20041359 Ver 1_COMPLETE FILE_20040816

NCDENR
North Carolina Department of Environment and
Michael F. Easley, Governor
Natural Resources
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
Cumberland County
DWQ Project No.041359
A Street Erosion Control
APPROVAL of 401 Water Quality Certification
U.S. Army XVIII Airborne Corps
XVIII Airborne Corps and Fort Bragg
ATTN:AFZA-PWBC
Building 3-1631 Butner Road
Fort Bragg, North Carolina 28310
Dear Colonel Bean:
WETLANDS /401 GROUP
SEP 2 1 2004
WATER QUALITY SECTION
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 250 linear feet of intermittent stream for the purpose of constructing of a permanent erosion
control device in a drainage network adjacent to "A" Street (Glider Road) on Ft. Bragg. The project shall
be constructed in accordance with your application dated 29 July 2004 (received August 16, 2004). After
reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3402. This certification corresponds to the Nationwide Permit 18 issued by the
Corps of Engineers. In addition, you should acquire any other federal, state or local permits before you
proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge
and Water Supply Watershed regulations. This approval will expire with the accompanying 404 permit,
unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit 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 the conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to perennial streams (now or in the future) exceed 150
linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7).
For this approval to remain valid, you must adhere to the conditions listed in the attached certification.
1.) Upon completion of the project, the enclosed "Certification of Completion Form" must be completed
and returned to notify DWQ when all work included in the 401 Certification has been finished. The
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043 One
Phone: [phone] \ FAX: [phone] \ Internet: ww.enr.state.nc.us/ENR/ NofthCarolina
An Equal Opportunity/ Affirmative Action Employer - 50 % Recycled \ 10 % Post Consumer Paper Naturally
Col. Gregory G. Bean, DPWBC
September 17, 2004
Page 2
responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division
of Water Quality upon completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please contact Mr. John Dorney at [phone], or Ken Averitte
in the Fayetteville Regional Office at [phone], ext. 722.
Si
/e ,
I
}':N Alan . Klimek, P.E.
t
AWK/PER/ka
AWK/PER/ka
Attachments
cc: Corps of Engineers, Wilmington Field Office
FRO, DWQ and DLR,LQS
Cyndi Karoly, 401 /Wetlands Unit
Central Files
Ft.brg.erosionNW18
MEMORANDUM
TO: John Dorney Regional Contact: Ken Averitte
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Fort Bragg: Erosion Control A Street
Project Number 04 1359
Recvd From APP
Received Date 9/16/04
Recvd By Region 8/23/2004
Project Type erosion control
Recommendation: pQ Issue O Issue/fond O Deny
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
1 s Stream O Y O N I 1 R-23 27-1 ?? 30.614. F- 250.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y OO N Did you request more info? Q Y * N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y0 N
Provided by Region: Latitude (ddmmss) 35.09.16
Longitude (ddmmss) 78.58.53
County Cumberland
County2
Region Fayetteville
Comments:
(Will hp isSUPrl in FRO)
"stream" in question is a severely degraded storm water channel. Although project may remove some
natural upland vegetation, stabilization of high energy storm water outlets warrants approval of this
project. Streams are intermittent at most, conceivably ephemeral,
cc: Regional Office Page Number 1
Central Office
Triage Check List
Date: Project Name: ro 5
DWQ#: © l3 ?7
County: 4
To: Sevin ? WaRO Tom Steffens
<J? ?_. FRO Ken A? WiRO Noelle Lutheran
? MRO Alan Johnson ?' WSRO Daryl Lamb
? RRO Mike Horan
From: Telephone : (919) 3
The file attached is being forwarded to'.pur for your evaluation.
Please call if you need assistance.
45:?_S_tream 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:

- StaMec
TO: North Carolina Division of Water Quality
Wetlands/401 Unit
2312 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
LETTER OF TRANSMITTAL
R 7 A
Date: 8/16/04 Job No. 70400405
Attention: John Dorney
Project No. FW-00069-2
A Street Erosion Control
Fort Bragg
G
WE ARE SENDING YOU

The following items:
[]Shop Drawings
[]Copy of Letter ® Attached via hand delivery
? Under separate cover via

®Prints
[]Specifications

f 13 59
[]Plans []Samples
[]Change Order ®Other
COPIES DATE NO. F DESCRIPTION
7 8/9/04 Complete set of plans and PCN's (see sheet 3 for stream impact & wetlands location)
1 7/29/04 Cover Letter from Department of the Army (Gregory G. Bean)
1 USGS map showing site location

WET

., 6 2004
WATER QU
THESE ARE TRANSMITTED as checked below:
®For Approval ®As Requested
?For Your Use ?For Review and Comment
[]FOR BIDS DUE 20
[]Reviewed Submittal(s)
[]Other
[]PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Plan and PCN has also been sent to Lillette Granade at Corps of Engineers Regulatory Office in Wilmington.
COPY TO: File .????'?f° l _
SIGNED:
Michael urden, PE
801 Jones Franklin Road, Suite 300 Raleigh. NC 27606 919-851-6866 fax 9i 9-851-7024
DEPARTMENT OF THE ARMY
? INSTALLATION MANAGEMENT AGENCY
HEADQUARTERS, FORT BRAGG GARRISON COMMAND (AIRBORNE)
FORT BRAGG, NORTH CAROLINA 28310
REPLY TO
ATTENTION OF:
July 29, 2003
Public Works Business Center
Wilmington Regulatory Field Office "X4NDS/ 401 GROUP
United States Army Corps of Engineers
P O Box 1890 AUG S 2064
Wilmington, North Carolina 28402-1280 WATER
QUALITY sEcrroN
North Carolina Division of Water Quality
Wetlands/401 Unit
2312 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
ATTENTION: Ms Lillette Granade, USACE, Regulatory Specialist
Mr John Dorney, DWQ, Supervisor
Dear Sir/Madam:
Enclosed is a Pre-Construction Notification form for a Nationwide
Permit Number 18, Minor Discharges of Dredged or Fill Material, as
required by Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act, and for the North Carolina Division of
Water Quality's associated General 401 Water Quality Certifications.
We understand the activities must comply with any regional
conditions that have been added by the Corps of Engineers (COE) and
with any case specific conditions added by the COE or by the State in
its Section 401 water quality certification. Any condition in this
certification, which is not met, requires notification to and written
concurrence from North Carolina Division of Water Quality.
This permit area action involves clearing, grading, storm drainage
modifications, and construction of a detention pond to control erosion
adjacent to Glider Street (also known as "A" Street) on the Fort Bragg
Military Base. The project impact will remain upstream of the area
previously defined as wetlands at the convergence of two channels.
The total length of channel impacted is 250 feet.
If you have any questions or need any additional information about
this permit application, please contact Mr. George Whitley, (910) 396-
3702.
Sincerely,
EGORY G. BEAN
Director of Public Works
Business Center
It #?
???? 311
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No. 041359
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing ?VETLAND,S / 4n4 t;S oup
Check all of the approval(s) requested for this project: AUK ZOQ4
X Section 404 Permit
? Section 10 Permit UAL I-?
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: U.S. Army XVIII Airborne Corps
Mailing Address: XVIII Airborne Corps and Fort Bragg
ATTN: AFZA-PWBC
Building 3-1631 Butner Road
Fort Bragg, NC 28310
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent 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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 1 of 9
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: Erosion Control A Street
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Cumberland Nearest Town: Spring Lake
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The project is located on A Street
also referred to as Glider, near the intersection of Woodruff Street and Glider.
5. Site coordinates, if available (UTM or Lat/Long):78o58'53"W; 35'9'16'N
(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. Describe the existing land use or condition of the site at the time of this application:
Vacant
7. Property size (acres): Disturbed construction area is 1.5 acre, located on Fort Bragg
8. Nearest body of water (stream/river/sound/ocean/lake): Young's Lake
9. River Basin: Cane Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 9
10. Describe the purpose of the proposed work: This project includes clearing, grading, storm
drainage modifications, and construction of a detention pond to control erosion adjacent to
Glider Street (also known as "A" Street on the fort Bragg Military Base.
11. List the type of equipment to be used to construct the project: All typical construction
equipment used for earthwork protects.
12. Describe the land use in the vicinity of this project: Developed - Military
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.
Wetlands were deterniined to begin downstream from the ditch confluence just below the
proposed work.
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:
No additional permit requests anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicants (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 3 of 9
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. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.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.)
List the total acreage (estimated) of existing wetlands on the property: 0 acres
Total area of wetland impact proposed: NA
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
#1 Gabion
Detention Pond
250 UT, flows into Young's
Lake, which flows into
Tank Creek Approximately
6 feet Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, 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 internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Page 4 of 9
Cumulative impacts (linear distance in feet) to all streams on site: 250
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
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.
The subject area has experienced severe erosion over the years to the point that there is risk to
the adjacent road if corrective measures are not taken. The proposed impact is remaining
upstream of the area identified as wetlands at the junction of two ditches in this area. Because of
the sign, :ificant drainage area and the large amount of runoff, there was not another viable option
other than the plan as shown and the subsequent stream impact. Note that the proposed detention
is not designed to hold water on a permanent basis. It is designed to dewater throe the gabion
Page 5 of 9
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.nc.us/newetlands/strmgide.html.
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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hM://h2o.enr.state.nc.us/M/index.htm. If
Page 6 of 9
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
IX.
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):
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/local)
land?
Yes X 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 X 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
X. Proposed Impacts on Riparian.and Watershed Buffers (DWQ Only)
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 X 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
Page 7 of 9
1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The proposed project includes clearing grading storm drainage modifications and construction
of a detention pond. The entire project should disturb approximately 1.5 acres The area is
currently wooded. The detention will contain approximately 25,800 square feet of surface area
of gabion dam and. gabion mattress. Erosion control blanket will be used in the remaining areas
in. the pond. Sediment during the construction processa will be controlled with the use of silt
fence and check dams to protect wetlands downstream.
XII. Sewage Disposal (DWQ Only)
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? Na X
Is this an after-the-fact permit application?
Yes ? No X
Page 8 of 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).
Applicant/Agent's Signal
(Agent's signature is vali
29
regory G. Bean, DPWBC Date
if an authorization letter from the applicant is provided.)
Page 9 of 9
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IDLNTI~ I~AT[ON NUMBER
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AW CUT JOINT q i SL,I. 5
I . T I NG CONDITIONS & DEMOL I T I ON PLAN _ ~'i~ ~ U Ri. NE[GHi w 3 tk S - - _ ~ F H D(E{=USER NO., nLi. ._9PJRE.. FIFE, NO„ N~IIBER - S<C1. SECTIf~ = - ~ I BRIi'K I~ , ~ , _,ONi WfaDU !BLDCKINGI
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- PERMAN~fJT EROS i ON CONTROL PLAN _ _ HP. Hi1HSE Nu~If R ~ - - ~ ? c ~ . - T - _ _ - i~~R' UP~NE~~~ O.R. ~ SEflV. SERVICE _ _
6 DETAIL SHEET _ _ : ~ HII, NOUR O.R. OUTDOOR RIR SN1. SHEET ~ ~ ~ _ _
- - - _ - _ _ _ w r~u,E~a OCr N[NG uN. O~~`i ~ O.C. O.C. ON CENTER S.J. SLIP JOINT
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- ; ~ , EXJ, La ~RIOP JCi. JUNCIIGN PSE POUNDS / SOURRE FO01 T.T.D. i01LE1 TISSUE DISPENSER ~
i - - - _ - - - Cad. , ~~li~~ i PSE
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_ _ - - OTR, OURRTFf
- _ _ , SIN. ~ OiR. - - _ - _ _ C.J. r.~~";~ftGt J01Ni L.G. LONG
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- - C.l . ~J P~IEh; LiNf - ~ LAV. LAVp1ORY R. I - EDN. EUU~rDal [uN R. RISER I ~ ~ C~~~~ ~ JU _ F r f3U,~ ~ ~l _
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\70400405\Civi11T1-cover.dgn 0810412004 03:18:50 PM

