20041006 Ver 1_Complete File_20040616

14
U
1006
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
June 8, 2004
Ms. Beth Barnes
Wetlands/401 Unit
NC DENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
(Two Copies Courtesy Notification)
Mr. John Thomas
U.S. Army Corps of Engineers
Regulatory Field Office
6508 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 2761
(Two Copies)
WETLANDS/ 401 GROUP
JUN 1 g 2004
WATER QUALITY SECTION
LYNW TIPPETT
SECRETARY
SUBJECT: Alamance County, Replacement of structurally deficient one lane bridge to new two
lane bridge on McCray Road (SR 1754) crossing Deep Creek WBS# 33369.3.1
To Whom It May Concern:
The North Carolina Department of Transportation (NCDOT) proposes to replace a bridge on
McCray Rd (SR 1754) with new bridge. The proposed work is being done in order to reduce future
maintenance needs and increase traffic safety. This activity will result in impacts to Deep Creek. The
NCDOT anticipates that the bridge replacement activity will be authorized under Nationwide Permit
(NWP) 3 and 33. This application is intended as a request for Nationwides 3 and 33 from the US
Army Corps of Engineers. A courtesy notification is being provided to the NC Division of Water
Quality to satisfy conditions of General Water Quality Certificate # 3376 and #3366.
PHONE [phone] FAX [phone]
PROJECT INFORMATION
Road Name SR Number Project Length
miles Classification
McCra Road SR 1754 N/A Rural
River Basin: DWQ
ID Water Quality
Designation % Impervious Surface
Cape Fear 16-14-8-(1) WS-II; H W NSW N/A
Buffer Rule? Buffer Rule Conditions where applicable)
No Not Applicable
Protected Species
Presentb Mapped Historic
Properties` CAMA
AEC Essential Fishery
Habitat
No No No No
° Separate documentation attached as needed: ° See the attached Endangered Species Review Sheet for further
information: "When Applicable - See the attached Historic Review Letter for further information
BRIDGE REPLACEMENT INFORMATION
Site N/A Stream Type Perennial
(Station)
Existing 37 ft Long X 17 ft wide Proposed 97'3" ft X 30 ft W
Bride Pipe
Construction Pump Around Dewatering ABC Aggregate
Method Device*
Burial Depth One Foot E/C Plan See Attached
Date
Construction As soon as practicable Duration 15 days
Date
Impacts (ft.) The project will not exceed a total of 80 ft of permanent, temporary and
ri ra linear stream impacts.
Special
Conditions
Restoration Within 15 working days of the of the pipe replacement the natural stream
Plan contours will be restored and seeded. Temporary silt screens placed along
shoreline will be cleaned and removed following vegetation establishment.
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch; E/C =
Erosion control. *A less intrusive dewatering device may be used in lieu of the one proposed.
-2-
MINIMIZATION INFORMATION
Impacts will be minimized by strict enforcement of Best Management Practices for the protection of
surface waters and wetlands, restrictions against the staging of equipment in or adjacent to waters of
the US, and coordination (including a pre-construction meeting) with the Division Environmental
Officer.
MITIGATION INFORMATION
Stream mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 feet
Wetland mitigation is not anticipated, as wetland impacts do not exceed 0.10 acres and do not occur
in a unique natural wetland.
APPLICATION INFORMATION
Enclosed please find the Pre-construction Notification Form and supporting documentation for the
