20041575 Ver 1_Complete File_20040923

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 6, 2004
Town of Cary
Attn: Michael L. Babuin, PG
Post Office Box 8005
Cary, NC 27512-8005
Subject Property: Long Beverage Sewer Extension
UT Brier Creek
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1575
Wake County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Babuin:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.11 acres of wetlands, 65 feet of streams and 12,071 square feet (ft) of
protected riparian buffers for the purpose of new sewer line coi struction at the subject property, as
described within your application dated September 9, 2004 and received by the N.C. Division of Water
Quality (DWQ) on September 23, 2004. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3374 (GC3374). The
Certification(s) allows you to use Nationwide Permit(s) 12 when issued by the US Army Corps of
Engineers (USAGE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 2B .0233. 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:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htta://h2o.enr.state.nc.us/ncwetiands
None hCarolina
Naturally
Town of Cary
Page 2 of 3
October 6, 2004
Amount Approved
(Units) Plan Location or Reference
Stream 65 (feet)
404/LAMA Wetlands 0.11 (acres)
Buffers 12,071 (square ft.)
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
1
Town of Cary
Page 3 of 3
October 6, 2004
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
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.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.
AWK/bs
Enclosures: GC 3374
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 04-1575 Long Beverage Sewer (Wake) 401 NBR
a
Office Use Only: ? Form Version May 2002
r
75
1
USACE Action ID No. Aloe DWQ No.
(If any particular item is not able to this project, please enter "Not Applicable" or "N/A".)
LONG BEVERAGE PCN SUBMITTAL 9/22/2004
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: NW-12
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: ® (Request submitted to NCEEP - pending response)
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 ? , . - '
Owner/Applicant Information
Name: Michael L. Babuin PG
Mailing Address: Engineering Department/Town of Cary
318 North Academy Street
Cary, NC 27512
Telephone Number: 919-462-3931 Fax Number: 919-460-4935
E-mail Address: mbabuin(a,townofcary.org
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:
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: Long Beverage Sewer Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
(Town of Cary Project #: SW-1101)
3. Property Identification Number (Tax PIN). Four parcels as follows:
• 0757-01-47-9721
• 0757-01-39-9733
• 0757-02-75-6465
• 0758-03-30-9089
4. Location
County: WAKE Nearest Town: CARY
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Aviation Parkway and Pleasant
Grove Church Road in northwestern Wake County.
5. Site coordinates, if available (UTM or Lat/Long):
1) LONG. -78048' 53"/LAT.35°53' 16"
2) LONG. -78° 48' 47"/LAT.35° 53'12"
3) LONG. -78048' 38"/LAT.35° 53' 14"
4) LONG. -78048' 29"/LAT.35° 53' 14"
5) LONG. -78048' 29"/LAT.35° 53'13"
(Note: these coordinates are for each of the five circled areas shown on the USGS
Quadrangle location map for the proposed sewer extension.
(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.)
Page 2 of 9
6. Property size (acres): 1.99 Acres for entire proposed sewer project
7. Nearest body of water (stream/river/sound/ocean/lake: UT to Brier Creek
8. River Basin: NEUSE
(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/admii-i/mMs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the
project at the time of this application: Existing conditions are partial wooded with some pre-
existing segments of an existing sewer line already in place. The proposed sewer line will
hook-up to existing portions already constructed.
10. Describe the overall project in detail, including the type of equipment to be used:
The northernmost portion of the stream/site has been determined to be non-subject by DWQ (see
attached letter dated August 19, 2004). The remaining portions of the site which have impacts
are identified on the attached USGS Quadrangle map at the circled areas labeled 1 through 5.
Construction of sewer line will use typical construction equipment such as; trackhoe, front-end
loader, bobcat, and other standard earth moving equipment.
11. Explain the purpose of the proposed work: Construction of a new sewer line to hook-up
with segments already installed.
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.
USACOE Jurisdictional wetland determination; action ID #2004????? (pending completion by
Jennifer Burdette USACOE) based on field visit July 1, 2004.
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. None
anticipated.
Page 3 of 9
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: THERE WILL BE PERMANENT
IMPACTS TO AN UT TO BRIER CREEK. A PORTION OF THE STREAM WILL BE
IMPACTED TO ACCOMMODATE CROSSING OF THE SEWER LINE (SEE MAPS).
TOTAL CHANNEL IMPACTS ARE PROJECTED AT 65 LF (rx to rx). SOME
WETLANDS (0.11 ACRES/5,003 ft`) WILL ALSO BE IMPACTED BY THE PROJECT
(SEE MAPS). ADDITIONALLY. THERE WILL BE (0.13 ACRES/5.844 ft2) OF ZONE 1
RIPARIAN BUFFER IMPACTED ALONG WITH (0.14 ACRES/6.227 ft`) OF ZONE 2
RIPARIAN BUFFER IMPACTED (SEE ATTACHED MAPS) FOR A TOTAL OF (0.28
ACRES/12,071 ft2 OF BUFFER IMPACT TOTAL).
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***
See Maps See below**** 0.11 No Varies (See map) Forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.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).
**** Temporary impacts related to excavation, backfilling to original contours, & re-seeding
List the total acreage (estimated) of all existing wetlands on the property:
0.52ACRES/22,848 ft2
Total area of wetland impact proposed: 0.11 acres/5,003 ft2
3. Individually list all intermittent and perennial stream impacts below:
Page 4 of 9
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Before Intermittent?
indicate on ma (linear feet) Impact leasespecify)
SEWER LINE 65
UT To Brier Creek
13 ft Perennial-pending
CROSSING(S) (rx to rx) reg. concurrence

* 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 65 LINEAR FEET (RX to RX)
WILL BE PERMANENTLY IMPACTED AS SEEN ON ATTACHED MAPS.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
N/A
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) 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.
5. 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:
Page 5 of 9
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts are necessary to connect proposed sewer lines to existing lines along an unnamed
tributary to Brier Creek in northwest Wake County. In all cases required crossing of proposed
sewer lines are planned to be performed perpendicular to the existing unnamed tributary
cases best management practices and efforts to keep the sewer line out of riparian buffer zone #1
have been made. Finally, best efforts to minimize wetland impacts were also made in the
design/alignment phase of this project.
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
littp://h2o.enr.state.nc.us/ncwctIands/strni?idc.htm1.
Page 6 of 9
I . 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). 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:
IT IS PROPOSED THAT THE IMPACTS WILL BE MITIGATED BY PAYMENT INTO
THE WETLAND RESTORATION FUND THROUGH NCEEP.
Amount of stream mitigation requested (linear feet): 65 if
Amount of buffer mitigation requested (square feet): 12,071 ft2 (0.28 acres)
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): 0.11 acres (5,003 ft2)
Amount of Coastal wetland mitigation requested (acres): n/a
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 ® THE PROJECT IS FUNDED ENTIRELY BY THE
TOWN OF CARY AND IS LOCATED ON TOWN
PROPERTY VIA OWNERSHIP OR VIA PROPERTY
EASEMENTS.
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. N/A
Page 7 of 9
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
(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 5,844 3 17,532 ft'
2 6,227 1.5 9,340.5 ft
Total 12,071 n/a
* 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.
* * Up to 0.33 acres of buffer impacts are allowed without mitigation for road crossings.
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.
A TOTAL OF 0.28 ACRES OF BUFFER WILL BE IMPACTED (I.E., BELOW THE 0.33
ACRE BUFFER MITIGATION THRESHOLD).
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 new impervious is envisioned.
Page 8 of 9
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
XIIL 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
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
A-)
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

I
ENGINEERING DEPARTMENT
September 21, 2004
Ms. Suzanne Klimek, Director of Operations
NC Ecosystem Enhancement Program
1619 Mail Service Center
Raleigh, North Carolina 27699-1619
Re: Request to pay into the wetland restoration fund/Town of Cary
Project # SW-1101: Long Beverage sewer Extension
NBRRO #04-241
By this request we are asking for permission to pay into the Wetland Restoration Fund for the above
referenced project. To date our estimate of environmental impacts is as follows:
Stream Channel Impacts
Wetlands
Neuse River Buffer Zone 1
Neuse River Buffer Zone 2
TOTAL Buffer Zone Impacts
65 linear feet (rx to rx)
5,003 112 (i.e., 0.11 acres)
5,844 ft2 (0.13 acres)
6,227 ft2 (0.14 acres)
12,071 ft2 (0.28 acres)
Please note that these estimates are preliminary (but accurate) estimates based upon our best assessment of
applicable environmental impacts prior to DWQ Water Quality Section review of the pre-construction
certification application (PCN) and U.S. Army Corps of Engineers review of the 404 application. While
not anticipated, the final numbers for one or more of these impacts may change pending regulatory review
over the next 30-days.
Please be advised that these impacts are "raw" impacts that are not presented with any applicable
regulatory multipliers (which as of this time are undetermined and somewhat unknown based upon
forthcoming regulatory review and direction). Therefore, we are requesting approval for the applicable
impacts at the maximum anticipated threshold as determined by your office, with the hope that the final
mitigation requested will be at a lower level/threshold based upon forthcoming regulatory review,
negotiation, and final consideration.
If you have any questions please do not hesitate to call me at [phone].
Sincerely, )
Michael L. Babuin, PhD, PG
Environmental Specialist
TOWN 0 CARY
318 North Academy Street -Cary, NC 2751' -PO Box 800;-Cary, NC 27512-8005
tel [phone] s fay: 919-460-4935^ ?v?r?F.to??ttofc:acy.or?
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
August 19, 2004
NBRRO # 04-241
Wake County
Page 1 of 2
Shuyan "Tian
318 North Academy St
Cary, NC 27513
Engineering Department
Attention: Shuyan Tian
Subject Property:
Pleasant Grove Church Road
Brier Creek From source to Crabtree Lake, Crabtree Cr., (27-33-4 C NSW
030402)
On-Site Determination for Subjectivity to the Neuse River Riparian Area Protection Rules (15A
NCAC 2B.0233)
Dear Ms. Tian:
On 7/21/04, at your request I conducted an on-site determination to review stream feature located on the
subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The feature in
question is labeled as "A, B & C" on the attached map initialed by me on 8/17/04.
