20041767 Ver 1_Complete File_20041102

?OF W A TF9P
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O '<
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 21, 2004
Orange County
DWQ Project No. 04-1767
SR 1510 (Ormond Rd)
APPROVAL of 401 Water Quality Certification
Mr. J.M. Mills, P.E.
Division Engineer, Division 7
North Carolina Department of Transportation
1584 Yanceyville Street
Greensboro, North Carolina, 27415
Q?;z,12oW[R D
NUV 3 0 2004
WETLANDS AND STORQUALITY
TRANCH
Dear Mr. Mills:
You have our approval, in accordance with the attached conditions and those listed below, to incur the following impacts
in order to widen, pave and improve traffic safety on SR 1510 (Ormond Rd) in Orange County.
• 103 linear feet of new impacts to three unnamed tributaries to Mill Creek (73 feet of new pipe and 30 feet of rip-rap);
• 584 square feet of riparian buffer impacts all within Zone 1; and
• Temporary dewatering impacts of approximately 50 linear feet on each stream for sandbags and rock silt dams.
The project shall be constructed in accordance with your application dated October 30, 2004 (received November 2,
2004). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Nos. 3404 and 3366, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 14 and 33. In
addition, you should acquire any other federal, state or local pen-nits before you proceed with your project including (but
not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval
will expire with the accompanying 404 permit, unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the Division of Water Quality (Division) and submit a new application. If the
property is sold, the new owner must be given a copy of this approval letter and certifications, and is thereby responsible
for complying with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if
total impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the conditions
listed in the attached certification and any additional conditions listed below.
1. The NCDOT shall strictly adhere to sediment and erosion control Best Management Practices as described for High
Quality Waters entitled "Design Standards in Sensitive Watersheds" (15A NCAC 04B .0024) throughout design and
construction of the project.
2. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained
in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and
Design Manual.
North Carolina Division of Water Quality 585 Waughtown Street
Internet: h2o.encstate.nc.us Winston-Salem, NC 27107
NonehCaro ina
Naturally
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. J.M. Mills, PE
November 21, 2004
DWQ# 04-1767
Page 2
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be sL
that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sedim,
and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and wa
pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, a
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with 1
requirements of the Sedimentation Pollution Control Act.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of 1
impacts depicted in the Preconstruction Notice Application. All construction activities, including the desil
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall
performed so that no violations of state water quality standards, statutes, or rules occur.
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicab
If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be remov
and the natural grade restored within six months of the completion of the project.
5. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growi
season following completion of construction.
6. Stormwater should be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site
the purpose of pre-treating stormwater runoff, and must not be routed directly into streams. Mowing of existi
vegetated buffers is strongly discouraged, so that they may be utilized for stormwater sheet flow.
7. Where practicable, culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater th
20% of their size to allow for aquatic life passage. Culverts that are 48-inch in diameter or larger should be buried
least 12 inches below the stream bottom to allow natural stream bottom material to become established in the culy,
following installation and to provide aquatic life passage during periods of low flow. These measurements must
based on natural thalweg depths. This may require increasing the size of the culvert to meet flow conveyan
requirements. If any of the existing pipes are perched, they shall be removed and replaced, and re-installed correct
unless demonstrated that this is topographically unfeasible. All waters must flow through without freefalling
damming on either end of the culverts during low flow conditions, to maintain aquatic life and/or fish passage.
8. The dimension, pattern and profile of the stream above and below the crossing should not be modified by wideni
the stream channel or reducing the depth of the stream.
9. Disturbed floodplains and streams should be restored to natural geomorphic conditions.
10. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical.
rip-rap is necessary, it must be limited to the stream bank below the high water mark, and vegetation must be used f
stabilization above high water. Any rip-rap used must not interfere with aquatic life passage during low fl(
conditions.
11. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water. This will
lessen the chance of altering the stream's water chemistry and causing a fish kill.
12. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimi
sedimentation and reduce the likelihood of introducing other pollutants into the stream.
13. All mechanized equipment operated near surface waters must be regularly inspected and maintained to preve
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
14. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or otl-
materials be dredged from the wetted stream channel under authorization of this permit, except in the immedi-,
vicinity of the culverts.
15. Temporary dewatering sites must be restored to preexisting conditions unless more natural geomorphic conditions c
be provided.
16. All work shall be performed during low flow conditions.
j' Mr. J.M. Mills, PE
November 21, 2004
DWQ# 04-1767
Page 3
17. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of Completion
Form" to notify DWQ when all work included in the 401 Certification has been completed. The responsible party
shall complete the attached form and return it to the 401/Wetlands Unit of the Division of Water Quality upon
completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please contact Sue Homewood at 336-771-4600 extension 287 or at [e-mail].