above referenced project. If you have any questions or need any additional information, please
contact Dennis Johnson at [phone] or Jerry Parker at [phone]. Your time and effort
are appreciated.
Sincerely,
c
J. . Mills, P.E.
t .
ivisio Engineer, Division 7
cc: Mr. Jerry Parker, Division Environmental Officer
Mr. Chuck Edwards, District Engineer
Mr. Dennis Johnson, Bridge Maintenance Engineer
Mr. Mike Venable, County Maintenance Engineer
Mr. Barry Harrington, Area Roadside Field Operations Engineer
-3-
Office Use Only: 1 1 r- Form Version October 2001
USACE Action ID No. DWQ No.
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
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3 & 33
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: Mr. J.M. Mills, P.E, Division Engineer - Division 7
Mailing Address: P.O. Box 14996
Greensboro NC 27415
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mmillsndot.state.nc.us
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: Jerry Parker
Company Affiliation: NCDOT - Division 7
Mailing Address: 1584 Yanceyyille Street
Greensboro NC 27415
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
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: McCray Road Bridge Replacement (SR 1754)
2. T.I.P. Project Number or State Project Number (NCDOT Only):WBS 433369.3.1
3. Property Identification Number (Tax PN: N/A
4. Location
County:. Alamance Nearest Town: Burlington
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): The site is off NC 62 north of
Burlington. From I-85/40 near Burlington take Exit 143 (NC 62) and head north through
Burlington following NC 62 signs. After leaving town stay on NC 62 and you will cross Haw
River and then Stoney Creek. McCray Road (SR 1754) is located approximately two miles
after crossing Stoney Creek. Turn right onto McCray Road and the bridge site is located
approximately 0.6 miles after turning
5. Site coordinates, if available (UTM or Lat/Long): See the attached USGS map.
(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:
Farm land, forest and low density residential
7. Property size (acres): N/A
Page 2 of 9
8. Nearest body of water (stream/river/sound/ocean/lake): Deep Creek
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: To replace a structurally deficient one lane
bridge with a new two lane bridge. Replacement is necessary to improve traffic safety and
bring the bridge up to current construction standards. Best Management Practices will be
utilized for the removal of the existing bridge. Coffer dams will be utilized to allow the
construction of the bridge bents in the dry. Attached plats describe the construction sequence
for the coffer dams.
11. List the type of equipment to be used to construct the project: Bridge construction
equipment (trackhoe, grader, backhoe, and bulldozer).
12. Describe the land use in the vicinity of this project: Farm land, forest and rural low density
residential.
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.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
N/A
VI. Proposed Impacts to Waters of the United StateslWaters 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
Page 3 of 9
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. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* 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 httn://Nvww. fenla. 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: N/A
Total area of wetland impact proposed: N/A
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)