During the site visit features 'A B & C" were determined to be ephemeral channels
The Division of Water Quality (DWQ) has determined that the surface water labeled, as "A, B & C"
on the attached map are Not Subject to the Neuse Buffer Rule. These features listed above and its
associated buffers should be identified on any future plans for this property. The owner (or future owners)
should notify the DWQ (and other relevant agencies) of this decision in any future correspondences
concerning this property. This on-site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a
surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request
for a determination by the Director shall be referred to the Director in writing c/o John Dorney, DWQ Wetlands/401
Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or
Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day
statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is
notified of this decision. DWQ recommends that the applicant conduct this notification in order to be certain that
third party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing within 60
days.
This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers.
Nor does this letter approve any activity within Waters of the United States or Waters of the State. If you have any
additional questions or require additional information please call me at [phone].
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
A A
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
.......... .. Y
Engineering Dept.
8/17/2004
Page 2 of 2
Sincerely,
ichae oran,
Environmental Specialist
DWQ, Raleigh Regional Office
cc: DWQ 401 Wetlands Unit,
File Copy
Central Files
Land Quality
NBRRO # 04-241
8/17/04
NorthCuolina
.4 . 11
JOA
M

M r

3
d •'

jp I
1
% e , AA
a y?
v
Ecosystem r4l?ji
PROGRAM
Michael L. Babuin, PhD, PG
Town of Cary
P.O. Box 8005
Cary, NC 27512-8005
Subject: Project: Long Beverage sewer extension
County: Wake D (-J (? - I S7s
P@[ROWN,
O C T 0 6 2004
WETLAN S ANA STORE TER BRANCH
September 29, 2004
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for stream, wetlands and buffer impacts associated with the subject project. Please note that the decision
by the NCEEP to accept the mitigation requirements of this project does not assure that this payment will be approved by
the U.S. Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of
the applicant to contact these agencies to determine if payment to the NCEEP for impacts associated with this project is
appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to
forward copies of the 404 Permit/401 Certification to the NC Ecosystem Enhancement Program in order for an invoice to
be generated.
Based on the information supplied by you in a letter dated September 21, 2004 the combination restoration that is
necessary to satisfy the compensatory mitigation requirements for this project is summarized in the following table. The
maximum amount of mitigation that the NCEEP will accept for this project is also indicated in this table.
Stream
(linear feet) Wetlands Riparian
(acres) Riparian Buffer
(ft)
Impacts 65 0.11 12,071
Mitigation Maximum 130 0.22 26,872.5
The wetlands, buffer and stream mitigation will be provided as specified in the 401 Water Quality Certification and/or
Section 404 Permit for impacts associated with the subject project in Cataloging Unit 03020201 of the Neuse River Basin.
The mitigation will be performed in accordance with the Memorandum of Agreement between the N.C. Department of
Environment and Natural Resources, the U.S. Army Corps of Engineers and the N.C. Department of Transportation
signed July 22, 2003.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
cc: Cyndi Karoly, Wetlands/401 Unit
Jennifer Burdette, USACOE-Raleigh
Steve Mitchell, DWQ Regional Office-Raleigh
File
Sincerely,
DkWLV.
Deborah D. Anderson
In-Lieu Fee Administrator
RwtoYiprg... E ... Protects, Our Ra t&
?A
MUM
North Carolina Ecosystem Enhancement Program, 1619 Mail Service Center, Raleigh, NC 27699-1619 / 919-733-5208 / www.nceep.net
w
CORRESPONDENCE TO:
PURCHASING DIVISION
420 JAMES JACKSON AVE.
P.O. BOX 8005
CARY, NC 27512-8005
Town of Cary
North Carolina
TEL [phone]
DATE 09/21/04 REQ. NO.: 131 165 ACCOUNT NO.
162
VENDOR: NCDENR - WETLANDS RESTORATION
1619 MAIL SERVICE CENTER
RALEIGH, INC 27699-1619
FAX [phone]
061 - 0000- 574 .45-- 00
DELIVER TO:
041575
INVOICE TO:
ACCOUNTS PAYABLE
P.O. BOX 8005
CARY, NC 27512-8005
>« PREPAYMENT **
155201
TOWN OF CARY
ENGINEERING DEPT
P 0 BOX 8005
318 N ACADEMY ST
CARY, NC 27512-8005
FAX:
ATTN: ATTN: LSCHRIBER/S TIAN
QUOTED BY: F.O.B.:
TERMS: NET FREIGHT:
CONTRACT NO: SHIP VIA:
PROJECT NO: SW 1 101 DELIVER BY: 09/21/04
ITEM QUANTITY UNIT OF DESCRIPTION UNIT COST
MEASURE -
-- --
__- EXTENDED COST
1 _
1.00 -
-
EA 947 999 PCN APPLICATION 200,0000 200.00
404 AND/OR SECTION 10
NATIONWIDE,
REGIONAL AND GENERAL PERMITS
SECTION 401 GENERAL WATER
QUALITY CERTIFICATIONS
LONG BEVERAGE SEWER EXT
SUB-TOTAL 200.00
TOTAL 200.00
REMARKS:
llFlIt91F31 * PREPAYMENT REQUIRED
PLEASE ATTACH THE WHITE COPY OF
THE PURCHASE ORDER WITH THE CHECK.
FILE COPY
IMPORTANT
THE TERMS AND CONDITIONS THAT GOVERN THIS PURCHASE ORDER ARE PRINTED ON
THE REVERSE. THIS PURCHASE ORDER IS A COUNTEROFFER AND NOT AN
ACCEPTANCE. VENDORS ARE ADVISED TO VERIFY ALL INFORMATION CONTAINED
HEREIN AND TO NOTIFY THE PURCHASING DIVISION OF DISCREPANCIES. APPLICABLE
TAXES MUST BE STATED SEPARATELY ON INVOICE. PURCHASE ORDER NUMBER AND
COMPLETE SHIP TO ADDRESS MUST APPEAR ON ALL SHIPPING LABELS AND INVOICE.
COD SHIPMENTS ARE NOT ACCEPTABLE.
THIS INSTRUMENT HAS BEEN PREAUDITED IN THE MANNER REQUIRED BY THE
LOCAL GOVERNMENT BUDGET AND FISCAL CONTROL ACT.
VENDOR DE FINANCE OFFICER
A
PURCHASE ORDEH'
TERM AN[j y: vaa???? ? ?r ? r
The seller a,1"nq that the folltlwhua tel li- .(rill C01116itionS will by nil, II-s?? N
1. 11 seller Iefl_Iscc? to accept the order exactly ar: writ[en, lltvvi 1 unl .r ,Ii ? iih t. I;ti n(lri(Ir?.
2. PLAT IMi5(`r Will il(lt he I(:spi.n: itfle of ny C7Ui _i:. doliv "reo wii I ul ortL, r
3. :'ie11m VIII s(3nd 'i patate Invol'7O Iol ('i.l(.it 1'}Ili ll ofd€ l (Imlik 'i-
4. c?E:II@I will dullvCr r1 C) InVS7 (:CS lp i)Ilrc 1, 1`>c i - IIJ n);rC i?li
`a. l`IU li(. kill 1 =. ,r.l lid OI (,%lYwl;_j4 (lifir(I n(Irl fir !II(7l^IY by Ion ILi--,Gr ,n rw ?"I 'i n1S
twc(.;.
. l1 ??hall I ilndc siood th,ll tllc c'l! h uI ,1 r;llnl lw'in(1 tr ly 1? -i laCf villl d:"r ' Ir 1 'ill; 1 c ipi ;!l Tilt.' IIm 'iI oo-"'n '11e f ate;
6 1
of the r ccipt of flood 'whii_h( v!t is
I. the ri.l. )I 1osn and danlatge to ME gw +;; Which Eto sw f,L!i 1(._t r„ Ulf, "on; ,ll,lll ;uIl'.tllll 'v',II - iiic: ;;'W I- Illlfll the (;uOdS
fore; dknllv(,r('C; To ill(-' dwJinnfi(nl S('t aid ! l To OI"(1(''.r aliU hV lllc: pa li, _'ol 1.1 ;v-, iwl„ii-l'3.
8. Ill thy; - wid od seller's Ulllurc) io WWI i s am l wh(" , poTH (I l m ims=-l" Il ....rw_,: dw Hold A cam :I 1l15''Id(.m on wi`y(
trim tn(-tot-f, without prejudice lo its ()th(:r ri<g ll:..Irl(i ?( Iloi . ( ih.,t pntT"kl ;r-Ir Iuar I'tAl 11 p,ni or:-i61 =I1 IIy:,olilin?leIrl
'4ri I Igitii' 311d IT); y C,hnr(_IC. SD d kr Vj0h f,I II, K1-..' nt i_'k[)omI I I ,cd'-K:(t o. . Y(m: It !I!, ", J ?f1 It=1111[ ' iO dt I, '.,, fir Ic) perform.
13. In the F:vcrrf any rlrtinlc, se m.1, ar f,l(1 ms _.(,I(1; (fr;llLC;rF,r, moon pa styled h(:..-wn . sIl.Ili Ile ccwo -A bj any patent,
copyn(1111, .r,- (rpplicrttion for elthel, scll. „vill ind(3mnliy anti . ,lvi+ h irilik!.: F11 Irl?a:?r?i fr(,iTl 1.11; and Al cost of
(3X1=!f rl?8`i nn a(i:Ollnt Ot any and fill (Ir(Il m, sully, or jud(ynwiN on armum, or the In & Or sa.( N :jwh ,swle or the use of
such , ewke or process in violation ()t 'idht•, under snf:h p di .nt, copytirtllr, or -1pplication for (lill(;i.
10. In the event any £0de, sc iQa) of pr(n ( wAl and d!'llvo (l N r" d c.i ai I .r-Or(5i(' l kviuLloooi ?;h.all t?t' defk: irtl' in any
respect Awtlsn('.ver, sp.Her will Irlde'rt!iWv ;Iwil 'iivo lflrrnl '.fa clrl""'h:1.., fww A "-.;` (w Mn UJIim rot Ol c'll '-IrCiw of mormy
h y reason od all ?w(ddenl;:, Inl "jis ctl (l,ln M `; 4 poi,l ow; (I i Ir c??(ti V ill''irlfrA 1i ;(,I, in . ( -.141 !.i . (anc'.ctlCil with t_he
1.1 +w or solo of t;nch all'Icl('. sc.I Jic(3r ci ( [.ICS?:- of 7ire S(1okii Hied ;' ) ';v SJ9f tt,. E`dal V(- _;c:i ii li4JQf4.