i !i i
~i i i
~ i i / ~
~ J I ~ I AL. _
~ _ ` , Tk?WING ARcP. ~ _ ~ ~ %
- - ;,,;F~ ~~I~_~s AREA. ~ RCE BAS ' ~ , USACE NC POPE AIR FO E , ~ -
~ , ~F~~~ WILSON
RESIDENT OFFICE BLDG. N0.527 . W _ E RO q ASH BO ~%N
I ~ ~ 6~ V~~ ~7~
~ ~ ~ _ _ i I~ i 9 ~ /~y
~ ~ r' ~ ~ ~ ~ i'7~) 4N y5 I
~ ~ ~ i ~ 1 i i SANFORD SMI HFIELD ~17~
~ ~ i ~ ~ ~ ~ ~ 4 i I {~zi
i / ~ ~ j GOLDSBORQ
! ~ OLU FI~RT Fig, _ i --Ri ~i ~ i - _ - ~ 1 1 BISCOE
/ ~ I ~ J,. ` ~ DUN 7m
1 l ~ 1 / ~ ~ ~ ~ ~
~ ~~T r~~ 3~~ 1 ~0, ~ I g~A~ ~ o MT. QLIVE
\ , i ~ ~ I i 1 1 1 ~ ~ 42~,
\ ~ I I_~ I ~ 9~ I
LI WORKS BUSINESS CENTER PUB C I ~TTEU~~~E
PGPE N, I k FUR', ~ Q l I I __1 ~5~ ~
BUILDING N0. 3-1631 ~ `~s~ ail CL_INT 1 col Y 1
~ ROCK IN ~ AM
- - - - US ARMY CORPS OF ENGINEERS USACE I I
TOR DIRECTORATE OF CONTRACTING CONTRAC NC AREA OFFICE BLDG N0.3-1933 , r l 1 - - 117
G AREA - ~ STAGIN BUILDING N0.1 1333 ~ , , ~ j , ~ 1 LAURINBURG ~ ,~1
~ _ _ ~~~y _ - ~~P 1 \ e~ ~ \ WALLACE
i~ - 10 ~ ~~y i~
A '~1 ~ I ~.iMBERTON _
0 ITION LANDFILL ~ ~ DEM L , \ 2 4~ VISITORS CENTER AND ~ 15 ~ I_LIZABETHTOWN
i 1. ~ 40y
VEHICLE REGISTRATION , ~ 421 1~ 1 _ _ l~ ~9
V ~ _
- - t1 ~ ~ xt-~, + - y5 ~ ~ f _ ~3~D1 ~ 1
LCID LANDFILL _ `f y
y 4 P1 V r--+
- ~ _ . ~ T ITE DARLING N ~ HITEVILLE
~ ~ ~n~ PROJEC S ~ ' ~.tri U', ~ 5
~ ~~ll WILMINGTON ~ ~ _
LAMONT , ~ _ ~
BORROW PIT I I
/ ~ o I VICINITY MAP
o r:. i , S
I ~ I M Ro
~ t ~ ~ ~~7 ~ ti~ ~
~ 1, CJ ,~,u~reuiT ~ ~;y i~alN E TRAr~~~ J
~ o ,~g ~ m t ~ ~~o
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i ~ ~ ~ ~ ~n
~ P~MO~~ AIRFIELD _~C
<-\~r h\, 1. Fort Bra has a Waste Center with two landfills for non-hazardous 99
V `y ~,k'~~E~ ~ solid waste dis osal and a ermined waste transfer station (WTS) -For
" ~'7 ' b ~ P P the transfer of Municipal Solid Waste (MSW) to a regional landfill. TheWaste
~PG~ Center is iocated on Lamont Road, between Longstreet and Mci(ellar
~ ~ ~x. i 2~ nk °`'"J R an i en weekda s from 0700-1530 hours. oads d sop y
I SOLID WASTE - ,,a v
~F,~.
i TRANSFER STATION _ F~, y - R P I'~T k X ~~y 2. The Cor~._~truction and Demolition (C&D) Landfill is permitted to receive
ACCESS CONT OL 0 ,-t~P~ asbestos a, ld construction and demolition debris generated on Fort Bragg. ~ ~1~
~ ALL TRUCKS This includes painted and treated wood, incidental scrap metals, and
~ m ' non-hazardous waste normally generated at a construction site to include
m c i ~~o packaging, ,ur,;,hes, insulation, shingles, metal cans, and waste wallboard.
i~ 1 ~ ~ i 0 Asbestos is dis osed of in an ad'acent cell within the C&D landfill, but friable ~ P J
y ~ r i 'S i ~ asbestos must be double bagged and manifested. Yard waste is not allowed.
O ( ~n 9 /
C 2 T / X ~ 3. The Land Clearing and Inert Debris (LCID) Landfill is located next to the
n Th - ~ - Y.~ ^rfit C&D landfill and is permitted to receive yard waste, unpainted and non-treated
i~ ~ wood, and the solid waste from clearing land to include uncontaminated soil,
24 brush, wood, pine needles, pallets, and stumps; and inert debris to include
concrete, asphalt, incidental steel, bricks, glass, and concertina wire.
4. The Waste Transfer Station (WTS) accepts MSW for shipment to the regional
landfill. The accept tires and appliances found on post, which are not serviced
y byDRMO, AAFES, or family housing refuse collection contract. They do not
z SE REUTILIZATION MARKETING DEFEN
accept tires and appliances and metal disposed of by other contractor
E DRM BLDG. N0. J-1334 OFF C 0 activities.