Bridge Site
Bridge
replacement with
new bridge 80 ft(perm)
80 ft tmp)
80 ft (rp)
(See
below)

Deep Creek

6 to 10 feet

Perennial

* 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
Nvww.uses.-gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., w"w.topozone.com,
N4AyNy.111,11)glieSt.C0111, etc.).
Page 4 of 9
Cumulative impacts (linear distance in feet) to all streams on site: The cumaative impacts
are - 80 linear feet (althou hg this application is requesting f_or up to 80 feet of permanent
stream impacts, DOT expects to permanently impact much less than 80 linear feet of
strea)m, 80 linear feet- temporary(tmp impacts are the same area of impacts that have been
included in the permanent impacts (temporary impacts will be in the same area as the
proposed permanent stream impacts), 80 linear feet- rip rap (0) are also the same area of
impacts that have been included in the permanent impacts
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.
N/A

" 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Bridge replacement and widening activities are necessary to increase travel lane and shoulder
width to current construction standards. Impacts will be minimized by strict enforcement of Best
Management Practices for the protection of wetland and surface waters, restrictions against the
Page 5 of 9
staging of equipment in or adjacent to waters of the US, and coordination with the Division
Environmental Officer. Best Management Practices will also be utilized during the demolition of
the old bride.
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/ncwetlands/strm.gid e. html,
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A findin of f insignificant impact is anticipated. Cumulative impacts are less than 150 feet.
The maximum amount of impact to the stream is 80 linear feet. No Outstanding
Resource Waters, federally protected species or their habitats, or essential fishery habitats
occur in the project area. The project is located in a High Quality Water.
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
Page 6 of 9
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http:Uh2o.enr.state.nc.us/wrp/index.litrn. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (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 N/A )?
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.
Page 7 of 9
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone I 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 213 .0242 or .0260.
N/A
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.
In accordance with the Februarv 25. 1991 delegation agreement one coov of the sediment and
erosion control plan will be submitted to DENR - Division of Land Resources and NCDOT
Roadside Environmental Prior to construction.
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.
XM. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 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).
_ ,...,-_
Signature Date
is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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The fW Cnak(x}yall has bean identtfAd as high qualify water,
Th4 designatfon requires tpedcl procoduras to bo used for deorina
and arubbing, temporary steam couings, and grading operations
within the 'ErrAronmorhtally Serulttys Aroce Idene,4d on the plans.
TI-Is also squires special procadurss to be used for soeding and
mulching and staged seeding within the proled.
Cteoring and Grubbing:
Cradlnat
Once grading operations begin in identified 'Errvironn»rdolly Sensitive
Areas', work will program In a =rtfinuow manner unit wmplate. A11
corutrucrion within those areas must progress in a conflnuous marww
such that each phase Is complete and areas pamhananfiy stobilEad
Per to bnlrv ing of nwQ phase. failure on the part of the
Controdor to complete arry phase of conshvdfon In a contirwous
mannar in 'Envlronmentally Ssnzi,T" Araas' as spedfied will be dust
use fcr the Enginoar to drvct the wsporwion of work in acardance
with Sedfon 108-7 of the Standard Spec:ficatfont
Temporary Strum Croangu
Any C-owng of Itreame within the 1lmtt4 of this pro(adnhhhet be
osrompiished in ocoordonce with Section 107-13(b) of the
Standard Specifications.
Seeding and Mulching:
Saedkhg and mulching shall he performed In accordance with Section
1660 of the Standard SpadtlcaHons and wgefattve cover suffidenf
to restrain erosion shall be irutallod Immedatoly following grade
asighuhm ent.
Seedahg and mulching shoil be porformod on the areas disturbed by
constmHdion Immedictely following $nal grade aatabltshmerrt. No
c;prsdabls time shall lapse Into the contract tuna without