11. 11 seliel pc.norrm; `;erVlc:L'ts or (.onstrll(t erE3(.t(>, ItkSpE. i,., or (t .,Ivnm 1cc l'"Hill I' ''e11t.1 vvi;l i1ll "uI 411;" m ' _avo haJ"mins;-'
Moyer twill :dl los:.: or th(: payrllE:rll c)1 il1 wril.; Cif n1(?n(ey by _ ;n `li A `iC nrwv i„ tww c%r (1(lril lt;a' 0 !Emus or
property th;tt nlny 11appen to of'cur iii loon ;{?l;lillil tnerewi171.
12, l'urc:hp('1 rr" 'rve€. the til_lllf til I)I8,( _;liE t`. ?)1'ilt, at plot 11 i'iyt'r, tt_! -I i. tan I:1 tI.:(t. Cl !ii:>n ' rl 1 -. hall be
p"rwfied to inspect bolo shipnwril, of (inmi ; fl o" pins evil; It (.icl 111n; tndluI.
13. ;Blinn cn1I C(?S? not to I ,Ic. is(y ;wy ;Idv( niri1 ]!' Ol: / -t; 1 tiolJn.t ( of Co i1w)ii`?(t n(, ()l)in'?n „i ;l 1, : ((tl1 wl_lser'S
(ilinioyLt=?°.
r r :?
1f E1{F.r tI ?iC'1Ph r. ii i?lO Inc.Plf 111 Ott 1 I "NI 1 Ii c c ;. I (fit wil! nf:
, cc1 bi
'fir ;felt In 00
do or A uJ n ll anv w1i
nanalfaf lurn t I
t' if 1'' i
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.
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i;ls Li co(!'-, iy c'n, sell`! "R'ill l'ldQlllfiii 1 w;r g;l ? Ilalr, ll ..+5 i..l ci.`iP t 11v; " til 4?? -lot }.. :ii" p:"' w 11 ) Al :;l.lrnl
of ;Bonny (w ;,mount of suc-'h viul„4_itlt;.
15. Unles f ds contract is (.lXompt therefrom tol(onr file rlJe,; I(;r1r-!I<l1-I(yrl (?i o" Pre. derIi':r. I o nl ii't ;(n =111 1, 111
Eniployrnent Oppoltunliy, Mn contrast pmvisions of Sectiun :01 (,f the r:.Ul ,Ilivn Otdel "do (1El.it d March h,
19Fi1, arty snhselMerit cluincaes tho to (3 i.) the extent Hwv n1BY t ap li( lq 4n;ldc PW (A to (;<rlttr A by
roterence
16. Amy, contracttl,-s supplying both seivic,IS and materials, JlLdi i)', p( id Al (-o ua(? 1,Ixo on -1 stI iur li!-Al3d and
shall Inla(atlrlify and save h arm!;;s pu closer tiorn any dater. ir.., e -i)c tl or penaltip.s on at,r,(alilt yr r" l(:h taxes-
1 7. l'11101dSel rn: ';% at any tilTIO In.`tl ,t Llpon ;Elio[ ,JAll7lra1I' ; will: II :z;C f. Idly ;shift c.X)ndlflilns lvflvvilhJttlildiiitl )I;,/ Il?"voms
custom ptlict (c or course of d('ali lq i(; l1w 'Uouijary.

1& t he tawny and conddior s elf s,11( as eLt1F--(1 Who n"k ;Wvc 1 . 1 w vok .l ( n do _1'ii : ll I oilm u. .141 plnhc,:,al,
and arty riot s+ hject to Chang(: by reraurl of ony wrill(an or l1'sh d iw im ;lf_ I y wll .r to 1q, ny Pee n - Waic_d Irl sr ller's
2I 1nowl`dgantant unk.3s save be F,(I,qn(;'(r .!"I %ivntlll(t by tlI(. I (; 1l,''1 . ( i- (:A16"
I4JWN•Ur UAHY
316 N. Academy St. - P.O. Box 8005 f,
Cary, North Carolina 27512-8005
[phone]
PO VOUCHER INVOICE DESCRIPTION
09/22/2004 155201 PI5556 LONGBEVSEWEREXT MISC SERVICES
jQq@&Yp§@'j
SEP 2 . 2004
DENR T S - WATER QUALITY
ANDSTOFWIWI R
CHECK No. 2 5 3 9 8
,a
200.00
D
S E P 2 4 2004 ~ ~ _ _ _ -350- _ \ _ EXISTING CONTOUR
DENR • WATER DUALITY WETLANDS AND STDRMWl1TER BRANCH ~ ~ EXISTING DITCH LINE STREAMS aRw~li - - ~ ,
~i AND PONDS
e
- - EXISTING AIRPORT PROPERTY LINE
EXISTING TREE LINE
FRANKLIN COUNTY, NORTH CAROLINA
® EXISTING UTILITY STRUCTURES
THE
LPA
LIMITS OF CLEARING & GRUBBING -
AND SEEDING & MULCHING - - GROUP = _
TRANSPORTATION CONSULTANTS
Q - - - - - LIMITS OF CLEARING THE LPA GROUP of North Carolina, p.a.
s 1 '9 TEMPORARY SILT FENCE 4904 Professional Court, Suite 201 Ralei h, North Carolina 27609
~ (SEE DWG. No. EC-1, DETAIL 1) 9
Member of THE LPA GROUP INCORPORATED
/ TEMPORARY RIP-RAP CHECK DAM ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
(n l ~ (SEE DWG. No. EC-1, DETAIL 3) CHARLOTTE, Nc • CHICAGO, IL • COLUMBIA, sc GREENSBORO, NC • GULFPORT, MS • KNOXVILLE, TN
~ MOBILE, AL • MIRTLE BEACH, SC • ORLANDO, FL I \
• / i ~ ~ ,'i TEMPORARY SEDIMENT TRAP RALEIGH, Nc • RICHMOND, VA • SARASOTA, FL ~ ^ - \ A TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
/ / / / (SEE DWG. No. EC-2, DETAIL 2)
p ~ / / ~ i \ ~ Designer:
~ = 4 277.5475 ~ ~ / ~ N 82 , ~ / ~ \ / \ ,r_ TEMPORARY DIVERSION DITCH ~ ~ (SEE DWG. No. EC-2, DETAIL 3) CAR
E = 2,193,906.3426 ~ ~ ~ / / ~ r ~ ) / - off........ ..ti ; ~ ~ ~ - ~ Technician: ~
. •.9 ~ . ,
Q / ~ ~ ~ ~ ~ ~ ` - ~ ~ BZW SEAL
_ ~ / ~ N 824,278.7618 ~ I \ ~ / / ~ ~ I \ ~ Checked b : - 02056
- .038 ~ ~ ~ / E- 2,194,117 5 ~ ~ ( ~ N 82;7'05.5040 25;05.5040 I \ ~ V ~ :
~ 1 ~ ~ / ~ I o Fr= ,1"95,196.5810 V ~ I ~ ~ ~31 ~ 95,196.58173 \ I \ ~ ~ . aNE .•'Q
/ - / ~ } ~ I ~ ~ Project Number:
m / I s - / ~ ~ s / ~ ~ _ ~ , ~ RA306024
/ ~ - ` / / / - i / I I - _ ~ 1 ~ I ~ _ \ /
V N = 823,687.5138 ~ / ~ \ ` ~ / / ~ ` , ~ ~5 I ~ / / / ~ \ \ ' ~
Q E= 2,193,915.3090 / w ~ ,,5 ~ ~ ~ 1
w i / ROCK DAM A ~ \ ~ 1 ~ , / / I ~
~ ~ l~ 3 ~ ~ ~ ~ / ~ r ~ p / -2 A~ ~ 3s ~ 1 ~ _ ~ I 1 ' ~ o~
'1 / / / ~ ` ~ ` ~ ~ / / I \ ~
~ ~ / ~ / / ~ ~ ` ` o \ / ~ / / / ~ ~ ~ / \ 1.
~ ~ / / l ~ ~ ~ l 360-- ~
I ~ / ~ i I 1 / / ~w ~ - ~ ~ ~
I I `
/ LEVEL SPREADER A a I I 3 _ w ~ ~ ~ EC-2 ~ 3 - ~ ~ ~ / 1 ~ ---360
I / ~h o ~ ~ ~ I~~ / ` ~
~ / ~ 0 ~ ~ ~ l / ~ I / / ~ _ I / \ ~
1 / ~ ~ o i / ~ TEMPORARY; CONSTRUC~JON ~ ~ -3 ~ ~ sue` ~TRUC~JON 2 I / - v~ , ~
~ r i / ~ / ~ / ~ ~ ~ , .yam ~ _ ENTRANCE PAD EC-~ 200 10d 0 200 400
~ ~ / 1 ~ ~ ~ I l iTELEPNbNE PED. I / / ~
4 i / i . i ~ - I > / / ~ ~ XI T. ~ ~ E S EXIST. ? -,3g0` GRAPHIC SCALE BAR
/ _ ~ ~5- R! ~ ~ ) / E L PAPI-2 ?
~ i ~i ~ ~ ~ ~i i - ~ i / / _ - ~ ~ / ~ ~ ELEC. BOXES BOXES , 1 N =1825,87 .805 - 365- - - _ _ - - 365 ~ ~ REVISIONS
/ / / ~ ~ _ ~ J I I _ ~ - . 1, E -12,196,3 .9560 1 ~ No. Descri tion Date B
- - f - ~ - G, - - ~ - ~-T -
- - - w ~_--~0 335r ~0 ~ ~ o ` .__i ~ i
I ~ l ROCK TCROP ~ - ~ J ~ - ~ \ ~ \ \ EXIST. r \ ~ ~ l J ,
TEMPORARY CONSTRUCTION 2 / ~ / ~ ~ / _ _ _ _ _ ~ o I EXIST. SIDE BAND
EC-1 / ~ 0 ~ / ENTRANCE PAD 33 / ~ / / / ~ ~ ~ w' \ I, ~ R F R NC ~ ,~60, 1 ~ S REII E E E E S S ~ j' GLIDE SLOPE- - I
~ ~ ~ - I o ~
i ~ J / ~ ~+TL`LEP~IONE PED. ~ \ 360 - _ _ _ _ _ - - - -360' ~
i ~ ~ ~ EXISTING STRUCTURES CONTRACTORS ~ ~ ~
i I ~ TO BE REMOVED STAGING AREA I / 1 ~ ~ a Ec 1`';1 ~ '345-- "--L----------------------------~----- ~ -E-SEC.!, BOX 1 ~ ~ ~ -`Lz=-= ?
