE LOCATION
EDGE OF OF FIBER OPTIC LINE CO CRETE APRON
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a . L / 1 3 NEW SPILL GAT
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A
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LEGEND
V I e a w- w- w- =LIMITS OF
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DAM
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1
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i
-APPROXIMATE q
TANK CREEK
0 20 40 60
SCALE IN FEET
HORIZONTAL CONTROL
IRON STAKE
N: 523,461.873
E: 1,998,305.169
PW?'
SP?
50

WARNING
FINAL DESIGN ENT 6/3°/°' POPE AIR FORCE BASE °
DRAFT FINAL DESIGN SUBMITTAL TEM 5/21/04
INTERMEDJTE 60% SUBMITTAL TEM 10/10/03 FAYETTEVILLE, NORTH CAROLINA
?A Amber Oaks IF THIS BAR DOES
PRELIMINARY DESIGN SUBMITTAL (307,) lEM 08/13/03 9400 Amberglen Baulev°rd
A
ti
TX 7 NOT MEASURE 1'
THEN DRAWING IS

DESCRIPTION OF REVISION
BY
DATE u
s
r.
8729
512-454-4797
NOT TO SCALE
ENTRY & EXIT DIAGRAM DIVERSION CHANNEL SECTION
iD _ rEXISTINC GROUND
174

72
174

z 170 172 ?-
170 z
? 168 co 168 2
a 166 166 a
164
164 w
w 162 162 w
PVC LINER
SECTION A-A
wETUUOS DISTURBANCE
0 10 20 30
.o.aan roTu
SCALE IN FEET
DIVERSION CHANNEL WITH LINER SECTION
2.0 10.0' 10.0' rEXISTING GROUND
174 174
172.,172
z 170 170 z
0 168 co
168 4
a 166 166
a

w 164
t<4Tv'v.G<iJ >
>
164 W
0 162 162 w
FUEL LINER LOCK TRENCH
SECTION B-B
0 10 20 30
SCALE IN FEET
PORTADAMo STRUCTURE SECTION
STEEL SUPPORT
FRAME
174
172
z 170
0 168
a 165
w 164
w 16z
IMPERVIOUS FABRIC
SEALING SHEET
174
172
170 z
168
166 a
164 Ej
162 w
SEE NOTE 5
0 10 20 30
SCALE IN FEET
NOTES
1. SITE TOPOGRAPHY AND FEATURES ARE BASED ON SURVEY
CONDUCTED ON JANUARY 20, 2003 BY THE ROSE GROUP,
104 GILLESPIE ST., FAYETTEVILLE. NO. TELEPHONE
910-323-3400.
2. BORING HOLE INFORMATION PROVIDED BY DAVID WARREN,
URS CORP., MORRISVILLE, NC.
3. HORIZONTAL COORDINATES AND ELEVATIONS ARE IN UNITED
STATES SURVEY FEET. HORIZONTAL COORDINATES ARE
BASED ON THE NORTH AMERICAN DATUM (NAD) 1983.
ELEVATIONS ARE IN FEET ABOVE MEAN SEA LEVEL (MSL)
USING THE NATIONAL GEODETIC VERTICAL DATUM OF 1929
(NGVD 29).
4. LIMITS OF WETLAND DELINEATION
5. LINER MATERIAL USED WITH THE PORTA DAM WILL BE
ANCHORED AT THE END BY WEIGHTED MATERIAL OR BY A
LINER LOCK TRENCH. FINAL DESIGN
TEM REPAIR MANCHESTER ROAD (BT-8) SPILL GATES NrnsoN Q
RAM FAYETTVILLE, NC
HKB PROJECT 22235649
MTZ oRrrrAw
oLER. CHANNEL DIVERSION DETAILS
I-L 6/30/04 1 1 SHEET OF
SECTION C-C

FORT BRAGG MILITARY RESERVATION
WASTE WATER TREATMENT PLANT
INV OUT: EL 164.97
GUARDRAIL
HORIZONTAL CONTROL
/-' IRON STAKE
N: 523,461.873
Act /' E: 1,998,305.169
/'/ / / a66•ZN 35 ? SO ??
RIPRAP / ; j-/ a N45A /
INV OUT: EL. 164.80,. j'/ RpPO +/
d 2 CORRUGATED METAL PIPE
1 ARC E5'11' WIDE x 6.6' TALL ;
1/ 1 m /
1111 1' THICK ?? p)
1 CONCRETE
11 11 WALL
i 1 1 /?? GP
i,
r
1o
f
CONTROL LINE
INV : EL. 165.15 1
/ BENCHMARK RE ? T
/ /CUT IN TOP OF CONCRETE l
/ /' ON CULVERT HEADWAt? INV IN: EL. 165.08
ELEVATION: 17A-1?'
1
4. 523,3Z2.-5-7
l
E. 1 96,094.57
IRON STAKE CONTROL GUARDRAIL
N: 523,294.630
E: 1,997,86/./
PPROXIMATE N LOCATION
ASPHALT OF F FIBER OPTIC LINE
EDGE OF
/ `UNDERGROUN
ELEC IC BO! ?-+ o,
CL EXISTNG STRUCTURE-
OpE PF0 4?a PERSONNEL-GATE-
APPROXIMATE LOCATION
OF UNDERGROUND'ELECTRIC
POPE AIR FORCE
BOUNDARY LINE
l
1
\
f 1f
r

1Y? -
0
-----------------
APPROXIMAIE?
?., TANK CREEK
0 20 40 6D
SCALE IN FEET
NOTES
1. SITE TOPOGRAPHY AND FEATURES ARE BASED ON SURVEY
CONDUCTED ON JANUARY 20, 2003 BY THE ROSE GROUP,
104 GILLESPIE ST., FAYETTEVILLE, NC. TELEPHONE
910-323-3400.
2. BORING HOLE INFORMATION PROVIDED BY DAVID WARREN,
URS CORP., MORRISVILLE, NC
3. HORIZONTAL COORDINATES AND ELEVATIONS ARE IN UNITED
STATES SURVEY FEET. HORIZONTAL COORDINATES ARE
BASED ON THE NORTH AMERICAN DATUM (NAO) 1983.
ELEVATIONS ARE IN FEET ABOVE MEAN SEA LEVEL (MSL)
USING THE NATIONAL GEODETIC VERTICAL DATUM OF 1929
(NGVD 29).
4. LIMITS OF WETLAND DELINEATION PROVIDED BY POPE AFB
VIA EMAIL ON MARCH 5, 2004.
V FINAL DESIGN
TOM
a isax
ILD WARNING
BT-8 SPILL GATE STRUCTURE FAYETTEVILLE, NC
Q
°

FINAL DESIGN

TEM

6/30/04

U 0 e t
RAM
DRAFT FINAL DESIGN SUBMITTAL TEM 5/21/04 , POPE AIR FORCE BASE ARam- ® HKEI PxaLa 22235649
Al INTERMEDIATE 607 SUBMITTAL TEM 10/10/03 FAYETTEVILLE, NORTH CAROLINA
Amber Oaks
IF
THIS
BAR DOES
Mrz

y

'
PRELIMINARY DESIGN SUBMITTAL (107)
TEM
08/13/03
9400 Amberglen Boulevard
A
ti
TX 78729 EASU SURE E 1' 1.
NOT
M
THEN DRAWING IS
qa y w t q
MTZ EXISTING CONDITIONS
3
S
= REV DESCRIPTION OF REVlsrox BY 617E us
n,
512-454-4797 _ NOT TO SCALE: w,E 6/30/04 SHEET 3 OF 17
1 N
-APPROXIMATE LOCATION OF SOIL BORING GT-01
CONCRETE SLAB (GRATE REMOVED)
GRATIS
EXISTING 9T-8 SPILL GATE STRUCTURE
CONCRETE APRON
LIMITS OF WETLANDS
L

?r EXISTING PIPE

/ 1 x
R
) 1
1
- WIDTH VARIES (SEE NOTE 5)

174.
72 - -- -- 174
1
EXISTING -GROUND -? 172

/ - A
CH CULVERT
1
1 11 1 - I
;'
N69'06'07"E
SEE DETAIL 2 170
168- 170 z

CD
166 68
66
468.85'(CONTROL LINE)

67
EL /

2Hav
,
64 164w
w 162 -
w
INVERT
, 162
5` BEDDMG 5 RIPRAP
EDGE OF ,
171.0
ATP
1
"
EXISTING ASPHALT
1 - _ -- SECTION A
R. 0 10 2D 30
'
E L
T y ,1
i
P?j ? a S 3 ?
EXISTING GROUND SCALE IN FEET
1?.
1 WIDTH VARIES (SEE NOTES 6 AND 7

<
/P-CUNCRE WALL -?i
@?-REPLACLACEED BY \ N
T0 ,
CABION BASKETS
/ AFTER DEMOLITION 00 '
i
I
4H:,V
9
`?
`A
4 - - )

'• 176 17E..
174 174
172
172
0 4-?-170

2y?L
°- 168
°
,
?
-POPE AFB
?621
g -
- _-_ -_ ---- 168
166
-
Z

P
PROPERTY LINE
t'. 66p5
`. - .,
x
?- _
-
.
-- a
66
164
W
/
,?
TOP OF RIPRAP
- 164
162
Pi INVERT
N. 523,287.00 EXISTING ELECTRICAL PIPE INVERT
E. 1,9980}2.0} PULL BOX AT EL 169.0 EL. 167.0 -EL 169.0 8"O GALVANIZED
- 162
-
SECTION B
EL 1749 " /-' - ?'
- CMP CULVERT Da
GRADE-TO-DRAM
NEW VEHICLE GAT-
_ 0 10 20 30
L. 174 TO 173
2 V
/? ?a1 u1 \P T 1
l

SCALE IN FEET
?
?,'v
b4
. o
8"o CULVERT
?
/'
w
>
?T
lTw 1
IPRAP
P PERIMETER FENCE

(SEE SHEET 12)
N
PIPE INVER
0
L 0.5' CRUSHED AGGREGATE
T
-j
R
AT EL 171.0 ^? - \ \ J ` ``t \ \ Q
h 1' + ? ! i /'\ \ 1,/? ? ! i• /
v vL ? ? _?T -v??? -,I
1 h ? ? BASE COURSE
PIAINTAIN 3.0'
EL. 174.0 AT
SEGIION SHOULDER
T
+ a F v ?y t v
'T
AIL
SEE D

659
' BACKFILL
\ ?? i t N
1
i il
PERIMETER FENCE-
-------
-- (SEE-SHEET. 12)--

ANTENNA
-, -1
TOWER

rT` j ----- -
iH,
IHlV

_
Ot ACCESS ROAD
GA
5 J
EXISTING GROUND
'
E.1 °960
9
' S9'2E
a
6 \
- 1.3
CRUSHED AGGREGATE SECTION C
SUB-BASE COURSE
NOT TO
Da
NO
STRUCTURE
NT
N. 523,239.21 LA E 1 9811398 1 CONTROL P I
I SCALE

E' ,, 98,077.20 N 523243
6
J7 7 0 L BT-8 SPILL- E 11,99813 in
: a EL. 167.D RIPRAP
r
^
ATE STRUCTURE
0
N. 523.2 2.02
E. 1,998,0 9.62 p \

EL 174.0 ?? 1'ov6 oa-ovo -?
I \ o&
1
- RIPRAP

BT-8 SPh L GATE ` p f
STRUCTURE (SEE BEDDINC
t..3. 1
3.D'
......... SHEETS 6 'I'D 7) 1 '..' '• ••.
\
4 TYPICAL RIPRAP SECTION D
GRAD ?PSTREAM
1
.
\ CHANNE?(SEE NOTE 6
4
NOT TO SCALE 1\0
;
\
GRADING PLAN NOTES
D 10 20 30 1`
' 1
STOCKPILE EXCAVATE
.•,•?
-CAI;F.?A/FLOOD
IJGHT LOCATte .
D MATERIAL FOR USE AS STRUCTURAL FILL AT A LOCATION DETERMINED BY THE
COR.

o

v •
SCALE IN FEET N. 523,198.05
r
.
1 998;14.86 ---w?
!
II ' 2. SEE TECHNICAL SPECIFICATIONS FOR DETAILS REGARDING "CMP" PIPE CULVERT INSTALLATICN AND

ACCESS ROAD
E.
W
., CONSTRUC"ION. PIPES TO BE PLACED IN EXISTING DRAINAGE CHANNELS.
s I
„N 3. COMPACT ACCESS ROAD BASE COURSES IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS.
/ TANK CREEK 4. BASE WIDTH OF DOWNSTREAM CHANNEL VARIES FROM 46' AT THE SPILL GAZE STRUCTURE TO 26' AT
T

W HE UPSTREAM END OF THE EXISTING CULVERT STRUCTURE. EXCAVATE SIDE SLOPES AT 2H:ly.
W / DO 5. RIPRAP TO BE PLACED FOR 25' IN THE AREA DOWNSTREAM OF THE NEW SPILL GATE STRUCTURE.
33 /
_
r 6. EXCAVATION OF THE UPSTREAM CHANN'E'L SHALL NOT BE MORE THAN 24 FEET UPSTREAM OF THE
I
1
STRUCTURE
7. SLAB BETWEEN THE SIDEW4LLS ADJACENT TO THE CULVERTS HEADWALL WILL NOT BE DEMOLISHED.

a ? •' __ ?
\ f w w - w - = LIMITS Or WETLANDS
F11111
L DESIGN
-- ,...
------ ------ -------
oES
C

4
REDUCE wETUN6 IMPACTS
TEM
a/z/Ga
WARNING I
"m
EM
REPAIR MANCHESTER ROAD (BT-8) SPILL GATES
mvaN
FINAL DESIGN EM e/25ro4 POPEAIR FORCE BASE
7
n o1 S FAYETrnLLE Nc
DRAFT FINAL DESIGN SUBMITTAL TEAT 5/21/04

FAYETTEVI
u
, c m- Hxe FaaE[T
222356/9
INTERMEDIATE 60% SuBMnTAL EM 10/10/03 LLE, NORTH CAROLINA
Amber oaks
THIS BAR DOES PExErEa
MTZ

PRELIMINARY DESIGN SOBMnTAL (30%)
TLM
08/13/07
v u
9400 Ambergle Boulevard
A
ti
TX 7
7
NOT MEASURE 1'
THEN DRAWING IS
Pearce u.wrrlr PLANNED MODIFICATIONS
4

?
RN
DESCRIPTION OF REVS10N
8?
DATE us
n,
8
29
512-454
47
7
NOT TO SCALE MT7
6 E
, -
9 . 8/2/64 SHEET 4 OF 17
STRUCTURE
I
T?" I I r ? T-
I r I I r I
I 1
EXISTING PIPE m $ EXISTING PIPE
ARCH CULVERT I ARCH CULVERT B.0'±
I __\I, I , I ? I
27.9'±

REMOVE GATE
HEADWALL CONCRETE
STRUCTURE (SEE
NOTE 4) ?y
------------------ ---------------------------
,
REMOVE GRATING W16x40 (REMOVE)
-------------------------- ----- ---------------------
---------------------------I
25.7'±
REMOVE EXISTING SLIDE GATES (3?
(SEE NOTE 4)

TOP OF HEAD WALL
EL 174.1±
4'±
I
EXISTING
COMPACTED FILL
L
1.0'±

34.0''±
LA± ?
PLAN
NOT TO SCALE
I--EL STRUCTURE
VARIES
Z-?W16x4O
(REMOVE)
11.1' (TYP.)
b
SECTION A
NOT TO SCALE llliS

FINAL DESIGN
DRAFT FINAL D_-SIGN SUBMITTAL
Q7 INTERMEDIATE 607 SUBMITTAL
PRELIMINARY DESIGN SUBMITTAL (30X)
5 REV DEffRIPTtlN OR REVISION
6/30/04
641E
GRATING
(REMOVE)
1.0'±
REMOVE GATE OPERATOR AND (TYP•)
OPERATOR SUPPORTS (GATE
OPERATOR NOT SHOWN) REMOVE GATE HEADWALL
(SEE NOTE 4) CONCRETE STRUCTURE
REMOVE EXISTING GRATING
(EL 173.2±)
`-CULVERT HEADWALL
TO REMAIN
EXISTING CONCRETE
SIDE WALLS TO REMAIN REMOVE TRASHRACK_
(NOTE 2) AND SECURITY SCREEN
(SEE NOTE 4)
1.0EL 166.9±
(TYP.)
OS
REMOVE TRASHRACK
AND SECURITY SCREEN
(SEE NOTE 4)
4.0'±
TOP OF
EXISTING GROUND
EXISTING REMOVE W16x40
SUOE GATES (NP.)
AND STEMS EL. 166.7±
(SEE NOTE 4)
CULVERT HEADWALL
TO REMAIN
EL. 174.1±
L. 165.7±
cv -
I
O
N
---- -------------
CUTOFF WALL I
SAWCUT AND REMOVED/ SECTION B
ALL CONCRETE
UPSTREAM OF SAWCUT NOT TO SCALE 65
JOINT
PERSONNEL
CATE
i
N 523,284
E 1,998,028
+
N 523,349
E 1,998,177
REMOVE APPROXIMATELY 165' OF
EXISTING PERIMETER FENCING.
(SEE NOTE 5)
i
?I
. ?, 4'± I
EXISTING )-
COMPACTED FILL 7
POPE AIR FORCE BASE
FAYETTEVILLE, NORTH CAROLINA
EXISTING PERIMETER FENCE
NOT TO SCALE
NOTES
1. DIMENSIONS OF EXISTING BT-8 SPILL GATE STRUCTURE 4. THE GATES, OPERATORS, AND/OR TRASHRACK WILL BE
ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY SALVAGED. CARE SHOULD BE TAKEN TO ENSURE THE
DIMENSIONS. FEATURES ARE REMOVED IN SUCH A WAY TO PRESERVE
THE EQUIPMENT WITHOUT DAMAGE.
2. CONCRETE WALLS SUPPORTING EXISTING EMBANKMENT ARE
TO REMAIN UNDISTURBED. 5. FOR ESTIMATION PURPOSES, ASSUME FENCE TO BE
CHAIN LINK FENCE, APPROXIMATELY 7' HIGH.
3. IN ORDER TO MAINTAIN WATER-CONTROL CAPABILITIES,
DEMOLITION OF EXISTING STRUCTURE SHALL BEGIN ONLY
AFTER OBTAINING WRITTEN APPROVAL FROM THE COR.
03
WARNING oc--: CBG

onxn:

BT-8 SPILL GATE STRUCTURE
RAM
CHECK HKB
Amber Doks
9400 Amberglen Boulevord IF THIS BAR DOES
NOT MEASURE I' Miz
f QJSCT x ER DEMOLITION PLAN
Austin, TX 78729 THEN DRAWING IS MT7
512-454-4797 NOT TO SCALE w_ 6/30/04
FINAL DESIGN
FAYEfTEVILLE, NC isn. AS
PROJECT 22235649
5
SHEET 5 OF 17

k
Ft BT-8 SPILL 3 SEE SHEET PILE DETAIL /
GATE STRUCTURES
U o p^ \ I n OB
PERIMETER FENCE, SEE FENCING DRIVEN SHEET PILE CONTROL JOINTS (TYP.) m o V a /
(SEE SHEET 12TRANSITION, CUTOFF WALL
DETAIL, SHEET 12
--- /--? _
I-X X-X-X-X-T-X-.I-C \ 1 4'-6" OPERATOR DECK

