20061236 Ver 1_Application_20060802

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORo, NC 27415 LYNDo TIPPETT
GOVERNOR SECRETARY
July 28, 2006 D
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Mrs. Todd Tugwell 4
U.S. Army Corps of Engineers 40,50 2
Regulatory Field Office wf ri%SA STrFR vUq?006
6508 Falls of the Neuse Road, Suite 105 oRyQUIU/
Raleigh, North Carolina 2761 Ravch
(Two Copies)
Ms. Sue Homewood 061236
NC DENR Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
SUBJECT: Rockingham County, Replacement of Bridge #96 on Grooms Road (SR 2571) across
Jones Creek. Project # MA 07308B
To Whom It May Concern:
The North Carolina Department of Transportation (NCDOT) proposes to replace an existing 20 ft
X 106 ft timber deck bridge identified as Bridge #96 in Rockingham County with a three span 30 ft
X 127 ft cored slab bridge. Supports for the three spans will be outside of the stream banks. Coffer
dams and dewatering will be necessary for the construction of the bents. The NCDOT anticipates
that the proposed bridge replacement dewatering will be authorized under Nationwide Permits 3 and
33.. Except for the removal of the old bridge, all other work is proposed to be along the stream
banks or on high ground. This application is intended as a request for formal written authorization
from the USACE to replace the old bridge This application is also intended as a courtesy notification
to the NC Division of Water Quality. The following information is being provided to satisfy
Nationwide Permit Conditions (Federal Register January 15, 2002) and General Water Quality
Certification.
PHONE [phone] FAX [phone]
t
PROJECT INFORMATION
Road Name SR Number Structure Number
Grooms Road SR 2571 Bridge #96
River Basin: DID Stream Name
Roanoke 22-38-2 Jones Creek
Buffer Rules' Buffer Rule Conditions
where applicable) Water Quality
Designation
No Not Applicable WS-IV
Protected Species Presentb CAMA
AEC Essential Fishery Habitat
No No No
'Separate documentation attached as needed: ' See the attached Endangered Species Review Sheet for further
information.
STRUCTURE REPLACEMENT INFORMATION
Existing 20 X 106 ft long Bridge Proposed Three span 30 ft X 127 ft
Structure Structure long cored slab bridge
Construction BMP removal of old bridge and Dewatering Coffer Dams and pump
Method placement of high ground support Device*
bents
Burial Depth Not Applicable - Bottomless Survey Plan September 2005
Structure. Date
Construction As soon as possible Duration 3 months
Date
Impacts (ft.) No permanent stream impacts are anticipated, except during the removal of
the old pilings and bridge. All other permanent impacts are anticipated to be
upland impacts.
Temporary Temporary impacts are anticipated to be associated with the placement of
Impacts coffer dams for dewaterin .
Restoration Not Applicable
Plan
Special Not Applicable
Conditions
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 with the Division Environmental Officer.
-2-
1. T
MITIGATION INFORMATION
Stream mitigation is not anticipated, as the stream bottom will not be impacted as a result of this
project. Permanent impacts are limited to the placement of rip-rap dissipaters above the ordinary
high water mark.
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
cc: Mr.Jerry Parker, NCDOT Division Environmental Officer
Mr. Dennis Johnson, NCDOT Bridge Maintenance Engineer
Mr.Barry Harrington, NCDOT Area Roadside Field Operations Engineer
NCDWQ 401 /Wetlands
-3-
.
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
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 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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Mr. J.M. Mills. P.E. Division Enizineer - Division 7
Mailing Address: P.O. Box 14996
Greensboro NC
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mmillsna 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. Parker
Company Affiliation: NCDOT
Mailing Address: P.O. Box 14996
Greensboro NC
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page I of 9
M. 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: Replacement of Rockingham County Bridge #96 on Grooms Rd §R
2571)
2. T.I.P. Project Number or State Project Number (NCDOT Only): Project # MA 07308B
3. Property Identification Number (Tax PIN): Not Applicable
4. Location
County: Rockingham Nearest Town: Lawsonville
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.):
The project is located in the southeast sector of Rockingham County. From Greensboro,
take US 29 north.. Exit (#153) on NC 158 East a few miles north of Reidsville. Go
approximately 4.9 miles to Grooms Road (SR 2571. Turn right and go approximately 1.3
miles to the site.