~ - ~ ~ ` BY OTHERS -SEE NOTE ~ ~ i ~ ~ ` _ / i 11 ,-335 - / ~ 1 I I i ~ 340----
~ ~ ~34 - / ~ ~ ® ~ I ~ A ~ / i - - ~
LEVEL SPREADER C 4 ~ ~ - - ~ \ caE CABLE V BOX ` \ / / / 1~~~_~
~ ~ ~ l / EC-2 g ` ~ . 1 ~ A ~ ~ ~ ~ ~ - I i \ 1 ~
I
I 335- _ ~ ~ ~ \ i ~ ` ~ ~ ~ ! / ~ , / ~ ~ ~ ~ ®EROSION CONTROL REVISIONS 9 09 04 BZW / 7, ~ ..I GRkVE ' , ~ I I ~ ~
, ~ / 1 ~ ~ _ ~ ~ A YA 1 I I t / / / r\ X34 ~ ADDENDUM N0. 1 8 23 04 BZW /
• • , I ~ ~ ~ TEMPORARY CONSTRUCTION z - ~ ® ~ \ \ ~ ~ ~ ~ i ~ ~ ~ ~ fAA A.LP. Project Number: PION z ( / / I I - _ i I_ v ~ . ~ / / I t
~l,~ - . ~ ~ I ` ENTRANCE PAD EC-1 \ I / J \ ~ / ~ T
/ ~ ~ 1 ~
m ~ ~I ~ ~ 35 ~ 3 ~ _ _ ~ •y0 1 ~ / ~ ` ~ ~ Project Name. m \ 1 ' \ ) i ~ / ~ ,
~ ~ ~ C j ~ ~ / I I r
~ ~ ~ ~ M l I C l ~ / / 1 ~ ~ ~ ~ _ ~ ~ I ~ B TR TI N
~.CT f- - ~ ~ PRO _ - l.+r , 1 II I ( ~ ( 1 - i Il I I
_ - SITE ,{v~ ~ h. • l s ~ I ~ 1 / / / I I
y.~4 / ~ . 1 f _ _ i l ll ~ / ~ 11 ` - 1
~ ,gyp d~~°"' „ " EXISTING STRUCTURES t / l \ I ~ ES ~ ~ ~ 1 1 ~ r / I _ /
~I RBI Ln. f ROCK DAM B ~ ~ ; ~.-~tt~ Ec-~ TO BE REMOVED ED ~ ~ i - - _ / ~ Drawing Name:
+ BY OTHERS -SEE NOTE 1 ~ / TE -,_J
. ~ i
~ c.. / LEVEL SPREADER B a ~ ~ I = 1 .7
EC-2 N 824,8 6 . - I E = 2,196,663.2 = 824,s1s.765o NOTE: 2,196,663.2175
~t ,i i . AND ~ EXISTING STRUCTURES 1-9 WILL BE REMVVED BY OTHERS.
~ ,r r ~ ~ ~ / N = 823,629.1601 . ~ +b' / O CONTRACTOR SHALL REMOVE EXISTING FOUNDATIONS N NTR PLAN
. - E = 2,195,768.3724 ER L ~ PER ITEMS S-140 AND P-151. THE FOUNDATIONS WILL BE
~44~1 ~ ~ ~ CA AVAILABLE TO THE CONTRACTOR FOR REMOVAL PER
gin. ~ ~ ~ ~ 'b' ~ G ~ . ,ti
~ - ~ CONTRACTOR MUST MAINTAIN THE FOLLOWING SCHEDULE:
~ > ~ - ~ ~ A 50 BUFFER FROM BANKS OF
EXISTING STREAM AND POND. 11w~~e{Dr STRUCTURES 1, 3, 5, 8 AND 9 WILL BE AVAILABLE BY 11-1-04 FRANKLIN COUNTY
C3R, ~ . ~~?'!!Un - Z : NO LAND DISTURBANCE STRUCTURES 2 AND 4 WILL BE AVAILABLE BY 11-15-04 Autocad Drawing Reference:
~ ; ~r~,~. C7 T - ~ MAY OCCUR IN THIS AREA. TREES STRUCTURES 6 AND 7 WILL NOT BE REMOVED
3 w M~ _ `ti = IN THIS AREA MUST BE CUT BY FC_027 CG-1.dwg
~ r' D WITHOUT HAND AND REMOVE Date: Drawing Number:
i I ~4 BUFFER AREA WITH AUGUST 2004
~ ca ~ m c ; , '0 : ENTERING THE Ri CHANIZED E UIPMENT. ME Q • -1 • Business Unit:
m
• RALEIGH

TY HAUL ROUTES, STAGING AREAS, AND CONSTRUCTION ACTIVITIES CONT'D SAFETY AND SECURI GENERAL
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DETAILED
1. THE CONTRACTOR WILL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE 8. ALL ROADWAYS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC. AT ALL CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATIONS PROVIDE • i~l+l
FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: TIMES. ANY SPILLAGE OF SOIL, DEBRIS OR OTHER MATERIALS SHALL BE GENERAL CONSTRUCTION SEQUENCE AND SAFETY PARAMETERS WHICH MUST BE
• OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION CLEANED UP IMMEDIATELY USING APPROPRIATE POWER SWEEPERS, INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S EROSION
AC 150/5370-2E. BLOWERS OR OTHER APPROVED EQUIPMENT, BY THE CONTRACTOR AFTER CONTROL PLAN SHALL BE INCORPORATED INTO THE CONSTRUCTION SE UENCE PLAN. Q
• AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18B. PROMPT NOTIFICATION BY THE ENGINEER OR AIRPORT OWNER. DUST GENERATED ~ .
• PARKING, MARKING, AND LIGHTING OF VEHICLES USED ON AIRPORT DUE TO CONSTRUCTION ACTIVITIES SHALL BE ADEQUATELY CONTROLLED AT ALL THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUENTIAL ORDER
AC 150/5210-56. TIMES. A PROGRAM OF REGULAR INSPECTION SHALL BE IMPLEMENTED BY THE AS LISTED BELOW: FRANKLIN COUNTY, NORTH CAROLINA
CONTRACTOR, AND COORDINATED WITH THE AIRPORT OWNER AND THE ENGINEER. 2. NOTICE TO AIRMEN (NOTAMS) -THE CONTRACTOR SHALL SCHEDULE AND • MOBILIZATION THE
PROVIDE THE NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS 9. ALL EQUIPMENT MUST BE RETURNED TO THE STAGING AREA AT THE END OF • EROSION CONTROL
LPA • CLEARING AND GRUBBING -
SO THAT OWNER CAN ADVISE THE FLIGHT SERVICE STATION AND ISSUE EACH WORK DAY AND WHEN NOT ENGAGED IN THE CONSTRUCTION DURING • GROUP SEEDING AND MULCHING
NOTAM(S) IN ACCORDANCE WITH ESTABLISHED CRITERIA. NON-WORKING DAYS AND NIGHTS. OWNER WILL DESIGNATE AREAS FOR TRANSPORTATION CONSULTANTS
CONTRACTOR'S EMPLOYEES AUTO PARKING. PLANNED TEMPORARY EROSION CONTROL FEATURES
3. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THE LPA GROUP of North Carolina, p.a.
THROUGH THE PROJECT ACCESS LOCATIONS SHOWN ON THESE PLANS. 10. BURNING OF DEBRIS MAY BE PERMITTED, SUBJECT TO THE APPROVAL OF THE 4904 Professional Court, Suite 201 1. TEMPORARY CONSTRUCTION ENTRANCE PAD Ralei h North Carotin
OWNER. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, AND COMPLY g , a 27609
4. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. WITH CONDITIONS IN THE SPECIFICATIONS. 2. TEMPORARY SILT FENCE Member of THE LPA GROUP I R T NCORPO A ED
THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED 3. TEMPORARY RIP RAP CHECK DAMS ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
AREAS AT ANY TIME UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER 11. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
OR AIRPORT OWNER. CONSTRUCTION AND REPORT TO ENGINEER ANY VARIATIONS FROM THE OBTAIN APPLICABLE PERMITS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. GREENSBORO, NC • GULFPORT, MS • KNOXVILLE, TN MOBILE, AL • MYRTLE BEACH, SC • ORLANDO, FL
INFORMATION SHOWN ON CONSTRUCTION PLANS. RALEIGH, NC • RICHMOND, VA • SARASOTA, FL
HAUL ROUTES, STAGING AREAS AND CONSTRUCTION ACTIVITIES ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED IN ACCORDANCE TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
EXIST. CONDITIONSIUNDERGROUNDRND CONCEALED FACILITIES WITH ITEMS T-901 AND T-908 OF THE SPECIFICATIONS. Designer:
5. THE CONTRACTOR'S STAGING AREA AND HAUL ROUTES SHOWN ON THE ANY FINES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL OR THE g~yy
PLANS ARE GENERAL AND FOR INFORMATION PURPOSES ONLY. THE ACTUAL FOR IDENTIFICATION CAR
12. CONTRACTOR SHALL BE RESPONSIBLE THE LOCATION AND SIZE AND LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED AN PIPELINES N TRUCTION AREA. ANY GOVERNMENTAL AGENCIES FOR NON-PERFORMANCE OF THE EROSION CONTR QQ ••~••••~i ~L Technician: ~ V`.•''' .,~i ~:'~•.9=
OF ALL EXISTING UTILITIES D IN THE CO S BY OWNER PRIOR TO CONSTRUCTION. A AGE TO EXISTING UTILITIES OR PIPELINES ON OR OFF AIRPORT PROPERTY REQUIREMENTS OF THIS PROJECT AGAINST THE AIRPORT AUTHORITY SHALL ~ ~ • = BZW SEA L
DM ( ) BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND ANY SUCH - - Checked b : = 020563 =
6. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN DAMAGED BY CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED FROM y
ON THE PROJECT LAYOUT SHEET AND HIS APPROVED PHASING PLAN. THE CONTRACTOR SHALL REPAIR ALL UTILITY/PIPELINE DAMAGED BY THE CONTRACTOR MONIES DUE AT THE COMPLETION OF THIS PROJECT. JCF F~'••.FN E~.~ J; ~p,~ . ci E . Q .