I
?I
I j
(BEYOND) I r x- [_ X_ x? x
L
ANTENNA TOWER I I
(SEE NOTE 2) `
RAISED CONCRETE
ANTENNA SUPPORT FI-- --
BLOCK _? I II

LADDER RUNGS LI l
II EMBEDDED INTO
CONCRETE II x?- I ?
I II
i l I l
I I II
I I l x x- x- x- x x.?,1
II I
l I E SLIDE GATE
II I oa WATERWAY I
I x t

HANDRAIL
(SEE SHEET 12)

/
m I RIPRAP
R1PRAP o
BASE COURSE, I I I ,
BEDDING AND SAND
SLID-BASE COURSE, I I FILL NOT SHOWN FOR o

AND SAND FILL NOT
SHOWN F
R
R
I
I I
I
1 TRASHRACK/
CLARITY
ITY L_____
O
CLA
1'-0"
I I- i I
t , I
I I SECURITY Y GRATE
SECURITY
(SEE SHEET 11)
? 5-9 l I I
N \ I I I i I I I
I I I
I I

/
i
GALVANIZED STEEL
ANTENNA TOWER
LADDER RUNGS
EMBEDDED INTO
CONCRETE
(SEE SHEET 10)
ACCESS ROAD
r 6" CRUSHED AGGREGATE
(SEE SHEET 4) EXISTING 845E COURSE OVER 15'
GROUND CRUSHED AGGREGATE
SUB
BASE COURSE
- -
-
---
^

?? ?-STRUCTURAL EL. 169.5
BACKFILL
_SAND FILL
A,

LIMITS TI
EXCAVATION CJ
I
SEE DETAII
I
I
I
I
i
------------------------
25'-0"
08
OPERATOR DECK
(BEYON D)
SLIDE GATE-/
STRUCTURE CONTROL POINT
N. 523,243.26
E. 1,998,137.10
EL 167.00 STRUCTURE PLAN
0 4 B 12
SCALE IN FEET
PERIMETER FENCE NOT SHOWN
PL BT-8 SPILL
FL SLIDE CATS I GATE STRUCTUR
(TYP) SUPPORT WALLS
(BEYOND) ------
I
-- -- ------------ ------

1
1

J
EE SLIDE CATES
3 SEE GATE DETAIL
E t3
I
I ? I I
I I '
I
?- i F-
I
II i I
I
1 I
II I
I I
o I I ? ??
t0 I
EL 182.0
EL 178.0
TRASHRACK/
SHOWN FOR
26-3-3"
J
ECURITY GRATE NOT
CLARITY
18" RIPRAP OVER 6"
RIPRAP BEDDING
A
O6
PERIMETER FENCE
(SEE SHEET 12)
BACKFILL TO
MATCH EXISTING
GROUND
EXISTING 1
--- GROUND 1
E-L --17-3--------- --- ---
- ?_0
?t
ZSTRUCTURAL
/7
-SAND FILL FILL
1 n?EL 167.0
TYPE "F" THIMBLES
SLIDE GATES NOT
SHOWN FOR CLARITY
v DRIVEN SHEEP PILE CONTROL JOINTS (TYP.)-/
/ CUTOFF WALL (BEYOND) N FLOORS AND EACH WALL
------- ---------------- -- -------------t----------------------
50'-0"
STRUCTURE PROFILE A
Ofi
0 4 8 12
SCALE IN FEET
FINAL DESIGN
DRAFT FINAL DESIGN SUBMITTAL
INTERMEDIATE 60% SUBMITTAL
PRELIMINARY DESIGN SUBMITTAL (30x)
DESCRIPTION OF REVISION
HKB
5/21/04. POPE AIR FORCE BASE gm,
1' `4
10/10/03 FAYETTEVILLE, NORTH CAROLINA Ayer oaks
10/10/03 9400 Amberglen Boulevard
Austin, TX 78729
DATE 512-454-4797
i
2 SEE DETAIL o
oe
------- -----------------------------
25'-0"
NOTE
1. PLACE 6-INCH PVC WATERSTOP ACROSS FOOTING
CONTROL JOINTS.
2. ANTENNA TOWER TO BE A PRE-FABRICATED UNIT
(GLEN MARTIN ENGINEERING OR APPROVED EQUAL).
ocscNm: AT
WARNING TE BT-B SPILL GATE STRUCTURE
TI-S o e I
® cnECxm HKB
I -CJ
I
I
I
I
I
I
EL. 157.75
I
FINAL DESIGN
FAYE TEVILLE. INC
IF THIS BAR DOES Paa xvcrMTZ
NOT MEASURE I' PROJET -ER, STRUCTURE PLAN AND PROFILE
THEN DRAWING IS MR
NOT TO SOAlE mrz: 6/25/04
Ad
PROJECT 22235649
wxm.a 6
SHEET 6 OF 17
DRIVEN SHEET PILE- I
N
J CUTOFF WALL J
HANDRAIL n
(SEE SHEET 12)
BOTTOM OF TRASHRACK/
SECURITY GATE
9'-74" 1 4,_64•
20'-0"
9'-6"
FENCE
EL. 182.0
EL. 181.16 p,
ae CJ III
TRASHRACK/
SECURITY GRATE A
(SEE SHEET 11)? o EL. 178.0
84"x72" SLIDE e
GATE (TYP.)-
EXISTING
GROUND
5'-0"
d
STRUCTURAL Z _ -SLIDE GATE
BACKFILL

_
°
I WATERWAY
REINFORCEMENT
----- a h NOT SHOWN
i

EL. 167.0 1
°? e
° b -::p 51' ° o.? °
ve
LIMITS OF o
e
EXCAVATION
0 </VA/lVx \VA//,?/

A/
v', T'x
TYP.)
(
SEE FLUSH . ^
BOTTOM DETAIL 1
cD
3
oCL
I
STRUCTURAL FILL
(SEE NOTE 1)
SECTION e
O6
0 2 4 6 8
SCALE IN FEET
2' COMPACTED BACKFILL
ABOVE PIPE CROWN
/..//:/
6" BEDDING MATERIAL
3/8" ROUND BARS
WELDED AT ALL JU
MAX. OPENING OF
BACKFILL FOR PIPES
0 4 8 12
SCALE IN FEET
FINAL DESIGN
PERIMETER FENCE
20'-0"
2'-0" 2'-0"
HANDRAIL LEFT 6" AGGREGATE BASE COURSE OVER
SEE DETAIL i ABUTMENT ONLY) 15" CRUSHED AGGREGATE SUB-BASE a z
FOR FENCE T2 COURSE (LEFT ABUTMENT, SHOWN), 18" w EXISTNG GROUND
MOUNTING HEIGHT OF 721• RIPRAP OVER 6" RIPRAP BEDDING
BACKFILL VARIES (RIGHT ABUTMENT) m -?
17 ----- --- - ------- -
EL. 173.0
-OPERATOR DECK 1'-3"
BACKFlLL ? SAND FILL t < CJ ZeACKFILL
\ \ \ / EL 167.0
v v° a v v " a ov- v° e -.v v a', vc` v ? ?\??\\??
2'-0"
n RIPRAP AND BEDDING
iv (SEE SHEET 4) Dj REINFORCEMENT
-- iv SECTION C NOT SHOWN
-, STRUCTURAL FlLL 0 2 4 6 8
(SEE NOTE 1)
SCALE IN FEET
DRIVEN SHEET PILE I -3"
CUTOFF WALL (TYP.)
EL. 182.0
d
V-3" OPERATOR DECK
1" 11 EL. 178.0
CONCRETE WALL 3-101 °
d
AT BOX SECTION O
HANDRAIL PERIMETER FENCE
1P CULVERT (SEE SHEET 12) D CJ
a SECURE FENCE TO
EMBEDDED SS EYE BOLTS
EL. 173.0 5'-0" (SEE DETAIL 2, SHEET 12)
I D 1'-3"
UPSTREAM PIPE GRILL
NOT TO SCALE 04
TRASH RAC K/SECU R ITY I
GRATE (SEE SHEET 11 g E I
I
I , Da I
CJ 3" 0 PVC
I'
r DRAIN

EL. 167.0
a 2
-3"

REINFORCEMENT

e
v
e NOT SHOWN
D..
p
, p
r •D D v
v d P ? v?-G ? Q V
xy °?
'
SECTION o NOTES
06 1. IF NECESSARY, PLACE AND COMPACT
0 2 4 6 8 STRUCTURAL BACKFILL TO BRING
STRUCTURAL FILL FOUNDATION TO GRADE PRIOR TO PLACING
(SEE NOTE 1) SCALE IN FEET CONCRETE FOR SPILL GATE STRUCTURE.
/\ ?
- WARNING TEM ST-8 SPILL GATE STRUCTURE FAYEfTEVILLE
NC R qN
w FINAL DESIGN ?" 6/3°/6` POPE AIR FORCE BASE ° e 7LS ° 0
3

S DRAFT FINAL DESIGN SUBMITTAL TEM 5/21/04
, ; HKB rnaEn
22235649
Al INTERMEDIATE 60% SUBMITTAL TEM 10/10/03 , r. FAYETTEVILLE, NORTH CAROIINA
1 Amber Ocks IF THIS BAR DOES 'R STRUCTURE SECTIONS
y PRELIMINARY DESIGN SUBMITTAL (30X) TM
F C8/13J0}
13 4 94010 Amberglen Boulevard NOT MEASURE 1"
THE PROI¢T wv°
AND DET 7
c N ROI °t3RIFION OF PEYISpN ° Austin. TX 70729
512-454-4797 N DRAWING IS
NOT TO SCALE MTZ
are 6/30/04 AILS
SHEET 7 OF 17
PERIMETER FENCE
(SEE SHEET 12)

L. 178.0 ?
4'-6" Ot BT-8 SPILL GATE STRUCTURE

CONTROL JOINT
M
?? .

CONTROL 1 ° I
JOINT I 1 / REINFORCEMENT
` NOT SHOWN
SEE COLUMN
SUPPORT DETAIL 3

I• 5'-0" 06
„ i

i` vi
°
1,-0"
CJ CJ
e
EL. 167.0 I l I'
CONTROL JDINTS
SECTION E
O6
0 2 4 6
SCALE IN FEET
REINFORCEMENT
NOT SHOWN
v<
SAND o

FILL o V_3• SEE WATERSTOP DETAIL

I CJ
" e
r d

6" PVC WA FOP
L
CONTROL JOINT
DETAIL
Ofi
0 2 4 6
SCALE IN FEET
REINFORCEMENT
NOT SHOWN

?

;.1 .rtv CJ
I
v .o. `-SAND
FILL
?
0

o
D n-N t
>
o v

6" PVC WATERSTOP
CONTROL JOINT
DETAIL z
06
O 2 4 6
SCALE IN FEET
LIT-4 ,-CONTROL JOINT

i
c I CJ

o?

REINFORCEMENT O
NOT SHOWN
d n?0
e
V-0"
COLUMN SUPPORT DETAIL a
08
0 1 2 3
"ME -
SCALE IN FEET
2'-0"
p
INSIDE FACE ° -
OF FLOW 3" SLOTTED
CHANNEL o _ e PVC PIPE
(SEE NOTE 1)
• !n QVM1 r 4 e V ° d p
e
? REINFORCEMENT
DRAIN PIPE SECTION F NOT SHOWN
07
0 2 4 6
SCALE IN FEET

PZ22 STEEL SHEET
PILE SECTIONS
TYPICAL PV WA R P DETAIL 4
CSI
NOTES:
1. SLOTTED PVC PIPE LOCATED AT THE BOTTOM, DOWNSTREAM
CORNER OF THE LEFT AND RIGHT CONCRETE BOX SECTIONS.
LOCATE THE PIPES ON THE INSIDE (CHANNEL) SIDE OF THE
BOX CULVERTS TO DRAIN WATER COLLECTED IN THE BOX
SECTIONS.
FINAL DESIGN

FINAL DESIGN
W
- DRAFT FINAL DESIGN sUBMTTTAL
I INTERMEDIATE 60% SU2lJnTAL
PRELIMINARY DESIGN SU9MITTAL (30Z)
REV DESCRIPTION OF REVISION
WARNING DE-O), _ _
13T-8 SPILL GATE STRUCTURE REYLSiON

25/04

M

°

TLS
FAYETTENLLE, NC Q
3
5/21/D4
5 POPE AIR FORCE BASE

`S ® ? HKB PRNLCT 22235649
10/10/03 FAYETTEVILLE, NORTH CAROLINA
'
Amber Oaks
IF THIS BAR DOES RFER REYEWDI:
MTZ
STRUCTURAL DETAILS aueiw
05/13/03 9400 Amberalen Boulevard
A
ti
TX 78729 NOT MEASURE 1'
THEN DRAWING IS RRcu¢ Nm -
MTZ 8
DATE us
n.
512-454-4797 - NOT TO SCALE a>E 6/25/04 SHEET 8 OF 17
SHEETPILE DETAIL
0 2 4 6
SCALE IN FEET
CONTROL JOINT
25'-0"
V-3"
V 3"
0 0 X601'-0'
#601'-D =G
12" LEGS
x'601'-0" 12' LEGS SEE NOTE 2 I x'601'-0'
9'-7y" 9'-7' 4'_64..
SECTION A
O6
0 4 8 12
SCALE IN FEET
#806" NEAR FACE
CONTROL JOINT Ii BT-8 SPILL GATE STRUCTURE
C501-O" CONTROL JOINT
SLIDE GATES
#601'-0" FAR FACE
EL. 182.0
CONTROL JOINT
25'-0"
- #601'-0" V-3"
EL 178.0
o 0

ANTENNA TOWOR
(SEE DETAIL Z 1
SHEET 10) IlI
x'601'-0"

r
I , , X601'-0' X601'-0"
L-
h
1, 3"
EL. 182.0
i
X866" '-
EL 178.0
X661'-D'
EL. 173.0
601'-D'
#6x-/2'-4'012
4"
2'-O" LEGS 1'-9" BENDS (TYP.)
EL. 167.°
6©1'-0" I 5'-2" LEGS x6D1'-D' . In
x'806"
#6x-/2 -4"012" N
4"
'I-PZ22 STEEL
SHEET PILE (TYP.)
SECTION a
09
0 4 8 12
SCALE IN FEET
FINAL DESIGN

FINAL DESIGN
W DRAFT FINAL DESIGN SUBMITTAL
Q INTERMEDIATE 60% SUBMITTAL

?=
g
REV PRELIMINARY DESIGN SUBMITTAL (307.)
oELPIPT10N OF AM;ION
1'-3"
EL. 182.0 I
1. r
#601'-0"
x'806"
SEE BLOCKOUT DETAL
x601'-0' I
EL 167.0
x601'-0" y X806" /
YN #6x- 2'-4"012"
4"
` POPE AIR FORCE BASE 4
25/2
3 FAYETTEVILLE, NORTH CAROLINA
3
ATE
SECTION c
09
0 4 8 12
SCALE IN FEET
-Iw NA
Amber oaks
9400 Amberglen Boulevard
ALStin, TX 78729
512-454-4797
EL. 173.0
#601'-0"
EL. 167.0
12" LEGS
12" LEGS
X601'-0' EL. 173.0
J601'-0"i X661'-D"
EL 178.0
EL. 167.0
/ 1 4
A i
x`601'-0" #6®1'-0" f
12" LEGS 12" LEGS T;
N
SECTION o
09
0 4 8 12
N
SCALE IN FEET
NOTES:
1. SEE SHEET 10 FOR GENERAL STRUCTURAL NOTES.
2. ADJUST SPACING AS NECESSARY TO ENSURE 5-J8 AT THE
UPSTREAM FACE EXTEND VERTICALLY BETWEEN THE GATE
OPENINGS. MAINTAIN 3" OF COVER AT CONTROL JOINTS.
3. SEE SHEET 10 FOR ANTENNA MOUNTING DETAIL.
OC9aNm: TEAT RcmioN
WARNING TLS 3
BT-13 SPILL GATE STRUCTURE FAYETTEVILLE, NC 3
°?'""a® cNecrru HNB PN m 22235649
IF THIS BAR DOES MTZ REINFORCEMENT DETAILS
NOT MEASURE I' NIaECT IN EA: 9
THEN DRAWING IS MTZ (SHEET 1 OF 2)
NOT TO SCALE - 6/30/04 SHEET 9 OF 17
#6m1'-0
EL. 178.0
#601'-0"-
A
Al"l
#601'-0'
EL. 167.0
a ? t
12" LEGS
BT-8 SPILL GATE STRUCTURE
#601' 0"
? L
I ,I I :a I
? i I I
SEE COLUMN
1 -0" SUPPORT DETAIL I
r i r 10
#601'-0"
I
12" LEGS
SECTION E
O6
0 2 4 6
SCALE IN FEET
ANTENNA TOWER
,a .a a.a a. a '
a a a c
o a a
• o a a a ,
1'-6" DIA.y
HOOPS (1YP.)
ANTENNA TOWER MOUNTING
0 2 4 6
SCALE IN FEET
3/4- CIA
#601'-0" M
I
#6®1'-0"
o
I
I
a I e u'
?o
I I
> I
- I
#6D1'-0' I
I
t
#6
REINFORCEMENT
DOWELS
1'-0"
POLYPROPYLENE RUNG
CONCRETE FACE
N
NI
I
7"
SECTION
LADDER DETAIL
NOT TO SCALE
UPSTREAM -?
FACE
COLUMN SUPPORT DETAIL I
tD
0 1 2 3
SCALE IN FEET
NOTES:
I. ' A CLOSED CIRCLE AT THE END OF A BAR INDICATES A BEND WITH
THE BAR TURNED TOWARDS THE OBSERVER.
2. SPLICES SHOWN THUS --- INDICATE A LAPPED SPLICE, NOT A BEND IN THE
BAR.
3. DIMENSIONS BETWEEN BARS ARE TO THE CENTERLINE OF THE BARS UNLESS
OTHERWISE SHOWN. CLEAR COVER DIMENSIONS ARE MARKED "CL".
4. PLACE THE REINFORCEMENT SO THAT THE CLEAR DISTANCE BETWEEN FACE OF
CONCRETE AND NEAREST REINFORCEMENT IS 1" FOR #5 BARS AND SMALLER, 2"
FOR #6 BARS THROUGH #8 BARS AND 3" FOR #9 BARS THROUGH #11 BARS.
PROVIDE 3" CLEAR DISTANCE FROM FACE OF CONCRETE FOR ALL BARS WHEN THE
CONCRETE IS PLACED AGAINST EARTH OR ROCK. CLEAR DISTANCE IS THE DESIGN
DIMENSION LINE REINFORCEMENT PARALLELING CONSTRUCTION JOINTS SHALL HAVE
A MINIMUM OF 2" CLEAR COVER.
5. UNLESS OTHER RADIUS BENDS ARE INDICATED ON THE DRAWINGS, ALL
REINFORCEMENT REQUIRING BENDING SHALL BE BENT AROUND A PIN HAVING THE
FOLLOWING DIAMETER:
DInI nlnucrro In i"I
BAR NO. 3 4 5 6 7 8 9 10 11
STANDARD BENDS 2 1/4 3 3 3/4 4 1/2 5 1/4 6 9 1/2 10 3/4 12
STIRRUP AND TIE BENDS 1 1/2 2 2 1/21 4 1/21 5 1/4 6 - - -
5. REINFORCEMENT MAY BE ADJUSTED LATERALLY TO MAINTAIN A CLEAR DISTANCE OF
AT LEAST 1" BETWEEN THE REINFORCEMENT AND WATERSTOPS, ANCHOR BOLTS,
FORM TIES, THIMBLE AND OTHER EMBEDDED MATERIALS.
7. BAR SUPPORTS, SPACERS, AND OTHER ACCESSORIES ARE NOT SHOWN ON THE
DRAWINGS. THE RECOMMENDATIONS OF THE ACI DETAILING MANUAL-1988, OR
OTHER APPROVED SUPPORTING SYSTEM MAY BE USED.
8. UNLESS OTHERWISE SHOWN FOLLOW THE RECOMMENDATIONS ESTABLISHED BY THE
AMERICAN CONCRETE INSTITUTE'S 'MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315".
9. SPLICE LENGTHS SHOWN ON THE TABLE ON THIS DRAWING ARE FOR CLASS B
SPLICES IN ACCORDANCE WITH ACI 318-02. SPLICES OR DEVELOPMENT LENGTHS
OTHER THAN THOSE SHOWN IN THE TABLES MUST BE DETAILED ON THE
REINFORCEMENT DESIGN DRAWINGS.
WARNING
FINAL DESIGN TEM 6/25/04 POPE AIR FORCE BASE °