5. Concrete and asphalt should not be mixed with debris and will be stockpiled
0.~, at the LCID landfill for crushing and reuse. Clean, reusable soil shall be stockpiled
~l`~~ at a site desi noted by Environmental Sustainability Office (ESO). Pine needles 9
; should not be mixed with debris and will be stockpiled at the LCID landfill for
~ \ o reuse. Scra metal shall be turned in to DRMO for salvage; the landfills will P
0 only accept incidental metals attached to debris.
' w~a4
~ ~ 1 i SAND C~.EARINC
~ II ~0 ACID o~ ~r - & INERT DEBRIS ~ ~
- _ ~ y~
I~ / SCA~Ea 1 ~5~~ MAJOR RDADS
'~ti' , / 1806
~ ~ 3 E' STREETS E~
f-~' I t~ ~ ?~E 100 DESIGN SU6MITTAL ~ q~q ~ ;
j i
i RA I BROADS '"t~~~~~°"
i
~ i INSTALLATION BOUNDARIES PUBU I C WORKS BUSINESS CENTER
H`,
~'~F` i ~ ! ~ FORT BRAGG, NORTH CAROLINA ;5 INTERSTATE ROUTE
i i I i D
i I I J
7 ROUTE 101 U. S.
I 1 ~ ~ ~
Stantec Consu~ing Inc,
'87 STATE ROUTE ~ Suite 200 150 Oak Plaza Blvd.
. Winston-Salem NC U.S.A. LAKES
27105 FORT BRAGG ~JORTN CAROU I IAA
• • • • • • HAUL R 0 U T E Tel, 336.759.7400
Fa%. 336.759.7900 SCOPE DATE;
~//I~i wwwsmnw.wm r VH I tSKHIaU v 1, I IN r wHr $/4/04
~ AND PROJECT LOCATION MAP 5 2500 0 2500 0 00
SCALE: P =2500 DRAWN BY: HN,J SPEC. No. FW-00069-2
ICI DRAWING NUMBER
GRAPI I IC SCALE 2 1 " = 258 Copyright Reserved PW-634
SHEET 2 OF 7
ICivil\T2-vicinity map.dgn 0810412004 0318:34 PM

~I
POI POWER KEY NOTES
POWER T01 TOWER rowER
I A REMOVE APPROXIMATELY 20 LF OF EXISTING 30" CMP STORM SEWER
FROM THIS POINT TO THE EXISTING DITCH.
B A PORTION OF THE 8" VCP IS NO LONGER IN PLACE DUE TO
EROSION. REMOVE REMAINING 8" VCP WITHIN THE AREA
I INDICATED AND CAP ENDS. CONTRACTOR TO FIELD VERIFY
LOCATION OF SEWER LINE FROM POINT ON SURVEY TO THE
EXTENT OF THE PROPOSED POND.
C SAW CUT AND REMOVE 20 LF OF CONCRETE FLUME, JUNCTION BOX
AND THE REMAINING 60 LF OF 36" METAL PIPE STORM SEWER IN AREA
OF PROPOSED POND. SEE DETAIL 4, SHEET 7.
D PROPOSED TREE LINE.
E REMOVE 22 CY OF CONCRETE FLUME, ENDWALL, WINGWALL FOOTINGS AND THE
REMAINING 60 LF OF 42' CMP STORM SEWER IN AREA OF PROPOSED POND.
F ABANDON AND PLUG WITH CONCRETE 8' VCP SEWER LINE,
G DEMOLISH 42' CMP AT 3' BELOW FINISH GRADE. BACKFILL AND COMPACT TO
~ ~ ~ ~ I FINISH GRADE.
- ~ ~ I
/ i i i i i i ~ ~ ~ ~ OTHER END ~ ~ ~ ~ ~ ~ ~ H CLEAR AND GRUB SCATTERED TREES, BRUSH AND ROOT MAT. CONSTRUCTION LIMITS 1.43 ACRES.
UNKNOWN ~ ~ ~ I REMOVE 20 LF OF EXISTING 30' RCP,
_ _ I ~ ~
~ ~ ~ f ~ ~ I I J TREE PROTECTION FENCING. SEE DETAIL 2, SHEET 6.
- ~ ~ ~ 1 J 1 l t ~ I
p I ~ ~ ~ ~ _ ~ ~ ~ l K SAW CUT AND REMOVE 7'-3' OF FLUME WALL CURRENTLY OUT OF ALIGNMENT WITH
s / / t l I ADJACENT FUME WALL SECTIONS. THE WALL IS 33" HIGH ANO 6' THICK. SEE DETAIL 2,
I ~ ~ ~ ~ - - = ~ / l ~ I I SHEET T,
n I ~ I ~ , , i j / ~ I I I ~ ~ ' / l ~ I I
I ~ L CONTRACTOR TO FIELD VERIFY THE LOCATION AND SLOPE OF 24' MTL PIPE AND
'I I ~ _ ~ I x I ~ I I I ~ i ~ / / I I ~ REMOVE SUFFICIENT LINEAR PORTION TO MAKE FLUSH WITH PROPOSED SLOPE.
~ ~ ~ ~ ~ ~ - r I, ~ ~ , I ~ ~ L~ - ~ i i 1 i 1
1Nw= 6L88 ~ ~ ~ I ~ ~ ` ~ ~ / ~ I 1 I / ~I 'D T P- 7tl.28 ~ _ i ~ l ~ti ~ ~ I ~ ~ M EXISTING YARD INLET. REMOVE SHRUBS AROUND STRUCTURE AND SLAB TOP
- ,INV 298.3 ~ / I V- 261.8 I ~ ~ ~ ~ ~ / i / m / ~ 1 ~ AND DISCARD.
i ~ i ~ I ~ I OTHER ND'` - I / f ~ ~ t ~
~ I ~ r~ / ~ ~ r i 1 I UNKNO N / ~ ~ ~ ~ ~ ~ ~ I / ' I I
~ s ~ ~ i~ --y' - i l i ~ ~ I i ~ ~I I I i I I
C ON S " ~ I R UC i T 0 / ~ ~ ~ ~ ~ I D ~ =''.J ~ ~ ~ ~ X N LIMITS ~ / / ~ I
~ ~ ' ~ I ~ I , ~ ~ / ~ ~ / / i ~I 1,~~ ~ ~''I I i ~ ~ ~ I ~ ~ CONSTRUCTION SEQUENCE SEQUENCE NOTES /
~ , I / ~ ~ I 1. OBTAIN NECESSARY PERMITS AND APPROVALS. ALL WORK SHALL COMPLY WITH
1 l I ~ ~ 1, ~ I / / ~ ~ 1 ~~,I ~ ~ I I ~ / ~ ~ POWER THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN THE INTENT OF THE SEQUENCE IS TO PROVDE THE CONTRACTOR WITH A GENERAL
'I ~ I ~a' I~ I; - I,~ ~ l r ~ ~ ~ ~ i N 17 , ~ ~ ~ 1 I / % ~ TOWER MANUAL, LATEST ADDITION. GUIDE FOR CONSTRUCTION PURPOSES, IT IS NOT INTENDED TO OUTLINE ALL / / CONSTRUCTION ACTINIIES THAT MUST BE ACCOMPLISHED ON THIS PROJECT. THE
A , ~ ~ ~ ~ ~ ~ / / / 2. PRIOR TO ANY LAND DISTURBING ACTIVITY, INCLUDING CLEARING OF TREES CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING ACTIVITIES AT THE
v ,i: , A ~ / / OR BRUSH, THE CONTRACTOR SHALL CONTACT THE CITY OF GREENSBORO JOB SITE, ' / / / INPPECTION DINSION EROSION CONiROI ENGINEER TO ESTABLISH APRE-CONSTRUCTION
i ~ ~ ~ i / / CONFERENCE AND/OR INSPECTION SCHEDULE FOR WORK R1 PUBLIC RIGHT-OF-WAY, 2, CONTRACTOR MAY PROPOSE ALTERNATE CONSIRUC110N SEQUENCE FOR REVIEW
1 , 0 - - _ ~ / .G ~ ~ ~ / i / / / AND APPROVAL BY ARCFIITECT/DESIGNER. PROPOSED DEVIATIONS MUST NOT / B ~ 3. CLEAR SITE ONLY TO LIMITS TO ALLOW MIPLEMENTATION OF EROSION ADD FURTHER IMPEDIMENT TO THE OWNERS OPERATIONS, JEOPARDIZE COMPLE110N
/ / / / / CONiROI PLAN, ALL EROSION CONTROL DEVICES SHALL BE WSTALLED DATE OR ADD TO PREPARATORY WORK REQUIRED BY OWNERS PERSONNEL,
% W~ ODS ' t ~ _ ~ ~ ~ i I i 1 ~ ~ ; ~ F~ / / / AND APPROVED BY THE EROSION CONTROL OFFlCER PRIOR TO ANY OTHER
~ ~ ~ ~ ~ ~ ~ i / / / / LAND DISTURBINO ACTINIIES, 3, CONCURRENT CONSTRUC110N ACIINTIES MAY OCCUR BETNEEN DIFFERENT AREAS / / / / OF THE SITE AS APPROVED BY THE ARCHITECT/DESIGNER, CAREFULLY COORDINATE
/ / / ~ / / / 4. IMPLEMENT 1HE ER0510N CONTROL PLAN AS FOLLOWS: ALL WTERRUPTIONS TO UTILITIES.
~ ~ x" I ; ~ N ~ iii ~ ~ = I ~ N ~ ~ , / / / ' i a. frtST PHASE; ~ / " j j (I) CONSTRUl,TION ENTRANCE 4, USE OF THE WORD "INSTALL FOR SEQUENCE DESCRIP110NS SHALL NOT BE
~ ~ c ~ ~ ~ / i ~ / ~ (1) SILT FEN" WHERE APPLICABLE MISCONSTRUED AS AN INDICATION THAT RELATT~ MATERIALS/EQUIPMENT WILL BE i
/ , ~ r CO TRUC110N ~ „ ~ ~ ~n ~ I ~ ~ - - ~oNC~~ ,F~uME, / ~ ~ V I ~ ~ , I ~ - ~ ~ Dp - ~ (3) 1REE PR'.'iEC110N FURNISHED BY OTHERS, CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS ~ ~1 ~ / 4 CONSIRVGT TEMPORARY CHE
~ ~ ~ I~ i ~ ~ , ~ j / ~ CK DAMS AND LIBOR FOR CONSTRUCTKIN OF THESE FACILITIES AS REQUIRED BY THE PLANS / / AND SPECIFICATIONS, COORDINATE ALL SE UE A 11V1 S APPR RI j / / ~ / / / b. SEC010 PNASE: Q NCE C TIE WITH OP ATE
~ I i ~ / , ~ ii ~ / / / / U11UTY COMPANIES. / ti ~ 9 A
~ d p k~ ~ ~ ~~~~.OTF4~R END ~ ~ ~ ~ U ~~59.39. ~ / ~R ENO ~ ~ / / ~ (t) DEIAOIJSH~ TRUCTURES S INDICATED ON PLANS / / / / / ~ (1) STRIP SIT.. AS SNONN ON PLANS
i ~ ~ ~ ~ ~~I /1Nh~r 5 ~ ~ ~ ~ _ NO / ~ ~ 9V~' ~ i ~ A ~ ~ ~ ~ I - / WOWN ~ / / ~ / 3 PROVDE ~EGE1AlIVE COVER ~ OVER 1 DAYS.
~ i ~ ~ ~ wOQDS~ I ill" HEADIGAL~ A ~ ~ ~ r i AA~ ~ ~ ~ _ 2 ~ ~ / i _p / ~ ~ ' ~ c, THrtD PHASE. / '
- - 1 11'1,,,/ / / ~ / I Flu ou,H + ~ I ~i / / / / i O r ~AOE sTE
~ ~ 111 ~ / / / ~ / / ~ (1) SILT FENCE wr~E~E AP~ucABIE; ~ / ~ ~ r
~ ~I~ ~ / ~ / ~ / ~ (3) INSTALL 5;ORM DRAINAGE AND GUARDRAIL , ~ ~ i i i
~ 30 ~6 SINE , ~ ~ QTRER END ~ tNV- 253.41 _ I~~Y J ~ ~ ~ ~ ~ of - _ - ,1, TD @E~ AVED ~ ~ TOP= 61.06 - ~ S1FNE-&~I~ : - ~ ~ ~ ~~IY / , / / ~ J ~ ~ / ~ a. FouRTH PHAsE.
~ ~ urJ~~yowN ~ - . - - ~ ~ 'o _ ~ ~I 71 ~ _ _ V-~ 2 .82 MT _ TDP 279.35 ~ IN ~ 2 L / UNKNOWN 0 / ~ ~ ~ ~ ~ 9__ IN~1.25~~ + ~Q A ~ - / U / ~ j (1) FWISFI GRADE II / ~ ~ ~ I ~ - ~ _ ( (1) GABIONS AND EROSION CONTROL BLANKET5
- INV= 273.8T `_r ~ ' ~ ~ , ~V ~ ~ L~ - . '/Poi` - - 3 PROVgE VEGETATIVE DOVER - I EX Fh(ME U F,fy ( ~
- - ~ ~ EX HAND BAIL SID~'~-K ~ d, FlFTH PHASE;
- - ~ ~ - ~ - G ~ ~ ~ ~ - - - ~ L r, - (1) REMOVE ROCK CHECK DAMS AND ~ ~ T ~ E ~ SIDEWALK ~
p0 ~ EX A~PNALT s. ~ ~ ~ - ~ - ~ - - _ ~ ~ COMPLETE FINSHNC GRADNLG. ~ f_.-- / (1) PROVIDE VECATAIIVE COVER ON ALL REMNNWG DISTURBED
OTHER END ~ - - ~ - ~ UNKNOWN ~ ~ -ate - _ ~ - i~ ~ / / AREAS A5 NECESSARY,
~ - _ ~ 7 FN ~ i / ~ ~ ~ ~ / 'CONCRETE Fkt1LlE EX FL E / ~ ~ ( 5, MAINTENANCE PROf,RAMI All Cp1TROl MEASURES ARE TO 8E INSPECTED
OTHER END ,xS ~ f ~ F x as r G G / t ~ \ DAILY OR Mr~DIAIELY AFTER EACH RAIN BY THE 51E SUPERINTENDENT
N s ~ ~ - ~ ~ _ - , ~ 1 uNKNOw ~ x ~ s -----€~cax~ErE Fw~+E "A" STREET y S r - i 1 I ~ ~ ~ OR HIS REPRESENTA1iV'E. ANY DAMAGED STRUCTURE SHOULD BE -k--- ~ ~ REPAFtED AT 1HE CLOSE OF T1+E DAY. ALL SEDIIENT BARRIERS
x ~ - (INCLUDING Ri.ET PROTECIKTN DEVCES) SHOULD BE CLEANED AT 50%
CEAY S S ~ _ ~ . E x - - --T _ EX CDNCR~T EX 30' C&G STORAGE CAPACITY AND AOCUMULAIED SEDIMENTS SPREAD ON-SITE
SS - - _ - INV= 262.84' \ _ - h} ~ WHERE PRACTICAL
TOP= 272.44 S Sx LfN ~ ~ 8. SOIL STABILIZATION: PERMANENT OR TEMPORARY SOIL STABILIZATION "u'N~H SHALL BE APPLIED TO DENUDED AREAS WITHIN 15 DAYS OF ANY T~WER
INV= 263.19 _tS S E ABANDON ~ x _ ED TOP= 279.65 i PHASE oTt GRADING. ~"'"'+I~~yr
SSx__ i~ LINE ABANDONED aZN CARD/ IANDONED 7, THE 1E11PORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL s `r i " ~y®
I~ S SX ' ~ ~ _ ~ S Sx ---j~ S Sx S Sx S OTHER ENO THE RESPECi1vE AREAS ARE STABLE. THE alY of GREENSBORO ~~~lQ Sx S Sx UNKNOWN MALL DEIERNNE MHEN THOSE AREAS ARE STABLE AND THE TEMPORARY
GS OF BARB WIRE RAN N 3 ST -X- DEUCES CAN BE REMOVED AND 1HE PERMANENT EROSKk~I CONTROL
6' CHAIN LINK WIC _X__.-X-X -X--X-X DEVICES INSTALLED. 18465
__,_-X___-X----X -X-X-X--X-- 8, CALL FOR TRIAL INSPEC110N BY OWNER, AND EROSKkI CONTROL ~
wsPEDTDR. M ~"i1 E ~ ~ N
I r, 9 POWER fin i '~o B, ESIRAATfO 11AE OF GUMPLE110N OF CONSTRUCTION IS 90 DAYS CIF®~Il~i~rNr'
i X TOWER a
SUB STATION X 100% DESIGN SUBMITTAL
I
X
X
PUBIC WORKS BUSINESS CENTER
X FORT BRAGG, NORTH CAROLINA
I
X
C' Stantec Consult~g Inc. J
X Suite 200, 150 Oak Plazo Blvd.
Winston-Salem NC U.S.A,
I 27105
~ X GRAPHIC GRAPHIC SCALE
JO 0 15 30 Tel. [phone]
X 30 60 Faz. 336.759,7900 ~JI ~ i r ~F,,~,t:~~: a I' I~~~ H C j, <JJI_ I I`J,
www.stantec.com
I~
X (~f FI FEET) J`'~I~D f`YICTI~I(: f'f1AII11TI~lAIC Q DATE.
I inch = I inch = 30 ft, ~...w I II I%"# WWI.L-ll I wi.V .A
I 814104
i stmftc DEMOLITION PLAN
~(-A[E- 1"-30' DRAWN Br: HNJ SPEC. NO. FW 00069-2 Copyright Reserved
DRA'NING NUMBER
[DW-6340
SHEET OF
...1704004051Civil\Demo plan.dgn 08/04/2004 03:18:21 PM