5. Site coordinates, if available (UTM 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): Jones Creek
8. River Basin: Roanoke
(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/mal2s/.)
Page 2 of 9
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 forest
10. Describe the overall project in detail, including the type of equipment to be used:
The project will involve the replacement a structurally deficient timber bridge with a three
span bridge. Equipment used will be standard road construction equipment trackhoe. grate
backhoe. and bulldozer
11. Explain the purpose of the proposed work: To replace a structurally deficient bridge.
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. 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.
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 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.
Page 3 of 9
Provide a written description of the proposed impacts: No Permanent impacts are anticipated
be
except during the removal of the old bridge during which Best Management Practices will
utilized Temyorar_y strewn impacts will result from placement of coffer dams to allow. for
dewatering during the installation of the support bents Support bents are proposed to be placed
entirely upland Within 15 working days of the activity all temporary structures mdU 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 imutea to: mecnamzep cieanng, gauwg, Lu,,
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).
List the total acreage (estimated) of all existing wetlands on the property: Not Applicable
Total area of wetland impact proposed: Not Applicablg
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 Impact Perennial or
Intermittent?
leasespecify)
Bridge Temporary Fill Approx.
500 sf Jones Creek 15 to 25 ft Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not tutted to: culverts ana assoetatea np-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.usas.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.tgpozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: No permanent impacts. to
the stream are anticipated No permanent riprap isproposed to be in the stream. All bents
are to be placed upland and outside of the stream bed Tenprn impacts will include the
placement of cofferdams in the stream tp allow for kw
Page 4 of 9
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*
Impact Area
(if Name applicable) Wat) 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.): Not Applicable
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Not Applicable
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 bridge and ensure the
public safety. Temporary impacts will be minimized by strict enforcement of Best Management
Practices for the protection of wetland and surface waters restrictions against the stag of
equipment in or adjacent to waters of the US and coordination with the Division Environmental
Officer.
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.
Page 5 of 9
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/ncwetlands/strmaide.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 finding of insignificant impact is anticipated: therefore, a mitige ation plan is not provided. .
No Outstanding Resource Waters, federally protected species or their habitats, or essential
fishery habitats occur in the project area. The project is not located in 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
[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:
Amount of stream mitigation requested (linear feet): Not Applicable
Amount of buffer mitigation requested (square feet): Not Applicable
Amount of Riparian wetland mitigation requested (acres): Not Applicable
Amount of Non-riparian wetland mitigation requested (acres): Not Applicable
Amount of Coastal wetland mitigation requested (acres): Not Applicable
Page 6 of 9
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Randleman Lake Watershed )?
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. Required
Zone* s Impact
feet
Multiplier
Mitigation
I N/A 3
2 N/A 1.5
Total N/A
* 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.
Page 7 of 9
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.
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 proposed activity involves the replacement of an existing structure Because the percent new
impervious surface is less than 30% stormwater controls are not being provided. Deck drains on
the new bridge are proposed to be outside of the top of bank stream contour.
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
XM. Violations (required by DWQ)
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).
- 28''-0
Agent's Signature Date
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. Rockingham
BRIDGE NO. 96
S.R. No. 2571 Grooms Rd
PROJECT No. MA 07308B
DESCRIPTION:
REMOVAL of EXISTING BRIDGE 20 X 106 LONG
and REPLACE with Bridge Three Span Bridge 30 feet X 127 feet LONG
Note:
All Erosion Control devices & proper installation plus maintenance of erosion control will be performed
by using - NCDOT Best Management Practices for Construction and Maintenance Activites Manual
1 Clear and Grub area needed for construction. Install Erosion Control devices as sections are being
cleared.