DRAFT FINAL DESIGN SU9MITTAL
TEM
5/21/04 ®
Q INTERMEDIATE 607, SUBMITTAL TEM 10/10/03 FAYETTEVILLE, NORTH CAROLINA
Amber Oaks
IF THIS BAR DOES

u y PRELIMINARY DESIGN SU9M TALE (30X) TENT 08/13/03 9400 Amberglen Boulevard
A
i
TX NO MEASURE 1"
THEN DRAWING IS
G ? REV DESCRIPTION OF REVISION BY LATE ust
n.
78729
512-454-4797 NOT TO $ONE
TEM
TLS
HKB
6/25/04
AFni'-n"

SECTION A
10
0 2 3
SCALE IN FEET
10. THE MINIMUM LENGTH OF LAP FOR SPLICING PARALLEL BARS SHALL BE
DEGNEN INSTAGGEREDTHE APPLICABLE24
Of SHALL
TO TABLEINCHES(REINCLEARFORCEMENTBETWEENTABLE)ENDS. SPLICESADJACENT
GIVE
SPLICES. BARS SPLICED BY NONCONTACT LAP SPLICES SHALL NOT BE
SPACED TRANSVERSELY FARTHER APART THAN ONE-FIFTH THE REQUIRED
LAP SPLICE LENGTH, NOR 6 IN. WHEN REINFORCING BARS OF DIFFERENT
SIZE ARE TO BE SPLICED, THE LENGTHS OF LAP SHALL BE GOVERNED BY
THE SMALLER DIAMETER BAR. SPLICES ARE TO BE MADE SO THAT THE
REQUIRED CLEAR DISTANCES TO FACE OF CONCRETE WILL BE MAINTAINED.
REINFORCEMENT TABLE
fC=4000 psi f„=monn nsi

BAR
SIZE MINIMUM
TO LENGTH OF LAPPED
SPLICE (INCHES) DEVELOPMENT LENGTH
(Ld) (INCHES)

# BAR SPACING
(INCHES)
TOP
BARS'
OTHER
BARS
TOP
BARS'
OTHER
BARS
3 3 24 19 19 15
4 3 33 25 25 19
5 3 41 31 31 24
6 4 49 37 37 29
7 5 71 54 54 42
8 5 B1 62 62 48
9 8 91 70 70 54
10 9 102 78 78 60
11 10 113 87 87 67
"TOP BARS ARE HORIZONTAL BARS IN BEAMS AND SLABS
SO PLACED THAT MORE THAN 12" OF CONCRETE IS
CAST IN THE MEMBER BELOW THE BAR.
SPLICES MUST BE STAGGERED
95% DESIGN
BT-8 SPILL GATE STRUCTURE FAYETTEVILLE, NC RLms" AS
PRWLCT 22235649
REINFORCEMENT DETAILS ??
(SHEET 2 OF 2)
SHEET 10 OF 17
I M RI
SLIDE GATES
LADDER RUNGS
EMBEDDED INTO
CONCRETE
HANDRAIL
(SHEET 12)
I
PER' METER FENCE NOT
SHOWN
SPILL GATE STRUCTURE
_I
I
I
DRIVEN SHEET PILE
CUTOFF WALL
47'-6'
1

i 1
SEE BOLTING
EL. 182.0 DETAIL 1, THIS SHEET
TOP OF
TRASHRACK
-TOP OF EL 181.16
TRASHRACK/SECURITY
GRATE, EL 181.16
EL. 173.0
EL 167.0
EL. 167.0
4ACKFII I
I
NOT SHOWN BACKFlLL
-------------------------------------NOT SHOWN----
TRASHRACK ELEVATION
0 4 8 12 16
SCALE IN FEET
WELD AT ALL ,
EL. 182.0'
o c
O
epra) :NDS OF STEEL
EPOXY ANCHOR "0 BE FLUSH WF
EL. 181.16' 3AR FACES
C
PI
4
TRASHRACK/
SECURITY GRATE D..: REINFORCEMENT
NOT SHOWN
P > 1" STEEI
CUT MOUNTING ENDS OF
TRASHRACK GRATING TO BE
FLUSH WITH HORIZONTAL AND
VERTICAL FACES ,
v r o a `
a a
co
? a
.I ? e7
N
0
0
o:
0
A ?

a 4' CLEAR BOTTOM OF TRASHRACK/
SECURITY GRATE
a ?
BOLTING DETAIL
0 4 8 12 16 TYPICAL TRASH RACK /SECURIT Y GRATE PANEL
SCALE IN INCHES _
(9 REQUIRED)
0 2 4 5
SCALE IN FEET
WN
A
w - POPE AIR FORCE BASE
8 - DRAFT FINAL DESIGN suBMR Al TE7 5/21/04 ;
4
r; tr Y

Al
INTERMEDIATE 60% SUDMITTAL
TEAT
10/10/03 ' FAYETfEVILI E, NORTH CAROLINA
Amber Oaks

PRELIMINARY DESIGN SUBMITTAL (307.)
TEM
08/13/03
4 9400
Amberglem Boulevard
W N
REV
DESCRIPTION OF REVISION
B/
aTE AsGm. TX 78729
512-454-4797
SLIDE GATE
WATERWAY
\_REINFORCEMENT
NOT SHOWN
SEE BOLTING
DETAIL 1, THIS SHEET
SECTION A
tt
0 4 8 12 16
SCALE W FEET
° 1/2' TRASHRACK BARS
TOP OF TRASHRACK/
SECURITY GRATE
EL 182.0
v
EL. 178.0
4"X1/2" TRASHRACK BARS
1' DIA. STEEL RODS
5"X1/2' STEEL PLATE
SIDE VIEW
EPOXY ANCHOR -4"X1/2" TRASHRACK
BARS
BOTTOM CONNECTION DETAIL SIDE VIEW
0 3 6 9 12
SCALE IN INCHES
NOTES:
1. THE TRASHRACK AND PERIMETER FENCING SHALL CCN70RM TO MIL
HANDBOOK 1013/10,-DESIGN GUIDELINES FOR SECURITY FENCING,
GATES, BARRIERS, AND GUARD FACILITIES".
95% DESIGN
TEM REVISION
wARNwc
BT-8 SPILL GATE STRUCTURE FAYETTEWILLE, NG Q
ns 2
accxm MTZ PROJECT 22235619
IF THIS BAR DOES `MTz TRASHRACK / SECURITY GRATE
NOT MEASURE 1' PRwECT w k 11
THEN DRAWING IS MTZ
NOT TO SCALE a'E 5/21/04 SHEET 11 OF 17
12'X1/2' STEEL PLATE
4"X1/2" TRASHRACK B,
TOP CONNECTION DETAIL
G
:7
NOTES:
1) CONTACTS SHOWN: VALVE CLOSED, VOLTAGE OFF, S/S HAND.
2) TORQUE SWITCH TC1 & T01 NC CONTACTS OPEN, AND
TC2 & T02 CONTACTS MAKE ON FIELD ADJUSTABLE MECHANICAL
OVERLOAD IN (C) CLOSE. OR IN (0) OPEN DIRECTION.
3) 0 &C (22-21) REVERSING CONTACTOR NC INTERLOCK CONTACTS
0 &C (14-13) MOMENTARY PUSHBUTTON NO SEAL-IN CONTACTS.
4 MOTOR THERMAL CONTACTS OPEN WITH EXCESSIVE TEMPERATURE.
5 POSITION INDICATOR PILOT LIGHTS, LED SCUD STATE
-OPEN INDICATES: FULL OPEN (RED)
-CLOSE INDICATES: FULL CLOSED (GREEN)
-MID-POSITION: BOTH OPEN AND CLOSE ILLUMINATED
6) POWER ON INDICATORS ONLY VISIBLE WITH COVER
OPEN FOR CONVENIANCE DURING MAINTENACE PROCEDURES.
7) CONTACTOR AUXILIARY CONTACTS ARE LOCATED ON EACH END OF
CONTACTOR. EACH CONTACTOR COIL HAS A SET OF NO AND NC
CONTACTS.
8) WIRING SCHEMATIC, TERMINAL NUMBERS, JUMPER NUMBERS AND
DEVICE DESIGNATIONS BASED UPON EIM CONTROLS WIRING
DIAGRAM M2CP-10 DATED 6.19.98. CONTRACTOR TO PREPARE
SUBMITTAL WITH CORRECTED DESIGNATIONS FOR SELECTED
EQUIPMENT.
9) SEE CONTROL I/O TABLE FOR I/O ASSIGNMENTS TO BT2-7 PANELS.
10) WIRING SHOWIN IS TYPICAL FOR FIVE GATES
11) GROUND SS-1 AS A SERVICE ENTRANCE DISCONNECT.
12) LOADS CALCULATED BASED ON 2HP MOTOR MAXIMUM. PREPARE SUBMITTAL
FOR ACTUAL HP AFTER SELECTED GATE ACTUATOR VENDOR DATA RECEIVED.
tC2m
x3(?"?"?r6 xl q
11
IS V x 1I5V T1 IS n
4 102
it II
f Fps
u u
s T s
S
Z
as
I MOTOR
4
iHERWL
5 PPOIECTOP
03 CJ
1
x %D
V Y II
cl
s HAND?izREMOTE c x oI STOP o 51 s
1 yC CLOSE I ...?
?? c' s A c s2_ 15 `5 ---I Lt3
xl 7
LI S3 12 1 I o '3 Re a C2 LA= 11 14 11 0-41 R5 c 3 Q
Ss TABLE LL77--??----YYJJ OPEN ° o1 m1 10 II II
0 03 b4 R
s O R 2 1 4
51 M P O ,qTC t
2 0 0 %
S3 o s x 4 II 4 a B xc Q z xc 0
s. xso
d w? 9 xo?
PJM PRt WP
------------- PBM
NTlYWOMTE CO-ACTS ----
c a acs cos AI u el e2 III
rBw
4?4AA4R?944444944??.. 4lA????
?? lI I I l 1 I l I l) I I I I SEE 1/0 TABLE p
M-x oro+? L717 ?170? ?? (717 ,7
S W cLosm
TOM - TERMINAL BLOCK IN MOTOR ACTUATOR
(ACT 1 THROUGH ACT 5)
PBM - REMOTE MOTOR CONTROL BOX
TERMINAL BOX (PBM1 THROUGH PBM-5)
BT2-7 - MONACO TRANSCEIVER BT2-7A OR BT2-78
FINAL DESIGN
DRAFT FINAL DESIGN SUBMITTAL
DESCRIPOON OF RLV610N
POPE AIR FORCE BASE
FAYETTEVILLE, NORTH CAROLINA
PANEL NO. PP-1
208 VOLTS 1Do AMPS, 4 WIRES
CKT LOAD IN VOLT-AMP TRIP
NO. SERVICE TO BKR.
A B C SIZE
oao
0 0 0
L?OL TRIP LOAD IN VOLT-AMP
1 MOTOR ACTUATOR 1 (SEE NOTE 12) 901 20 -0 0-

3

901

20 1-1

--0 0-
5
901
20
-0 o-
7 MOTOR ACTUATOR 3 (SEE NOTE 12) 901 20 -0 0-
9
901
20
-0 C-
11
411,
sal
zp
-0 o-
13 MOTOR ACTUATOR 5 (SEE NOTE 12) 901 20 --O 0,
15 901 20 -0 O-
T7
901
20
-0 0-
19
MONACO BT2-78
240
15
-0 0-
21
-0 o-
23
-0 0-
25 .-0 0-
27 -0 0-
29
-0 0-
3 1 -0 0-
33 -0
35 n
37
-0 c-
39
-0
41
-0
WIRE COLOR CODE:
PHASE A-BUCK NEUTRAL-WHRE
PHASE B-RED GROUND-GREEN
PHASE C-BLUE SUB-TOTAL
LOAD PER
VAHASE IN

2943

2703

2703
CND BUS

-
a
? U
n N
150A
SS1 (SEE NOTE 11)
45 KVA (3 x 15KVA), 30 E a
240/120 V SECONDARY a rY
(EXISTING) -
BKR.
SIZE A B C
0- 20 901
__C- 20 901
r?
0- 20 901
0- 20 901
? 20 901
i1
0- 20 901
0- 15 240
0- 15 50
0- 15 500
0- 15 625
i1
0.-
0_
0_
C-
0-
C-
o-
o-
0-
0-
NEUTRAL BUS
LOCATED POPE AFB
NEMA 3R
SERVICE TO CKL
NO.
MOTOR ACTUATOR 2 (SEE NOTE 12) 2
4
6
MOTOR ACTUATOR 4 (SEE NOTE 12) B
0
MONACO BT2-7A
CAMERA/XMTR POWER
CAMERA FLOOD LIGHTS
GFCI DUPLEX RECEP.
I LUAU PLH TOTAL PANEL
2667 1852 2302 PH S IN LOAD IN VA
20
40
14510
POWER PL
208/120V. 30. 4W, BUS
3P I20A 3P ?20A 31 J204 3P ?20A 3P J20A 1P 151 IP I15A 1P /15A IP ?15A
0 0

z
v

0 o
z
v

0 0
z
v

0 0
z
v

0 0
z
v

o
Y

FOR 12 SYSTEMS
SEE PP-I POWER

•-
- PANEL SCHEDULE,
ABOVE
0 0
? o
x a a ENCLOSED

PACKAGE
n n n n n (TYPICAL)
_10A ?01 ,G1 JDA
SAFETY SWITCH
_ _ o

I
u a
I
I
_J

I
N
I
I
_J

I
L m
a I
I
_J
i
I
4

I
_J

I
M
0. I GATE ACTUATOR
I
_
SLUCE GATE I
ACTUATOR SLUCE GATE 2
ACTUATOR SLUCE GATE 3
ACTUATOR SLUCE GATE 4
ACTUATOR SLUCE GATE 5
ACTUATOR
0
d FINAL DESIGN

WARNING EHB BT-8 SPILL GAT REVSIDx

RS

B
p°x'-' DT E STRUCTURE FAYETTEVILLE, NC Q
1
® ?E? EHB MONACO FIR RRGEG 22235649
Amber Oaks IF THIS BAR DOES
" s E SYSTEM
E
M

9400 Ambergl- B-1-rd
2
NOT MEASURE i
rHE" DRAWING is
W7Ojmt NwAmt
A LECTRICAL DIAGRA 16
512-454-4797
NOT TO SCALE
twc 6/25/04
ONE
LINE/PANEL SCHEDULE
SHEET 16 OF 17
BT me xnw sx.ws
Q xu «tw»a larws ?cam.x.w rwm
+ca- 4mui xra
AWN
e
ITEM OTY DESCRIPTION (ALL NANUFACURERS ARE "OR EOWL') ITEM OTY OESCRIPnON (ALL MANUFACTURERS ARE 'OR EOLML-)
1 2 CDNOULET, EXM u_, -PROOF, 4-3 4 HU95 6 A R 2' SGH, t0 PIP GALV
GROUSE-HINDS GUAX26
CABLE CONNECTOR 12' MALE C-H TYPE 'C9 7 1 ROCOUGHT, HRS. ENCLOSED h GASIFIED. wTN 2'
5UPFITTER MOUNT, HOW. 120V, CROUSE-HINDS
3
4
1 REDUCWG BUSHING J t'N 1 2' C-M TYPE RE'
CONDOR CLAMP 3/4% W SPRING NUT
A
I FIAVSY100 MT-)6-SFA6
UNNQ2SL HREATHER DRaN, 3/4-X 1/2-
R CHANNEL STRUT P-1000 CALV.
CAMERA FLOOD LIGHT g
14
V-3'
Ifl
REM Ott DESCRIPTION (ALL MANUFACTURERS ARE: -OR EOUAL-) ITEM OTY DESCRIPTION (ALL MANUFACTURERS ARE -OR EQUAL-)
1 2 COUPUNG, FIGS, SIZE AS REO'0, t 1 REDUCING BUSHING SIZE AS PEO'D.
2 I CONDUIT RENO 90'LONG RADIUS RCS SIZE AS REO'D.
3 I PVC TO RCS ADAPTER SIZE AS REO'D.
3' All
AROUND
CONNECTION
FINAL DESIGN
DRAFT FlNAL DESICN SUBMITTAL
DESCWF [ON OF RLNSION
CAMERA
(SEE SI
CAM FOOD LIGHT MOUNT
NOT TO SCALE
TOP OF GRADE
1 rJ?zr^r.??:.
CONNECTION 6• IDENTIFICATION TAPE
POLYETHYLENE FILM
(SEE SPEC 16111, 2
oZ
1'-2• I s
N
ee
b ? 2
TOP OF GRADE ?t•< ea•< r 3• S. 3•
2
n z L 3 1 .. r•,
n
eaa O
,I A B ,
3 ALL
AROUND
3000 PSI
CONCRETE
PVC RCS ENVELOPE A= 2• C RED CONCRETE
B= 2° C 3000 PSI 1
ELECT DUCT BANK C
STUB-UP TYPE A A A NO REINORCEMENT +
4 5
POPE AIR FORCE BASE
EFS 6/25/04 FA=EVILLE, NORTH CAROLINA
Amber Oaks
5/21/04
CATE
9400 Amb-c;Ien Boulevard
Austin. TX 78729
512-454-4797
WAQ RPA 3 99M RIM Rf4M R,4m
hN
R=
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GUE4 x
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GUE4 434 Gil - I 1 X I I I I
G ' J E 4 I I X I 1 1
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I Ix I I
GOES 33(ILf? Ix I
GMES RllYQCFM I %I
GUE5 f -1ITME ( X
GME5 C;MCAn I X1 I
FINAL DESIGN
wuNlNC DEW.e : OT 8 SPI
BT F10N
R+NN.
D -
LL GATE STRUCTURE FAYETTEVILLE. NC
1
0 0 I DT
® "'C- EF13 PROJECT 22235649
IF THIS BAR DOES PAR R ? MISCELLANEOUS DR NX?
NOT MEASURE IS
THEN DRAWING IS PR 6 YN11
U ELECTRICAL DETAILS 17
NOT 10 SGALE a"rC. 6/25/04 SHEET 17 OF 17

L="J
A
A \
F%6P NO PIPE /I 1 \ `1
MGH CUMRT! 1
/ I^ry
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.

