20170760 Ver 1_401 Application_20170617

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L_J \ i R'..Q
HEATH AND ASSOCIATES, INC.
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive —Suite 105
Wake Forest, NC 27587
and
NC DWQ, WBSCP Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: 401 Water Quality Certification/NWP 12 Application
Lexington — Belmont Road Project
Heath and Associates, Inc. PN 21613
To Whom It May Concern,
+� AI
E.Lp9
April 3, 2017
201 70760
D [M0W11
D
JUN 2 1 2017
DEO-WATER RESOURCES
401A BUFFER PERMITTING
The City of Lexington, NC is applying for DWQ 401 Certification and corresponding Nationwide Permit 12
with the US Army Corps of Engineers for temporary impacts to waters of the U.S. associated with
construction and installation of an 8" steel natural gas pipeline which will be approximately 3.9 miles long.
Heath and Associates, Inc. did the engineering design for this project and completed the permit
applications. Although, the applicant is the City of Lexington, NC, please contact Heath and Associates, Inc.
for any technical questions and/or any additional information related to the engineering plans and/or
permit applications. Full sized engineering plans will be provided upon request. Please find enclosed for
your review the following items:
• Engineering Plan Sheets
• NC DWQ Application Fee (NC DWQ application packet only)
• Pre -Construction Notification (p. 1-14)
• Signed Agent Authorization (p. 15)
• Private Property Owner Impact List with Property Cards (p. 16-36)
• Project/Impact Location Map (p. 37)
• Pictures of Streams/Wetland Impact Areas (p. 38-47)
• Erosion Control Plan Drawings and Special Conditions (p. 48-62)
• USGS Lexington West Quadrangle (p. 63-66)
• USGS Southmont Quadrangle (p. 67-70)
• Project Area Soil Maps (p. 71-76)
• Yadkin River Basin Stream ID List (p. 77-78)
• Yadkin — Pee Dee River Basin Map (p. 79)
• USFWS and NC Natural Heritage Program Species List (Davidson County) (p. 80-84)
• USFWS Asheville Field Office Letter (p. 85-86)
• Essential Fish Habitat Records (p. 87-88)
• Historic or Prehistoric Cultural Records (p. 89-90)
• FEMA Maps (p. 91-93)
108 W. WARREN STREET • SUITE 300 • P.O. BOX 185 • SHELBY, NORTH CAROLINA 28151-0185
TELEPHONE [phone] • FAX [phone] • www.heathweb.com

PROJECT DESCRIPTON: The beginning of the project is located at the intersection of Junior Order Home
Road and New Jersey Church Road (35.761083, -80.280667). From this point heading west, the 3.9 mile 8"
steel natural gas pipeline will be installed running parallel along the north side of Junior Order Home Road,
along the south side of Leggett and Platt Road, along the west side of Old Linwood Road, along the north
side of Sam Sharpe Rd., and along the south side of Belmont Road. The pipeline will be installed in NCDOT
right-of-way, Norfolk Southern Railroad right-of-way, and privately acquired easements. As of the submittal
of this permit application, the private easements needed to complete this project have not been acquired;
however, the City of Lexington is in the process of acquiring the easements needed. Property owner and
land use information shown on Property Cards retrieved from the Davidson County GIS mapping system at
http://webgis.co.davidson.nc.us/website/DavidsonGIS/default.htm have been incorporated into this
application.
This linear project has land cover of predominantly cultivated land and forest land along its route; however,
water bodies such as inland water bodies and linear drainage exist. The land use is distributed fairly equally
between Urban and Developed Land (Residential, Commercial and Services, Institutional, Commercial and
Utilities, and Industrial and Commercial Complexes) and Agricultural Land (Cropland and Pasture).
WETLAND/STREAM MAPPING: The subject project is linear in nature, therefore the calculation for the total
linear feet of streams on the property was calculated by using the average trench width (11') as the
boundary of the property, except for the three streams where the pipe is being installed via direct bury
requiring 20' of additional disturbance for the pump and coffer dams (31'). The approximated linear footage
of the streams restricted to the trench width with the three exceptions is 148 linear feet. Three wetlands in
the path of the pipeline route were determined to have a combined acreage of 0.068 acres.