I
I
KEY NOTES
A EXISTING DITCH TO BE FILLED TO NATURAL GROUND.
I
g LEAVE EXISTING FLUME EXTENDED INTO PROPOSED CHANNEL MINIMUM OF IS FT, MATCH EXISTING GRADE AT TOP OF FLUME.
SEE DETAIL 5, SHEET 6.
C END EXISTING FLUME AT TOP OF 2:1 SLOPE OF POND. SEE
DETAIL 5, SHEET 6.
~ i 1 1 ~ 249, 0 I GABION MATTRESS D INSTALL JUNCTION BOX. NCDOT STD 840.31.
s ~ ~ l i I ~ i t ~ i ~ I I
~ ~ ~ 1 ~ ~ ~ OTHER END ~ I I E PROPOSED CONCRETE COLLAR ON PROPOSED 36 RCP AND
li I~ I I i 1 ~ I I UNKNOWN 11 II I I 249.5 EXISTING 24' MTL. SEE DETAIL 3, SHEET 7.
~ I , I I 254.0 •-251,0--. 254.0
~ I i ~ ~ I ~ 1 ( F GABION DAM. SEE LAYOUT THIS SHEET AND DETAIL I, SHEET 7
i _ ~ ~ I ~ ~ I ~ l ~i ~ , i / ~ I 7 0 FOR CROSS-SECTIONS OF THE STRUCTURE, ( I 257.0 .-2525-. 25.
_ .l ~ ~ ~ 1 ~ 1 I i ~ ~ ~ ~ ~ 1 ~ ~ I 1 I I I 260.0 •-254.0--+ 260,0 G 285 LF OF STANDARD GUARDRAIL. SEE DETAIL 4, SHEET 6.
~ 1 I ~ ' I / l ~ I ~ ~ ~ ~1 ~ ~ ~ ~ ~ ~ ~ I 1 ( I I
~ I A I , ~ I I I 1 ~ i i I , , - I~ / ~ I I ~ .-255,5 H TEMPORARY CHECK DAM. SEE DETAIL 3, SHEET 6,
I i ~ ~ i H i ; i I I I I
I i t I ~ I I ~ i ~ / I ~ I I I V~ I I ~ ~~I'', ~ ~ l~ ~ l 'I I I ~ I ~ _ , A / ~ I I 263.0 .-257,5-~ 263.0 / I I CONSTRUCT 7'-3' LENGTH OF 33" HIGH, 6' THICK FLUME WALL.
I / I I DOWEL INTO ADJACENT WALL SECTIONS WITH STEEL REBAR.
~ I I I l ~ ~ I;; l ~ / l I , i i ~ I INV= 6L$8 ~ ~ ~ 1 ~ I / I I TOP OF NEW WALL TO MATCH ADJACENT SECTIONS. UPON
~ = 7 B I B I 11 ~ I ~ ~ i ~ ~ / m 1 T P ,2 d.2 ~ I ~ I i ~ ~ ~ ~ / ~ m 1 I P TION OF WALL CONTRACTOR TO BACKFILL, COMPACT, l 250.0 COM LE ,
I v= 261.~e I I , I ~ I ;ill 1 ~ ! / ~ / I 257,0 TAIL 2 SHEET 7. i ( I 260.0 SEED, AND MULCH. SEE DE ,
~ I ~ _ _ ~i~ Gr~' ~ ~ / I H ~ ~ I I I ~ ~ ~ - ~ 1 ~ / ~ / ~ 1
~ I ~ ~ I, 1 1 , ~ ~ > CON TRU ~ TIONi I 1 ~ ~ ~ i~ ~ ~ ~ .LIMIT I / i 257.0 257.0 R N TR T 5 "LENGTH OF MISSING 34' HIGH 6' THICK I ~ ECO S UC 5 ,
~ ~ ~ s ~ I I ~ ~ ~i' - ~ / ~ I / ~ 254.0 CONCRETE FLUME WALL. SEE DETAIL 2, SHEET 7. / / / I 254,0
I I ~ I I ~ I ! J H ; i ~ ~ / ~ / I
1 I i 1 1 ~ ~ ~ ~ ' ' ~ ~ ~1 ~ ~ I ~ I \ 1 I / / 1 K TEMPORARY SILT FENCE PROTECTION, SEE DETAIL I, SHEET 6. / GABION WALL
~ I ~ ~ ~ ~ \ ~ ~ Ir°, - ~ ~ "260, A , I 1 ~I ~ ~ / 1 I ~ ~ ~ ~ 1 / / i GABION WALL
I I I sl, 5 1 1~~,, _ ~ 1 1 1 ~ ~ ~ ,II 1 , -r---' GABION DAM LAYOUT L CONTRACTOR TO REPAIR YARD INLET BY THE FOLLOWING:
I ~ ~ ~ ~ I ~ ~ l ~ 5 X63.5 / ~ ~ / / / SCALE; 1"=20'
I 1 I , ~ ~ i ~ ~ ~ 1 1 I~ ~ ~'~.5 / ~ I) ADD 5 COURSES OF BRICK ON NORTH SIDE OF STRUCTURE
1 1 1 i I 1 ~ G i ~ _ +',~b ~ I ~ ~ I ~ l ' 11 / TO MATCH EXISTING SOUTH SIDE.
, ~I I ti ~ ~ , < ~ ~ i I ~ ~ 5 ~ I p~ 1 1 ~ ~ ~ ~ x, ~ „ 2) ADD 3 COURSES OF BRICK ON EAST SIDE OF STRUCTURE. ' REGRADE AND DRAIN WATER TO THE EAST OF SWALE.
~ I ~ , '1 ~ ~ ~ ~ ~ 1 I H ~ k 1, ~ / 3) REGRADE WEST SIDE OF STRUCTURE TO PROMOTE DRAINAGE.
~ ~ 1 I ~ ~ I~ l ~r~ / OPENING ON WEST SIDE IS CURRENTLY PLUGGED WITH SILT.
ROP~~OSED~ JB 2, 1 ~ I / ; ~ REMOVE EARTHEN MATERIALS.
~ OP= 76.5'Q ~ ' ~i ~ ~ ~ ~ 11 F ~ I f ~ I ' / ~ M ~ 1 I ~ I / / ~ 4}INSTALL NEW 4'-3'X4'-3'X4" REINFORCED CONCRETE SLAB ON
i ~ ~ I V INF270172 ~ ~ ~ ~ ~ \ 1 ~ ~ % N / ~ / i ~ ~ / ~ ~ ~ ~ 111, , A I I ~ ~ ~ NI / ; / / ~ ; / / REPAIRED STRUCTURE. CONCRETE TOP TO BE 3000 PSI WITH
~ I V OU,T=26~0.00~, ; ~ ~ 'I ~ , A s ~ ~ , ~ ~ ~ ~ ~ ~ ~ , ti~ / ; ; ; I/8 DIAMETER REBAR AT I ON CENTER BOTH DIRECTIONS.
,Q! , 1 ~ ~ ~ ~ ~ I ~ j l ~ / i ~ 5} RE-SEED AND MULCH DISTURBED AREA. / ; ; ;
~ ~ , 1 ' N 1 ~ 1 ~ ~ _ ~ I i ~ ~ % ~ I q , ~ ~ , _ , ~ ~ ~ ~ / / / / / / ~
= , I / / ~ / i M CONSTRUCTION ENTRANCE. SEE DETAIL 6, SHEET 6.
J i I i ~ - ~o ~ ~ ~ ~ I , ~ , ~ _o_ ~ ~ _ i i ~ i"
, i PR OSED I ~°~a T ET B fl L ~ , 1 ~ I ~s I (I, N ~ INV 2.00 ~ ~ ~ - ~ ~ ; ~ ~ i ~ ; i