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-NIT/ 11

FORT BRAGG MILITARY RESERVATION
WASTE WATER TREATMENT PLANT
i..
HORIZONTAL CONTROL
/•' IRON STAKE
N: 523.461.873
P{M /'/ E: 1,998.}05.169
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ENTRY & E XIT DIAGRAM D NERSION CHANNEL SECTION
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..• 172
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0 166
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INV OUT: EL 164.97 DIVERSION CHANNEL WITH LINER SECTION
2 CORP 0 METAL PPE "r
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_ 2.0' 100' 100'
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/'.
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EL HEAD 1 +?-APPROXIMATE' MATE
. LOCATION OF SOIL BORING CT-01
p'1 ON CULVERT 1 0 10 20 10
H6;j / /.• N. 523.3 77
ri CONCRETE YA9 (CRATE REMOVED)
E. 1 .094.57
CONCRETE WING WALE SCALE IN FEET
/?.,a?,`?Ct fRATM1A
CONTROL
TO BE REPI-Acr
GABION BABKE -BY GUARDRAIL /y F }? EXISTING BT 8 SPILL GATE STRUCTURE
630 / AF MOUTON
^ .
7,111 / ,/'' --+ PORTAI)AM?STRUCTURE SECTION
PPROXWATE LOCATION
P'PW EDGE OF OF FIBER OPTIC LINE \ /CO^`CRCTCAPRON TEMPORARY DIVERSION DAM STEEL SUPPORT FABRIC MEMBRANE IMPERVIOUS FABRIC
/ ASPHALT I\ - / t NEW SPILL GATE LOCATION FRAME SEALING SHEET
/ - ' UNDCRGRO
ELECTA t 170 1720
t / STNr TllaE I. W' 170 170 z
68
3 9.?/ f' RSONNCL GATE' ??!?? / 0166 16
60
64 4 2 ` 1624
10P .+• ?,/ f'/ `?Q __?- _/?/f j/// /1 16
?: '+" FR?PpCK -?___. T ?'J,%/?`//?/i'L L J LOAD HG (STONE) SEE NOTE 5
i?•e'` ---?" ?? EA B V/?/ Jl?i: SECTION C-C
?.•" / ?APPRDXIMA ioc / `. B0 10 20 30
OF UNDERCR [R NLECmI?? ,'?1\\t
SGLLE
POPE AIR FORCE IN fCll
BOUNDARY LINE NEW 160'•20' \.. \\\\\
j DIVERSION CHANNEL _ _ _ \\\\ b
R
NOTE
s ( • \ \\ - \ i -- - --_- 1. SOE TOPOGRAPHY AND FEATURES ARE BASED ON SURVEY
E \ \ 1 LEGEND CONDUCTED ON JANUARY 20, 2003 BY THE ROSE GROUP,
F _ - ? - • r \ \ 104 GILLESPIE ST., FAYETTEVILLL, NC. TELEPHONE
LIMITS OF WETLANDS 910-323-3400.
z p
71
rr _ sF - Y SILT FENCE 2, PORING HOLE INFORMATION PROVIDED BY DAVID WARREN,
? ?'? / UPS CORP., MORRISVILLE. HC.
?\ ... -
ej ' J. HORIZONTAL COOROfNAT[S AND ELEVATIONS ARE IN UNITED
STATES S
::6
FPROXI4ArE C STATES SURVEY FEET. HORIZONTAL COORDINATES ARE
? W
98},
USING BASED ON THE NORTH AMERICAN DATUMSFA (MAO) 1 LEVEL (45l)
/ ! W TEMPORARY DIVER90N^?? \ s 't TANK CREEK
/ T TOME IN FEET ABOVE 4EAH
E / ,+ j DAM _ NATIONAL GEODETIC VERTICAL DATUM OF 1929
/,'' I A _ ?` •? 4. LIMITS OF WETLAND DELINEATION
'. ?? 0 ZO 40 60 5. LINER MATERIAL USED WITH THE PORTA DAM WILL BE
? ANCHORED AT THE END BY WEIGHTED MATERIAL OR BY A
ya - SCKE IN FEET LINER LOCK TRENCH. FINAL DESIGN
W4I,.K 11M RE PAR MANCHESTER ROAD (BT-8) SPIEL GATES Q
ITNA vcK [• 4/b/a a,A FAYETTNLLE, NC `r
,J„jadN POPE AIR FORCE BASE ® N W6 1?2?•
o-.rz m IT. ?oj?o/os FAYEf7EVILLE, NORTH CAROLINA ATw ?• e.A oas "uT2 '?`
nr (vrKl oens/os ?' '? •.oo •..... H. e«+..e.a ...ei CHANNEL DIVERSION DETAILS
,T, 1X TO I-E5 zHm or
7T M .N. a . e. _•6.-.- 7.7 ?T , 4/bjo
Final EA for Spill Gate Construction

0
NORTE CAROLINA STATE CLEARINGHOUSE.
DEPARTMENT OF ADMINISTRATION
INT'-"RGOVERN2'r--'NTAL R.7VIM7
STATE 2`'LJ"SiER: 04-E-0000-0030

I WITS n==1V-0: 07/29/2003
' Amnay aZTSPOVSE: 08/25/2003
SL'VIE'W CLOSED: 08/29/2003
HS RENEE CLEDHILL-EARLEY "
CLET,RINGHOUSE COORO
DEPT OF CUL RESOURCES
? ? V
ARCHIVES-HISTORY BLDG - l:SC 4617 I

RALEIGH NC •?-?" ' -
?
REVIEV DISTRIBUTION
S
CC4rS - DEPT, NF IP
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
'
DEPT OF -'U
L RESOURCES - - - - - --
DEPT OF TRANSPORTATION
MID CAROLINA COG
PROJECT INFORMATION
APPLICANT: Pope AFB
TYPE: National Environmental Policy Act
ERD: Environmental Assessment /Finding of No Significant Impact
D--SC- Proposed action is to demolish and reconstruct three existing spill gates and
construct one new spill gate at a fourth location on Pope AFa.
F03
The attached project has been submitted to the N. C. State Clearinghouse for
intercovern.•aental review. Please review and satmit your response by the above
indicated date to 1302 Mail Service Center, Raleigh NC 27699-1302.
If additional review tine is needed, please contact this office :at [phone].
:.S A RESULT Or THIS REVIEW THE FOLLO ING IS SUS`!177ED:
NO COVNT-NT
COM.tiWNTS ATTACHED
SIGNED BY:
DATE•r ? 11 ? ?? I U
a1,'08zap;
A(jG2
003
?e0 ry i 0? •.?
CLA
AUO 0 4 2003

6.0 List of Agencies and Persons Consulted and/or Provided Copies
6-15
Afr-r^ t 1 1-i
AM
I IJ1 ? ??
NC®ENR
North Carolina Department of Environment and Natural Resources r A?
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan Klimek, P.E., Director
Division of Water Quality
February 4, 2005
Lt. Colonel William B. Harris, III, P.E., Commander
43d Civil Engineering Squadron/CC au' Q ?J D
560 Interceptor Road
Pope AFB, North Carolina 28208 FEB g 7005
Subject: Additional Information Request p>=t;rt , ?? r
Repair of Manchester Road (BT-8) Spill Gates °,?tlJIDS DWQ 401 Certification, project No. 04-1995
Pope AFB, Cumberland County r = c f T-
Dear Colonel Harris:
On December 15, 2004, the Division of Water Quality received your request for a 401
Water Quality Certification for the subject spill gate repair/replacement project on Pope AFB.
On January 5, 2005, Ken Averitte of this office visited the project site with members of your
staff as well as representatives of the contractor. During this visit, alternatives were discussed for
dewatering the stream channel during the construction phase. Diversion of the stream was
apparently the preferred alternative for isolating the work area and allowing the construction to
take place in a "dry" environment. Since the stream diversion proposal was not part of the
original 401 application, an amended application was requested. As of this date, this application
has not been received. Therefore, statutory limitations require that this office place this project
on "Hold" until the amended application is received. It is important to note that the revision
should be sent to the Central Office address used for the original application. In order to
expedite the review, you may also send a copy directly to this office. Upon receipt of the
amended application, review of the project will proceed in a timely manner.
If you have questions concerning this matter, or if we can be of assistance, please contact
Mr. Ken Averitte or me at 910-486-1541.
Sincerely,,
Belinda S. Henson
Acting Water Quality Regional Supervisor
BSH/KA/ka
cc: Cyndi Karoly
Lillette Granade, USACE
Fayetteville Regional Office
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone]FAX: [phone]\ Internet: www.enr.state.nc.us/ENR
An Enual Onnortunity 1 Affirmative Artinn Emnlover -50% Recvcler1110% Post Consumer Paner
NC®ENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan Klimek, P.E., Director
Division of Water Quality
February 4, 2005
Lt. Colonel William B. Harris, 111, P.E., Commander
43d Civil Engineering Squadron/CC
560 Interceptor Road
Pope AFB, North Carolina 28208
Subject: Additional Information Request
Repair of Manchester Road (BT-8) Spill Gates
DWQ 401 Certification, project No. 04-1995
Pope AFB, Cumberland County
Dear Colonel Harris:
On December 15, 2004, the Division of Water Quality received your request for a 401
Water Quality Certification for the subject spill gate repair/replacement project on Pope AFB.
On January 5, 2005, Ken Averitte of this office visited the project site with members of your
staff as well as representatives of the contractor. During this visit, alternatives were discussed for
dewatering the stream channel during the construction phase. Diversion of the stream was
apparently the preferred alternative for isolating the work area and allowing the construction to
take place in a "dry" environment. Since the stream diversion proposal was not part of the
original 401 application, an amended application was requested. As of this date, this application
has not been received. Therefore, statutory limitations require that this office place this project
on "Hold" until the amended application is received. It is important to note that the revision
should be sent to the Central Office address used for the original application. In order to
expedite the review, you may also send a copy directly to this office. Upon receipt of the
amended application, review of the project will proceed in a timely manner.
If you have questions concerning this matter, or if we can be of assistance, please contact
Mr. Ken Averitte or me at 910-486-1541.
Sincerely,
Belinda S. Henson
Acting Water Quality Regional Supervisor
BSH/KA/ka
cc: Cyndi Karoly
Lillette Granade, USACE
Fayetteville Regional Office
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone]/FAX: [phone] \ Internet: www.cnr.state.nc.tus%I;NIt
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
Triage Check List
Date: i2 1 ?'(c:1 Project Name:
D Q#:
County: r14n??erlan?
To: 9ZAO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
? RRO Mike Horan
From: Telephone : (919) S' _ 34 s
The file attached is being forwarded to\our for your evaluation.
Please call if you need asst}stance.
E2/stream length impacted "` `
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: e,%. No 'p l-d s ; (z
QnSS,`?(z (? Gk Sh--? uU-, 1-e U, to (11VUC

( IOC ctC6dr,?SSeJ 4e) Sp:tl 1412 ??Sfurj? It??-c
I

0770 1
DEPARTMENT OF THE AIR FORCE
E -- _ 1 HEADQUARTERS 43D AIRLIFT WING (AMC)
< < POPE AIR FORCE BASE NORTH CAROLINA
1 w DEC 2004
MEMORANDUM FOR NCDENR, DIVISION OF WATER QUALITY
ATTN: 401/WETLANDS UNIT
FROM: 43 CES/CC
0A 199 '
560 Interceptor Road
Pope AFB, NC 28308
•

SUBJECT: Request of 401 Water Quality Certification, Repair Manchester Road (BT-8) Spill
Gates Project, Pope AFB, NC
1. The purpose of this package is to request a 401 Water Quality Certification for the repair by
replacement of an existing spill gate structure, which has structural deficiencies. We are hereby
submitting seven sets of the completed US Army Corps of Engineers (USACE) Preconstruction
Notification (PCN) and application for a Nationwide Permit No. 18 (Attachment 1) for the
"Repair Manchester Road (BT-8) Spill Gates" project, Pope Air Force Base, North Carolina.
Additional documents in support of this PCN and permit application are provided as Attachments
2 through 5. The total wetland impact is 0.096 acres, which is within the threshold for the
Nationwide Permit No. 18.
2. We have already submitted the original PCN and Nationwide Permit No. 18 application to the
USACE. A check for $200.00 (Attachment 6) from the project's contractor is included to cover
the application fee.
3. Should you have any questions, please contact Mr. Alberto R. Marquez, Water Quality
Program Manager, at [phone]. IV, 94U4 r\.
WILLIAM B. HARRIS, III, P.E., Lt Col, USAF
Commander
*0
Attachments:
1. PCN and Nationwide No. 18 Permit Application
2. Project Location Map
3. Proposed Project Design Plan
4. Wetland Impacts from the Proposed Design Plan
5. State Clearinghouse NEPA Final Approval Letter
6. Contractor's check for $200.00 (Application Fee)
/?
1I
ftlftwfl !&§
DEC 5
2004
l c? sTO,-RQ?ALJT}.
7ZR$ 'W 4
AVC-Global Reach for Attlerica
[1]
Office Use Only: 0 19 9 5. Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Pope Air Force Base, Attn: Lt Col William B. Hams, III, P.E.
Mailing Address: 43d Civil Engineering Squadron/CC
560 Interceptor Road
Pope AFB, NC 28208
Telephone Number: 910-394-2561 Fax Number: 910-394-1643
E-mail Address: william.harris(a,pope.af.mil
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
7
Page 5 of 13
Telephone Number: Fax Number:
E-mail Address:
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Repair Manchester Road (BT-8) Spill Gates, Pope AFB
2. T.I.P. Project Number or State Project Number (NCDOT Only):
N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Cumberland Nearest Town: Spring Lake
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the intersection of SR 87
and Manchester Road in Spring Lake, take West Manchester Road to Pope AFB; the site is
after the Seaboard Coast Rail Line on the left, traveling west.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):___ 2,130 acres (includes the entire Pope AFB)
7. Nearest body of water (stream/river/sound/ocean/lake): Tank Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/adniin/maps/.)
11
Pa-e6of13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site already contains a spill aates structure, surrounded
by wooded areas on three sides, parallel to Manchester Road, located within a wetland which
is part of a Military Installation. The Fort Bragg Wastewater Treatment Plant is located
diagonally across the road from the existing structure. This site is located at the northern
boundarv of the Base, where Tank Creek flows under Manchester Road.
10. Describe the overall project in detail, including the type of equipment to be used:
Overall project moans include repair by replacement of the existing gates structure by building
a larger, independent structure approximately 50-feet upstream of the existing one, outside of
the NCDOT's riaht-of-way, then demolishing the existing structure. The channel portion
immediatelv downstream of the new gates structure will be re-graded and riprap placed.
Correspondingly, the upstream area adjacent to the new structure will also be re-graded to
facilitate flow into the structure. Five, six-foot high by seven-foot wide slide gates, with
motor operators that will be controlled both locally and remotely, will regulate flow. The
base perimeter fence will be extended upstream to the structure and across it. A 12-foot wide
gravel service road will be constructed from Manchester Road to the new structure.
Equipment used on the project will include, but not limited to: a small backhoe, dump truck,
earth compactor, dewateringpumps, air compressors, excavators for sheet piling and cranes.
11. Explain the purpose of the proposed work: To provide a suitable spill gates structure to pass
the normal flow of Tank Creek and be able to contain multiple hazardous material releases
within the boundaries of the base.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Pope AFB provided limits of the Wetland Delineation.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
0 N/A
Pa(e 7 of 13
0 VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed project will impact
a total of 0.096 acre of wetlands adiacent to Tank Creek and 105 linear feet of Tank Creek.
2. Individually list wetland impacts below:
E
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A Structure/ rip rap 0.096 No 0 Riparian

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/iwww.fema.f*ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: 0.096-acre permanent impact
3. Individually list all intermittent and perennial stream impacts below:

Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Tank Creek Structure/rip rap 105 Tank Creek 10' Perennial

Pace 8 of 13
+:.
* List each impact separatcly and identifv temporarv impacts. Impacts include. but are not limited to: culverts and associated rinran.
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usl?Seov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tot)ozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 105 ft
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:

Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation: N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
® financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
Page 9 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Between the preliminary and final designs, the amount of riprap to be placed within the
stream and the amount of grading of the upstream and downstream channel were minimized to
avoid greater permanent impacts to the stream and adjacent wetlands.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/stnnE!ide.litm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
E,
Paee 10 of 13
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://li2o.enr.state.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 11 of 13
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square Multiplier Required
Mri ion
1 3
2 1.5
Total
Gone 1 extends out A feet perpendicular from near bank of-channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No net change to the impervious area will occur as a result of this project. Storm water
controls will include silt fences, riprap, and permanent urassing on all exposed soil.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 12 of 13
® XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Z. 0-u,
Date
Applicant's Signature
WILLIAM B. HARRIS, III, P.E., Lt Col, USAF
Commander, 43d Civil Engineering Squadron
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
C7
1?1
Pate 13 of 13
:J
0
?11
3p0.:))?-?!? /?j??-•/i---// 1 _736 1 \``???•r ???j.? - ?.J `???'UOf ?`-,,:i??r--.
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wil-
?- SITE LOCATION
-
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1
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FIGURE 1. LOCATION MAP
• I POPE AIR FORCE BASE
BT-8 SPILL GATE STRUCTURE
SCALE IN FAT QUADRANGLE LOCATION FAYETTEVILLE, NORTH CAROLINA
0 2000 Prepared for-
SOURCE: USGS 7.5' TOPOGRAPHIC QUADRANGLE uj..
O VERHILLS, NC - DATED 1957, REVISED 1971 DRAWN BY: EFIJ
USGS 7.5' TOPOGRAPHIC QUADRANGLE DATE: 06/08/04 Fig.
MANCHESTER, NC - DATED 1957, REVISED 1987 PROJECT NO. 1
z
A
BT-8 SPILL GATE S'T'RUCTURE
C7
11
FOR
POPE AIR FORCE BASE
FAYETTEVILLE, NORTH CAROLINA, USA
PREPARED FOR:
AIR FORCE CENTER FOR
ENVIRONMENTAL EXCELLEVICE
BT-8 SPILL GATE
N STRUCTURE
H
p,D
POPE
PARK
o,
ay
Vim} ?•
P t
0
' 0 e0 d.;f?d 7, 4 t
RAMP P RAMP
A
a e Ij "r?
o D ,, a?eo
AIRBORNE
GATE DRIVE
REILLY??
GATE
?- ? - WILLOW LAKES ARMISTEAD
GOLF COURSE GATE
TO FORT
BRAGG
POPE AIR FORCE BASE
SITE MAP
0 3 6 9
SCALE IN MILES
FINAL DESIGN
DRAFT FINAL DESIGN SUBMITTAL
INTERMEDIATE 60% SUBMITTAL
PRELIMINARY DESIGN SUBMITTAL (30X)
DESCRIFTION OF REVISION
6/30/04
5/21/04
10/10/03
08/13/03
DATE
CONTRACT NO. F41624.00-D-8028
TASK ORDER 0193
STATE MAP
NOT TO SCALE