Sincerely,
Alan W. Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
John Thomas, USACE Raleigh Field Office
Jerry Parker, Division 7, Division Environmental Officer
Winston Salem Regional Office
Central Files
Mr. J.M. Mills, PE
November 21, 2004
DWQ# 04-1767
Page 4
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ b
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I, hereby state that, to the best of my abilities, due care and diligence wa
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, ai
other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care and diligence wa:
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, ai
other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401 Wat
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature
Registration No.
Date
eN sy,
??awMal
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EAsLEY
GOVERNOR
Mr. John Thomas
1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
U.S. Army Corps of Engineers
Regulatory Field Office
6508 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
(Two Copies)
Ms. Beth Bames
Wetlands/401 Unit
NC DENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
(Seven copies) Written Authorization Required
LYNDO TIPPETT
SECRETARY
D
NO V () 2 2004
WETLANDS AND WATER STORMWATER BRANCH
041767
SUBJECT: Ormond Road (SR 1510) Orange County, replacement of three undersized pipes with
three larger pipes. State Project Number 7C.068042
To Whom It May Concern:
The North Carolina Department of Transportation (NCDOT) proposes to replace three undersized
pipes on Ormond Road (SR 1510) in Orange County near Mebane with three larger pipes. This work
is being done in association with proposed paving of the road and will result in impacts to UTs to
the South Fork and North Fork of Little River. The road will be closed during construction with
offsite detours. The NCDOT anticipates that the pipe replacement activity and extension will be
authorized under Nationwide Permit (NWP) 14 and 33. This application is intended as a request for
written authorization from the US Army Corps of Engineers for the Nationwides 14 and 33. This
package is also being forwarded to the NC Division of Water Quality notification as prescribed under
General Water Quality Certification #3404 (NW 14) and #3366 (NW 33). The following
information is being provided to satisfy conditions of the Nationwide Permits and General Water
Quality Certifications. This project is in the Neuse River watershed and is therefore subject to Neuse
River buffer rules.
October 30, 2004
PHONE [phone] PAX 336-334-3637
PROJECT INFORMATION
Road Name SR Number Project Length
feet Classification
Ormund Road SR 1510 1.88 miles Rural
River Basin' • DWQ
ID Water Quality
Designation % Impervious
Surface
Neuse 27-2-21-2 & 27-2-21-3 WS II;H W,NSW N/A
Buffer Rules" Buffer Rule Conditions where applicable)
Yes N/A
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 farther
information: `When Applicable - See the attached Historic Review Letter for further information
PIPE REPLACEMENT INFORMATION (SITE A)
Site Ormond Rd Stream Type Intermittent
Station
Existing Pipe 32'X 18" RCP Proposed 60'L X 66"W X 51"H
Pipe CNIPA
Construction Pump around with offsite detour Dewatering ABC Aggregate
Method Device*
Burial Depth At least 10.2 inches E/C Plan
Date
Construction As soon as practicable Duration One week
Date
impacts (ft.) 28 ft-enclosure; 10 linear ft-rip-rap dissipaters; 501f -temporary sandbags and
rock silt dam for dewaterin
Special
Conditions
Restoration Within 15 working days of the pipe extension the natural stream contours will
Plan be restored and seeded. Temporary silt screens 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-
PIPE REPLACEMENT INFORMATION (SITE B)
Site Ormond Rd Stream Type Intermittent
Station
Existing Pipe 26'X 18" RCP Proposed 52'L X 18"W RCP
Pipe
Construction Pump around with offsite detour Dewatering ABC Aggregate
Method Device*
Burial Depth At least 3.6 inches E/C Plan
Date
Construction As soon as practicable Duration One week
Date
Impacts (ft.) 261f-enclosure; 10 If-rip-rap dissipaters; 501f-temporary sandbags and rock
silt dam for dewaterin
Special
Conditions
Restoration Within 15 working days of the pipe extension the natural stream contours will
Plan be restored and seeded. Temporary silt screens 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.
PIPE EXTENSION INFORMATION (SITE C)
Site Ormond Rd Stream Type Intermittent
Station
Existing Pipe 33' X 24" RCP Proposed 52' X 24" RCP
Pipe
Construction Pump around with offsite detour Dewatering ABC Aggregate
Method Device*
Burial Depth One foot E/C Plan
Date
Construction As soon as practicable Duration One week
Date
Impacts (ft.) 19 If-enclosure; 10 If--rip-rap dissipaters; 50 If -temporary sandbags and rock
silt dam for dewaterin
Special
Conditions
Restoration Within 15 working days of the pipe extension the natural stream contours will
Plan be restored and seeded. Temporary silt screens 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.