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE AT NO ADDITIONAL COST TO OWNER. Project Number: '~i, ~ ~
ENGINEER TO MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS ~~nuin~t~''~-N.o4 PHASING RA3oso24
' INSURE COMPLIANCE WITH SAFETY 13. CABLES WILL BE LOCATED AND MARKED BY CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORS RESPONSIBILITY TO CONTRACTOR SHALL PROTECT EXISTING CABLES. ANY CABLES DAMAGED DURING
REQUIREMENTS AND TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS CONSTRUCTION WILL BE REPAIRED BY THE CONTRACTOR. CONTRACTOR SHALL PAY 1. ATTEND PRECONSTRUCTION CONFERENCE.
DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH THE REPAIR OF CABLES AT NO ADDITIONAL COST TO OWNER. 2. INSTALL EROSION CONTROL MEASURES.
7. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED AS PART OF THE
' CONTRACTOR'S STAGING AREA AND HAUL ROUTE 14. THE CONTRACTOR WILL BE RESPONSIBLE FOR STAKING AND GRADE CONTROL OF CONTRACTOR S ACCESS ROAD, , 3. PERFORM CLEARING AND GRUBBING OPERATIONS
ALL ELEMENTS OF THE CONSTRUCTION. CONTRACTOR SHALL LOCATE AND
SHALL BE RESTORED TO THEIR ORIGINAL CONDIT10N AFTER COMPLETION OF THE STAKE OUT ALL PROPERTY LINES AND LIMITS OF CLEARING AND GRUBBING 4. SEED AND MULCH ANY DISTURBED AREAS.
PROJECT. IN ADDITION, ALL EXISTING ROADS THAT WILL BE USED AS THE FOR APPROVAL BY THE ENGINEER AND OWNER PRIOR TO BEGINNING CONSTRUCTION. 5. ONCE PERMANENT SEEDING HAS BEEN ESTABLISHED,
CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING CONSTRUCTION NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM. REMOVE ALL TEMPORARY EROSION CONTROL FEATURES.
AND RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. NO SEPARATE SEED AND MULCH THE AREAS EFFECTED BY THE
MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM.
REMOVAL.
MAINTENANCE PLAN 100' o
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL GRAPHIC SCALE BAR
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL REVISIONS
BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
8'-0" MAX. POST SPACING No. Description Date By
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
WOVEN WIRE FENCE BECOMES ABOUT 0.5 FT. DEEP. THE EROSION CONTROL
BARRIER WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. THE ENGINEER MAY DIRECT THAT ADDITIONAL SILT FENCING BE
0 INSTALLED AT ANY TIME PRIOR TO FINAL ACCEPTANCE.
I
_ .
z
EXIST. GROUND LINE 50' MIN.
SYNTHETIC FILTER FABRIC BUT SUFFICIENT TO KEEP A 1.5'
SEDIMENT ON SITE 9" MIN. MIN. FAA A.I.P. Project Number:
ELEVATION VIEW
NOTES: Project Name:
STEEL OR WOVEN WIRE FENCE 2"-3" STONE TO BE USED 25' OR WIDTH OF E OR TREE PROTECTION FENCE UP
WOODEN POST ~ Q PROPOSED STREET, 1. PUT SILT FENCE OR TREE P z 3 (SURGE STONE OR RAILROAD NSTRUCTION ENTRANCE IS USED. FILTER FABRIC B TR
~ o WHICHEVER IS TO ENSURE CONSTRUCTION ~ Q BALLAST) SYNTHETIC FILTER FABRIC X o GREATER. TI N
w ~ 2. IF CONSTRUCTION ON THE ~ AT A )N ON THE SITE ARE SUCH TH L
THE MUD IS NOT REMOVED )T REMOVED BY THE VEHICLE TRAVELING CLASS 'B' EROSION
VE, THEN THE TIRES OF THE VEHICLES CONTROL STONE
o OVER THE STONE, THEN THE LED BEFORE ENTERING THE PUBLIC 24" MAX.
~ 18" MIN. MUST BE WASHED BEFORE E PLAN ROAD. ~1 2. AT CENTER Drawing Name: 1
EXIST. GROUND LINE
15' MIN. 3. IF A PROJECT CONTINUES T CONTINUES TO PULL MUD AND DEBRIS
_ _ 35 MIN. ON TO THE PUBLIC ROAD 1 N L N BLIC ROAD, THE CONTRACTOR SHALL '
- - - 6 MIN. z " - 00 CLEAN THE AREA. EA. - AND SECTION A A FILTER FABRIC
~ _
4" 12" MIN. L
COMPACTED SOIL OR GRAVEL L =THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION
~~~~i~i~i~ v ~ ~~~i i ,~i.~~~~~y, L ~ A B
SECTION VIEW L
. EXISTING FABRIC UNDER STONE NOTE.
ROADWAY ~ FRANKLIN COUNTY
INSTALL SILT FENCE WHERE SHOWN ON THE PLANS AND CROSS SECTION
MAINTAIN UNTIL DISTURBED AREA IS COMPLETELY STABILIZED. ` ~ , Autocod Drawinq Reference:
~ ~ FC 024 EC-1.dw _ _ 9
r? 2 Date: Drawing Number:
3 AUGUST 2004
EC-1 N.T.S. N.T.S. EC-1 N.T.S. EC-1
Business Unit:
RALEIGH

5'
12" NCDOT
#57 WASHED STONE MIN. CLASS 'B' RIP RAP
3 1'
~ CREST OF WEIR
8' MAX ti• f
i ~ ; 2 MIN.
3'
3' COMPACTED SOII r1PACTED SOIL _ _ ~
TOE F I -1 I I-1 i X11 I__I i!-! I
I ~ I ICI l l ~l l l~ l lei, l ~I= _ ao ? O`~ - s
i~~i/ iii
DAM DESIGN STORAGE CAPACITY WEIR LENGTH DAM HEIGHT DESIGN SURFACE AREA 6 TYPICAL < ~ii~ FRANKLIN COUNTY, NORTH CAROLINA .
(FT 3) (FT) (FT) (SF)
15 4 22 80o NOTE: A 68,400 , OTE: THE
MPORARY SILT DIVERSION DITCH WILL NOT BE MEASURED. LPA
B 67,500 15 4 22,500 TEMPORARY SIL COST WILL BE I IST WILL BE INCIDENTAL TO OTHER ITEMS. DITCHES SHALL -
BE RETURNED GROUP RETURNED TO THEIR ORIGINAL CONDITION AT THE CONCLUSION
OF THE PROJE( THE PROJECT ONCE PERMANENT GROUND COVER HAS TRANSPORTATION CONSULTANTS
BEEN ESTABLISI EN ESTABLISHED.
THE LPA GROUP of North Carolina, p.a.
NOTES: 4904 Professional Court, Suite 201
1. STORAGE CAPACITY SHALL BE 1800 FT 3/ ACRE OF DISTURBED AREA. 3 Raleigh, North Carolina 27609
2. STONE SIZE SHALL BE CLASS 'B' WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57 N.T.S. EC-2 Member of THE LPA GROUP INCORPORATED
#57 STONE SHALL BE INCIDENTAL TO THE PROJECT. ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC GREENSBORO, NC • GULFPORT, MS + KNOXVILLE, TN
3. PLACE FILTER FABRIC BELOW RIP RAP. FABRIC SHALL BE INCIDENTAL. MOBILE, AL • MIRTLE BEACH, SC • ORLANDO, FL
4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER. RALEIGH, NC • RICHMOND, VA • SARASOTA, FL TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME
Designer:
6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED FROM THE WEIR ELEVATION.
B~ ~~~~~~i~uuuir~rii o ~N CAR
7. EARTHWORK REQUIRED FOR THE CONSTRUCTION OF TEMPORARY ROCK DAMS Technician: ~ ; ~ ~ . 9 "~C
WILL NOT BE MEASURED FOR PAYMENT AND SHALL BE INCIDENTAL TO THE PROJECT. 62:W SEAL
= 02056 _ Checked by: '
~
.GINS Q
N.T.S. EC-Z I~ Project Number:
VEGETATED r, N ~ TRANSITION RA306024 ~iiiiin~ 1i1, IV~
DIVERSION ~ I ~ TO 0~ GRADE i~)~„
III, Ih, ,~~i 111 ~ i~~i

li ~ III, 6~~, , b~~,
111 ~ 111
5' U, 61~, , i~~i G1i ,
1.5 Ilr~ MIN. ,~ti~ i~)I„ IUD
~ No. 57 STONE ~ ~ ~ I
)I II, IU~ ~ ~ „
1 U~~ ,
. RA 5 MAX ~ STO GE -1~ 2. I~r, III, i~)i„
- ti• r i~~~ / ~i 111, 1~1i,
III. , , 111' 1
~ \ ~ Ilt r I
IVY ~~)I 111, III, ~ III 1 1
CROSS SECTION r,~~, FlLTER FABRIC ~ ~~)I
lir~ 21 MIN. U~ \ ,
6~~ , , ~ i, ~ V III, ,,fl„ .,1
lug i~)~ V
STABLE UNDISTURBED 1i1' REVISION S 111-
OUTLET )i „ 1i1' i~ ~ No. Description Date By
WEIR LENGTH ~i~ ~~i /
~ y~~ ~ ~ ~~i /
y/// /y~
/ MATERIAL STAPLED / / 5 MAX. ~ ~ ~ - VARIES
/ / ~ EMERGENCY BY PASS IN PLACE
/ / ~ / 6 BELOW SETTLED TOP ~ ~ ~ y
OF DAM. 6" MIN.
3'
MIN. NATURAL GROUND /
FILTER FABRIC 2:1 SIDE ~ ~ ~ ~ r~ ~ ~ ~ ~
~ ~ / , , ~ ~ ~ ~
SLOPE MAX. - \
1:1 SIDE
S IP LEVEL L ® EROSION CONTROL REVISIONS 9 09 04 BZW ~ ~
BURIED BURIED 6" MIN.