stabilization of slapw, ditches and other araae within the
'Brvircnmontafly Sensiftw Areas' as Indicated on the erosion control
plane.
Shag* Seedingh
The tygrk covantd by this sedfon shall consist of the ssfobPuhment of
a vegetafivs cover on cut and fill skpos as grading prograuss.
Saeding and mulching shall be dons In stagsn on art and fill slopae
which an greater than 20 feet (6 motors) in height or greater than
2 ages (O.a hedarm) In area. Each stags shall not woxad the
limits stated above.
All wwk described above wtll be paid for al the control unit prices
attabllshed In the cmtract for the work lnycfvsd. Add flonal
payments will not be made for the requirements of this section as the
cast for this work should be Included in the contract unit prk" for
the wark involved.
In areas identftlad on +4 erosion control plans as 'Environmentally
Se- ve 'kv4 s', the Contractor may perform clacring openztfons,
but not grubbing operatioru until immediately prior to beginning
grading operations as described In Section 100, Mde 100-1, In
the Standard Spadfictiarm The 'Environnxrttally Sonsittye Area'
shall be defmod as a 50 foot 06 metal buffer zone on both sides
of the stn.am for depnusion), mecwred from top of straombank,
(or canter of deptrsslon). Only clwrtng operatlons (not grubbing)
shall bo olowvd in this buffer zone until immediately prior to
beglnning grading operatfons. Eroslon control davit" shall be
Installed Immediately following the clearing operatlon.
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STATION: 10+28.00
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SECTION A-A MaLt STEEL TYPE.
LDCO POST HULL tE S FT.
IN NEIONT. DE IWTAL.Im
TO 1.9 FT. DEEP KINIIUY,
MULTI-DIRECTIONAL FLOW ?CSTEt1ALI:NOiNALL Al
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_
DIYEWICN VALE ?y M
FILTEAED >1
TATtA
SECTION Y•Y o
C
SINGLE-DIRECTIONAL FLOW E1:tC
PASTURE
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BEGIN VERTICAL MffTROL -.ooOw--
ST,Y5,00DO
---- SR- 1754 ABC C
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lEDIYENT catcrtiot. STOKE
9-mUM9AL 67
PLAN
NOTE ,
STRUCTURAL STONE SHALL BE STONE FOR
EROSION CONTROL (CLASS 11911).
SEDIMENT CONTROL STONE SHALL BE NO. 5
OR NO. 57 STONE.
i
21:WIQTNNLL
? 1 12^
Z' YIN 9'9 b e ' K
SECTION A-A
Special Stlllirg Bcsln(s)'
The work waned by this e#Cion consists of furnishing, plocnA, and
remvdng a special atil)tng basin(s) as dlrocled by the Engl-r,
The $pedal stilii?nq basin(s) shall be used ta filtKwater
dvrinp the drilled pier operation or the footing corstn.?ctfoft-
The fitter fabric shall mad tt» rrquinmsnta of Section 1056 for
Type 2 Fabric.
ion 1005.
control Sediment requirements of
Install star,* according to the detail shwn on the plans,
The special stilling basin(s) shall be a wator penneobie fobrk boo
that traps sand, slh, and fines as sedlmsnt laden water 4 pumped
into it. Th4 device shall be constructed such that 14 portable
and can ba used odjacent to the drilled pier operation or the footing
construction
The special stilling basin(s) shall be a bag coratructed to a minimum
also of 10'x 15' made from a nonwoven fabric It shall haw a bag
sewndn 5 in. (maximum) spovi for nscaiving pump dcschorg The
seams shall be sawn with a double needle mochlne using
a high strength threcd. The seams shall have a minimum wide width
strength as follows:
Test Method MInhur bfn-?ioN
ASTM D--4" 40 The fabric used to constnxl the bog shall be stabil zed to prayids
resistance to uhrn-violet degradation and meat tablfolloYnng
specffkatt m for flaw rat", strength, me pa lty:
Property Tat Method Units Mrdrrn+m Spscfflcatians
weight A5TM 0-3776 aaird 5.0
Grab tenslle WNW 0-4632 lb
lb 200.0
0
130
Puncture ASTM D-4833 .
Flow rcto A47M D-d491 galiniR4f 50.0
1
5
ForrnMMty ASTM 0-4991 thec
% .
0
70
UY ltasistcncs ASTM D-4355 .
SECTION B-B
'T - 12" YIN., W, WX.
o}
LL. F
N
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NEti?
0 0
f= j?
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The Contractor shall hutall the :pedal &fling basin In rxo?rda-
, ..,,_ ,_ u._ _t.... ,....1 m Lvntiene as dirwdsd by the
PROJECT laUENCE NO,
8-4001 SHEET NO.
EC-3
ID /J? 11W SHEET NO,
(i?(??t/?\L PLAN
NT NOTE: ANY DEVIATION FROM
OPTIONS GIVEN WILL ROADWAY DMON
@101NEER NYDMUUC3
ENGINEER
REQUIRE PRIOR APPROVAL
BY ENGINEER. y'
' {0?4AX. IVITHOUT h7NE?
I
YIDOLE AND yyERTICAL MIRES
SHALL BE 1*2 BAWE WIN.
TOP AND SOTTOW STRAND _ °... _ •-
68,111. BE 10 OAUOE YIN. / Seel sitlts spt ill al11, /M OrNet+. ????
X03
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tl J 11
J
WIRE FILTER FABRIC 4
G U