IV 111 S I S CL - - ,r 6 C ~ ~ - --111 - 1 I ' 6 r , ~ i~ ~ % ~ 2 / ; ~ /
~ ~ 2 EO E-~'' e , ~ ~ ~ ,6 % ~ E ~ u, . ~ ~ ~ 5 ti O ~ ~ / / ~ ~ i
_ , _ _ ~ r ~ ~ _ _ i X ~ - / i ~
1~ i / / i
oM 5~`t ~ ~ 3 ~ ~ - - ~ ~ ~ ~ ~ RISE _ - - ~ ( / / i i i i ( ~ WATER SHED IS 120 ACRES WITH A TIME OF CONCENTRATION - ~ I z/
TOP= 279.35 ~ INV= 271.82 ' T0~6~ ~ArIE,D' \ ~ , _ .l / ~ I OF 27 MIN. SCS 24-HOUR STORM MODELING WAS USED FOR ,9'
1NV- 273.87 I ~ ~ ~ ~ ~ _ ~ _ ~ ~ ~ ~ - - - ~ ~ ~ 1 ~ ( ~x F ME u~ ~ ROUTING OF STORM WATER - CN=90. ~-EX HAND RAIL SI ~ ~ _ _
- _
I OC~L - - - _ - - +0 ~V ~ ~ ~ ~ _ ~ - ~ ~ E sioEw~_ EXISTING INFLOW ICES) ROUTED OUTFLOW ICFS) MAX ELEV. IN POND tFT) ~ l 1
a ~ ~ EX ,4S NA1 - _ _ _ _ - 1 i 'l ~ ~ ~ ~ ~ _----27~n - , _ OTHER END ~ ~ ~ , ~ _ ~ - ~=T-= ; i a---~=-~ 2YR 312.64 303.01 260.21
v ~ - ' - - _ UNKNOWN _~.p~x...~0 - - _ / ` - - ~ iCO~ r- ~ ~ , /
~CONCRE7E EL-tJME J EX FL E ~ ~ ~ ~ ~ 44 I 434.43 261,04 ~ G ~ ~ 5YR 5.5
OTHER END , x \ ~'z ~ _ _ - ~ - EX AS bY,~T uNKNOwN s ~ ~ ~ - - FLUME` "A" STREET + as ~afT 1 ~ I
x ~ t ~-caHCR~rE _ _ - G 1 I s s ~ C ~ ~ ~ ~ I YR 519.03 507.24 261.47 1 I _ 0 ~
~ I ~ lAV 5 S _ = - - ~ EX CONCR E _ EX 30' C&G
x _ - - _ s - s 25YR 629.33 616.50 262.06
INV= 262.84 - + ~ ~ y ~ 50YR 707.79 694.09 262.47
~ TOP= 272.44 S sx LIN ~ ~
INV= 263.79 S g E ABANDONF i~ ~ x'--~~ D TOP= 279.65 ~ i IOOYR 812.12 797.30 262,98
SSX`"-_, i~ LINE ABANDOI SSX ~ LINE ABANDONED OTHER END
1 SSX-~-~~ SSX SSX- S SX S Sx UNKNOWN
~3 STRANDS Of BARD WIRE ~X_-___-~'~ 6~ cHAw uNK wlT~i _--X___-X-X X
--X-X-X -X-X~-X
--X-X-X -X--X-X^
X ' L
i X CA~p
p4 lr ~ ~
I X TWO-WAY TRAFFIC SHE ALL PROPOSED ELEVATIONS REPRESENT TRAFFIC SHALL BE MAINTAINED RO ION
ON A STREET OTHER FINISHED GRADE. ALL PERMANENT E S Al ~ BEET OTHER THAN FOR SHORT MEASURES SHALL BE INSTALLED
X PERIODS DURING CONT~ CONTROL ~~Q~ DURING CONTRACTOR MOBILIZATION FINI HED GRADE IF NECESSARY TO
WHEN ONE LANE WILL _ BELOW S :LANE WILL REMAIN OPEN. ~ E~
CONTRACTOR TO PR01 OBTAIN ELEVATIONS ON THIS PLAN. SEE ~ ~N~ ~ TOR TO PROVIDE FLAGGER DURING T RO ION ~~fi
X MOBILIZATION. SHEET 5 FOR PERMANEN E S Mfr T PION. CONTROL FEATURES.
LEGEND
x
265 PROPOSED CONTOUR 100% DESIGN SUBMITTAL
EXISTING CONTOUR X
+257,50+ PROPOSED SPOT GRADE X PUBUIC WORKS BUSINESS CENTER
I TEMPORARY SILT FENCE FORT BRAGG, NORTH CAROLINA
X
ROADWAY
EL 270' Stantec Consulting Inc.
I 3 _
~ z EL 262' Suite 200, 150 Oak Plaza Blvd.
Winston-Salem NC U.S.A.
EL 259 J i 2 27105
15' ~ L Tel, 336.159.7400
2 EL 251` Fax. 336.759,7900
GRAPHIC I ~~I <~T f~i~:'f~CaC~ I IUKl I-I ~_AF~OI _ I f`fA ~RAPHIC SCALE www,stantec,com

