20070329 Ver 1_Application_20070226

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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
February 21, 2007
Ms. Sue Homewood
NC Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Mr. Andy Williams
US Army Corps of Engineers
650$ Falls of the Neuse Suite 120
Raleigh, NC 27615-6814
(Two Copies)
LYNDO TIPPETT
SECRETARY
070329
Subject: Alamance County, Bridge Replacement on Salem Church Road (SR 2142)
Project Number #78.200114.12
To Whom It May Concern:
The North Carolina Department of Transportation (NCDOT) proposes to replace a structurally
deficient bridge with a new Three Sided Concrete Box Culvert (Bottomless) on Concrete Footings on
Salem Church Road in order to maintain traffic safety. In an effort to obtain the necessary permits
for the subject bridge replacement, we are providing apre-construction notification application with
supporting documentation. We believe this project can be permitted under the Nationwide Permit
14. This application is intended as a request for Nationwide Permit 14 from the US Army Corps of
Engineers. We are also requesting authorization from NC Division of Water Quality to replace the
pipes under General Water Quality Certificate # 3494 (NWP 14). The following information is being
provided to satisfy Condition 1 of General Water Quality Certificate # 3494.
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]

PROJECT INFORMATION
Road Name SR Number Project Length
miles Classification
Salem Church
Road SR 2142 N/A Rural
River Basin: DWQ
ID Water Quality
Desi ation % Impervious
Surface
Ca e Fear 16-25 C; NSW N A
Buffer Rulesa Buffer Rule Conditions where a licable
N A
Protected Species
Presentb Mapped Historic
Pro erties~ CAMA
AEC Essential Fishery
Habitat
No No No No
a Separate documentation attached as needed: b 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 Salem Church Road Stream Type Perennial
Station
Existing 20 ft X 32 ft Long Proposed 40ft W X Eft H X 40ft L
Bride Brid e
Construction Place bottomless Concrete Three Dewatering N/A
Method Sided Culvert on concrete Device*
footin s outside of stream
Burial Depth N/A E/C Plan
Date
Construction As soon as practicable Duration One week
Date
Im acts ft. 0 ft-enclosure; 30 linear ft-ri -ra ; 0 sf-tem or im acts
Special
Conditions
Restoration Within 15 working days of the pipe replacement the natural stream contours
Plan will be restored and seeded. Temporary silt screens will be cleaned and
removed followin ve etation 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.
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 apre-construction meeting) with the Division Environmental
Officer.
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. 1336) 334-3637

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,
.~~ ~ 1~~~
r. J.M. Mills, P.E.
Division Engineer, Division 7
Enclosures
CC: Jerry Parker. NCDOT
Dennis Johnson, Bridge Maintenance NCDOT
Barry Harrington, NCDOT
C.E. Edwards, NCDOT
M. Venable, NCDJT
NCDWQ Wetlands/401 Unit
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. (3361 334-3192 Fax No. [phone]

Office Use Only: Form Ve 9on May 2002
2 0 0 7 0 3 2
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Cazolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. J.M. Mills P.E, Division Engineer -Division 7
Mailing Address: P.O. Box 14996
Greensboro NC
Telephone Number:~336) 334-3192 Fax Number: (336)_334-3673
E-mail Address: mmills a dot.state.nc.us
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: Jerry A Pazker
Company Affiliation: NCDOT
Mailing Address: P.O. Box 14996
Greensboro NC '
Telephone Number:~336) 256-2063 Fax Number: [phone]
E-mail Address: ipazker dot state nc us
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 cleazly 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: Replacement of Bridge #$9 on Salem Church Rd in Alamance County
2. T.I.P. Project Number or State Project Number (NCDOT Only): 7B.20114.12
3. Property Identification Number (Tax PIN): Not Applicable
4. Location
County: Alamance Nearest Town: Saxapahaw
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.):
The project is in western Alamance County near Saxapahaw. From I-85/40 neaz
Burlington, take NC 54 and head south for approximately 7.5 miles to Mineral Springs Rd
(SR 2147}. Turn right on Mineral Springs Road and go approx 1.5 miles to Salem Church
Rd (SR 2142) on the right. Turn right and site is approx 0.20 miles after turning,
5. Site coordinates, if available (LTTM or Lat/Long): See Attached 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. Property size (acres): Not Applicable
7. Nearest body of water (stream/river/sound/ocean/lake): Motes Creek
8. River Basin: Cape Fear River
Page 2 of 9

(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.eiu•.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural residential and farmland
10. Describe the overall project in detail, including the type of equipment to be used:
The project will involve the replacement of a structurally deficient timber bridge with a
bottomless Three sided Concrete Box Culvert placed on concrete footings_Equipment used
will be standazd road construction equipment (trackhoe, grader, backhoe, and bulldozer).
11. Explain the purpose of the proposed work: To replace a structurally deficient bridge.
Replacement is necessazy in order to bring the structure up tQ standard specifications.
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.
Not Applicable
V. Puture 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.
Not Applicable
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 axe 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.
Page 3 of 9