2 Place filter fabric under bridge to catch asphalt & debris
3 Remove existing bridge then filter fabric.
4 Install SPECIAL STILLING BASIN (Silt Bag) for Drilled Shafts
5 Install coffer dam around Drill Shafts location at STA 10+80 to prevent material from entering stream.
Excavate for Drill Shafts and place concrete. Pump water from drilled shaft excavation into Special
6 Stilling Basin as needed.
7 Remove Coffer Dam.
8 Build forms and place concret for Interior Bent Caps.
9 Excavate End Bents to proper alignment and grade.
10 Drive "H-Piles" for end bents
11 Place Rip Rap on slopes as needed.
12 Set Cored Slabes for each span.
13 Backfill at end bents and construct approach slabs.
14 Pave project.
15 Construct shoulders.
16 Seed and Mulch project.
17 Remove all erosion control devices after vegetation is established.
APPROXIMATE PROJECT START DATE N/A
PREPARED BY : Tim Po ers, PE TRANSPORTATION TECH
APPROVAL DIV. BRIDGE ENG.
DATE 7/3/2006
DATE I -J-O//
COUNTY Rockingham
BRIDGE NO. 96
S.R. No. 2571 Grooms Rd
PROJECT No. MA 07308B
SEQUENCE1
1 Clear and Grub area needed for construction. Install Erosion Control devices as sections are being
cleared.
2 Place filter fabric under bridge to catch asphalt & debris
3 Remove existing bridge then filter fabric.
12571 Grooms Rd
FILTER FABRIC
UNDER BRIDGE
To keep debris out of Str m
17777 4 20
0
0
0
0
STREAM FLOW
106
2571 Grooms Rd I 0
LEGENDS
trees;;
COUNTY Rockingham
BRIDGE NO. 96
S.R. No.
Groom 0
SEQUENCE2
4 Install SPECIAL STILLING BASIN (Silt Bag) for dewatering Drilled Shafts excavations
5 Install coffer dam around Drill Shafts location at STA 10+80 to prevent material from
entering stream.
6 Excavate for Drill Shafts and place concrete. Pump water from drilled shaft excavation
into Special Stilling Basin as needed.
7 Remove Coffer Dam.
8 Build forms and place concret for Interior Bent Caps.
kL STILLING BASIN
Drilled
Intern
Silt Fence as needed
STREAM FLOW
10
Q
*?- Coffer Dam
Interior Ca
Silt Fence as needed
Drilled Shafts
SPECIAL STILLING BASIN
COUNTY Rockingham
BRIDGE NC 96
S.R. No. 2571 Grooms Rd
SEQUENCE 3
9 Excavate End Bents to proper alignment and grade.
10 Drive "H-Piles" for end bents
11 Place Rip Rap on slopes as needed.
Drilled
Interic
End Bents
H Piles
Class II Rip Rap as
needed to stabilize
Silt Fence as needed
STREAM FLOW
10
D
P-- Q End Bents
Cy I III III p
t H Piles

COUNTY Rockingham
BRIDGE NC 96
S.R. No. 2571 Grooms Rd
SEQUENCE4
12 Set Cored Slabes for each span.
13 Backfill at end bents and construct approach slabs.
14 Pave project.
15 Construct shoulders.
16 Seed and Mulch project.
17 Remove all erosion control devices after vegetation is established.
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Name: RUFFIN Location: 036° 22' 30.2" N 079° 33'07.1" W
Date: 7/28/2006 Caption: Grooms Rd (Bridge 96)
Scale: 1 inch equals 2000 feet SR 2571
Rockingham County

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Grooms Rd (SR 2571) Upstream view from bridge

Grooms Rd (SR 2571) Downstream view from bridge
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