NOTES

WIRE SHALL BE A WINIMITS OF 32" FILTER FABRIC
IN WIDTH AND SHALL HAVE A MINIMUM :}
OF S NINE WIRES WITH 12. STAY COMPACTED FIL
- 1.
g
dS
L
SPACING,
FILTER FABRIC SHALL BE A MINI" ?,
O
F 08" IN WIDTH AND SHALL BE
w
FASTENED ADECt1ATELY TO THE WIRE AS 0
DIRECTED BY THE LL SNE I ?B EN3I
STEEL POST SHALL BE 61-01 IN S"? I 1
HEIOHT AND BE OF THE SELF-FASTENER
AN
STEEL TYPE
W03
. ` STEEL POST 2'•0" I!E T1
WD00 A
SHALL 6'•0" IN I 1
-
=
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tOpp pile
HEIGHT A S
pEPTH
ND AND
IN DIAMETER.
1 I
EXTENSION?OF FABRIC AND
W'IRg INTO TRENCH

OOb.01
SPECIAL STILLING BASIN
WITH -ROCK PAD
Special Stilling Scsin
sting Terrain
15.0 - 20.0 ft.
(4.6 - 6.1 m.)
Filter Fabric
8.0 in. (203 mm) of Sediment Control Stone
Stream Bank
High "Ry Won"
The by Creely"r) has been Id.miR.d u high gwllry wobr.
Thk d.danation mqulme'podal pmcodu.a to be coed Ian chorine
and trubb4q, t.mpa.,y ".m eoe.lnpp, end gmding .p-Mon,
within the 'E+Mronm'mally SeNINW Are IdenttMd on the pk.,6
Thal eke nquir" w lee Prec.dures le be wed forsoodl.1 end
mukNnp and e4jiul seeding within the proled.
O.edng oml Orubbingn
In anwo identified on the erode. control plum es 'Emlronmenlaly
S.mI1M Area', the Codm lw rnor por form deodng opemtionk
but not grubbing operations until Im»d'wAy pdw to b.glming
ding op.ml.m a do.cibod In Baden 700, Artide 200.1, In
the Slardanil s awti m. The 'Environmentally Ser.8" Apra'
.hog 6. i0ined ee a 50 toa oil rnol j buffer son, en bah Adoe
.1 the Rnem (or dopnwlen), moose ed tom tee of sk.ambcnk,
(ar rsnf o, of depreW.n). Only d.ruv oRerotom (na1 gvbbl,,W
.hag be .ileum, In thk bvFw rem L Imnrdlotey Oder M
b.glnnlnp pmdkhg ePomtnns. E+o.lsn connel devkes dell be
INhllod Immedahy lollowing the cteedng operatan.
cmdingl
Once gmdng ePemtom begia In Id-tiR.d 'Gnlronnh.nlailIyy S.mhIV.
Argo.', wok will progreoi In it mmtnu"u mar.hw unt11 compkt.. NI
caralnrch- within these -i mud "noes in • .Minuouti nu,,,es
wd1 the eedt shoes Y mmpbl. and arw y NeWiFa.d
Polar % b.gmng of next ph, failure'a the pa 1M
Cohtmdw f cempt.fe r y pheee of aomhudon In a -AM
man- in Rmkenm.nkly S.nsitho Amoe u saodfihd will be ILet
cones }or the &91- to died the MPomlon .l work In owrdonw
with S.den IDS-7 ( the Standard Sp. M.Hoft
T.mporry Strop. Crewing.;
Any ao..ing of Mtearm within the rmlis of thk pn4od mm be
ompmpfehod In Occordona with Sedlen 107-17(b) al the
Smndord SpodRarlbm.
S.edk g and Alukhingl
ll-di+q and ..1ching Ihall be peHorm.d In eacordame wHh section
1660 of the slondord 50.0M.Rom and vopefothe roves ".1-1
to ro'Imin worbn d.0 be Immlled k.mdohy folbwlrng grad.
.efab4hrnoN.
Seeding end mulching *.It be p"n-d en the eraq daturbed by
carhvdfon Irm.diot.y following final grode eemb0.h,,oK No
oppmdoble time .t+oR to Poe Irdo tha m*.d tkm WHIS.N
stabiliaptkn of slopes, dedue and ethw anal within the
Train m y Sensltf o Mar a Indksn.d on the - control
plom,
S." Seeding,
The wok a rvd by ids ".tf n "comet of the wtebl hmwt d
a vo0wat6e agrees on at and 511 slopes u grading PmF--
SeedN and muk hing h.11 be done In 'taose M VA and SDI I.Poo
whkh am phew lion 20 # .of !6 nh.Mn) In Might or g.ofw then
2 'oes (0.R hector..) in eons Fcdr dope Jw0 net crowd the
Bmhi'leted abon.
All work Awarlbed above will be paid for in the con"ad unit prlw
wtob"d In the conhecltor rtes work I-N.d.M.M.nol
=- will not be mod. for the Nquir-ft of th4 ""ion w the
wok 'heuk be Indud.d I. the con t,.d unit prow for
the wok Involved.