Provide a written description of the proposed impacts: The Department does not anticipate
permanent impacts during construction of the bridge because the concrete footings that will
sup op rt the box culvert will be placed parallel and on both sides of the stream but not in the
stream. A puma around or diversion channel will not be necessa„r~ during construction since
work will be performed outside of the stream. The area for the concrete footings will be
excavated after demolition of the old bridge. Any water entering the excavated azea will be
pumped into a silt bag which will be located within the ROW and outside of any wetlands.
Permanent impacts will result from the placement of rip-rap at each end of the new structure to
help stabilize the stream banks. No riprap is proposed to be placed within the stream. Within 15
working days of the activity, all temporary structures will be entirely removed and natural stream
contours will be restored and seeded.
1. 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***
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
(F1RM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htt it/h~w~t . fema eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: Not Applicable
Total azea of wetland impact proposed: Not Applicable
2. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
leases eci
Bridge #89
Salem Church
Road
replacement Oft (en)
3 Oft(rp)
Motes Creek
6 to 8 ft
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. ]f 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
~~~~-~~.us~~s.aov. Several Internet sites also allow direct download and printing of USGS maps (e.g., «~~~~.topozcme.ccnn,
~~~~ i~.mayue~t.com, etc.).
Page 4 of 9

Cumulative impacts (lineaz distance in feet) to all streams on site: There will be no direct
anticipated impacts to the stream Best Management Practices will be utilized during the
demolition of the old bridge Riprap will be placed glop tg he banks of the stream in the
bridge area, but no riprap is proposed to be in the stream.
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water impact

Site Number
indicate on ma
*
Type of Impact Area of

Impact
acres
Name of Waterbody
(if applicable) Type of Waterbody

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

* List each impact sepazately 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.): Not Applicable
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Not Ap,_plicable
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.
The proposed activity is being conducted to replace a structurally deficient structure and insure
the public safety. Temporarypacts will be minimized by strict enforcement of Best
M aaement Practices for the protection of wetland and surface waters, restrictions against the
staging_of equipment in or adjacent to waters of the US, and coordination with the Division
Environmental Officer.
Page 5 of 9

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on Mazch 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 aze 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 similaz
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
htt~://h2o.ei~r.state.nc.us/ncwetlands/strmaide.11tn11.
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 finding_of insignificant impact is anticipated: therefore, a miti atg ion. plan is not provided.
Permanent impacts will result only from the placement of rip-rap above the ordinary high
water mark. No Outstanding Resource Waters,. federally protected species or their habitats,
or essential fishery habitats occur in the project azea. The project is not located iri a High
Quality Water.
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
(919) 733-520$ 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://112o.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:
Page 6 of 9

Amount of stream mitigation requested (lineaz feet): Not Applicable
Amount of buffer mitigation requested (square feet): Not Applicable
Amount of Riparian wetland mitigation requested (acres): Not Applicable
Amount ofNon-riparian wetland mitigation requested (acres): Nat Applicable
Amount of Coastal wetland mitigation requested (acres): Not Applicable
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federaUstate) land?
Yes ® No ^
If yes, does the project require prepazation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you aze 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 iiparian 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 aze 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), 1 SA NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify
Yes ~, No X_ If you answered "yes", provide the following
information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page 7 of 9

Zone* Impact
s ware feet Multiplier Required
Miti ation
1 N/A 3
2 N/A l .5
Total N/A
___
* Zone 1 extends out 30 feet perpendiculaz from neaz 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 1 SA NCAC 2B .0242 or .0260.
Not Applicable
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.
The nronosed activity involves the replacement of an existing structure with no addition to the
travel lane: therefore the percent new impervious surface equals 0%. Because the percent new
impervious surface is less than 30% stormwater controls are not being provided.
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.
Not Applicable
XIII. Violations {required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No X
Isthis anafter-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).