-3-
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 Jerry Parker at [phone]. Your time and effort are appreciated.
Sincerely,
Mr. M. Mills, P.E.
vision Engineer, Division 7
cc: Mr. Jerry Parker, Division Environmental Officer
Mr. C.N. Edwards, P.E., District 1 Engineer
Mr. Bobby John Howell, County Maintenance Engineer, Orange Co.
Mr. Barry Harrington, Area Roadside Field Operations Engineer
Ms. Sue Homewood, DWQ
-4-
Office Use Only' Form Version May 2002
0-.1767
USACE Action ID No. DWQ No.
(If anv particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWPs 14 & 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 Ewzineer - Division 7
Mailing Address: P.O. Box 14996
Greensboro, NC 27415-4996
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mmillsgdot 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 27415-4996
Telephone Number: [phone] Fax Number: [phone]
Page I of 9
E-mail Address: jparkerna dot.state.nc.us
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 Ormond Road (SR 1510) Pipe Replacements (3 Sites)
2. T.I.P. Project Number or State Project Number (NCDOT Only): 7C.068042
3. Property Identification Number (Tax PIN): Not Applicable
4. Location
County: Orange Nearest Town: Cedar Grove
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.):
The project is located northeast of Cedar Grove in Orange County. From 140 West; Take
exit 165 and turn right (north) on NC 86 and proceed for approximately 6.5 miles (through
Hillsborough) to Walnut Grove Road (SR 1001). Turn right and proceed approximately 5
miles north and turn left on Ormond Road (SR 1510). Site C is approximately 0.1 miles
from Walnut Grove Rd, Site B is approximately one mile from Walnut Grove Rd and Site A
is approximately 1.4 miles from Walnut Grove Rd
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. Property size (acres): Not Applicable
7. Nearest body of water (stream/river/sound/ocean/lake): UTs to South Fork & North Fork of
Little River
Page 2 of 9
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.ne.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: Unpaved secondary road in low density rural neighborhood
10. Describe the overall project in detail, including the type of equipment to be used: The
project will involve replacing three culverts at three sites on Ormond Road. The SITE A
culvert is a 32' X 18" RCP (reinforced concrete pipe) that will be replaced with 60' X 66" X
51" CSPA (corrugated steel pipe arch). The SITE B culvert is a 26' X 18" RCP that will be
replaced with a 52' X 18" RCP. The SITE C culvert is a 33' X 24" RCP that will be replaced
with a 52' X 24" RCP. The pipe replacements are necessary in order to bring the proposed
paved road up to current DOT standards. Traffic will be diverted to offsite detours. The new
pipes at all three sites will be buried 20 % of the pipe diameter. There will be several other
pipe replacements on the road but none of the other pipe replacements are considered to be
within a jurisdictional stream. Right-of-way width is illustrated on the attached site plan.
Equipment used will be standard road construction equipment (trackhoe, grader, backhoe,
and bulldozer).
11. Explain the purpose of the proposed work: To maintain traffic safety and to reduce future
maintenance costs.
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
Page 3 of 9
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes X 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.
Not Applicable: The department believes that since the project will impact less than 40 linear
feet of riparian buffer at each site that it qualifies for an exemption as described in 15A NCAC
2B .0233 (6) (Road crossings of streams and other surface waters subject to this rule) and
(7) (a). NCDOT requests this exemption to apply to the present project.
Zone' Impact
(square feet Multiplier Required
Mitigation
I N/A 3
2 N/A 1.5
Total N/A
' Zone 1 extends out 3U feet perpendicular from near bank oY channel; Lone 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.
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.
Not Applicable
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
Page 8 of 9
Is this an after-the-fact permit application?
Yes No X
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).
0?
applicant/Agent's Signature Date
signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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DIVISION 7 ?- U1
PROPOSED IMPROVED
SR 1510 ORMOND
CEDAR GROVE TWSP.-ORAL`
LENGTH 1.88 MILES 60'R/W
SCALE 1 " = 100' W.O. #
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Name: CALDWELL Location: 036° 12'47.3" N 079° 05'55.7" W
Date: 10/29/2004 Caption: Ormond Rd (SR1510)
Scale: 1 inch equals 2000 feet Orange County
Maptech, Inc.

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