TRAP REQ D STORAGE CAPACITY WIDTH LENGTH STORAGE DEPTH WEIR LENGTH REQ D SURFACE AREA 0 ADDENDUM N0.1 8 23 04 BZW FAA A.I.P. Project Number:
(FT 3) (FT) (FT) (FT) (FT) (SF)
SPREADER A 7,560 30 85 3 12 1,786 SPREADER ENTRANCE WIDTH DEPTH END WIDTH LENGTH
A A 24' 0.7' 3' 30' Project Name:
C 11,880 30 100 4 12 2,588 B B 24' 0.7' 3' 30'
D 13,968 35 100 4 12 3,040 C ' TR N C 10 0.5 3 10
L A IN
NOTES: S'
NOTES: 1. THE MATTING SHALL E TING SHALL BE A MINIMUM OF 4' WIDE AND BURIED INTO TRENCH. THE UPPER Drawing Name:
1. MAINTAIN EXISTING TEMPORARY SEDIMENT TRAPS. EDGE SHALL BUTT AG ALL BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE
s WITH CLOSELY SPACEI 2. STORAGE CAPACITY SHALL BE 1800 FT /ACRE OF DISTURBED AREA. )SELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG.
ENERAL N TE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
3. STONE SIZE SHALL BE CLASS 'B' WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57 2. ENSURE THAT THE Sf
#57 STONE SHALL BE INCIDENTAL TO THE PROJECT. 3. CONSTRUCT THE LEVE ICT THE LEVEL SPREADER ON UNDISTURBED SOIL.
FILTER FABRIC BELOW RIP RAP. FABRIC SHALL BE INCIDENTAL. , 4. PLACE 4. CONSTRUCT A 20 TR ICT A 20' TRANSITION SECTION FROM THE DIVERSION CHANNEL TO BLEND
5. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER. SMOOTHLY TO THE WI .Y TO THE WIDTH AND DEPTH OF THE SPREADER.
6. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME 5. DISPERSE RUNOFF FR RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT
TO EXCEED 10%. ED 10%.
7. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED
FROM THE WEIR ELEVATION. 6. IMMEDIATELY AFTER C ELY AFTER CONSTRUCTION, SEED AND MULCH THE ENTIRE DISTURBED AREA FRANKLIN NTY COU SPREADER.
8. EARTHWORK REQUIRED FOR THE CONSTRUCTION OF SEDIMENT TRAPS WILL NOT OF THE SPREADER.
BE MEASURED FOR PAYMENT AND SHALL BE INCIDENTAL TO THE PROJECT. Autocad Drawing Reference:
4 FC 024 EC-1.d - - ~
EC-3 Date: Drowing Number:
2 N.T.S. AUGUST 2004
EC-2 N.T.S.
Business Unit:
RALEIGH

/ -
.
SEP 2 4 2004 ~ _ _ _ -350- _ ` EXISTING CONTOUR
DENR -WATER QUALITY EXISTING DITCH LINE STREAMS
WETU~NDS AND STORMWATER BRANgi AND PONDS
~ i
- EXISTING AIRPORT PROPERTY LINE
EXISTING TREE LINE
FRANKLIN COUNTY, NORTH CAROLINA
® EXISTING UTILITY STRUCTURES
THE
LPA LIMITS OF CLEARING & GRUBBING - .
I P~ND SEEDING & MULCHING - - GROUP = _
TRANSPORTATION CONSULTANTS
Q - - - - - LIMITS OF CLEARING THE LPA GROUP of North Carolina, p.a.
s TEMPORARY SILT FENCE 4904 Professional Court, Suite 201 _ Rolei h, North Carolina 27609
a (SEE DWG. No. EC 1, DETAIL 1) 9
Member of THE LPA GROUP INCORPORATED
TEMPORARY RIP-RAP CHECK DAM ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, sc
N i ~ (SEE DWG. No. EC-1, DETAIL 3) CHARLOTTE, Nc • CHICAGO, IL • COLUMBIA, sc ~ GREENSBORO, NC • GULFPORT, MS • KNOXVILLE, TN
~ 1 J ~ MOBILE, AL • MYRTLE BEACH, SC • ORLANDO, FL
~ i ~ TEMPORARY SEDIMENT TRAP RALEIGH, NC • RICHMOND, VA • SARASOTA, FL ~ " 1' \ A TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
~ / ~ / ~ (SEE DWG. No. EC-2, DETAIL 2
O ~ ~ ~ i ~ \ 1 ~ Designer:
~ N = 824 277.5475 ~ i / ~ E = 2,193,906.3426 , ~ ~ / / ~ ~ ~ ~ \ TEMPORARY DIVERSION DITCH
~ / / ~ / f ~ ` ~ .SEE DWG. No. EC-2 DETAIL 3 62.W C
~ / l ~ i ~ / / ~ ~ ' - ~ Technician: ~ % •.'G ~ ~ i \ ~ '.9
Q ~ / ~ ~ i ~ ~ - ~ ~ ~ ~ ~ BZ;W SEAL i ~ f ~ ~ " -
r N= 824,278.7618 / f ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ \ \ i i h k _ 020563 = I ~ ~ I \ \ ~ ~y6 C ec ed by
E= 2,194,117.5038 ~ ~ / ( ~ N=~82~;7'05.5040 ~ 1 ~ ~ T05.5040 \ ~ ~ ~
/ ~ ~ - V ~ / ~ "goo Fr- ~,'C~95,196.58T0 I ( ~ i i 1 ,196.5810 _ \ I 1 \ / , ,p •FN~NEE.•' Q
/ ~ 1 ~ i i / ~ ~ ,v Project Number: r ~ , `
m / ~ ~ _ ~ ~ / i I 365 ~ - ~ _ , ~ RA306024
0 w _ ~ i 1 I ~ ~ ~ i /
~I N= 823,687.5138 ~ ~ ~ ` ~ \ 1 \ i i E = 2193 915.3090 ~ ` 3a' ~ ~ \ i ~ / Q ~ \ 1 - \ 1 ~ / - \ \ ~ /
o~ ~ ~ ~ ~ i~ \ ~ ~ iii 1 \
ROCK DAM A ~ 1 , i I ~ i
~ o E-2 3Q \ ~ ~ ~ ~ 1 ~ , 1 ~
1 / / / l\ ~ \ \ e ~I ~ i > ~ o
/ ~ \ ~ / / ~ i
1 / / \ ~ 360-------' -
~ / / i \ / ~ \ ~
r ~ ~ ~ - LEVEL SPREADER A ~ _
~ I 4 ~ 3 _ ~ ~ ~ ~ EC-2 ~ 3 ~ ~ - - -60-
I ~ h / i s ~ ~ ~ > 1 ~ - -360 il% j / _ N 1
~ ~ ~ D ~ ~ ~ ~ I / / ~ ~ ~ ~ _ I, i ~
~ / 1 i ~ , ~ / ~ TEMPO'S=ARI= CONSTRUCTION ~ UC~ION 2 i' ~ _
. - ~NTRAIvCE PAD Ea ~ 200 100 0 2~ 400
1 ~ I ~TELEPNbNE PED. / i ~ l I / ~ / /
3~ Ali-J i / i . ~ ~
~ EXIST. EXIST. ~ -3 GRAPHIC SCALE BAR / ~ ~ R 1 ~ 60.,` / I / EL PAPI-2
~ i~ ~ i / / ~ ~ ~ ELEC. 80XES OXES / N ~ 825,87 805 - 365- - _ _ _ _ - 36 / ~ REVISIONS
i / / / r / J_~~ri 1; E -/2,196,3 .9560 ~
- - - - - - - ~ f - ~ - 7`- - - ~ ~ - - T a x ~ ~ ~ No. Description Date By ~ - ----j- - - - - -
5i C ~ c"~ ~ _i T i ,
~ ~ l ~ ROCK p11 TCROP ~ - ~ / EXIST
TEMPORARY CONSTRUCTION s i . ~ ~ w ~ _ _ _ _ _ ~ o ~ ~ \ ~ EXIST SIDE BAND 0,
EC-1 3 " ~ ~ 0 ~ / ENTRANCE PAD 3 I ~ / ~ ' i ~ i ~ RElL REFERENCE -I -36 ~s ss \
i ~ i ~ ~ , r ~ _ I p \ ~ GLIDE SLOPE- ` I
~ IJ / , TELEP,NOIVE PED. ~ \ 360 - _ _ _ _ - - - -360' ~
i ~ ~ f EXISTING STRUCTURES CONTRACTORS ~ i I ~ ~ ~
~ ~ v 1 TO BE REMOVED l STAGING AREA / o G 1',1 ~ 345--, --E-~EC.I BOX ~ ~ 1 C r 5-. ~ _
~ l ~ BY OTHERS -SEE NOTE ,-~-4EC.; e i / 33 `340- - "1 I f ~
, 1 I - _3 _ ~ n n i ~ ~ ? s ~ ~ ~ I ~ ` \
LEVEL SPREADER C a - - ~ ~ CABLE 1 ® V ~ / V ~ ~ ~ CABLE IV 80X n I \ / ~ ~
Ec-z q ~ - - - ~ ` ~ ~ _ ~
/ I . I 3p x,33 ` ~ „ ~ , ~ a.._. ~
1 I / i / ~ ®EROSION CONTROL REVISIONS 9 09 04 BZW
. ~ ~ I i ~ ~ ~ ~ ~ 1 ~ ` YA \ 1 I r / / X34 ~ ADDENDUM N0. 1 8 23 04 BZW ~ 0 i / ~ / ! \
~ TEMPORARY CONSTRUCTION ~ ® ~ 2 N \ \ ` •I ~ , ~ I ` ~ ~ ~ FAA A.LP. Project Number:
~ ~ I EC-1 ~ ~ 1 ENTRANCE PAD
~ 1 ~
~ ~ m Y \ ~5 m \ ~ / ~ - Project Nome: ~ / ~ ~ / ~ J
~ C . ,r l ~ / ~ ~
'k, -ter Il )I I I / ~ / ~ '
PR0 T - A ~ ~ I / I r ~ B TR IN i 1/ I
SITE , ~ ~ ~ ~ , ~ ~ ~ L IN
~ . . ~ 1 1 1 / I I I I
- ~ / 1 1 ~ / / ( I ~ / / ~ l v ~ /i t 1 / / ~ ( ~ '
~ ``yl~~~ ROCK DAM "B" EXISTING STRUCTURES r 3• ~ ~ TO BE REMOVED ~ v-~- I ~ _ / I r , - / ,
i EC-2 BY OTHERS SEE NOTE ~ ~ -0rawing Name: / / ~-i ~
s
; ~ LEVEL SPREADER B 4 '.'.i ~ _ V'
~ EC-2 N - 824,816.7650 F, E = 2,196,663.217,. 824,816.7650 NOTE: ~
,196,663.2175 N
1 s' ~ N = 823,629.1601 ~ EXISTING STRUCTURES 1-9 WILL BE REMVVED BY OTHERS.