~ o t I I I S%OPE DATE,
- _ . _ GRADING & EROSION Q~eind
CROSS-SECTION A-A
CONTROL PLAN stantec
N T S ( IN FEET ( IN FEET) - F 1 "=30' DRAWN BY: HNJ SPEC, N0. W 00069-2
1 inch = I 1 lACh = ft, Copyright Reserved DRAWING NUMBER
I
PW - SHEETOF
I
1Civillgrading plan.dgn 08104/2004 03:17:51 PM

I
I _ _
1 l I 1 1 ~
I ~ I
~ i f I ~ ~ I I ~ i i
OTHER END ~ ~ ~ ~ ~ ~ ,I~ ~ ~ ~ ~ UNKNOWN
_ ~ ~ _ ~ I ~ i
I ~ ~ I 1 ~ I _ ~ ~ i ~ i
~ ~ l ~ 1 I I ~ - _ i i~ ~ l j I 1 j I i
* ~ i ~ i ~ ~ ~ ~ KEY NOTES i
s - ~ ~ l ' , l I I 1 'V , / ~ l 1 I i i I
j ~ 1 ~ ; ~ ~ ~ / ~ I I c ~ 1 ~ ~ ~ ` ~ ,v ~ / ~ I ~ A 18' THICK GABION MATTRESS WITH , r ,
n ~ I I ~ ~ ~ ~ I I I I ~ I ~ ~ ! I NON-WOVEN GEO-TEXTILE FABRIC I
~ ~ ~ I ~ ~ ~ / ~ ~ i i~ I V~ ~ ~ ~ ~ l I I ~ BENEATH AND FILLED WITH CLASS B
f ~i ~ ~ I ~ / i ~ I ~ ~ ~ / / ~ I I I I RIP RAP, SEE SPECIFICATIONS.
- I i ~ i I i I ~ ~ ~ / ~ I ~ I
V= 61.8 ~ I, ~ 1 ~ / / ~ l ~ ~ T P= 7d,.2A ~ i ~ i ~ i l m J ~ I a 1 ~ ~ B GABION DAM. SEE SHEET 7 FOR
~ ~ ~ i, ~ ~ ~ / ~ ~ j I= 61.8 ~ I 1 ~ 1 / ~ / / ti / ~ ~ -F--=- / I CROSS-SECTIONS.
I ~ i ~ ~ i. ~ ~ / i~ / ~ ~ ~ I - ~ ~r ~ i / ~ I / ~ I
i _ ix ~ ~ ~ ~ i ~ ~ co i ~ / / I
I j i , N TRU , TION ~ ~ ~ I ~ 1 1 it - - LIMIT / ~ ~ ~ I 1 ti ,~1 l ~ I / / ~ ~ C EROSION CONTROL BLANKET, TYPE IX. ;
I ~ ~ i I I;,,~ i > . ~ ~ ~ ~ ~ ~ ~ l 1 I ~ I r / ~ / ~ SEE SPECIFICATIONS. GABIONS NOT ~ / I
I I j ~ ~ 1 i~ ~ ~ ~ REQUIRED IN THIS AREA.
'I I ~ ~ ~ '.260., . / / i
t ~ ~ I ~1 ~ ~ - i 1 I ~ ~ \ ~ ~ ~ N : _ . . i
~ I I ~ ` \ 1 ~ ~ j.~ . ~ ~I D EROSION CONTROL BLANKET, TYPE IX. ~ ~ i
~ 1 ~ _ i • • • ~ • • • • SEE SPECIFICATIONS. GABIONS NOT
I ~ I i G - 1 ~ ~ I ~ i , ~ , ~ REQUIRED IN THIS AREA.
~ ~ I ~ 1 I - ~V ~ ~ i ~ S ~ ~ ~ i x p ~ ~
1 ~ ~ ~ ~ ~ 1~ ~ k
k ~ ~ 1 ~ i i r !i" q. ~ i ~ ~ s- ~ ~(~Jr. - ~ _ i A N ASKETS ARE TO ALL G Bi0 B
~ ~ ~ ~ RO~OSEq JB -2, 1 s i ~ ~ ~ ' TWIT WIR M H ~ BE DOUBLE S EO E ES
l ~ l1-" ~ -n / i - ~ ~ ~ OP- 76.5'0 i , r. AND PVC COATED.
I / r V INF270172 ~i ~ F ~ - ; , ~ / ~ ~ ~
~ . I V OUT-260.00 ~ / i /
1 , . ,,1 ~ ~ >1~ ~ / / /
i 1 ~ ~ ~ - - , ~ / i ; / / ~ ~ i
, / ~ ~ /
i / - ~ 1 _ _ ~ i. - , - rx i ~ _ _ r,~ A~t 1. % ~ / i / ~
~5 ~ ~ ~ IJ ~ ~i Jt _ - - ~ n /
i \ ~ ~ - _ r~; ~ > I ~ - ~ ~ _ ~ r o ~ ti / / /
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INV=~ 271.82 ~ ~ - TOP= 279.35 ~ ~ ~ ~ - ~ _ IN /
INV= 273.87 ~ ~ ~ A A ~ ~ ~ A ~ - ~ ~ ~ ~ I f- ~ ~ 1 I EX FC ME UN F~
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_ ~ , OTHER END x - S S , y ~ ~ ~ . ~ + ~ EX ASpbM17 i; L7 ~ 1 ~ w ~
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S SX ~ i ''~SSx ~~SSX SSx OTHER END - S Sx S Sx UNKNOWN
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I ~ ~ SCOPE o~a~en~i~r,iT eonein~i DATE.
° ~ ~ ~
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CONTROL PLAN
( IN FEET ) IN FEET ) stantec
I inch = ft, SCAI_Eo 1"=30' DRAWN Bf. HNJ SPEC. ND. FW 00069-2 ,h = ft.
DRAWING NUMBER
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i i
iLP _2; S l E F\~, I5-
X11 _L, i A - _I MIN
\\S 1G" INTO GROUND AT\CH w!i~E FENCE \ P\LS AND V-TACH THE EIS.AR \BRIC TO THE WIRE j ~,r,i,~~. ~I LL f - 8 FENCE AND EXTE\ THE_ 80TlOM OF 1HE I "x 6" \EPJCH UPHILL E\END Ir1t (30\OM \ \E FEP\E - ,Ili, ,~11~ - - - - -
•i~ ~ L NE OF POS1~S. WO\ POSTS IN lu THI L\AV\LD 1RLN~H FABRIC 8 INTO THE -TRENCH. „L..~f~._ IH~_ I po o° ~(~o~o
N DIAMETEf2 MA'`f BE USED. I 9; O 0 ~ooG~ o 0o M1N, ~ ~ ~ ~0 ~ Oo Cam' ~ ~ o Op
~ ~ r OQ~ ~ ~CT~'o~ ~ ~ i) a 00°~ oU ~ ~ ~ v o 0 000 0 - _ ~ o~
J ~ 1 ~ FILTER / 0 ~Q!Jn . ~ _ 0, o Oo 00~J~,, ~t o~~ ~ 0~ - ~o ~ ~
_ , _ _ ~ --J ~ ~ ~ . FABRIC a o oQoo C c~o~~ r~OG - o oa ~ ° 000 ° O~ ,o v
I P,~ 8' - a _ _ , _ n,, . I ~ - BLT4JLLiJ - _ I AMOCO 2000 OR 0 ;oo . ,~o ~ ~ C ~o) o ,oQ 0 NOTE:
t P\T`, t WO - . t EQUIVALENT U ~ ~ ~ ~ ~ - WOOD POST WITH C„,~ c _ ~ '1 too ~ ~ o - ,OO O o ~0 1 NC CHECK DAM
I 12 1 ~ _ ,I 12 GUAGE WIRE ~oo ~ ~ - ~ STONE SHOULD BE PLACED C?E._R
/ ~ ~ ~ DR FENCING AT TREE THE CE~iANNEL QANKS TO KEEP
I ~ ~ ~ ~ r l'/'• ~ DRIP LINE _ WATER FROM CUTTING AROUND A-
~ti `f ~ i _~r ~ ` ; g _ yJ llyTi~, P ~ ~i~i ~i THE DAM,
I " G~~ y;,1~ U ~ ~yA~~\, J ~ ~ A ' ~ r- F ~
CLASS A
E+f^•~.,~~f It-I_ TI-IE 1R~ENCfi AND COP~IPACT - ~ ~ --WIRE FENCE "HOG W1RE' ~ ~ ~ I I~H~ rIRM\ ANGHOR IHE _ EROSION
I~ H~)~1T~)I~,^I of THE SILT FEr1CE so THAT sECTioI_1 (14 GuaGE WITH MAX. MESH ~~I MOTES; 1. ALL TREES DESIGNATED TO REMAIN SHALL BE PROTECTED BY FENC TED BY FENCING AS ILLUSTRATE[, CONTROL o~°r`` °o -
F"JG;u'; F IS FORCED l0 GCi THRO!JGH TF1E STEEL I OS~S--~ SPACING= 6 INCHES) _ I I 2. ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO BE( a 110N STONE 0~'y,~ , ~U oo RIOR TO BEGINNING CONSTRUC o~ , C~
I FI ~._I ,=ro cyNOT Co ur~iDFR Ir~ - by _ Nola: _ I ~ ! ill FILIER F.AQRIC Bottom of filter must be AND SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT, AN o~ oL~` `,~OOD°~ o 0 ;HITECT, ANY MODIFICATIONS IN ~ ~,v ~)C~o J~~~h/ , ~,1 0 ~~o
l if1(~t IT: 'I~- SEE \ECIFIC\IONSlaced in trench and THE FENCING AS REQUIRED BY THE ARCHI fECT WILL BE ACCOMPLI E ACCOMPLISHED AT THE Qo 0o c,~~_ Oa ooq~O~O °°0 2~ A~~ MAX 0 0 O0~ U o~J \ ~~o o~o ~ n ~ 2
I ~ N I ` ` ~ - ~ CONTRACTORS EXPENSE. x ~I'I FOR MAT\I aL v~?„-. I III „~,,,~red either ba\- ~ DOO ° ~ o ~ o ~ tJo~ i ~ ~ ° ~ 0 ,a AT CENTER ° o ~ ~ c'Iv ~ ~ C \~7 tT o .
z ' ~ ~ .,ti ~ Iii V T SI~NATLD r - TO REMAIN WHICH ARE DA i ~ ~ G ~ 3 ~ - , - ~ ~ filling witr~ s~l~ material 3. AN ( TREES OR EGETA ION DE , , , ~ HBO\UM Of- JVIH{ I Cf~~F t,\ WORK SHALL. BE REPLACED WITH NFW VEGETATION OF THE SAME T RICH ARE DAMAGED BY CONSTRI iCTION ~ ~ ~ Qo UC ~ o ° ~ c)oDO 0 c_a ° O OO O o o 'T o°.~ O~ T o o T 0 ~ FL LR o O p o o O Q~ - O
• J G11f ~ and tamping or by placing _ i ~ 1,.`~~;~~ I ~ ~~II, ~ FILTER F,AHRIC HURItD THE SAME TYPE BY THE O O ~ - '~'.~'`~j` ~0 0 ~ . U~ ~ FABRIC o° 0 0 a Oo° o~1~C~,~~,,} ~Ofl~ .Coo