Z~ Z3 ~ 1~-j
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

~~
N.C. D.O.T.
BRIDGE MAINT. DEPT.
EROSION CONTROL SEQUENCE
COUNTY Alamance
BRIDGE NO. 89
S.R. No. SR 2142 Salem Church Rd.
PROJECT No. 78.200114,12
DESCRIPTION:
REMOVAL of EXISTING BRIDGE 20' X 32' LONG
and REPLACE with 3 SIDED CONCRETE BOX CULVERT 1 ~ 40' X 6' X 40' LONG
55' to end of Win Wall
Note:
All Erosion Control devices 8~ proper installation plus maintenance of erosion control will be pertormed
b usin - NCDOT Best Mana ement Practices for Construction and Maintenance Activates Manual
1 PLACE FILTER FABRIC UNDER BRIDGE TO CATCH ASPHALT S DEBRIS
2 REMOVE EXISTING BRIDGE THEN FILTER FABRIC
3 USE SILT BAG FOR STILLING BASIN
4 SANDBAGS IF NEEDED TO DIVERT STREAM FROM FOOTING
N®te: IF NEEDED -BUILD ABC COFFER DAMS WRAPPED WITH PLASTIC IN WORST CASE
5 EXCAVATE SOIL to PROPER REQUIRED DEPTH FOOTING No. 1
6 INSTALL SILT FENCE AS NEEDED AND PUMP EXCESS WATER INTO SILT BAG.
7 POUR CONCRETE LEVELING PAD.
8 CONSTRUCT FORMS FOR FOOTING # 1 AND POUR CONCRETE.
9 EXCAVATE AREA FOR FOOTING # 2 TO REQUIRED DEPTH.
10 INSTALL SILT FENCE AS NEEDED AND PUMP EXCESS WATER INTO SILT BAG.
11 POUR CONCRETE LEVELING PAD.
12 CONSTRUCT FORMS FOR FOOTING # 2 AND POUR CONCRETE,
13 SET 3 SIDED CONCRETE CULVERT
14 BACKFILL CULVERT AND SHOULDERS.
15 PLACE FILTER FABRIC AND RIP RAP AS NEEDED.
16 SEED EXPOSED AREAS AS NEEDED
17 REMOVE ALL EROSION CONTROL DEVICES AFTER VEGETATION is ESTABLISHED
APPROXIMATE PROJECT START DATE N/A
PREPARED BY : J L C . RNE L TRANSPORTATION SUPV. DATE 2/5!2007
APPROVAL DIV. BRIDGE ENG. =. - Z - 8 -0~
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• COUNTY Alamance
BRIDGE NO. 89
S.R. No. SR 2142 Salem Church Rd.
PROJECT No. 7B.200114.12
SEQUENCE 1
7 PLACE FILTER FABRIC UNDER BRIDGE TO CATCH ASPHALT ~ DEBRIS
2 REMOVE EXISTING BRIDGE THEN FILTER FABRIC
3 USE SILT BAG FOR STILLING BASIN

FILTER FABRIC
UNDER BRIDGE
To keep debris out of Stre m

STREAM FLOW
~'' trees
jcomell

COUNTY Alamance
BRIDGE NO. 89
S.R. No. SR 2142 Salem Church Rd.
SEQUENCE 2
4 SANDBAGS IF NEEDED TO DIVERT STREAM FROM FOOTING
Note: IF NEEDED -BUILD ABC COFFER DAMS WRAPPED WITH PLASTIC IN WORST CASE
5 EXCAVATE SOIL to PROPER REQUIRED DEPTH FOOTING No. 1
6 INSTALL SILT FENCE AS NEEDED AND PUMP EXCESS WATER INTO SILT BAG.
7 POUR CONCRETE LEVELING PAD.
8 CONSTRUCT FORMS FOR FOOTING # 1 AND POUR CONCRETE,
SR 2142
_I ` Silt Fence as needed
I SANDBAGS if needed
FOOTING # 1'' .-, /to DIVERT STREAM FLOW
STREAM FLOW
PIPE 1
jcornell

COUNTY Alamance
BRIDGE NC $9
S.R. No. SR 2142 Salem Church Rd.
SEQUENCE3
9 EXCAVATE AREA FOR FOOTING # 2 TO REQUIRED DEPTH.
10 INSTALL SILT FENCE AS NEEDED AND PUMP EXCESS WATER INTO SILT BAG.
11 POUR CONCRETE LEVELING PAD.
12 CONSTRUCT FORMS FOR FOOTING # 2 AND POUR CONCRETE.
Silt Fence as needed
STREAM FLOW
~r
Silt Fence as ne ed
G#2
to DIVERT STREAM FLOW
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COUNTY Alamance
BRIDGE NC 89
S.R. No. SR 2142 Salem Church Rd.
SEQUENCE 4
13 SET 3 SIDED CONCRETE CULVERT
14 BACKFILL CULVERT AND SHOULDERS.
15 PLACE FILTER FABRIC AND RIP RAP AS NEEDED.
16 SEED EXPOSED AREAS AS NEEDED
17 REMOVE ALL EROSION CONTROL DEVICES AFTER VEGETATION is ESTABLISHED
SR 2142
HEADWALL
Rip Rap out of Stream

Fence as
--~-~
40' ~--- STREAM FLOW
55' --
FILTER FABRIC
UNDER RIP RAP
i~:.
SR 2142
LEGENDS
AREA TO BE SEEDED
BY BRIDGE MAlNT
0 ~~ rip rap
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Name: SAXAPAHAW Location: 035° 58' 27.2" N 079° 17' 45.8" W
Date: 2/13/2007 Caption: Salem Church Rd (SR 2142)
Scale: 1 inch equals 2000 feet Alamance County
Copyright (C) 1997,

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Salem Church Rd (SR 21=12) Do~ti-nstreaui ~-ie~~- from road.
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Salem Church Rd (SR 212) Vie«~ of bridge from do~~~i~stream side
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Salem Church Rd (SR 21.12) Vie«~ of bridge from upstreuu side