Davis Martin Powell & Associates had the project area along Belmont Road delineated for a sewer project
(DMP Project 140415 — March 2016). The proposed gas pipeline will parallel the sewer line (shown in pink
on the plan sheets) along Belmont Road. The only impacts from the gas line installation to streams and
wetlands are within the delineated area along Belmont Road. DMP & Associates provided Heath and
Associates, Inc. their wetland and stream delineations to incorporate into our engineering plans as shown
on plan sheets 07-14. A key describing the delineations is shown on the "General Construction Notes" plan
sheet.
PROPOSED PROJECT/IMPACTS: The purpose of this project is to install a 3.9 mile 8" steel high pressure gas
pipeline to serve industrial customers moving into the area, as well as to serve residents along the pipeline
route. The City of Lexington wishes to connect the 8" steel pipeline to its existing system at the intersection
of Junior Order Home Road and New Jersey Church Road and expand its system to where an industrial park
is planned to be built south of Belmont Road at the terminus of the gas pipeline (near the intersection of
Belmont Road and Clyde Fitzgerald Road).
As indicated by the attached USGS maps, there are six (6) blue lines that will be crossed along the proposed
pipeline route. Five (5) are perennial streams and one (1) is an intermittent stream. However, upon site
inspection, two (2) more streams were encountered and their details have been included on the plans. Both
streams encountered that were not on the USGS maps are intermittent streams. All perennial streams will
be crossed by directional bore or by trenching in the road shoulder above the culvert resulting in no impacts
to the streams, which will ensure the perennial stream contours and flow characteristics are not altered.
The contractor is required to install the pipe by dry digging when crossing the intermittent streams. Thus,
there will be three (3) temporary stream impacts along the project route. The stream impacts are shown
on the plan sheets 12 and 13 and identified as S1, S2, and S3. The contractor will attempt to cross the
streams in no -flow conditions; however, if necessary to cross with water present, the water will be diverted
from the stream during installation using a pump and coffer dams. There will be a total of 31 linear feet of
temporary impacts to each of the three (3) streams. The 31 linear feet includes the pump, coffer dams, and
trenched/backfill area. For each stream, within the 31 feet of total temporary impacts, up to 11 linear feet
will be trenched to a depth of 6 feet, then the 8" steel pipeline will be buried and extend into the banks at

least 5 feet (see enclosed detail, "Drawing EC -1"). The trench will then be backfilled with at least 5 feet of
cover using native material, and returned to grade of the original stream channel. The total temporary
impacts to the intermittent streams on this project will be 93 linear feet. These installation measures will
not permanently alter the streams, as the contours will be restored to their pre -installation conditions
following the direct bury installation. Therefore, the installation methods that will be implemented for the
installation of the pipeline will ensure that the stream contours, volumes, and flow characteristics are not
permanently altered.
Three (3) wetlands in the path of the pipeline route were discovered along the proposed pipeline route.
One at Station 136+80 will be directionally bored beneath, which will ensure no impact to the wetland
occurs. The remaining two (2) wetlands at Stations 151+75 and 156+95 will be trenched through with a
width of up to 11 linear feet to a depth of 6 feet creating temporary impacts to the wetlands. The trench
will then be backfilled with at least 5 feet of cover using native material, and returned to the contour of the
original wetland. Both wetland areas were found to be dry during the three site inspections that were
conducted during the layout of this project. The wetlands to betemporarily impacted are shown on plan
sheet 11 and are labeled W1 and W2. The delineation of W1 found it to have an area of 77 square feet
(0.0017 acres), while the delineation of W2 found it to have an area of 142 square feet (0.0033 acres). The
area of impact to W1 and W2 will be 0.0015 acres and 0.0020 acres, respectively. The total temporary
impacts to wetlands on this project will be 0.0035 acres.
Below is a chart that contains information about the streams and wetlands along the project route:
Streams
Plan Sheet No.