~ , ~ , , ~ I I~' 1 ,,n ; - washed stone to a height i CONTRACTOR AT THE CONTRACTOR S EXPENSE. .1, I~ o IN \~r,FAT\ 1RCNCH. _ , ' ow~o0 ~ ~ ° U , E!r~`~) l ~ D QO~ on 0° ° ~a C~ o ~ a o° o o no°
I of n" abova round level, 4. THERE SHALL BE NO STORAGE OF MATEP,~AL WITHIN THE BOUNDARII X11 ay ilk 9 IE BOUNDARIES OF THE TREE ~ O o ~ ~ o o° OQ 0 a ~ G~ J 0 o C~ o ~ o ~ ~p n o O~p~ o~ Qo 0 o O a o<;'c, G) ~ O /1 c~ 1 o O V~ o o ~ ~ C Uo 0
=i I I-1 ~ I~ I I I 1-i I I-11 I PR\ECTION FENCING. ° ~~O
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T TO SCALE NO 46 as NOT TO SCALE
EXISTING FLUME
I - s" WIDE sTEEL BLOCK
YJITH TWO(2} 3 j 4" [30LTS t;1LV. 5'INGLC ~
FACLi~ GUARDRAIL. / AND ANCHGRS 0 6' -3" CTS i 4"
z_ - 273,6
i _ _ _ ~ 7 . z ~ PROPOSED 2 0 0 -
I - STt=EI. GR 'N\D ~ ~ GABION x PROPOSED
1 1/16" I ~ P OS T r I ~ GABION
I Bl.1F~FER END SECTION DIA 8,. i HOLE 8'~ 5~8° MIN _ NON-WOVEN
I WOOD POST I I - 150' r ~ GEOTEXTILE - >
c I CROSS-SECTION
\ _ 1_r_..---~=
a e ~ ~ ~ J ~ ~ ~~I
I 10 6 o I \ i ` I ~ ~ ,16,~ PLAN VIEW DIA
ii I WOOD BREAKAWAY NOTE FOOTING DETAIL H OI t.
POST & FOOTING 4° S EXISTING CONCRETE FUME
I „ R, . _ ~IE~~~ NoTE. caBLE TENSION sHOULD ALLOW BEARING - I 4 6 BEARING PLATE aETAI~s AND PR P E GABION O OS D
NO MORE THAN 1/2" PLAY. (FOR USE WI (FOR USE WITH CONCRETE FOOTINGI
1 /16" :,iA ~IU~E ~ ro NOT TO SCALE
~i I
3/16" PLATExI"x8" F!ATE _ _ _ 6 3
~ TACK WELDED 10- MIN I--~-- WoGD ERtahAWAY _ i'-4" 12 5~8" DIA MACHINE BOLT 2 3/8" DIA HOLE NOTES ENTRANCELS~ SHALL BE LOCATED TO PROVIDE
\8" PLATE 4 ~ POST & FOOTING ~ WITH WASHER ON FRONT A UOUf~LE WRAP Of COMPOST i~iOPJ PAPER ~ g' ~ 2" FACE (TOTAL = 8) WOOD POST wooD POST _ _ _ MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
AR\NC~ P\T C3Er GR~ ANCRETE PLACEMENT - GALVANIZED SINGLE CABLE - g° 50' MIN. 2. TURNING RADIUS SUFFICIENT TO A~COMODATE ASSEMBEI LARGE TRUCKS IS TO E3E PROVIDED.
I Tai FACII_.ITATE REPLACEMEN1 OF DAMAGED POST. ~EA`,F~~-J P~~1[ ~ _ - FACED GUARDRAIL g .QO.°~ a_~a a~, v.~u .o. o~a ..a o~~o.o•.~°~ o o.o~a o~
T {FOR STE~L (UBE F\TIN~T) I 4 4" ~ ~ ~ a~,~ .o.~ ~ ~ ~ ~ 3, MUST BE MAINTAINED IN A CONDITION WHICH WILL
~4" DIA / 1 ~4" STEEL P\TE 7 1/2'~ N / 4" ANCHOR PLATE 5112"-~ _ _ 4 w ~ 2"-3" COARSE ~ i~ ~ PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO 25 MIN IZ WIDTH OF ~ AGGREGATE ~.o.°a ~ o . ~o. PROPOSEi~~ STREET STREETS, PERIODIC TOPDRESSING WITH STONE WILL
(2j 3/4" ~ ~ = WOOD Fief ~ . ~ _ ~ i~ EXISTING .a~~o.~ NCDOT X57 ~~.~o~l.a~.. ~ ~ BE NECESSARY. CONTRACTOR SHALL MAINTAIN
~ ~ DIA \LES 5/8"x10" ° ' ' ' FINISHED GRADE , I . i , ~ ~ " ~ ~a~~. Oft liRl?FV~hY, ~ .~a. ROADWAY . WASHED STONE •°'I• ~ ~ P.~ . ~ a . ~°a.~ ~~~a. WHICHEVr IS AS NECES~ARY,
~ _ I ' = LONG BoLI ~ : - 3/q DIA _ o _ S~}5 & NUT WIT}i CABLE ASSEMBLY z Q 8"x8"x5 S" ~ 4.~~~ . ~ . GREATER, 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE
c~ ~ ~ - H01_E N _ . ~ STD WASHEk PLATE °~o.b~~~.~ ~ . •~.~o~°.~°.~,~.a~'.._ ~ ~ ~~.~o . ROAD MUST BE CLEANED UP IMMEDIATELY,
- _ _ ~ D E 1. ~ ° ~ " ' TAIL B ~ e °~~-0'°~~°~~ °~~=a-~~°~ ~ ~°'~a~~~ a 5, FREQUENT CHECKS OF THE ENTRANCES AND ~
~~j _ ~a,,,~ _ ~ a; . - ~ i + ~ i• - ~n _ E° f'LAfJ ~ - CABLF~ ANCHOR TERMINAL ACA -I, AIL - M~ TIMEI Y MAINTENANCE SHALL BE PROVIDED,
4 DIA 6, fJOTES ARE APPLICABLE AT ALL POINTS OF INGRESS DETAIL B AND EGRESS UNTIL SITE IS STABILIZED,
t' J" HGLE _
~ w \ J `~UIL NLH TI: ~ 3/'8" DIA 7. FILTER FABRIC TO BL NON WOVEN GEOTEXTILE
(FOR STEEL 111[~E FO\ING) ~ HOLE COMPRISED OF POLYPROPYLENE STAPLE
C _ FIBERS WITH THE FOLLOWING PROPERTIES
- - r - VJOOD P~)S 1 ~ _ EXISTING NEw coNS rRUCTON GRAB TENSILE STRENGTHI
~ Ty~~1L~ ~~I o I _ WOOD Bf~E,~'1KAWAY POS l r-a I - ROADWAY _-_._-36' MIN.----14' MIN.-~- RENGTH ~ ULTIMATE o53 KN/16O LBS
SO. PINE I ( ;~--5jz~" BOL1 & P~dUT 'FOR STEEL TUBE FOOTING i ~ ~ ~ GENERAL IJOTES u ST
' u~ I d ~HEARING PLATE _ g" - i z ~ 1, TIIE GUARDRAIL AND TERMINAL SECTIONS SHALL MEE[ THE REQUIREMENTS OF AASHTO M180 _ EDQNGATION ~ ~JDTIMATE 5Ci% AASHTO M180 FOR CLASS A, TYPE 2 RAIL, _ _ o8a T ~ aool_,,
' 2. TREATED TIh1BER POSTS SHALL BC OF SOUTHERN PINE GRADE N0. 2SR WITH A PRESERVATI~ _ ~oo a°~ ~ o~o~ _QOa.ao°.o°;-_ao a ~T/~7~- ~1 MIN. A PRESERVATIVE TREATMENT OF EITHER CREOSOTE, ~ ~ ,~~T~~`'V~" - - -
1~-- - - ~ _ _ _ . = DIA II~~I_E - ~ PENTACHLOROPHENOL OR CHROMATED COPPER ARSENATE. ,~,~i~~i~%~ 8° MIN, ''~~i~~~~~;~, ~<~~~~%~~i~ PUNC~i URE STRENGTH .3Oi KN/CU LBS
- ~ ~ ~ - - - _ ' ~ ~ BE GALVANIZED IN ACCORDANCE WITH ASTM A153. ~u~,m,,,uA - ~ i. ~ i ~ 3. ALL HARDWARE SHALL al~ ' , - I~~ 2 5 S BOLTS & NUTS ~ 1 I (3) 3~4" 4. ANCHOR ASSEMBLY SHALL BE IN ACCORDANCE WITH SECTION 1046-4 OF THE NC DOT STAN APPARENT OPENING SIZE (AO5) = NC DOT STANDARD SPECS FOR ROADS AND STRUCTURES.
' ~ ~ ~ CLASS 6'' COIJC 8" LO~JG 1 I ~ DIA HOLES US SIEVE 7O PROVIDE f=1CIER FABRIC UNDER MM °0212
1----- ~ a o I~ ~ ~ CRGSS ~ECTI~)N 2 -3 cGARSE AGGREGATE
~-SOIt PLATE 3" ~ o 3" TYf i
3" -~--STEEL TUBE I ~ PERMITTIVITY 108 SEC
- .J. ~ 6x6-W2,9x1"~2.9 it Ni_~CED WI _ __,.I,I FLOW RATE 5500 1/MIN/M
F~Af1Rl~, TS xb xG 11375 l 135 GAL/MIN/FT 6 TRUCTION ENTRANCE CONS
cOfJCi~E.TD f ~)011P,1G AfJ[) / I~ n/A r L T/~ r C I C C /l pI I~ f q ~ NOT TO SCALE 100% DESIGN SUBMITTAL
L~~\I P,KYiWAI~ F~~~~J I ~~L I,^1~~_.J I~ LL...~I~L~L---I l~~V ~IV~~ r~11~1.~
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f FORT BRAGG, NORTH CAROLINA
a R GUARDRAIL DETAIL STANDA D I x$065
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Stantec Co~~sui5ng Inc.
Suite 200, 150 Oak Plaza Blvd,
Winston-Salem NC U.S.A.
27105
Tel, 336.759.7400 r- ~.~E-' 1 I ;F~,,T,I: a~:a !'JUE-~ 1 I I tT ,h(~_. I I`JA
I I Fax. [phone]
I ~ www,stantec,com SCOPE DATE:
DETAIL SHEET $/4/04
Al 1. NTS DRAWN BY: HNJ sPFC. No. FW 00069-2 RantK
DRi;WING NUMBER
CapyrighlReserved P/v- 6340
I I sHFE, g OF 7
1704004051Civi11DETAILS.dgn 08104/2004 03:17:09 PM