SHEEP
NUMBER DRAWING INDEX

DRAWING TITLE
1 COVER SHEET
2 LEGEND AND ABBREVIATIONS
3 EXISTING CONDITIONS
4 PLANNED L10DIFlCATIONS
5 DEMOLITION PLAN
6 STRUCTURE PLAN AND PROFILE
7 STRUCTURE SECTIONS AND DETAILS
8 STRUCTURE OEFAILS
9 REINFORCEMENT DETAILS (SHEET 1 OF 2)
10 REINFORCEMENT DETAILS (SHEET 2 OF 2)
11 TRASHRACK/SECURITY GRATE
12 TYPICAL FENCE DETAILS
13 GATE INSTALLATION DETAILS
14 ELECTRICAL PLAN
15 CONDUfT AND CABLE DETAIL ELECTRICAL
RISER DIAGRAM
16 MONACO FIRE SYSTEM ELECTRICAL
DIAGRAM ONE LINE/PANEL SCHEDULE
17 MISCELLANEOUS ELECTRICAL DETAILS
FINAL DESIGN
WARNING uscHU
TEN SPILL GATE STRUCTURE Rrn6aN

D
D
i

au.N.
RAM
FAYETTEVILLE. NC Q
3
POPE AIR FORCE BASE ?
? HKB PNaLCT 22235649
FAYETTEVILLE, NORTH CAROLINA Amber Oaks F THIS DnR DOES - p""MTZ C a

9400 Amberglen Boulevard
Austin, TX 78729
NOT MEASURE 1'
THEN DRAWING IS
OIEcT uN?
RR MTZ OVER SHEET 1
512-454-4797 NOT TO SCALE wre 6/30/04 SHEET 1 OF 17
LEGEND
-- INTERSTATE HIGHWAY 0 EXISTING UTILITY POLE
- UNITED STATES HIGHWAY SA EXISTING SANITARY SEWER LINE
---6220? EXISTING ELEVATION CONTOUR WITH 0. EXISTING GAS LINE
ELEVATION IN FEET ABOVE MEAN SEA LEVEL

--6220-? NEW ELEVATION CONTOUR WITH EXISTING BUILDING/STRUCTURE
ELEVATION IN FEET ABOVE MEAN SEA LEVEL
CP-1
EXISTING SURVEY CONTROL POINT
-UGE
UNDERGROUND ELECTRICAL LINE
- •- - ••- EXISTING WATER LINE OR CREEK
FO FIBER OPTIC LINE
W _W-W_ LIMITS OF WETLANDS 1Y BURIED WATER LINE
FLOW INDICATES DIRECTION OF FLOW -Clap CMP CULVERT
-M -I -e - FENCE Q--- >__<1 EXISTING LIGHT POLE
-- GUARDRAIL
TEST HOLE LOCATION
PAVED ROAD
0 EXISTING MONITORING WELL/OBSERVATION WELL
------------
UNPAVED ROAD
- _______ D THE ROSE GROUP SURVEY CONTROL
NEW CONCRETE 0 NEW SURVEY CONTROL POINT

° ® ECM -EXISTING CONCRETE MONUMENT
EXISTING CONCRETE
0 MH EXISTING MANHOLE
HH EXISTING CONCRETE TO BE DEMOUSHED
®SM-1 NEW SURVEY MONUMENT
STRUCTURAL FILL/BACKRLL - - - CENTERLINE
`0 --H2fN`--- RIGHT OF WAY
i
RIPRAP
PERIMETER OF TREES
0
_ RIPRAP BEDDING v
TREES TO BE REMOVED
TRASHRACK/SECURITY GATE
GRATING
CRUSHED AGGREGATE BASE COURSE

l1
MD CRUSHED AGGREGATE SUB-BASE COURSE
NON-SHRINK GROUT
ABBREVIATIONS
0 AT
a DEGREES
0 DIAMETER
FEET
INCHES
% PERCENT
t PLUS OR MINUS
AFB AIR FORCE BASE
ASTM AMERICAN SOCIETY FOR TESTING
AND MATERIALS
BE BURIED ELECTRICAL
BGS BELOW GROUND SURFACE,
rti CENTERLINE
CJ CONSTRUCTION JOINT
CMP CORRUGATED METAL PIPE
CDR CONTRACTING OFFICER'S REPRESENTATIVE
CP CONTROL POINT
DIA DIAMETER
E EAST
EA. EACH
EL ELEVATION
H HORIZONTAL
INV. INVERT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MSL MEAN SEA LEVEL
N NORTH
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM
NGVD NATIONAL GEODETIC VERTICAL DATUM
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
BE OVERHEAD ELECTRICAL
PVC POLYVINYL CHLORIDE
PROP PROPOSED
S SLOPE
SCH SCHEDULE
SM SURVEY MONUMENT
STA STATION
TP TEST PIT
TYP TYPICAL
USA UNITED STATES OF AMERICA
V VERTICAL
W WEST OR WATER LINE
FINAL DESIGN

WARNING X4c : CBG

BT-8 SPILL GALE STRUCTUR
T REVISION

W
FINAL DESIGN
TEM
6/30/04

m
a 8 t RAM

°P wn E FAYETTcI
ILLE, NC 3
`2 E DRAFT FlN>L DSIGN SUBMITTAL TEM 5/21/04 .;4 POPE AIR FORCE BASE ® CNECID: HKB PROJFU 22235649

INTERMEDIATE box SUBMITTAL
TEM
10/10/03 :FAYETTEVILLE, NORTH CAROLIN A
Amber Oaks
IF HIS?
DOES
MT
LEGEND AND ABBREVIATIONS awwwa

? PRELIMINARY DESIGN SUBMITTAL (307,) TEM 08/13/03 9400 Amberglen Boulevard
ti
A
T% 7
7 R
NOT
THEN DRAWING IS Z
Ma at
MTZ Z
= N REV DESCRIPTION of REVISION BY wrE us
n.
8
29
- 454 -4797
512 NOT TO SCALE
6/30/04 SHEET OF
2 17
0
FORT BRAGG MILITARY RESERVATION
WASTE WATER TREATMENT PLANT
INV OUT. EL. 164.97
HORIZONTAL CONTROL
/-' IRON STAKE
N: 523,461.873
E: 1,998,305.169
GVPK6
/ ?? / / 66•x` ?5 ? s??
tJ
RIPRAP
INV OUT: EL 164.80
j'/ ?pPD
2 CORRU D METAL PIPE /
1 ARCHES- 11' VODE x 6,6' TALL pT
1 1
1111 1 1' THICK
1 CONCRETE
1 1 l WALL
1 1 11 ? ? pPSE
l
VI l 1 /?? Si
APPROXIMATE LOCATION OF SOIL BORING GT-01
ONCRETE SLAB-(GRATE REMOVED)
?o
f
CONTROL LINE
INV EL. 165.15 1
IN RE /1 T
/ /CUT CUT IN TOP TOP OF CON RE
1
ON CULVERT HEAD WA INV IN: EL. 165.06
"3/ 0
N. 523,32251
E. 1 98094.57
? HORIZONTAL CONTROL GRATING
IRON STAKE /-/
/ /? EXISTNG BT-8 SPILL GATE STRUCTURE
N: 523,294.630 GUARDRAIL
E: 1,997.867.157
?1" PPROXIMATE LOCATION -„? •? ?'
/1;1,4EDGE OF CONCRETE
/ ASPHALT OF FIBER OPTIC LINE / x APRON
LUNDERGROUN
ELECTRIC' BOX-_
-
/PE Pf9 r?°/
Sp Pp rn" w' /
APPROXIMATE LOCATION
0- OF UNDERGROUND?-ELECTRIC
/
POPE AIR FORCE
BOUNDARY LINE
0

r-LIMITS OF WETLANDS
NOTES
SITE TOPOGRAPHY AND FEATURES ARE BASED ON SURVEY
CONDUCTED ON JANUARY 20, 2003 BY THE ROSE GROUP,
1]

0 20 40 60
SCALE IN FEET
104 GILLESPIE ST., FAYETTEVILLE. NC. TELEPHONE
910-323-3400.
2. BORING HOLE INFORMATION PROVIDED BY DAVID WARREN,
URS CORP., MORRISVILLE, NC.
3. HORIZONTAL COORDINATES AND ELEVATIONS ARE IN UNITED
APPROXIMATE STATES SURVEY FEET. HORIZONTAL COORDINATES ARE
TANK CREEK BASED ON THE NORTH AMERICAN DATUM (NAD) 1983.
ELEVATIONS ARE IN FEET ABOVE MEAN SEA LEVEL (MSL)
USING THE NATIONAL GEODETIC VERTICAL DATUM OF 1929
(NGVD 29).
4. LIMITS OF WETLAND DELINEATION PROVIDED BY POPE AFB
VIA EMAIL ON MARCH 5, 2004.
FINAL DESIGN
wa wNC TEM
BT-8 SPILL GAT
TR B

°

INAL DESIGN

FY

/J0/04

M

¢ t

rri
RAM E S
UCTURE FAYE TEVILLE, NC

Q
DRAFT FlNAL DESIGN SUBIATTA ?? ,,2,,D4 POPE AIR FORCE BASE PROJECT 22275649

"
INTERMEDIATE 60z SUBMITTAL
hu
10/10/03 FAYETTEVILLE, NORTH CAROLINA
o
`°e
BAR
`
'u
°0 5 PEER w m:
oa.
PR0.1A1MARY DESIGN Sl18MITA (7D7.) TEAT DB/13/OJ o
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94.00 A7X 79Ie729 eaule ?
o
EnS
uRE
THEN DRAWING IS yE«?
NTZ EXISTING CONDITIONS 3
r REV OESCRIPMN OF REVISION 6r DATE 512-454-4797 NOT TO SCALE an:
6/30/04
SHEET 3 OF 17
W1UIH VNiItS (Stt NUIt 5)
'/ /' 11 11' I l _
1 1E / ? E
?I1 I 74
1 11 11 /°% " ., 11 72 ?.; [STING GROUND yam'` ? 174
EXISTING PIPE 1
172-
ARCH CULVERT 1 A o 170
170 a
( I ?
l 1 / -_ ------ - W--- •' • --- 169 F
< 165
68.95'OYE 11 11 F
1 /- SEE DETAJL 2 166
07 ?, 184 - --- «
48.85' (CONTROL LINE)
1 1 /' --
EDGE OF , _ "' 2H,1Y 184
1 I I w 162 -- ---- - - - - - ?-
PIPE INVERT .5 BEDDING 1.5 RIPRAP 162
11
EXISTING ASPHALT AL EL 171,0
A
SECTIO
? a4
0 10 20 30
.4 ( 1,
EXISTING GROUND SCALE IN FEET
WIDTH VARIES (SEE NOTES 8 AND 7)
a 176: _
174 ?- 174
1.70/?? "'72 •? _ `???'. 172
y z
21 -POPEPfB I I' i???/ Sa3 4H:1V 168 ---- H'v_ ry_w??arx""'_._-_ -- --168
n ? 6bp58 PROPERTY LINE ' i x 164 - - --~ - -- 60
.164
--- _- -_ __._. --- ._. - _ .------- _ ---- --- 182 W
N. 523,207-00 EXISTING ELECTRICAL PIPE INVERT TOP OF RIPRAP P ELINVER .D B 18Z
SECTION
'm GALVANIZED B
1- 1,998,032. 03 PULL BOX AT EL 169.0' ' EL. 187 . 0
M 174,4 " /•' GRADE-TO- DRAIN CMP CULVERT 0 10 20 01 30
,
NEW VEHICLE CAT - - EL 174 ID 173 ?4
/n \ 7 r 2: t11 P x SCALE IN FEET
_ D6
i i 6'o CULVERT D
-'
\, r PERMETER FENCE
e/ ?* \ g IPRAP (SEE SHEET 12
PIPE INVERT N `RIPR 0,5' CRUSHED AGGREGATE
AT EL. 171.0 TOP OF RIP 1 r? BASE COURSE
- - ?- 1 ?'•? ^ i MAINTAIN 3.0'
J r !y - 11 ?EL 167.0 ^?/ `_r j / EL. 174.0 AT SEEiION I SHOULDER
SE DETAIL Z } 12.0'
?' 7r D7 y\
EWCKFILL 4. 1 PERIMETER FENCE
- -- (SEE-SHEET- 12)
-- ANTENNA .1 1H1W / 1k1V
- 1-? \ TOAER _? [f
'=ESS ROM N. 524411-59 04 EXISTING GROUND
E,1,99 80.19' 1.3' CRUSHED AGGREGATE SECTION c
a N1g5y 27- SUBBASE COURSE NOT TO SCALE w
J. N.5 ,237.91 STRUCTUR i
q N,; 523,239,21 CONTROL INf
E 1, 8,113-98 EL 167.0 RIPRAP
E. ,998,077,20 N. 523,243.p6', ?
*EL. 17 0 L ;_13 SPILL- E. 1,998,1310
^ STRUCTURE ' r o
° N, 523 2,02 1', a 1L °
E, 1,998, ,82 1 t °• ?i t 1
]]] EL 174.0
ETT-8 SPILL GATE RIPRAP BEDDING
\ 1 4\•, 3.0' 1
STRUCTURE (SEE V
sHE> rs e AND 7) ?. TYPICAL RIPRAP SEC-nONn
- ? GRADE'' PSTREAM NOT TO SCALE ?
_ _ - - ! CHANNE(SEE NOTE 6
\ N
?-CAILERA??110000?? 1 1, STOCKPILE EXCAVATED W ERIAL FOR USE AS STRUCTURAL FILL AT A LOCATION DETERMINED ELY THE
- LIGHT LbCA1141? CDR'
N. 523,198.05 i 2. SEE TECHNICAL SPECIFICATIONS FOR DETAILS REGARDING 'CMP' PIPE CULVERT INSTALLATION AND
E. 1,998,104,88--- I ACCESS ROAD CONSTRUCTION. PIPES TO BE PLACED IN EXISTING DRALNAGE CHANNELS,
3- COMPACT ACCESS ROAD 81SE COURSES IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS.
I 4. FUSE WIDTH OF OOWNSTFENA CHANNEL VARIES FROM 46' AT THE SPILL GATE STRUCTURE TO 26' AT
TANK CREEK THE UPSTREAM END OF THE EXISTING CULVERT STRUCTURE. EXCAVATE SIDE SLOPES AT 2H:1V,
0 !T<f ZO SD V doe o 5. RIPRAP TO BE PLACED FOR 25' IN THE AREA DOWNSTREAM OF THE NEW SPILL LATE STRUCTURE.
SCALE IN FEET 171 = 6. EXCAVATION OF THE UPSTREAM CHANNEL SHALL NOT BE MORE THAN 24 FEET UPSTREAM OF THE
STRUCTURE
1
FINAL DESIGN
®?m TnAD?
REDUCE VEXAAD WACrS TEN 8/2/04 vNPNIlG TE BT-8 SPILL GATE STRUCTURE FAYETTEVILLE, NC Q
FINAL DESI TIN 8/29/04 d v 1
DRWT FINAL DESCH SUEIATTAL T01 5/21/04 POPE AIR FORCE BASE uAtb ® "°K?' MKS nose 2Z23W4.9
INTERMEDIATE IM 9U91ARA1 Tw 10/10/a3 FAYETTEVILLE. NORTH CAROLINA Amber Duke F *mrz 0-1-M
rro RE' wMT .v.?, PLANNED MODIFICATIONS 4
PiZE11NN44( DE9CN 91B41ip1 (IDS TEN Da/13/O3 9400 /V1'D 7r8q BaJwQO NCTr THEN DRAWING R MR
Av
?? OF NDr m o-" r am
?' ?? ?• WE "1-454-4797 72 t/2/04 SLEET 4 OF 17
?- CE STRUCTURE
I I I r I
r?EXISTING PIPE m o I EXISTING PIPE
ARCH CULVERT I ARCH CULVERT 8.0.±
27.9'±
-----I ---?-- W16x40 (REMOVE)
----------R-E-MO-V-E -GRATING
----------------------
06 $9-
i
-------------------------- ----------------
25.7'±
REMOVE EXISTING SLIDE CATES (3
(SEE NOTE 4)
HEADWALL CONCRETE
REMOVE GATE ____
STRUCTURE (SEE
NOTE 4) -H REMOVE TRASHRACK
AND SECURITY SCREEN
(SEE NOTE 4)
34.0'±
t PLAN
NOT TO SCALE
TOP OF HEAD WALL
EL 174.1±
I--PL STRUCTURE
VARIES
? I
II / 4"± 1-?W16x40 -}?
EXISTING (REMOVE) I
COMPACTED FILL
L
1.0'±
11.1' (TYP.)
0
GRATING
(REMOVE)
1.0'±
REMOVE GATE OPERATOR AND (;)
OPERATOR SUPPORTS (GATE tl -{I-
OPERATOR NOT SHOWN)
(SEE NOTE 4)
`-CULVERT HEADWALL
TO REMAIN
EXISTING CONCRETE /EXISTING_,??
SIDE WALLS TO REMAIN REMOVE TRASHRACK (NOTE 2) AND SECURITY SCREEN ATES
(SEE NOTE 4) EMS
EL 166.9± OTE 4)
(TYP.) 1.5':
REMOVE GATE HEADWALL
CONCRETE STRUCTURE
REMOVE EXISTING GRATING
(EL 173.2±)
REMOVE W16x40
(TYP.)
EL. 166.7±
CULVERT HEADWALL
TO REMAIN
EL 174.1±
v 7 d EL. 165.7±
o / a
N -
-------------------------------------- N
7L
05 CUTOFF WALL
SAWCUT AND REMOVE SECTION B
ALL CONCRETE
UPSTREAM OF SAWCUT NOT TO SCALE o5
JOINT
4.0'±
TOP OF
EXISTING GROUND
PERSONNEL
GiN 523,284
E 1,998,028
?. 4 GA
N 523,349
E 1,998,177
REMOVE APPROXIMATELY 165' OF
EXISTING PERIMETER FENCING.
(SEE NOTE 5)
I
4 4'± I
I
- / ?
EXISTING 1.
COMPACTED FILL 7
N
SECTION A
NOT TO SCALE o5
FINAL DESIGN
DRAFT FINAL DESIGN SUBMITTAL
INTERMEDIATE 60% SUBMITTAL
PRELIMINARY DESIGN SUBMITTAL (307.)
DESCRIPTION OF REVISION
n0/04 POPE AIR FORCE BASE
0/10/03 GC,,S t' FAYETTEVILLE, NORTH CAROLINA
617E
NOTES
1. DIMENSIONS OF EXISTING BT-8 SPILL GATE STRUCTURE
ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY
DIMENSIONS.
2. CONCRETE WALLS SUPPORTING EXISTING EMBANKMENT ARE
TO REMAIN UNDISTURBED.
3. IN ORDER TO MAINTAIN WATER-CONTROL CAPABILITIES,
DEMOLITION OF EXISTING STRUCTURE SHALL BEGIN ONLY
AFTER OBTAINING WRITTEN APPROVAL FROM THE COR.
nil
Amber Oaks
9400 Amberglen Boulevard
Austin. TX 78729
512-454-4797
EXISTING PERIMETER FENCE
NOT TO SCALE
4. THE GATES, OPERATORS, AND/OR TRASHRACK WILL BE
SALVAGED. CARE SHOULD BE TAKEN TO ENSURE THE
FEATURES ARE REMOVED IN SUCH A WAY TO PRESERVE
THE EQUIPMENT WITHOUT DAMAGE.
5. FOR ESTIMATION PURPOSES, ASSUME FENCE TO BE
CHAIN LINK FENCE, APPROXIMATELY 7' HIGH.
ow Nm:
WARNING CBG
BT-8 SPILL GATE STRUCTURE
oPwm: RAM
a® aecan: HKB
IF THIS BAR DOES P¢R UTZ
NOT MEASURE I• PROJECT x ER, DEMOLITION PLAN
THEN DRAWING IS MTZ
NOT TO SCALE ws 6/30/04
FINAL DESIGN
N SqN
FAYETTEVILLE, NC Q
3
PROJECT 22235649
ptaNixG
5
SHEET 5 OF 17
1
k
Pt ST-8 SPILL p 3 SEE SHEET PILE DETAIL
GATE STRUCTURE 08 I
o ? o a +
PERIMETER FENCE, SEE FENCING D DRIVEN SHEET PILE CONTROL JOINTS (TYP I m
.) I
(SEE SHEET 121 TRANSITION, , CUTOFF WALL }
DETAIL, SHEET 12