Im actName Station Stream Type
Name
On USGS Width (ft) Impact Length (LF)
CrossingType
Geographic Coordinates
1
04
N/A
59+80 Perennial
Unnamed Tributary to Tar Creek
Yes 4
0
Above Culvert
35.755876,-80.298862
2
06
N/A
81+14 Perennial
Swearin Creek
Yes 45
0
Directional Bore
35.755502,-80.305830
3
07
N/A
95+60 Perennial
Unnamed Tributaryto Swearing Creek
Yes 2
0
Above Culvert
35.755761,-80.310878
4
10
N/A
137+47 Perennial
North Potts Creek
Yes 23
0
Directional Bore
35.752161,-80.321159
5
10
N/A
138+70 Perennial
Unnamed TributarVto North Potts Creek
Yes 2
0
Directional Bore
35.751913,-80.321587
6
12
51
165+95 Intermittent
Uflto North Potts Creek
No 3
31
Trench & Backfill
35.747265, -80.328707
7
12
52
173+00 Intermittent I UT2to North Potts Creek
No 3
31
Trench&Backfill
35.747241,-80.330818
8
13
53
180+05 Intermittent UT3 to North Potts Creek
Yes 4
31
Trench&Backfill
35:747475,-80.333189
Wetlands
Plan Sheet No.
Im act Name Station Classification
Wetland Type
Total Delineated
Area (acres)
Area of Impact
(acres)
CrossingType
Geographic Coordinates
1
30
N/A
136+80 PSS1Ah
Freshwater Forested/Shrub Wetland
0.0628
0
Directional Bore
35.752475,-80.320600
2
11
Wl
151+75 P. h
Freshwater Forested/Shrub Wetland
0.0017
0.0015
Trench &Backfill
35.749636,-80.324869
3
11
W2
156+95 PSS1Ah
Freshwater Forested/shrub Wetland
0.0033
0.0020
Trench&Backfill
35.748778,-80.326173
Chart 1: Streams and Wetlands along project route.
It is important to note that three routes were proposed for this project to reduce impacts to streams and
wetlands during the design process; however, due to land restriction rules for utilities on some properties
and cost associated with directional boring, the current route and design was chosen. The impacts to
streams/wetlands for the other proposed routes would've been similar in nature. All impacts will be
temporary and fifty percent of the streams/wetlands along the project will not be impacted by the
installation techniques proposed.
Typical construction equipment will be used such as a long-arm track hoe, front end loader, drill rig, and
vacuum truck to contain drill slurry.
MITIGATION: Mitigation is not proposed at this time, since there are no permanent impacts proposed.
STORMWATER: Although some roads and driveways will be cut and replaced during construction of the gas
pipeline, no additional impervious surfaces are proposed for this project.

ENDANGERED SPECIES: Sources used to determine where the project will impact Endangered Species or
Designated Critical Habitat were the USFWS website for endangered species at
https://www.fws.gov/raleigh/species/cntylist/davidson.html and the North Carolina Natural Heritage
Program Online Data Search. [3/24/2017]. Department of Environment and Natural Resources, Office of
Land and Water Stewardship, Raleigh, NC. Available at: www.ncnhp.org (Records Enclosed).
Based on this research and discussions with Bryan Tompkins in the USFWS Asheville Field Office, it is
believed no adverse impacts will occur to threatened and endangered species and their known habitat due
to the construction of this project. A letter from the USFWS Asheville Field Office which states "no federally
listed endangered or threatened species or their habitats occur in the project area" is enclosed.
ESSENTIAL FISH HABITAT: The source used to determine whether the project will impact Essential Fish
Habitat was the NOAA EFH Mapper at http://www.habitat.noaa.gov/protection/efh/efhmap
per/index.html (Records Enclosed).
Based on this research it was determined that no Essential Fish Habitats exist at the location, thus indicating
no impacts will occur due to the construction of this project.
HISTORIC OR PREHISTORIC CULTURAL RESOURCES: The source used to determine where the project will
impact historic or archeological resources was the NC State Historic Preservation Office HPOWEB GIS
Service at http://gis.ncdcr.gov/hpoweb/ (Records Enclosed).
Based on this research the gas line installation will be installed in NCDOT row to the east of the J.R. Rapper
House (HPO Site ID: DV0508) and to the north of the Beallmont Early 19`h Century Farmhouse (HPO Site ID:
DV0007) in private easement. Neither structure will be impacted by the installation of the gas line.
FLOOD ZONE DESIGNATION: There will be no permanent fill placed above the current grade of the 100-
year floodplain with the project area; therefore, there is considered to be no impact to the 100-year
floodplain.
Consideration of this project is greatly appreciated, as the City of Lexington, NC hopes to begin this project
by the end of 2017. Please do not hesitate to contact Mr. Aaron S. Moses at [phone] or via email at
[e-mail], if you need additional information or have any questions.
Sincerely,
Heath and Associates, Inc.