_ _

TYPICAL PYC GABION BASKETS
i 257,5 SEE SPECIFICATIONS
TYPICAL PYC GABION BASKETS
SEE SPECIFICATIONS uT

N
N
29.5 ' 18' THICK GABION
MATTRESS IN BOTTOM EXISTING N
OF POND GEOiEXTILE GEOTEXTIIE GR(R1ND
GEOTEXTILE FABRIC FABRIC 29,5 29.5
FABRIC
GABION DAM CROSS-S~.~T~ON GEOTEXIILE GAB10N WALL CROSS-SECTION FABRIC NOT TO SCALE GEOTEXTILE
NOT TQ SCALE FABRIC
2638
TYPICAL PYC GABION BASKETS TYPICAL PYC GABION BASKETS
~ PROPOSED TOP SEE SPECIFICATIONS SEE SPECIFICATIONS
OF DaM PROPOSED TOP
257,6 GEOTEzTILE ~ ~
GEOTEzTILE FABRIC
FABRIC
PROPOSED TOP OF
GABION MATTRESS IN BOTTOM OF POND
IB' THICK GABION MATTRESS IN BOTTOM
OF POND
24.8
I 2~a5 28.5 E%ISTING
GEOTEXTILE 19.5 GEOTEzTILE ~A ION WALL AND GABION DAM CROSS-SE~,T10N GROUN0
FABRIC FABRIC IB" THIt T XT NOT TO SCALE GEOTE%TILE IB" THICK GABION GEO E ILE FABRIC
MAT TRI OF P~ MATTRESS IN BOTTOM FABRIC OF PAD
~ A AM
q 7 NOT TO SCALE
GABION MALL BASKETS ARE TO ATTACH
TO GABION DAM BASKETS USING METHODS
DESCRIBED IN THE SPECIFICATIONS, VALL '
T A N A GABION DAM
q 7 NOT TO SCALE
i
'4 REBAR AT 1' ON
~ CENTER EACH
~ DIRECT[ON PROPOSED 18'THICK I I GABION MATTRESS W[TM
' •4 REBAR DOWEL TO NONWOVEN GEOTEXT[LE TO
CONNECT EXISTING EXTEND 6'UNDER I
CONCRETE FLUME TO •4 REBAR CENTERED CONCRETE COLLAR NEW SECTION p a r~--i i
BETWEEN P1 E ND _._.....a- EDGE OF CONCRETE ~
COLLAR 8.5' HI( 8.5' HIGH WALLS 8.5' HIGH WALLS
2' ~ EXISTING EXISTING 24' RCP CMP ~4 REBAR DOWEL
EXISTING EXISTING CENTERED IN / / TO CONNECT
CONCRETE C NCRE E CONCRETE CONCRETE COLLAR F`LIIME EXISTING ~ ~ ~5, ~ CONCRETE FLUME
FLUME TO NEW SECTION I I
I I I I EXISTING ~
SIDE YIEw CONCRETE COLLAR FOR sawcuT aNo T I CONNECT WITH '4 I EXISTING ~ PROPOSED ~ awCUT ANO I I CONCRE E ~ ~ I
REMOVE 30' OF ;MOVE 30' OF FLUME I BARS a 2.0' OFF CONCRETE ~ 6' CONCRETE ~ CENTER, FLUME ~ SECTION
•4 REBAR DOWEL ~,XISTIN 24' CMP DaMAGED aN0 4 . TO CONNECT REBAR DOWEL TO ?ot t0 frxt MISSING FLUME aMAGED ANO 24. WALL ~ I MIN. ~ fSS1NG FLUME
EXISTING CONNECT EXISTING WALL a SECTION MISSING LL
CONCRETE FLUME CONCRETE FLUME TO - - _ I ~ 6' EXISTING I M[N CONCRETE I
' TU NEw SECTION NEW SECTION I PROPOSED EXISTING 30' EXISTING 30 I ME I
6' CONCRETE CONCRETE CURB CONCRETE CURB ~ ~ ANO GUTTER ANO GUTTER
• • M1N ~C PROPOSED 18' THICK GABION ~ 8• x MATTRESS W[TH NONWOVEN - i
MIN C`~EETE GEOTEXTILE TO EXTEND S' 0R[LL 1' DIAMETER
• ~ ~ UNDER CONCRETE COLLAR ' • • HOLE AND FILL
~ ¦4 REBAR CENTERED BETWEEN P[PE ANO T N PROPOSED SECTION DOWEL CONNECTION WITH H1LTI EXISTING SEC IO HIT-1@@ EPOXY OR
DRILL 1'DIAMETER EDGE OF CONCRETE EouAL
CROSS-SECTION DOWEL CONNECTION HOLE ANO FILL COLLAR i"rERT ~ El. .B WITH HILTI HIT-100
i PROPOSED EPOXY OR EOUAL EXISTING 24'RCP ~ RCP
CENTERED [N ~~wen~+~ G
CONCRETE COLLAR t~ ARp , 04
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21105
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CAD FILE NAME AND OR NUMBER.