~ E = 2195 768.3724 ~ , ~ ~ O CONTRACTOR SHALL REMOVE EXISTING FOUNDATIONS ER I N NTR L PLAN
~4Qib - ~ QJ z' - P-151 THE FOUNDATIONS WILL BE
,i _ AVAILABLE TO THE CONTRACTOR FOR REMOVAL PER
~ CONTRACTOR MUST MAINTAIN THE FOLLOWING SCHEDULE:
ti, ~ ~ _ ~ A 50 BUFFER FROM BANKS OF I w ~
Thi~11~ ~r EXISTING STREAM AND POND. _ ~ , ~ STRUCTURES 1, 3, 5, 8 AND 9 WILL BE AVAILABLE BY 11-1-04 FRANKLIN COUNTY
~ , abi~.~ ~ NO LAND DISTURBANCE Z . STRUCTURES 2 AND 4 WILL BE AVAILABLE BY 11-15-04
I ~ C) MAY OCCUR IN THIS AREA. TREES STRUCTURES 6 AND 7 WILL NOT BE REMOVED Autocad Drawing Reference:
~ 4_ _ r. = IN THIS AREA MUST BE CUT BY FC_027_CG-1.dwg
r~ r r~~ HAND AND REMOVED WITHOUT Date: Drawing Number:
1 ERING THE BUFFER AREA WITH ~ . ~ ~ - ~ ~ ENT AUGUST 2004
m ~ MECHANIZED E UIPMENT. Q ~ -1
m ' Business Unit:
RALEIGH

SAFETY AND SECURITY HAUL ROUTES, STAGING AREAS, AND CONSTRUCTION ACTIVITIES CONT'D GENERAL
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DETAILED
1. THE CONTRACTOR WILL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE 8. ALL ROADWAYS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC. AT ALL CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATIONS PROVIDE ~ ~1lr1
FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: TIMES. ANY SPILLAGE OF SOIL, DEBRIS OR OTHER MATERIALS SHALL BE GENERAL CONSTRUCTION SEQUENCE AND SAFETY PARAMETERS WHICH MUST BE
• OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION CLEANED UP IMMEDIATELY USING APPROPRIATE POWER SWEEPERS, INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S EROSION
AC 150/5370-2E. BLOWERS OR OTHER APPROVED EQUIPMENT, BY THE CONTRACTOR AFTER CONTROL PLAN SHALL BE INCORPORATED INTO THE CONSTRUCTION SEQUENCE PLAN.
• AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18B. PROMPT NOTIFICATION BY THE ENGINEER OR AIRPORT OWNER. DUST GENERATED .
• PARKING, MARKING, AND LIGHTING OF VEHICLES USED ON AIRPORT DUE TO CONSTRUCTION ACTIVITIES SHALL BE ADEQUATELY CONTROLLED AT ALL THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUENTIAL ORDER ~ ~ `
AC 150/5210-5B. TIMES. A PROGRAM OF REGULAR INSPECTION SHALL BE IMPLEMENTED BY THE AS LISTED BELOW: FRANKLIN COUNTY, NORTH CAROLINA
CONTRACTOR, AND COORDINATED WITH THE AIRPORT OWNER AND THE ENGINEER.
2. NOTICE TO AIRMEN (NOTAMS) -THE CONTRACTOR SHALL SCHEDULE AND . MOBILIZATION THE
PROVIDE THE NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS 9. ALL EQUIPMENT MUST BE RETURNED TO THE STAGING AREA AT THE END OF • EROSION CONTROL
SO THAT OWNER CAN ADVISE THE FLIGHT SERVICE STATION AND ISSUE LPA • CLEARING AND GRUBBING - -
EACH WORK DAY AND WHEN NOT ENGAGED IN THE CONSTRUCTION DURING GROUP SEEDING AND MULCHING
NOTAM(S) IN ACCORDANCE WITH ESTABLISHED CRITERIA. NON-WORKING DAYS AND NIGHTS. OWNER WILL DESIGNATE AREAS FOR TRANSPORTATION CONSULTANTS
CONTRACTOR'S EMPLOYEES AUTO PARKING. PLANNED TEMPORARY EROSION CONTROL FEATURES
3. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THE LPA GROUP of North Carolina, p.a.
THROUGH THE PROJECT ACCESS LOCATIONS SHOWN ON THESE PLANS. 10. BURNING OF DEBRIS MAY BE PERMITTED, SUBJECT TO THE APPROVAL OF THE 4904 Professional Court, Suite 201 1. TEMPORARY CONSTRUCTION ENTRANCE PAD Ralei h North Carolina
OWNER. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, AND COMPLY 4. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. WITH CONDITIONS IN THE SPECIFICATIONS. g , 27609
2. TEMPORARY SILT FENCE Member of THE LPA GROUP IN RP R T CO 0 A ED
THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED 3. TEMPORARY RIP RAP CHECK DAMS ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, sc
AREAS AT ANY TIME UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER 11. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
OR AIRPORT OWNER. CONSTRUCTION AND REPORT TO ENGINEER ANY VARIATIONS FROM THE OBTAIN APPLICABLE PERMITS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. GREENSBORO, NC • GULFPORT, MS • KNOXVILLE, TN MOBILE, AL • MYRTLE BEACH, SC • ORLANDO, FL
INFORMATION SHOWN ON CONSTRUCTION PLANS. RALEIGH, NC • RICHMOND, VA • SARASOTA, FL
HAUL ROUTES, STAGING AREAS AND CONSTRUCTION ACTIVITIES ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED IN ACCORDANCE TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
EXIST. CONDITIONS/UNDERGROUND AND CONCEALED FACILITIES WITH ITEMS T-901 AND T-908 OF THE SPECIFICATIONS. Designer:
5. THE CONTRACTOR'S STAGING AREA AND HAUL ROUTES SHOWN ON THE ANY FlNES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL OR THE g~yy
PLANS ARE GENERAL AND FOR INFORMATION PURPOSES ONLY. THE ACTUAL 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION CAR
SIZE AND LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED N AREA. ANY • GOVERNMENTAL AGENCIES FOR NON-PERFORMANCE OF THE EROSION CONTR. •••••••~i ~L Technician: ~ 0~ ' .,/~i ; ~ ~ ' •.9
OF ALL EXISTING UTILITIES AND PIPELINES IN THE CONSTRUCTIO BY OWNER PRIOR TO CONSTRUCTION. A E TO X STING UTILITIES OR PIPELINES ON OR OFF AIRPORT PROPERTY RE UIREMENTS OF THIS PROJECT AGAINST THE AIRPORT ~ . Q AUTHORITY SHALL BZW - SEAL
DAM G E I ( ) BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND ANY SUCH - Checked by: = 020563
6. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN DAMAGED BY CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED FROM
ON THE PROJECT LAYOUT SHEET AND HIS APPROVED PHASING PLAN. THE CONTRACTOR SHALL REPAIR ALL UTILITY/PIPELINE DAMAGED BY THE CONTRACTOR MONIES DUE AT THE COMPLETION OF THIS PROJECT. ,,~,A •FN~ EE•.• Q
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE AT NO ADDITIONAL COST TO OWNER. Project Number: 8~
ENGINEER TO MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS ~nnnn~ ~ Il~o4 PHASING RA3oso24
' O INSURE COMPLIANCE WITH SAFETY 13. CABLES WILL BE LOCATED AND MARKED BY CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORS RESPONSIBILITY T CONTRACTOR SHALL PROTECT EXISTING CABLES. ANY CABLES DAMAGED DURING
REQUIREMENTS AND TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS CONSTRUCTION WILL BE REPAIRED BY THE CONTRACTOR. CONTRACTOR SHALL PAY 1. ATTEND PRECONSTRUCTION CONFERENCE.
DURING CONSTRUCTION. ALL COSTS ASSOCIATED WITH THE REPAIR OF CABLES AT NO ADDITIONAL COST TO OWNER. 2. INSTALL EROSION CONTROL MEASURES.
7. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED AS PART OF THE
T SS R A CONTRACTOR'S STAGING AREA AND HAUL ROUTE 14. THE CONTRACTOR WILL BE RESPONSIBLE FOR STAKING AND GRADE CONTROL OF CONTRAC ORS ACCE 0 D, , 3. PERFORM CLEARING AND GRUBBING OPERATIONS
ALL ELEMENTS OF THE CONSTRUCTION. CONTRACTOR SHALL LOCATE AND 4. SEED AND MULCH ANY DISTURBED AREAS.
SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AFTER COMPLETION OF THE STAKE OUT ALL PROPERTY LINES AND LIMITS OF CLEARING AND GRUBBING
PROJECT. IN ADDITION, ALL EXISTING ROADS THAT IMLL BE USED AS THE FOR APPROVAL BY THE ENGINEER AND OWNER PRIOR TO BEGINNING CONSTRUCTION. 5. ONCE PERMANENT SEEDING HAS BEEN ESTABLISHED,
CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING CONSTRUCTION NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM. REMOVE ALL TEMPORARY EROSION CONTROL FEATURES.
AND RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. NO SEPARATE SEED AND MULCH THE AREAS EFFECTED BY THE
MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM.
REMOVAL
MAINTENANCE PLAN 200' 100' 0 200' 400'
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL GRAPHIC SCALE BAR
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL
REVISIONS BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
8'-0" MAX. POST SPACING No. Description Date By
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
WOVEN WIRE FENCE BECOMES ABOUT 0.5 FT. DEEP. THE EROSION CONTROL
BARRIER WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. THE ENGINEER MAY DIRECT THAT ADDITIONAL SILT FENCING BE
0 INSTALLED AT ANY TIME PRIOR TO FINAL ACCEPTANCE.
I M
Z
EXIST. GROUND LINE 50' MIN.