Aaron S. Moses
ASM
Enclosures

W AT
r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 14
PCN Form —Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification.-
ertification:❑ Yes ® No
El
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
21613 Lexington — Belmont Road
2b.
County:
Davidson
2c.
Nearest municipality / town:
Lexington
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Lexington, North Carolina
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
Andy Thomas
3d. Street address:
28 W. Center Street
3e.
City, state, zip:
Lexington, NC 27292
3f.
Telephone no.:
[phone]
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
Page 1 of 14
PCN Form —Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Aaron Moses
5b. Business name
(if applicable):
Heath and Associates, Inc.
5c. Street address:
108 W. Warren St., Suite 300, P.O. Box 185
5d. City, state, zip:
Shelby, NC 28150
5e. Telephone no.:
[phone]
5f. Fax no.:
[phone]
5g. Email address:
[e-mail]
Page 2 of 14
2

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
See attached for property owner information
1 b.
Site coordinates (in decimal degrees): *Note; Project
Starting Location
Latitude: 35.761083 Longitude: -80.280667
DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
4.89 acres (Disturbed Area)
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
North Potts Creek
2b.
Water Quality Classification of nearest receiving water:
C
2c.
River basin: map is available at
http://h2o.enr.state.nc.us/admin/maps/
Yadkin — Pee Dee
Page 3 of 14 3
PCN Form —Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The beginning of the project is located at the intersection of Junior Order Home Road and New Jersey Church Road
(35.761083, -80.280667). From this point heading west, the 3.9 mile 8" steel natural gas pipeline will be installed running
parallel along the north side of Junior Order Home Road, along the south side of Leggett and Platt Road, along the west
side of Old Linwood Road, along the north side of Sam Sharpe Rd., and along the south side of Belmont Road. The pipeline
will be installed in NCDOT right-of-way, Norfolk Southern Railroad right-of-way, and privately acquired easements. As of
the submittal of this permit application, the private easements needed to complete this project have not been acquired;
however, the City of Lexington is in the process of acquiring the easements needed. Property owner and land use
information shown on Property Cards retrieved from the Davidson County GIS mapping system at
hftp://webqis.co.davidson.nc.us/website/DavidsonGIS/default.htm have been incorporated into this application.
This linear project has land cover of predominantly cultivated land and forest land along its route; however, water bodies
such as inland water bodies and linear drainage exist. The land use is distributed fairly equally between Urban and
Developed Land (Residential, Commercial and Services, Institutional, Commercial and Utilities, and Industrial and
Commercial Complexes) and Agricultural Land (Cropland and Pasture).
3b. List the total estimated acreage of all existing wetlands on the property:
Three wetlands in the path of the pipeline route were determined to have a combined acreage of 0.068 acres.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The subject project is linear in nature, therefore the calculation for the total linear feet of streams on the property was
calculated by using the average trench width (11') as the boundary of the property, except for the three streams where the
pipe is being installed via direct bury requiring 20' of additional disturbance for the pump and coffer dams (31'). The
approximated linear footage of the streams restricted to the trench width with the three exceptions is 148 linear feet.
3d. Explain the purpose of the proposed project:
The purpose of this project is to install a 3.9 mile 8" steel high pressure gas pipeline to serve industrial customers moving
into the area, as well as to serve residents along the pipeline route.
Page 4 of 14

3e. Describe the overall project in detail, including the type of equipment to be used:
The City of Lexington wishes to connect the 8" steel pipeline to its existing system at the intersection of Junior Order Home
Road and New Jersey Church Road and expand its system to where an industrial park is planned to be built south of
Belmont Road at the terminus of the gas pipeline (near the intersection of Belmont Road and Clyde Fitzgerald Road).
As indicated by the attached USGS maps, there are six (6) blue lines that will be crossed along the proposed pipeline route.
Five (5) are perennial streams and one (1) is an intermittent stream. However, upon site inspection, two (2) more streams
were encountered and their details have been included on the plans. Both streams encountered that were not on the USGS
maps are intermittent streams. All perennial streams will be crossed by directional bore or by trenching in the road shoulder
above the culvert resulting in no impacts to the streams, which will ensure the perennial stream contours and flow
characteristics are not altered. The contractor is required to install the pipe by dry digging when crossing the intermittent
streams. Thus, there will be three (3) temporary stream impacts along the project route. The stream impacts are shown on
the plan sheets 12 and 13 and identified as S1, S2, and S3. The contractor will attempt to cross the streams in no -flow
conditions; however, if necessary to cross with water present, the water will be diverted from the stream during installation
using a pump and coffer dams. There will be a total of 31 linear feet of temporary impacts to each of the three (3) streams.