WBS NO. 33369.3.1
COUNTY: ALAMANCE
STATION: 10+28.00
REPLACES BRIDGE NO. 240
STATOI OF NORTH CAROLINA
all'A117MIIT OF TRADDSPORTAVION
NALRION
SURVEY OF BRIDGE NO. 240
ON SR 1754
OVER DEEP CREEK
I .enesuee
Xo BY DAT¦ 24
SCOIO XO. eT osn
81 Note: Provide Stabilized Outlet to Streambank 4-1F.
C+fSr7A0 Crlove cg.$ISTS Of TWO SPAMS
I 0 Is-0, Y1.69A. I •.01.01 I. 8EAM.
T/MC[R ACI?MEMTS. 14.2' CLEM ROAOwu'
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Plans
"Preliminary . ??
Do not
?nPL? 111
WBS NO. 33369.3.1
COUNTY: ALAMANCE
STATION: 10+28.00
REPLACES BRIDGE NO.2 0
s4A4= OP WORT 9 CAn IDI A
®?®dARYdAQCdY OP YfAAPCB DiVATGODi
NALWX
PLAN AND PROFILE LONG
qj SURYEY OF BRIDG #240
ON ?o. ¦V SR- DAW 1754 OVER DE P CREEK
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N.C. D.O.T.
BRIDGE MAINT. DEPT.
EROSION CONTROL SEQUENCE
COUNTY Alamance
BRIDGE NO. 240
S.R. No. SR 1754 McCray Rd
PROJECT No.
DESCRIPTION:
REMOVAL of EXISTING BRIDGE and Replace with new Bridge
These Plans are only showing Erosion Control Sequence with use of aCofferdam for this Project
Go to main Erosion Control Plans for other Erosion Control Sequences
1 Showing area for new End Bents and Piers
2 Placing Cofferdam in stream
using just enough area to drill shaft for Pier
3 Place silt fence as needed
4 Pump dirty water into silt bag
5 Place Filter Fabric under rip rap
6 Place Rip Rap
7 Place silt fence as needed
8 Placing Cofferdam in stream
using just enough area to drill shaft for Pier
9 Pump dirty water into silt bag
10 Place Filter Fabric under rip rap
11 Place Rip Rap
APPROXIMATE PROJECT START DATE N/A
PREPARED BY : J. L. Cornell TRANSPORTATION SUPV. DATE 6/10/04
APPROVAL DIV. BRIDGE ENG. _ D. I. Johnson DATE 6/11/04
jcornell
COUNTY Alamanco
BRIDGE NO. 240
S.R. No. SR 1754 McCray Rd
SEQUENCE1
1 Showing area for new End Bents and Piers
SR 1754
New End Bent
?l
New Pier
STREAM FLOW
'11?ew Pier
SR 1754 New End Bent
LEGENDS
0 trees
jcornell
COUNTY
Alamance
BRIDGE NO. 240
S.R. No. SR 1754 McCray Rd
Place silt fence as needed
1
1
SILT BAG TI
SEQUENCE2
2 Placing Cofferdam in stream
using just enough area to drill shaft for Pier
3 Place silt fence as needed
4 Pump dirty water into silt bag
SR 1754 Place silt fence as neede(
Cofferdam in stream give enough area
to drill shaff for Pier
r /,A
n
STREAM FLOW
0
SR 1754
i
0
LEGENDS
Coffer Dam area
Trees
Silt Fence
jcornell
COUNTY
BRIDGE NO.
Alamanco
240
S.R. No. SR 1754 McCray Rd
SEQUENCE3
3 Place silt fence as needed
NOTE: This Sequence is only showing Rip Rap along stream bank area
Go to main Erosion Control Plans for the final Sequences
5 Place Filter Fabric under rip rap
6 Place Rip Rap
Place silt fence as needed
1
SR 1754
Rip Rap around pier for scour
lace silt fence as needed
4
FILTER FABRIC ,
UNDER RIP RAP
STREAM FLOW

SR 1754 I

LEGENDS
00 Drip rap
°O
trees
jcomell
COUNTY Alamance
BRIDGE NO. 240
S.R. No. SR 1754 McCray Rd
SEQUENCE 4
7 Place silt fence as needed
8 Placing Cofferdam in stream
using just enough area to drill shaft for Pier
9 Pump dirty water into silt bag
SR 1754
FILTER FABRIC
Rip Rap around pier for scour DER RIP RAP ti/
Q>
STREAM FLOW

SILT BAG
.
Place silt fence as /needed
-- -------
rdam in stream to give enough area
to drill shaff for Pier
Place silt fence as nee
SR 1754
LEGENDS
Coffer Dam area
Trees
V
Silt Fence
rip rap
jcornell
COUNTY
BRIDGE NO.
Alamanco
240
S.R. No. SR 1754 McCray Rd
SEQUENCE5
Rip Rap around pier for scour

FILTER FABRIC
UNDER RIP RAP
STREAM FLOW
10 Place Filter Fabric under rip rap
11 Place Rip Rap
SR 1754

SIR 1754
i
0
trees
LEGENDS
a rip rap
4
O
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81 w
Name: LAKE BURLINGTON Location: 036° 09153.9" N 079° 22'44.0" W
Date: 6/14/2004 Caption: McCray Road (SR 1754)
Scale: 1 inch equals 2000 feet Bridge 240
Alamance County
Copyright (C) 1997, Maptech, Inc.