I-X X-X X-I-X-Y-/-' I ` OPERATOR DECK r[-X-Y-I-1
I
Y

? ( I
(BEYOND) l
-
-
-M-M
1 I I 1 I II
ANTENNA TOWER
(SEE NOTE 2)
?
RASED CONCRETE
_? I II
I I I I
LADDER RUNGS 1 X
II ?- I)
I I I I
I X- X- X-
I I
I I i o
E
-?
I
I

I
I
ANTENNA SUPPORT r--- --
BLOCK
/ I
II
I EMBEDDED INTO I II II
II
II II SLIDE GAPE 1
II I
II I Og WATERWAY In I
?I HANDRAIL
(SEE SHEET 12)
I I CONCRETE II II II II I I

m I I
RIPRAP
RIPRAP
o
I
BASE COURSE, I I ,
BEDDING AND SAND 1
SUB-BASE COURSE, I FILL NOT SHOWN FOR o
AND SAND FILL NOT I
SHOWN FOR C
ARITY I 11
I - 1 JI I TRASHRACK/ CLARITY
SECURITY GRATE w
L
_
1'-0"
` I I I I
I II I I, . ?
I
I I
I (SEE SHEET 11)
.
.
o E,
Z
5'-9"
I. I
I !
I 1
1 "I I
N
I _ I I. i
I t I -
I I I I I I I ? I I '
---, ,--? ,^--. ,---, ,-1 '-- ,---, ,--II I ^- . -- ,--• ^--
k
/ Ct SLIDE GATE) i 9'-7" 4'-63"
DRIVEN
SHEET PILE
I I N
1 4
CUTOFF WALL J STRUCTURE CONTROL POINT
HANDRAIL n N. 523,243.26
(SEE SHEET 12)J/ E. 1,998,137.10 J
BOTTOM OF TRASHRACK/I EL 167.00
SECURITY GATE STRUCTURE PLAN SLIDE GATES
0 4 B 12
EL. 227.0 SCALE IN FEET
PERIMETER FENCE NOT SHOWN
? BT-8 SPILL 3 SEE GATE DETAIL
I GATE STRUCTURE 13
GALVANIZED STEEL OPERATOR DECK SLIDE GATE SUPPORT WALLS
ANTENNA TOWER (BEYOND) (TYP.) (BEYOND)
I 1
I
LADDER RUNGS
I
EMBEDDED INTO
CONCRETE I i II j
(SEE SHEET 10)-------------------- -- I F----------- -
--- -
ACCESS ROAD 6" CRUSHED AGGREGATE r _
(SEE SHEET 4) ----- -----------Y---?-- r---- ----r 1 -r---r ----------- ---- -
EXISTING BASE COURSE OVER 15" l ) l I J I I
GROUND CRUSHED AGGREGATE 1 I I I r
-- SUB-BASE COURSE I r

H7 STRUCTURAL

FILL
BACK
-SAND FILL
LIMITS OF-/'
??
EXCAVATION
EL. 169.5
r'n•n
rr ?
Ir J.
1
08

/
-------------------------------
25'-0"
7-0 j j I I
`?_ -? -?--- I ---I I _
26'-3"
EL 182.0
EL 178.0
-TRASHRACK/SECURITY GRATE NOT
SHOWN FOR CLARITY
F18" RIPRAP OVER 6"
RIPRAP OEODING
A
O6
PERIMETER FENCE
(SEE SHEET 12)
BACKFILL TO
MATCH EXISTING
GROUND
--- EXISTING
GROUND
-------------
-gL- 173...00-
STRUCTURAL NJ <
-SAND FILL FILL N/ ?'?
`N 4 ???>
lll??? ? JEE 167.0
LTYPE "F" THIMBLES I L =="? %\%i -/
> : z
`SLIDE GATES NOT
SHOWN FOR CLARITY I 2 SEE DETAIL
CONTROL JOINTS (TYP.) 05
DRIVEN -/ CUTOF
50'-0" IN FLOORS AND EACH WALL
rCUTOFF SHE WALL ET PILE (BEYOND) I ----------------------------------------------------
----------t 25'-0"
STRUCTURE PROFILE A
Ds
0 4 8 12
SCALE IN FEET
FINAL DESIGN TEM HKB POPE AIR FORCE BASE
DRAFT FwA DESIGN SU9MfTTAL TEU 5/21/04
FAYETTEVILLE, NORTH CAROLINA
INTERMEDIATE 60% 0x SUBMITTAL MITTAL TEM 10/10/03
PRELIMINARY DESIGN SUBMITTAL (30x) TEM 10/10/03
DESORIPTION OF REVISION MY DATE
IFKJM
U?V===r
Amber Oaks
9400 Amberglen Boulevard
Aastin, TX 78729
512-454-4797
0
I
co
1. PLACE 6-INCH PVC WATERSTOP ACROSS FOOTING
CONTROL JOINTS.
2. ANTENNA TOWER TO BE A PRE-FABRICATED UNIT
(GLEN MARTIN ENGINEERING OR APPROVED EQUAL).
ocvcxm: TEM
WARNING 8T-8 SPILL GATE STRUCTURE
a ,L6
e 1
® aeci¢a HK8
I -CJ
I
I
I
I
I
I
EL 157.75
I
FINAL DESIGN
FAYETTEVILLE, NC
IF THIS gaR DOES - gym: STRUCTURE PLAN AND PROFILE
NOT MEtSURE 1' Z-WECT uuuc
THEN DRAWING IS MTZ
NOT TO SCPLE d• 6/25/04
...- A
RC11ECr 22275649
IG
6
SHEET 6 OF 17
20'-0"
1'-3"
9'-3" 1 1 9'-6"
FENCE SEE DETAIL 1
EL. 182.0 FOR FENCE 12
EL. 181.16 p: MOUNTING
D'-6"
CJ If—
TRASHRACK/
SECURITY GRATE A
!
(SEE SHEET 11) EL 178.0
\ v e 1V° e" ° / -OPERATOR DECK
a
84"x72" SLIDE
GATE (TYP.)
EXISTING
GROUND 5'-0"
a
STRUCTURAL 2 SLIDE GATE
BACKFlLL WATERWAY REINFORCEMENT
rn
--- o n NOT SHOWN
I RIPRAP AND BEDDING
------__ v (SEE SHEET 4)
EL. 167.0 ' 1 - --- -- --
1
LIMITS OF
EXCAVATION 3 vv'i'?-:/
'x j
x /N
1'-0"
P. I SEE FLUSH
BOTTOM DETAIL 1
'0
u
EL
° STRUCTURAL F
(SEE NOTE 1)
SECTION e
O6
0 2 4 6 8
SCALE IN FEET
2' COMPACTED BACKFlLL
ABOVE PIPE CROWN -,

6" BEDDING MATERIAL
BACKFlLL FOR PIPES
D 4 8 12
SCALE IN FEET
FINAL DESIGN
PERIMETER FENCE
20'-0"
13'-6"
2'-0" 2'-0" a
6" AGGREGATE BASE COURSE OVER a
HANDRAIL (LEFT 12? U
ABUTMENT ONLY) 15" CRUSHED AGGREGATE SUB-BASE z
COURSE (LEFT ABUTMENT, SHOWN), 18" a
HEIGHT OF 71" RIPRAP OVER 6" RIPRAP BEDDING i0 w
I
BACKFlLL VARIES (RIGHT ABUTMENT) m
•
----- --- ------ -?
J?IIL A7' V
ZBACKFILL ve,
Z CU SAND FILL CJ t LBACKFILL
h 7l' •C o 7
EL 167.0
'\iAAj/AAj?\j.-
^:N
n REINFORCEMENT
SECTION e NOT SHOWN
O6
STRUCTURAL FILL 0 2 4 6 8
(SEE NOTE 1)
SCALE IN FEET
DRIVEN SHEET PILE
o a CUTOFF WALL (TYP.)
`0 EL. 182.0
d.
1'-3" OPERATOR DECK
eg
EL. 178.0
CONCRETE WALL
AT BOX SECTION
PERIMETER FENCE
HANDRAIL `o CJ
8*0 P CULVERT (SEE SHEET 12)
e a SECURE FENCE TO
V-3" EMBEDDED SS EYE BOLTS
EL. 173.0 a; 5'-0" (SEE DETAIL 2, SHEET 12)
V-3"
TRASHRACK/SECURITY
GRATE (SEE SHEET 11 a
3/8" ROUND
WELDED AT AL
MAX. OPFNING
UPSTREAM PIPE GRILL 2
NOT TO SCALE 04
L EXISTING GROUND
EL 173.0
1 I CJ 3° 0 PVC
viiii
DRAINS 1 I
EL. 167.0 if a 2 -3.
REINFORSHWN
NOT OCEM ENT
Lq a ? p..= p..a ,R ?. ......E a T
SECTION /D NOTES
O6 1. IF NECESSARY, PLACE AND COMPACT
0 2 4 6 8 STRUCTURAL BACKFlLL TO BRING
STRUCTURAL FILL FOUNDATION TO GRADE PRIOR TO PLACING
(SEE NOTE 1) SCALE IN FEE CONCRETE FOR SPILL CATS STRUCTURE.
_
FINAL DESIGN TEM 6/30/04 Y1i
DRAFT Emu DESIGN SUBEIITTAL TEU 5/21/04
INTERMEDIATE 6Dx SUBMITTAL TEU 10/10/03

RELIMINARY DESIGN SUBMITTAL (307.)

EM

8/13/03 WARNING awn: TEAL ?TLS
BT-8 SPILL GATE STRUCTURE FAYErTEVILLE, NC REVISION Q
U #ff .4k i a 0 1 -6
POPE AIR FORCE BASE ® M`Ea'? RKB -PROJECT .a 22235649
FAYETTEVILLE, NORTH CAROLINA Amber Oaks IF THIS BAR DOES rz STRUCTURE SECTIONS """'"` 7
9400 Amber glen Boulevard NOT MEASURE 1' PRQIELT ywicER:
lwstin, TX 78729 THEN DRAWING IS MTZ AND DETAILS
DESCRIPTION OF REVISION 9r DATE 512-454-4797 NOT TO SCALE DAs 6/30/04 SHEET 7 OF 17
PERIMETER FENCE
(SEE SHEET 12) V-0" ^ 7 CONTROL JOINT
?Ct BT-8 SPILL GATE STRUCTURE
4'-6" I 4'-6" ,-CONTROL JOINT
EL. 178.0
JOINT 11\ REINFORCEMENT
NOT SHOWN
SEE COLUMN
Tp SUPPORT DETAIL 3
5'-0" Da
'Io
I, CJ CJ
Iq
EL. 167.0
e ? `1 0 ° o I:
?-CONTROL JOINTS-'
SECTION E
06
0 2 4 6
SCALE IN FEET
REINFORCEMENT
NOT SHOWN
ea
ZSAND v° SEE WATERSTOP DETAIL
FILL V-3"
6" PVC WATERSTOP
CONTROL JOINT
DETAIL
O6
0 2 4 6
SCALE IN FEET
FINAL DESIGN
DRAFT FINAL DESIGN SUBMITTAL
INTERMEDIATE 607. SUBMITTAL
PRELIMINARY DESIGN SUBMITTAL (3OS)
DESCRIPTION OF REVISION
DATE
REINFORCEMENT
NOT SHOWN
V?,

CJ
I ?

'.
, /AND
FILL
f I ° p
e ° b
6" PVC WATERSTOP
CONTROL JOINT
DETAIL 2
O6
0 2 4 6
SCALE IN FEET
POPE AIR FORCE BASE
FAYETTEVILLE, NORTH CAROLINA
umll
Amber Oaks
9400 Amberglen Boulevard
Austin. TX 78729
512-454-4797
I
-0" o
I
REINFORCEMENT
NOT SHOWN
1'-0"
COLUMN SUPPORT DETAIL r3
oe
0 1 2 3
SCALE IN FEET
2'-O"
p
INSIDE FACE
OF FLOW 3' SLOTTED
CHANNEL PVC PIPE
(SEE NOTE 1)
V a rp
Q n a v e
° e
`- REINFORCEMENT
DRAIN PIPE SECTION F NOT SHOWN
07
0 2 4 6
SCALE IN FEET

PZ22 STEEL SHEET
PILE SECTIONS
TYPICAL PVC WATERSTOP DETAIL
11, oe
NOTES:
1. SLOTTED PVC PIPE LOCATED AT THE BOTTOM, DOWNSTREAM
CORNER OF THE LEFT AND RIGHT CONCRETE BOX SECTIONS.
LOCATE THE PIPES ON THE INSIDE (CHANNEL) SIDE OF THE
BOX CULVERTS TO DRAIN WATER COLLECTED IN THE BOX
SECTIONS.
FINAL DESIGN
WARNING DE- TE, ST-8 SPILL GATE STR
R RenvoN

e R

olu+m: TLS
UCN
E FAYETTEVILLE NC Q
J
CHEC?:. HKB RRWECT 22235649
IF THIS BAR DOES
' PIDR R STRUCTURAL DETAILS
NOT MEASURE 1 FR.- -Ea
THEN DRAWING IS MTZ
NOT TO SCALE _ 6/25/04 SHEET 8 OF 17
SHEETPILE DETAIL
0 2 4 6
SCALE IN FEET
#601'-0'
EL. 173.0
#6x -/2'-4-012
4"
EL. 167.0
#6®1'-OJ
u ?
FINAL DESIGN

W FINAL DESIGN
S -
f DRAFT FINAL DESIGN SUBMITTAL
AT INTERMEDIATE 607 SUBMITTAL
PRELIMINARY DESIGN SUBMITTAL (30X)
w 5 RLY CfSCRIRIpN O< RElASION
EL 182.0
h
#8Q6" A 1
EL. 178.0
1'-9" BENDS (TYP.)
PZ22 STEEL
SHEET PILE (TYP.)
SECTION
O6
0 4 8 12
SCALE IN FEET
V-3"
EL. 182.0
'. M
I
I
#8®6"
SEE BLOCKOUT OETAIL
n
#6m 1'-0" I
EL. 167.0
#806- t
#6x-/2'-4"©12
4"
SECTION e I SECTION c
09 09
0 4 8 12 0 4 8 12
SCALE IN FEET SCALE IN FEET
6/30/04 - POPE AIR FORCE BASE TV"
5/21/04 i. T[''V 14
10/10/03 <<'' FAYETTEVILLE, NORTH CAROLINA Amber oaks
10/10/03 9400 A'berglen Boulevard
Austin, TX 78729
DATE 512-454-4797
173.0
>1'-O"
EL. 167.0
EL. 173.0
601'-0"
#601'-0" #601'-0"
EL. 178.0 I /-#601'-0"
#6®1'-Dy V-#6®1'-O"
M
V12" LEGS 12" LEGS
N
SECTION D
09
n 0 4 8 12
N
SCALE IN FEET
NOTES;
1. SEE SHEET 10 FOR GENERAL STRUCTURAL NOTES.
2. ADJUST SPACING AS NECESSARY TO ENSURE 5-#8 AT THE
UPSTREAM FACE EXTEND VERTICALLY BETWEEN THE GATE
OPENINGS. MAINTAIN 3" OF COVER AT CONTROL JOINTS.
3. SEE SHEET 10 FOR ANTENNA MOUNTING DETAIL.
tt9a"m: Q
WARNING ET-8 SPILL GATE STRUCTURE FAYETTEVILLE" NC REV15*N
3
rn.N: TLS
a 0 1 CHECKED. HKB PROVECT 22235649
IF THIS BAR DOES MTZ REINFORCEMENT DETAILS
NOT MEASURE I" PRa1FCT-,,Ek 9
THEN DRAWING IS MTZ (SHEET 1 OF 2)
NOT TO SCALL wre 6/30/04 SHEET 9 OF 17
.7
BT-8 SPILL GATE STRUCTURE
6®1'-0 i #601'-0"
n
I
EL. 178.0
I I ? :a 1
i 1 I
SEE COLUMN
-0" SUPPORT DETAIL 1
A
1o I ? '
i
#'691'-0" #601'-0"
i I
EL. 167.0
a' 1 r a o
12" LEGS
SECTION E
\z6,/
0 2 4 6
SCALE IN FEET
ANTENNA TOWER
e c Q
aao -a,
c•:o
• • _ _ _ / • _ a_ QN.. _
1'-6" DA"
In HOOPS (T)P.)
ANTENNA TOWER MOUNTING
0 2 4 6
SCALE IN FEET
LADDER DETAIL
NOT TO SCALE
FINAL DESIGN
DRAFT FINAL DESIGN SUBMITTAL
INTERMEDIATE 60% SUBMITTAL
PRELIMINARY DESIGN SUBMITTAL (30S)
OESCPoGIgN OF REVISION
SECTION
V-0" 0
r#6
' REINFORCEMENT
al,, DOWELS
-0"
UPSTREAM
FACE
COLUMN SUPPORT DETAIL
10
0 1 2 J
SCALE IN FEET
NOTES:
1. ' A CLOSED CIRCLE AT THE END OF A BAR INDICATES A BEND WITH
THE BAR TURNED TOWARDS THE OBSERVER.
2. SPLICES SHOWN THUS z INDICATE A LAPPED SPLICE, NOT A BEND IN THE
BAR.
3. DIMENSIONS BETWEEN BARS ARE TO THE CENTERLINE OF THE BARS UNLESS
OTHERWISE SHOWN. CLEAR COVER DIMENSIONS ARE MARKED "CL".
4. PLACE THE REINFORCEMENT SO THAT THE CLEAR DISTANCE BETWEEN FACE OF
CONCRETE AND NEAREST REINFORCEMENT IS 1" FOR #5 BARS AND SMALLER, 2"
FOR #6 BARS THROUGH #8 BARS AND 3" FOR #9 BARS THROUGH #11 BARS.
PROVIDE 3" CLEAR DISTANCE FROM FACE OF CONCRETE FOR ALL BARS WHEN THE
CONCRETE IS PLACED AGAINST EARTH OR ROCK. CLEAR DISTANCE IS THE DESIGN
DIMENSION LINE. REINFORCEMENT PARALLELING CONSTRUCTION JOINTS SHALL HAVE
A MINIMUM OF 2" CLEAR COVER.
5. UNLESS OTHER RADIUS BENDS ARE INDICATED ON THE DRAWINGS, ALL
REINFORCEMENT REQUIRING BENDING SHALL BE BENT AROUND A PIN HAVING THE
FOLLOWING DIAMETER:
DIN n1A1/CTCG IM IAIrurc
BAR NO. 3 4 5 6 7 8 9 10

STANDARD BENDS
2 1/4
3
3 3/41
4 1/21
15 1/4
6
9 1/2
10 3/4 q
STIRRUP AND TIE BENDS 1 1/2 2 2 1/2 4 1/2 5 1/4 6 - - 6. REINFORCEMENT MAY BE ADJUSTED LATERALLY TO MAINTAIN A CLEAR DISTANCE OF
AT LEAST 1" BETWEEN THE REINFORCEMENT AND WATERSTOPS, ANCHOR BOLTS,
FORM TIES, THIMBLE AND OTHER EMBEDDED MATERIALS.
7. BAR SUPPORTS, SPACERS, AND OTHER ACCESSORIES ARE NOT SHOWN ON THE
DRAWINGS. THE RECOMMENDATIONS OF THE ACI DETAILING MANUAL-1988, OR
OTHER APPROVED SUPPORTING SYSTEM MAY BE USED.
8. UNLESS OTHERWISE SHOWN FOLLOW THE RECOMMENDATIONS ESTABLISHED BY THE
AMERICAN CONCRETE INSTITUTE'S 'MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315".
9. SPLICE LENGTHS SHOWN ON THE TABLE ON THIS DRAWING ARE FOR CLASS B
SPLICES IN ACCORDANCE WITH ACI 318-02. SPLICES OR DEVELOPMENT LENGTHS
OTHER THAN THOSE SHOWN IN THE TABLES MUST BE DETAILED ON THE
REINFORCEMENT DESIGN DRAWINGS.