SYNTHETIC FILTER FABRIC BUT SUFFICIENT TO KEEP A ,.5'
SEDIMENT ON SITE 9" MIN. MIN. FAA A.I.P. Project Number:
ELEVATION VIEW
NOTES: Project Name:
STEEL OR WOVEN WIRE FENCE ~ 2"-3" STONE TO BE USED 25' OR WIDTH OF OR TREE PROTECTION FENCE UP
WOODEN POST ~ Q PROPOSED STREET, 1 • PUT SILT FENCE OR TREE PF z 3 (SURGE STONE OR RAILROAD ~ o WHICHEVER IS TO ENSURE CONSTRUCTION E ISTRUCTION ENTRANCE IS USED. FlLTER FABRIC
N Q BALLAST) SYNTHETIC FILTER FABRIC X o GREATER. B TR TI
w ~ 2. IF CONSTRUCTION ON THE SI NON THE SITE ARE SUCH THAT A
THE MUD IS NOT REMOVED E T REMOVED BY THE VEHICLE TRAVELING CLASS 'B' EROSION
E, THEN THE TIRES OF THE VEHICLES CONTROL STONE
o OVER THE STONE, THEN THE I MUST BE WASHED BEFORE EI .D BEFORE ENTERING THE PUBLIC 24° MAX.
18 MIN. PLAN ROAD. ~%1 2. AT CENTER Drawing Name: 7
EXIST. GROUND LINE
15' MIN. 3. IF A PROJECT CONTINUES TC .ONTINUES TO PULL MUD AND DEBRIS ' ~
- " 35 MIN. ON TO THE PUBLIC ROAD TI 6 MIN. . N L ILIC ROAD, THE CONTRACTOR SHALL
z - 00 CLEAN THE AREA. A• SECTION A-A AN D
~ _ FILTER FABRIC
4" 12" MIN. I L L =THE DISTANCE SUCH THAT POINTS
COMPACTED SOIL OR GRAVEL A AND B ARE OF EQUAL ELEVATION L

SECTION VIEW A B ~ - L , 2 / \
EXISTING FABRIC UNDER STONE NOTE.
ROADWAY FRANKLIN COUNTY
INSTALL SILT FENCE WHERE SHOWN ON THE PLANS AND CROSS SECTION ~
MAINTAIN UNTIL DISTURBED AREA IS COMPLETELY STABILIZED. ~ Autocad Drawing Reference:
FC_024 EC 1.dwg
2 Date: Drawing Number:
1 3 EC-1 AUGUST 2004
EC-1 N.T.S. N.T.S. N.T.S. EC-1 -1
Business Unit:
RALEIGH

5'
12" NCDOT
#57 WASHED STONE MIN. CLASS 'B' RIP RAP
3 1,
~ ~ ~ REST OF WEIR
8 MAX
' ~ 2 MIN.
3'
3' COMPACTED SC )MPACTED SOIL _ _ i ~~i
TOE
F I ~1I-:~ I ~ ~~~[I 1=1I L ' I ~-I i h_ oo ? Ow y a i i-7~ r--~ F~ i i~ i F1,
/ ~
DAM DESIGN STORAGE CAPACITY WEIR LENGTH DAM HEIGHT DESIGN SURFACE AREA ~ FRANKLIN COUNTY NORTH CAROLINA 6 TYPICAL ~~/%/i/,~!/,/,~//.~i~//~
(FT 3) (FT) (FT) (SF)
A 68 400 15 4 22,800 NOTE: , VOTE: THE
EMPORARY SILT DIVERSION DITCH WILL NOT BE MEASURED. LPA
B 67,500 15 4 22,500 TEMPORARY S COST WILL BE ~OST WILL BE INCIDENTAL TO OTHER ITEMS. DITCHES SHALL
BE RETURNED GROUP ~E RETURNED TO THEIR ORIGINAL CONDITION AT THE CONCLUSION
OF THE PROJE iF THE PROJECT ONCE PERMANENT GROUND COVER HAS TRANSPORTATION CONSULTANTS
BEEN ESTABLI ~EEN ESTABLISHED.
THE LPA GROUP of North Carolina, p.a.
NOTES: , 4904 Professional Court, Suite 201
1. STORAGE CAPACITY SHALL BE 1800 FT 3/ ACRE OF DISTURBED AREA. 3 Raleigh, North Carolina 27609
2. STONE SIZE SHALL BE CLASS 'B' WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57 N.T.S. EC-2 Member of THE LPA GROUP INCORPORATED
X57 STONE SHALL BE INCIDENTAL TO THE PROJECT. ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC GREENSBORO, NC • GULFPORT, MS • KNOXVILLE, TN
3. PLACE FILTER FABRIC BELOW RIP RAP. FABRIC SHALL BE INCIDENTAL. MOBILE, AL • MYRTLE BEACH, SC • ORLANDO, FL
4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER. RALEIGH, NC • RICHMOND, VA • SARASOTA, FL TALLAHASSEE, FL • TAMPA, FL • WEST PALM BEACH, FL
5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME
6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED Designer:
FROM THE WEIR ELEVATION. ``,`~NUnurl~~~~~'
BZW CAR
7. EARTHWORK REQUIRED FOR THE CONSTRUCTION OF TEMPORARY ROCK DAMS Technician: ~ ti ~ • •.9
WILL NOT BE MEASURED FOR PAYMENT AND SHALL BE INCIDENTAL TO THE PROJECT. BZW SEAL
= 02056 = Checked by:
~ .GINS . Q
N.T.S. EC-2 1~ 1• Project Number: ~ G . 8 - aG
VEGETATED " I+`' ~ ~ 111 ~ TRANSITION RA306024
111 i\ I 1, ' TO 0% GRADE
DIVERSION ~\~i„ lU, IU, i~~i„

~ ~ 111, 1,1~ , ~ 61~ . ,
111, lug
' ~U` i 5 bl , 111, 1111 , i • I1'~ v ~tl, i
i~~i „ 1.5 111, ~\}I v Il,l ~
i ~ i MIN. No. 57 STONE ,,ti~~, 111, „
i ~ i~~i„ II ~ 111,
, 1 ``i i, ~ i\1 ~~I ~ ~
~ ~r~STORAGE 5 MAX 111
ti• 2. ~ I~~ i~~i i~~i
t I>>~ , ~ lip 111 1, 11
lu, ~~~i„ 111, ~~}i„ ~ i\~~
li~~ I t\) IU, I i III
CROSS SECTION FILTER FABRIC •1 1 1 t\II
21" MIN. ,I'` ~ ~\'I 111
~y~ , ~
III r ~~~I I\) ~\~I i,
li~~ STABLE UNDISTURBED 1i1' 1 REVISIONS ~\~I~, ~\flv 111
OUTLET 111' ~\~i„ No. Description Date By
r r~/~i WEIR LENGTH
~ ~ ~ ~ ri ~ /ri/ri r r
r~~/~r/~r~rr~ ~ ~i r~i r ~ r ri~i / rid ~ ~ ~ ~ r~r~r~/~/~r~
ri r r ri riyi r ~ ~ ~ ~ ~ /r //~/ij/i~~ir MATERIAL STAPLED 5 MAX. ~ ~ ~r~/~~~ VARIES
rj~/~/~~/~~~~~j~~~j~~~j~~/j~~r r ~rr~ /r r r Nr EMERGENCY BY PASS ~ / r / r~i~i IN PLACE
r/i /ir/%r/i~///~r~r~r~ ~ 6" BELOW SETTLED TOP ~ ~ ~ /r fir/ /r rr rr r ~ ~ y r~ rye ~ ~ ~
OF DAM. 6" MIN.
3'
MIN. NATURAL GROUND
\ \ \ FILTER FABRIC 2:1 SIDE ~ ~ ~ ~ 'r i~
/ ~ i//// /
SLOPE MAX. \ -
1:1 SIDE S \
LEVEL LIP ® EROSION CONTROL REVISIONS 9 09 04 BZW
~ ~
BURIED TRAP REQ D STORAGE CAPACITY IMDTH LENGTH STORAGE DEPTH WEIR LENGTH REQ D SURFACE AREA BURIED 6" MIN. ~ ADDENDUM N0. 1 8 23 04 BZW FAA A.I.P. Project Number:
(FT 3) (FT) (FT) (FT) (FT) (SF)
A 7,560 30 85 3 12 1,786 SPREADEE SPREADER ENTRANCE WIDTH DEPTH END WIDTH LENGTH
A A 24' 0.7' 3' 30' Project Name:
C 11,880 30 100 4 12 2,588 B B 24' 0.7' 3' 30'
D 13,968 35 100 4 12 3,040 C TR C 10 0.5 3 10
LEARIN
NOTES:
NOTES: 1. THE MATTING SHALL TTING SHALL BE A MINIMUM OF 4' WIDE AND BURIED INTO TRENCH. THE UPPER Drawing Name:
1. MAINTAIN EXISTING TEMPORARY SEDIMENT TRAPS. EDGE SHALL BUTT A 1ALL BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE
a WITH CLOSELY SPACI 2. STORAGE CAPACITY SHALL BE 1800 FT /ACRE OF DISTURBED AREA. .OSELY SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12" LONG.
GENERAL NOTES
3. STONE SIZE SHALL BE CLASS 'B' WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57 2. ENSURE THAT THE ~ THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF.
#57 STONE SHALL BE INCIDENTAL TO THE PROJECT. 3. CONSTRUCT THE LEA UCT THE LEVEL SPREADER ON UNDISTURBED SOIL.
4. PLACE FILTER FABRIC BELOW RIP RAP. FABRIC SHALL BE INCIDENTAL. , 4. CONSTRUCT A 20 T UCT A 20' TRANSITION SECTION FROM THE DIVERSION CHANNEL TO BLEND
5. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER. SMOOTHLY TO THE ~ ILY TO THE WIDTH AND DEPTH OF THE SPREADER.
6. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME 5. DISPERSE RUNOFF FI iE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT
EED 10%.
7. RE UIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED TO EXCEED 10%. Q
FROM THE WEIR ELEVATION. 6. IMMEDIATELY AFTER ,TELY AFTER CONSTRUCTION, SEED AND MULCH THE ENTIRE DISTURBED AREA FRANKLIN COUNTY
8. EARTHWORK REQUIRED FOR THE CONSTRUCTION OF SEDIMENT TRAPS WILL NOT OF THE SPREADER. SPREADER.
BE MEASURED FOR PAYMENT AND SHALL BE INCIDENTAL TO THE PROJECT. Autocad Drawing Reference:
4 FC 024 EC-1.dwg
EC-3 Date: Drawing Number:
2 N.T.S. AUGUST 2004
N.T.S. EC-2
Business Unit:
RALEIGH