WARNING aEV Nm T,,

25/04
° uwN:
TLS
21/04 ?
i POPE AIR FORCE BASE .. ® aacan HN8
FAYETTEVILLE
NORTH CAROLINA ?R m
10/03 , Amber Oaks IF THIS BAR DOES MR
/13/03 9400 Amberglen Boulevord
A
ti
TX 78729 NOT MEASURE I'
THEN DRAWING IS MWECT -Ek
MTZ
DATE us
n,
512-454-4797 NOT TO SCALE w_ 6/25/04
AFn1'_n•
SECTION A
0
0 1 z 3
SCALE IN FEET
10. THE MINIMUM LENGTH OF LAP FOR SPLICING PARALLEL BARS SHALL BE
GIVEN IN THE APPLICABLE TABLE (REINFORCEMENT TABLE). SPLICES SHALL
BE STAGGERED TO GIVE 24 INCHES CLEAR BETWEEN ENDS OF ADJACENT
SPLICES. BARS SPLICED BY NONCONTACT LAP SPLICES SHALL NOT BE
SPACED TRANSVERSELY FARTHER APART THAN ONE-PFTH THE REQUIRED
LAP SPLICE LENGTH, NOR 6 IN. WHEN REINFORCING BARS OF DIFFERENT
SIZE ARE TO BE SPLICED, THE LENGTHS OF LAP SHALL BE GOVERNED BY
THE SMALLER DIAMETER BAR. SPLICES ARE TO BE MADE SO THAT THE
REQUIRED CLEAR DISTANCES TO FACE OF CONCRETE WILL BE MAINTAINED.
REINFORCEMENT TABLE
f?=4000 psi f„=60.000 osi

BAR
SIZE MINIMUM
TO LENGTH OF LAPPED
SPLICE (INCHES) DEVELOPMENT LENGTH
(Ld) (INCHES)
BAR SPACING
(INCHES)
TOP
BARS'
OTHER
BARS
TOP
BARS'
OTHER
BARS
3 3 24 19 19 15
4 3 33 25 25 19
5 3 41 31 31 24
6 4 49 37 37 29
7 5 71 54 54 42
8 5 81 62 62 48
9 8 91 70 70 54
10 9 102 78 78 60
11 10 113 87 87 67
'TOP BARS ARE HORIZONTAL BARS IN BEAMS AND SLABS
SO PLACED THAT MORE THAN 12' OF CONCRETE IS
CAST IN THE MEMBER BELOW THE BAR.
" SPLICES MUST BE STAGGERED
05% DESIGN
87-8 SPILL GATE STRUCTURE FAYET1EVIllE, NC REVISION 3
PNOJECT 22235649
REINFORCEMENT DETAILS -I: 10
(SHEET 2 OF 2)
SHEET 10 OF 17
12" LEGS
3/A• DIA
POLYPROPYLENE RUNG
CONCRETE FACE
N
NI "
L
7" 6"
ISOMETRIC

PERIMETER FENCE NOT
Ck SLIDE GATES SHOWN
LADDER RUNGS
EMBEDDED INTO
CONCRETE FL SPILL GATE STRUCTURE Q
HANDRAIL
(SHEEP 12)
DRIVEN SHEET PILE
CUTOFF WALL
47'-6"
SEE BOLTING
EL. 182.0 DETAIL 1, THIS SHEET
TOP OF
TRASHRACK EL. 182.0
-TOP OF EL. 181.16
TRASHRACK/SECURITY >
GRATE, EL 181.16 EL 178.0
EL. 173.0
2 SLIDE GATE
EL 167.0 3'-2 WATERWAY
EL. 167.0 A 1
REINFORCEMENT
NOT SHOWN
SEE BOLTING
DETAIL 1, THIS SHEET
SECTION a
11
0 4 8 12 16
SCALE IN FEET
2" TRASHRACK BARS
TOP OF TRASHRACK/
SECURITY GRATE
LBACKFILL
NOT SHOWN NOT SHOWN SHOWN
.............. --------------------------------------------
TRASHRACK ELEVATION
0 4 8 12 16
SCALE IN FEET
EL 182.0
? v
4
O
EL. 161.16' EPOXY ANCHOR
P' v
g
TRASHRACK/
SECURITY GRATE D REINFORCEMENT
NOT SHOWN
r v
CUT MOUNTING ENDS OF
TRASHRACK GRATING TO BE
FLUSH WITH HORIZONTAL AND
VERTICAL FACES -\
>o D' a
c ^A a
BOLTING DETAIL
0 4 8 12 16 1
SCALE IN INCHES
WELD AT ALL JOINT'.
:NDS OF STEEL RODS
0 BE FLUSH WITH
3AR FACES
1" STEEL ROI
in
•I ? n

0
0
I ?
0
4' CLEAR BOTTOM OF TRASHRACK/
4" C SECURITY GRATE
4'-D"
TYPICAL TRASH RACK /SECURITY GRATE PANEL
(9 REQUIRED)
0 2 4 5
SCALE IN FEET
5'X1/2" STEEL PLATE
4"X1/2" TRASHRACK
TOP CONNECTION DETAIL
4"X1/2" TRASHRACK
BARS
BOTTOM CONNECTION DETAIL SIDE VIEW
0 3 6 9 12
SCALE IN INCHES
NOTES:
1. THE TRASHRACK AND PERIMETER FENCING SHALL CONFORM TO MIL
HANDBOOK 1013/10,-DESIGN GUIDELINES FOR SECURITY FENCING,
GATES, BARRIERS, AND GUARD FACILITIES". 95% DESIGN
Z?s
W? ° "fDi T Nensax
micm

WARNING S

ST-8 SPILL GATE STRUCURE FAYETTEVILLE, NC
Q
2
U L
BRAT FlNAL DESIGN SUBMITTAL TEM
TEM

k
5/21/04

OPE AIR FORCE BASE
1 1
11
R

lc?

TZ

ROJECT 22275649
Al
INTERMEDIATE soz suBMmu
10/10/03
I- FAYETPEVILLE, NORTH CAROLINA
,'
a <r Oar
E Hls BAR Boa
MTZ
TRASHRACK SECURITY GRATE

PRELIMINARY DESIGN SUBMITTAL (303)
08/13/03
9400 Amberglen Boulevard
NOT MEASURE S
1'
THEN DRAWING IS
ma¢r uwMT7
ER,
MT7
REV DESCRIPTION BR REanOx .Y DATE Dustin. TX 78729
512-454-4797 NOT TO SCALE °"'A 5/21/04 SHEEP 11 OF 17
4"X1/2" TRASHRACK BARS
1" DIA. STEEL RODS
SIDE VIEW
DST
TYPICAL FENCING
NOT TO SCALE
I?-
kND &
R
HORIZONTAL BRAC
RAIL & 3/8"0 TRI
ROD
END PC
c
'v
F'
PERIMETER
R DECK
FOOTING
S All 2
12
3"0 WEEP HOLE
GATE OPENING CONTROL JOINT
FENCE TRANSITION DETAIL
NOT TO SCALE
BANDS AND
IER BAR AT
DE
5/8" HOLE FOR 1/2' DIA. SS
SEE DETAIL 1,
THIS SHEET
TYP.r
CKAINLINK MESH (NOTE 2)
I
1 1/2" DIA. SCH 40
PIPE RAILS, HOT DIP
GALVANIZED
m 6'-0" MAX. SEE DETAIL
2
IL
? - D ?Q d? ,-.p D o
a A'
.9 a` P c 0
D n
6 REINFORCEMENT
NOT SHOWN
HANDRAIL WITH CHAIN LINK MESH DETAIL
NOT TO SCALE
(SEE NOTE 6)
CHAIN LOCKING SYSTEM
NOT TO SCALE
TYP
THREADED ANCHORS 7"
LONG WITH 6" EMBEDMENT,
USE HIT HY150 ADHESIVE
SYSTEM, HILTI OR EQUAL
1/2 " DIA. SCH 40
fYP.) HOT DIP GALVANIZED
1/4" STEEL PLATE HOT DIP
GALVANIZED
HANDRAIL SUPPORT BRACKET
NOT TO SCALE D6,m
NOTES:
1. WHENEVER UNEVEN GROUND (BOTTOM OPENING LARGER THAN 2 INCHES) IS
((( TENSION WIRE ENCOUNTERED, FILL IN BELOW FENCE WITH ADDITIONAL STRANDS OF
3'-0" / BARBED WIRE AT 4-INCH SPACING.
II 2. ATTACH FABRIC TO ALL FENCE AND GATE STRUCTURE AT 12" INTERVALS
VERTICALLY AND AT 20' HORIZONTALLY.
CHAIN 3. DIMENSIONS OF EXISTING CHAIN LINK ACCESS GATE INCLUDING POST
EMBEDMENT DEPTH ARE UNKNOWN. ACTUAL FIELD DIMENSIONS REQUIRED TO
COMPLETE THE WORK SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
DEVELOPMENT OF SHOP DRAWINGS.
4. PROVIDE, FABRICATE, AND INSTALL CHAIN LINK FENCE AND CHAIN LINK FENCE
SS EYE BOLT WITH VEHICLE GATE COMPONENTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE
DETAIL 2
90' BEND (TYP) TECHNICAL SPECIFICATIONS. ALL FENCING STEEL MATERIALS TO BE HOT-DIPPED
GALVANIZED AFTER FABRICATION.
12
0 t' 2 4' 6' 5. CAST SS EYE BOLTS IN CONCRETE TO SECURE BASE OF FENCE. THIS
INCLUDES VERTICAL CONCRETE SURFACE AT TRANSITION TO OPERATOR DECK.
6. PADLOCK TO CONFORM WITH MIL-HDBK-1013/10 AND RR-F-191/2 AS AN
APPROVED GENERAL FIELD SERVICE PADLOCK. ADDITIONALLY, PADLOCKS TO
HAVE A REMOVABLE CORE.
FINAL DESIGN
o<sR?m; TEN REVISION

WARNING

uuwx:
BT-8 SPILL GATE STRUCRIRE FAYETTEVILLE, NC Q
3
FINAL RESIGN TE4 6/25/04
um o e i TLS

E
DRAFT FINAL DESIGN SUBMITTAL
TEM
5/21/04 POPE AIR FORCE BASE
g ;r4 ® ?E HKB RRWECr 22235649

'

Al

INTERMEDIATE 607. SUSMOTAL

TEY

10/10/O} ?
FAYETTEVILLE, NORTH CAROLINA

lvnber Oaks

IF THIS
DOES

R

TYPICAL FENCE D
T uunxc

w
?

PRELIMINARY DESIGN SUBMITTAL (}p/,)

TENT

OB/I}/O}
9400 Amber len Bwlward
94.00 TX 78729
NOT MEASURE 1'
MEASURE
THEN DRAWING IS WELT._
maEtr EA;
TAR AILS
E 12
5
= REV DESCRIPTION OF aMSwN By atE 512-454-4797 NOT TO SCALE a'G 6/25/04 SHEET T 2 OF
17
1L-FUUI CHAIN UNK FENCE VEHICLE GATE
NOT TO SCALE
END POST
84" WIDE x 72" TALL SLIDE GATE
SLIDE GATE DETAIL3
SEE NOTE 1 06
NOT TO SCALE
R[iM
FLUSH BOTTOM DETAIL
0 4 8 12 07
SCALE IN INCHES
NOTES:
1. MOUNT FRAME OF SLIDE GATE TO TYPE "F" THIMBLE CAST INTO CONCRETE
WALL.
2. DIMENSIONS OF BLOCKOUT MAY VARY IN ACCORDANCE WITH THE GATE
MANUFACTURER'S RECOMMENDATIONS.
3. SEE THE TECHNICAL SPECIFICATIONS FOR DETAILS REGARDING THE ELECTRIC
MOTOR—OPERATOR.
FINAL DESIGN
i
POPE AIR FORCE BASE
+.. ' FAYETTEVILLE, NORTH CAROLINA
mar
_
Amb- oaks
9400 Amber len Boulevard
Austin. m 76729
512-454-4797
WARNING
D 0 t
®
IF THIS BAR DOES
NOT MEASURE 1'
THEN DRAWING 15
NOT TO SCALE
o scNm: TEM
BT -8 SPILL GATE STRUCTURE FAYETTWLLE, NC
REVISION Q
3
FINAL DESIGN TEM 6/30/04
owwN: ns
DRAFT FINAL DESIGN SUBMITTAL TEM 5/2vD4
ChECKC: HKB
GATE INSTALLATION DETAILS
PROJECT 22235649
Q INTERMEDIATE 607. SUBMITTAL TEM 10/10/03
m
MTz
13
SHEET 13 OF 17
PRELIMINARY DESIGN SUBMITTAL (3C%) TEM 08/13/03
MOJECT y ER:
MTZ
DESCRIPTION OF REVISION er DATE
6/30/04

s
i
a
3
Y
'e
9
PC -1
--------------------------------------- ------------------------------------
% % T_ %-4- X %_ % % % I X— X_ X— %— X. X— T_ X— X— %
Power Conduit
1
X- %- X- X- X X- X- X- %- X --f- X- %- X- %- X- X- X- %- X- }
i
I 1 1
Monaco Antenna I
Mount at Mid I 1
Tower Elevation
Power/Control Cabinets I Monaco Antenna
2" Conduit Standoff
10' Height
ACT 1 ACT 2 ACT 3 ACT 4 ACT
1
SFF
1 � 1
I+ i
c
m
rTAII A I
SPC -10
Conduit to Camera/Flood Light
I
M M M M M CC -13
—-----AST ACT ACT ACT A'T
I SS PC -7 SS PC -7 S PC -7 SS PC -7 S PC -7 I
FINAL DESIGN
DRAFT FlNAL DESIGN SUBMITTAL (1002)
DESCWPLION OF REVI510N
RISER DIAGRAM
(VIEW FACING SOUTH)
DATE
POPE AIR FORCE BASE
FAYETTEVILLE, NORTH CAROLINA
BT -8 SPILL GATE
DESIGNATION
C_1
L
cc
PC -6
CC -1--1
PC–
CC -1
PC -4
CC -1
PC -3 CC -12
POLE MTD XFMR SEC. (EXISTING)
SAFETY SWITCH SS -1
I
4C#1, 1C#1 CND
-1
— ——
PC -2
SAFETY SWITCH SS -1, LOAD SIDE
POWER PNL. PP -1
— — J
4C#1, 1C#1 GND
208 VAC, 3 PH. INCOMING POWER
PC -3
POWER PNL. PP -1
BT2-7B
1-1/4'
PSM
208 VAC, 3 PH. PWR. TO ACTUATORS
PBM
PC -3
PBM
1-1/4"
12C#10, 4C#10 GND
208 VAC, 3 PH. PWR. TO ACTUATORS
PC -5
BT2-7A
PC -6
1"
PP -1
208 VAC, 3 PH. PWR. TO ACTUATORS
SS -1
PC -5
PC -7
3/4"
6C#10, 2C 10 GND
208 VAC, 3 PH. PWR. TO ACTUATORS
PC -7
PC -3, PC -4, PC -5, PC -6
GATE ACTUATORS 1-5
3/4"
3C#10, 1C 10 GND
Q
PC -8
POWER PNL. PP -1
PC -9
1"
3C#12, IC#12 GND
120 VAC PWR. TO MONACO BT2-7A & B
PC -9
PC -8
I CC -12
6C#12, 2C}12 GND
120 VAC PWR. TO MONACO BT2-7A & B
PC -10
POWER PNL. PP -1
VIDEO J -BOX
3/4"
2C 12, 1C 12 GND
120 VAC PWR. TO VIDEO PWR. SUPPLY
PC -11
VIDEO J -BOX
LIGHTS AT CAMERA
3/4"
2C#12, 1C#12 GND
120 VAC PWR. TO CAMERA LIGHTS
CC -1
GATE 1-5 MOV PBM
GATE ACTUATORS 1-5
1"
20014
CONTROL WIRES TO GATE ACTUATORS
R
CC -3..7
GATE 1-5 MOVE PBM
1"
20C 14
CONTROL WIRES TO CATE ACTUATORS
CC -3
-2
CC
CC -2
CC -2
CC -4
CC -3
CC -2, GATE 2
1-1/2'
26C#14
CONTROL WIRES
CC -5
CC -4
CC -2, GATE 3
1-1/2"
6C#14
CONTROL WIRES
CC -6
CC -5
CC -2, GATE 4
1-1/2"
PC_,
CONTROL WIRES
CC -7
CC -6
CC -2, GATE 5
CC -7
cc- IS
CC -5
-9
-
III
1-1/2"
54C#14
CONTROL WIRES
CC -9
CC -3
CAMERA
1-1/2-
Pc -9
PWR., CONTROL, & COAX TO CAMERA
CC -10
VIDEO J -BOX
4
—
— — —
— — —
— — — — — — — — — — —
VIDEO XMTR
POWER/CONTROL
3/4"
COAX TO ANTENNA
CC -12
CABINETS–�
LIGHTING ARR. LA -1
3/4"
PC–
COAX TO LA -1 (2 PLACES)
/
LIGHTNING ARR. LA -1
ANTENNA, A-1
3/4"
PROVIDE MOUNTING
RACK WITH GALVANIZED
STEEL FRAME/SUPPORT —�
RACK FOR PANELS &
CONDUIT.
FINAL DESIGN
DRAFT FlNAL DESIGN SUBMITTAL (1002)
DESCWPLION OF REVI510N
RISER DIAGRAM
(VIEW FACING SOUTH)
DATE
POPE AIR FORCE BASE
FAYETTEVILLE, NORTH CAROLINA
BT -8 SPILL GATE
DESIGNATION
FROM
TO
COND. SIZE
CONDUCTORS QTY SIZE
REMARKS
PC -1
POLE MTD XFMR SEC. (EXISTING)
SAFETY SWITCH SS -1
2"
4C#1, 1C#1 CND
208 VAC, 3 PH. INCOMING POWER
PC -2
SAFETY SWITCH SS -1, LOAD SIDE
POWER PNL. PP -1
2"
4C#1, 1C#1 GND
208 VAC, 3 PH. INCOMING POWER
PC -3
POWER PNL. PP -1
PC -4
1-1/4'
15C#10, 5C#10 GND
208 VAC, 3 PH. PWR. TO ACTUATORS
PC -4
PC -3
PC -5
1-1/4"
12C#10, 4C#10 GND
208 VAC, 3 PH. PWR. TO ACTUATORS
PC -5
PC -4
PC -6
1"
9C#10, 3C 10 GND
208 VAC, 3 PH. PWR. TO ACTUATORS
PC -6
PC -5
PC -7
3/4"
6C#10, 2C 10 GND
208 VAC, 3 PH. PWR. TO ACTUATORS
PC -7
PC -3, PC -4, PC -5, PC -6
GATE ACTUATORS 1-5
3/4"
3C#10, 1C 10 GND
208 VAC, 3 PH. PWR. TO ACTUATORS
PC -8
POWER PNL. PP -1
PC -9
1"
3C#12, IC#12 GND
120 VAC PWR. TO MONACO BT2-7A & B
PC -9
PC -8
BT2-7A, BT2-713
3/4'
6C#12, 2C}12 GND
120 VAC PWR. TO MONACO BT2-7A & B
PC -10
POWER PNL. PP -1
VIDEO J -BOX
3/4"
2C 12, 1C 12 GND
120 VAC PWR. TO VIDEO PWR. SUPPLY
PC -11
VIDEO J -BOX
LIGHTS AT CAMERA
3/4"
2C#12, 1C#12 GND
120 VAC PWR. TO CAMERA LIGHTS
CC -1
GATE 1-5 MOV PBM
GATE ACTUATORS 1-5
1"
20014
CONTROL WIRES TO GATE ACTUATORS
CC -2
CC -3..7
GATE 1-5 MOVE PBM
1"
20C 14
CONTROL WIRES TO CATE ACTUATORS
CC -3
BT2-7A
CC -2, GATE 1
1-1/2"
46C#14
CONTROL WIRES
CC -4
CC -3
CC -2, GATE 2
1-1/2'
26C#14
CONTROL WIRES
CC -5
CC -4
CC -2, GATE 3
1-1/2"
6C#14
CONTROL WIRES
CC -6
CC -5
CC -2, GATE 4
1-1/2"
14C#14
CONTROL WIRES
CC -7
CC -6
CC -2, GATE 5
1-1/2"
34C#14
CONTROL WIRES
CC -8
CC -7
BT2-7B
1-1/2"
54C#14
CONTROL WIRES
CC -9
VIDEO J -BOX
CAMERA
1-1/2-
PWR., CONTROL, & COAX TO CAMERA
CC -10
VIDEO J -BOX
VIDEO XMTR
PWR., CONTROL, & COAX TO VIDEO XMTR
CC -11
VIDEO XMTR
ANTENNA A-2
3/4"
COAX TO ANTENNA
CC -12
MONACO BT2-7A & B
LIGHTING ARR. LA -1
3/4"
COAX TO LA -1 (2 PLACES)
CC -13
LIGHTNING ARR. LA -1
ANTENNA, A-1
3/4"
COAX TO ANTENNA (2 PLACES)
CONDUIT & CABLE SCHEDULE
NOTES:
1) SEE DRAWING 16 FOR ADDITIONAL DETAILS ON SSI.
2) WIRING GUTTER IS AN ACCEPTABLE ALTERNATIVE FOR CONDUITS AT RACK EXCEPT FOR CC -9 THROUGH CC -13.
3) ALL CONDUIT SIZES ARE MINIMUM SIZES FOR CONDUIT. LARGER SIZES ARE ACCEPTABLE IF CALLED OUT ELSEWHERE
IN THIS DRAWING PACKAGE.
4) SEE SPECIFICATIONS IN DIVISION 16 FOR ADDITIONAL INFORMATION REGARDING MATERIALS AND INSTALLATION.
FINAL DESIGN
WARNING
oEsicnen:DT
Drown:
BT -8 SPILL GATE STRUCTURE
FAYETTEVILLE. NC
REhvon
T
Q
UM
oT
DT
�i
a.cc�: EFB
HNaECT 22275649
Amber oaks
IF THIS BAR DOES
`l� 1
CONDUIT & CABLE
DETAIL
an�w�a
9400 ABoulevard
Austin. TX 78729
TX 7872
THEN DRAWINGIS
Pea""""""�
ELECTRICAL RISER
DIAGRAM
15
512-454-4797
NOT TO SCALE
o.Tc
6/25/04
SHEET 15 OF 17

NOTES:
1) CONTACTS SHOWN: VALVE CLOSED, VOLTAGE OFF, S/S HAND.
2) TORQUE SWITCH TC1 & T01 NC CONTACTS OPEN, AND
TC2 & T02 CONTACTS MAKE ON FIELD ADJUSTABLE MECHANICAL
OVERLOAD IN (C) CLOSE, OR IN (0) OPEN DIRECTION.
3) 0 &C (22-21) REVERSING CONTACTOR NC INTERLOCK CONTACTS
0 &C (14-13) MOMENTARY PUSHBUTTON NO SEAL-IN CONTACTS.
4 MOTOR THERMAL CONTACTS OPEN WITH EXCESSIVE TEMPERATURE.
5 POSITION INDICATOR PILOT LIGHTS, LED SOLID STATE
-OPEN INDICATES: FULL OPEN (RED)
-CLOSE INDICATES: FULL CLOSED (GREEN)
-MID-POSITION: BOTH OPEN AND CLOSE ILLUMINATED
6) POWER ON INDICATORS ONLY VISIBLE WITH COVER
OPEN FOR CONVENIANCE DURING MAINTENACE PROCEDURES.
7) CONTACTOR AUXILIARY CONTACTS ARE LOCATED ON EACH END OF
CONTACTOR. EACH CONTACTOR COIL HAS A SET OF NO AND NC
CONTACTS.
8) WIRING SCHEMATIC, TERMINAL NUMBERS, JUMPER NUMBERS AND
DEVICE DESIGNATIONS BASED UPON EIM CONTROLS WIRING
DIAGRAM M2CP-10 DATED 6.19.98. CONTRACTOR TO PREPARE
SUBMITTAL WITH CORRECTED DESIGNATIONS FOR SELECTED
EQUIPMENT.
9) SEE CONTROL 1/0 TABLE FOR 1/0 ASSIGNMENTS TO BT2-7 PANELS.
10) WIRING SHOWIN IS TYPICAL FOR FIVE GATES
11) GROUND SS-1 AS A SERVICE ENTRANCE DISCONNECT.
12) LOADS CALCULATED BASED ON 2HP MOTOR MAXIMUM. PREPARE SUBMITTAL
FOR ACTUAL HP AFTER SELECTED GATE ACTUATOR VENDOR DATA RECEIVED.
TC2
5 4 x2 2A
E V X II5V x l TS a OS iCSf
T02 P 1
TI 4
LT 17. 3 4
2 T3 y
'Ts
T

STOP HANOOREMOTE

o T1 5 - --- -? c x 12
CLOSE
L 7 I 9
S2 _
_

T

I 3
I 7
5. 11 SJ 12 RJ 1 0 IJ R2 0 C2
IJ =S414
{{++JJ
o SS TABLE OPEN ° 01 ro, 10
8
4 o
Io ?J x4
2

MOTOR
TNE-L
PROTECTOR
m
CI
2
21 21
R2 a C
R5 C x l z
sl x o a 1 ? 1 q22:
52 O o x
C2
t
sJ 0 0 X I Pe
$4 x o o II II Y xc ?.? xc Q
xo?
° L_ cRN Pm Alr PBJ
Y NIERNEDAIE WN'TACTS I - - - -
M LS Os fi TBM TTT?_ Awgw?l
P? SEEI/0TABLE D
oro+ I I I I IIIIII 17
? L7 E] ?E]E7I7 TJ(] Ell]
STOP CLOSED
PANEL NO. PP-1
206 1 l TC 100 euoc 4 unacc
CKT
SERVI
E T LOAD IN VOLT-AMP TRIP
NO C
O
A
B
C BKR.
SIZE
1 MOTOR ACTUATOR 1 (SEE NOTE 12) 901 20
3 901 20
s 901 20
7 MOTOR ACTUATOR 3 (SEE NOTE 12) 901 20
9 901 20
11 901 20
13 MOTOR ACTUATOR 5 (SEE NOTE 12) 901 20
1s 901 20
7 -KIL
901
20
19 MONACO BT2-713 240 15
21
23
25
27
29
31
33
35
37
39
41
LOCATED POPE AFB
000 NEMA 3R
0 ? 0\ 0
JI ? T
TIP LOAD IN VOL T-AMP Cam'
SIZE A 8 C SER?ICE TO NO.
-0 0- 20 901 MOTOR ACTUATOR 2 (SEE NOTE 12) 2
-0 0- 20 901 4
-0 0- 20 901 6
-0 0- 20 901 MOTOR ACTUATOR 4 (SEE NOTE 12) 6
--0 0- 20 901 10
-0
- 0- 20 901
4
1Y 12
1
1
-0 0- -0 0- 15 240 MONACO BT2-7A 14
-0 0- 15 50 CAMERA/XMTR POWER 16
-0 0- 15 500 CAMERA FLOOD LIGHTS 16
-0 0- 15 625 GFCI DUPLEX RECEP. 20

0-
-0
-0 0-
22
-0 0- 24
-0 0- 26

-0 0- -0 0- 30
-0 32
--0 0- -0 0- 34
-0 C_ 36
-0 0-- 38
-0 0- -0 0- 40
-0 0- -0 0-- 42
WIRE COLOR CODE: SUB-TOTAL
PHASE A-BLACK NEUTRAL-WHITE LOAD PER CND BUS
PHASE B-RED GROUND PHASE IN
-GREEN VA 2943 2703 2707
PHASE C-BLUE -
3P -) 20A
150A
SSI (SEE NOTE 11)
a
yt U
n iv
45 KVA (3 x 15KVA), 30 lJ.,
240/120 V SECONDARY (Y
(EXISTING) _
0
n
N_-]
4
J
SLUCE GATE 1
ACTUATOR
NEUTRAL BUS SUB-TOTAL
LOAD PER TDTAL PANEL
2667 1652 2302 PHASE IN LOAD IN VA 14510
POWER PANEL PP-1
2081120V, 30, 4W, BUS
3P ) 20A 3P ) 20A 3P 1201 3P 1204 1P 1151 iP ) 15A IP ) 154 IP l15A
Z

C2
0 Z
U
0 Z
U
o Z
C3
a
FOR 120J SYSTEMS
SEE PP-1 POWER
PANEL SCHEDUIF,
ABOVE
0 0 o a ENCLOSED

n -
n
n PACKAGE
(TYPICAL)
F J0.1A r
JJA? r
?TI
7BA I?
7BA
SAFETY SWITCH

i
M
I GATE ACTUATOR
- J
- L I u-J
L L u _
SLUCE GATE 2
ACTUATOR SLUCE GATE 3
ACTUATOR SLUCE GATE 4
ACTUATOR SLUGS GATE 5
ACTUATOR
7 0

- TOM - TERMINAL BLOCK IN MOTOR ACTUATOR
(ACT 1 THROUGH ACT 5)
PBM = REMOTE MOTOR CONTROL BOX
TERMINAL BOX (PBM1 THROUGH PBM-5)
BT2-7 = MONACO TRANSCEIVER BT2-7A OR BT2-78

INAL. DESIGN
WARNING ttv xm:
EHB BT-S SPILL GAT
T xrnsaN

E S
RUCTURE FAYETTEVILL
E, NC Q
1
°

POPE AIR FORCE BASE
® CKE
`?' EHB
MONACO FIR
PROJECT 22235649
E Q FINAL DESIGN ff6 6/25/04 FAYETTEVILLE, NORTH CAROLINA Amber Oaks IF THIS BAR DOES EAS E SYSTEM
ELE

w
?
DRAFT FINAL DESIGN SUBMITTAL
DT
5/21/04
9400 Amberglen Boulevard
T% 78729
lwstin
NOT MEASURE IS
THEN DRAWING Is
PRa¢t u-cm
JI CTRICAL DIAGRAM 16

'-
m
REV
OESCRIPIION OF RENSION
BY
DATE
_ .
512-454-4797 NOT TO SCALE
o+TC 6/25/04 ONE LINE/PANEL SCHEDULE
SHEET 16 OF 17
Q ACP crap ¢nn,NT
o ? R,a°A ,ate xaaw,.Exr n°?P PaxaT

ITEM Ott DESCRIPTION (ALL MANUFACTURERS ARE -OR COWLS ITEM OlY DESCRIPTION (ALL MANUFACTURERS ARE -OR EQUAL-)
1 2 CONDULEr. EXPLOSION-PROOF, -3/4- HUBS 6 I A /R SCH. 40 PIP GALV
CAOUSE-HINDS 'G 26 7 I fLDODUGMT, HP6. ENCLOSED k GASKEfED. WITH 2'
GABLE CONVECTOR I 2' MALE 6-:H TYPE 'CGS' EUPFiiTER MOUNT IOOW, 120V, GROUSE-HINDS
3 REDUCING BUSHING J 4'% 1 2' C-H TYPE 'RE' FlMY100 TAT-76-9FA6
4 1 CONDOR CLAMP 3 4' W SPRING NUT 8 1 UNNERSL BREATHER DRAIN, 3 4'% 1/2*
R CHANNEL SHAR P-1000 GALV.
CAMERA FLOOD UGHT 6
u
V-3"
WED
ITEM OTY DESCRIPTION (ALL MANUFACTURERS ARE 'OR EQUAL-) REM OTY DESCRIPTION (ALL MANUFACTURERS ARE 'OR EOUAL-)
1 2 COUPLING RGS SIZE AS REO'D. 4 I REDUCING BUSHING SIZE AS REO'D.
2 I CONCUR BEND 97LONG RADIUS RCS SIZE AS RE 'D.
3 1 PVC TO RGS ADAPTER SIZE AS REO'D.
3' ALL
AROUND
CONNECTION
I
1
4 ?
CONNECTION
1'-2'
IP OF GRADE 'I •.<°•.< °..< rv I 3' 9' 3'
2
J
0
I
iv
I ? I Rd>C?1 ? rerL?a arras ?A? T?IVfH t
0E
G7E1 RMYCMA X
x
I x l
=Fj R11Y= X I
X 1
GUE1 GZPCAG x
GZE2 FLMYCM4 x
C!TE2 t3= x
GME2 2M= x
GME2 RllYC3= x
C!TE2 FA311?i2E x
CWE2 G?BA?rtG x
G'ZE3 RllYC18J x
G!E3 V3= I I x
GME3 M= X1 I I
G!=3 FU1Ya= x
GMQ1 H3PUUE I xi
G!UE3 G!M0J ; I x
GnUE4 FLLLycg3q x I
GUE4 X1 I I
amA x I
=E4 RllYa= x
G V E 4 WffUQ_E I x I I
al E4 07170)N-,
I I x I
x
GVE5 v3=1 x I I
GME5 23a» x I I I I
CCTE5 RllYa?D
t
i
ff l xl -
I I
f?1E5 Ii3il0aE I --
l x f
=ES C1e [U ; .
X I
oA 8
3' A °
AROUND 3000 PSI
CONCRETE
PVC RCS ENVELOPE A= 2"
RED CONCRETE 1
B= 2° C 3000 PSI
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WARNING
POPE AIR FORCE BASE °®
c FAYETTEVILLE, NORTH CAROLINA
FINAL DESIGN ffR 6/25/06 Amber Oaks IF THIS BAR DOES
DRAFT FlNAL DESIGN SUBMITTAL DT 5/21/04 9400 Amberglen Boulevard NOT MEASURE I'
Austin, TX 76129 THEN DRAWING IS
DESCRWNON OF 13NSION er DATE 512-454-4797 NOT TO SCALE
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6/25/04 SHEET 17 OF 17
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Final EA for Spill Gate Construction
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERCOVE1ZN1,=TA.L PLEV W
STATE D'LJ MER: 04-E-0000-0030 F03
DATE RECEIVED: 07/29/2003
A=--r ILrSPONSE: 08/25/2003
Rr-VIEW CLOSED: 08/29/2003
MS RENEE CLEDHILL-EARLEY
CLEARINGHOU3E COORD
DEPT OF CUL RESOURCES
ARCHIVES-HISTORY BLDG - MSC 4617
RALEIGH NC ?i
REVIEW DISTRIBUTION C
CC4PS - DEM, NFIP S
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF CUL RESOURCES - - -
DEPT OF TRANSPORTATION
MID CAROLINA COG .
n
PROJECT INFORMATION
APPLICANT: Pope AFB Ct"
TYPE: National Environmental Policy Act f
ERD: tnvironmental Assessment /Finding of No Signiiicant Impact
DESC. Proposed action is to desaolish and reconstruct three existing spill gates and
construct one new spill gate at a fourth location on Pope AFB.
The attached project has been submitted to the N. C. State Clearinghouse for
intergovtrnmental review. Please review and submit your response by the above
indicated date to 1302 Mail Service Center, Raleigh NC 27699-1302.
If additional review time is needed, please contact this office :at [phone].
AS A RESULT OF' THIS REVIEW THE FOLLOWING IS SUBMITTED:
No cor ENT 1oZ11g
?i
CoM WNTS ATTACHED RAVG Q
03
SIGNED BY: S'at0 i0O
DATE?M,r ? ?IIf•' p 3 ZQOa
AUG 0 4 2003
U
6.0 List of Agencies and Persons Consulted and/or Provided Copies
G-1 S