The 31 linear feet includes the pump, coffer dams, and trenched/backfill area. For each stream, within the 31 feet of total
temporary impacts, up to 11 linear feet will be trenched to a depth of 6 feet, then the 8" steel pipeline will be buried and
extend into the banks at least 5 feet (see enclosed detail, "Drawing ECA "). The trench will then be backfilled with at least
5 feet of cover using native material, and returned to grade of the original stream channel. The total temporary impacts to
the intermittent streams on this project will be 93 linear feet. These installation measures will not permanently alter the
streams, as the contours will be restored to their pre -installation conditions following the direct bury installation. Therefore,
the installation methods that will be implemented for the installation of the pipeline will ensure that the stream contours,
volumes, and flow characteristics are not permanently altered.
Three (3) wetlands in the path of the pipeline route were discovered along the proposed pipeline route. One at Station
136+80 will be directionally bored beneath, which will ensure no impact to the wetland occurs. The remaining two (2)
wetlands at Stations 151+75 and 156+95 will be trenched through with a width of up to 11 linear feet to a depth of 6 feet
creating temporary impacts to the wetlands. The trench will then be backfilled with at least 5 feet of cover using native
material, and returned to the contour of the original wetland. Both wetland areas were found to be dry during the three site
inspections that were conducted during the layout of this project. The wetlands to be temporarily impacted are shown on
plan sheet 11 and are labeled W1 and W2. The delineation of W1 found it to have an area of 77 square feet (0.0017 acres),
while the delineation of W2 found it to have an area of 142 square feet (0.0033 acres). The area of impact to W1 and W2
will be 0.0015 acres and 0.0020 acres, respectively. The total temporary impacts to wetlands on this project will be 0.0035
acres.
Below is a chart that contains information about the streams and wetlands along the project route:
tr
ms
Plan Sheet No. Impact Name Station StreamType
Name
On USGS Widri (ft) Fact teattlt (ll)
CYosi Type
raplticCoo►dalates
1
04
N/A
59+8D Perennial
UrnarnedTnbutarytoTartroek
Yes 4
0
AboveCulvert
3575587Cy 80.2968G2
2
06
N/A
1+14 Perennial
Swewirg Creek
Yes 45
0
Directional Bore
35.755502 -80.305830
3
07
N A
5+6D Perennial
UnnarnedTributarytoSwear Creek
Yes 2
0
AboveCulvert
35.75576-8D.82M8
4
10
N/A
137+47 Perennial
NorthPottsCreec
Yes 23
0
Directional Owe
35.752162,-80.321159
5
10
N/A
138+70 Perennial
UrnarnedTdbutarytoNorthPotts Creek
Yes 2
0
Directional Bae
35:751913,-80.321567
61
12
Sl
165+95 Irtermetert UiltoNonthPotts Creek
No 3
31
Trench&Backfill
35.747255x-80.328707
—7T-12
S2
173+00 kaermittent UTZtoNorth PottsCreek
No 3
31
Trench&BadnfiU
35.74724 -81f.330818
—ST
-13
S3
18005 Intermittent UT3toNorthPott$Cre*
Yes 4
31
trench&Backfill
35747475%-80.333189
Wetlands
7ctalDeBneated
Areaotlmpact
Plan Sheet No.
)npact Name Station Classification
Welland Type
Area acres)
(acres)
Crossinglrype
GegraphieCoonlinates
1
10
NIA
136+80 PSS1Ah
Freshwaer foresed/ShrubWetland
0.0678
0
Directional Bae
35.752475, -80.310600
2
11
W1
151+75 PSS14h
FreshwaterForested/ShrubWetland
0.0017
0.0015
Trench&Backfill
35.749M-8D.3YM9
3
11
W2
156+95 PSs1Ah
Freshwater FaresteWWubWetland
0.0033
0.0020
Trench& Backfill
35.748779 -80.326173
Chart 1: Streams and Wetlands along project route.
Page 5 of 14

It is important to note that three routes were proposed for this project to reduce impacts to streams and wetlands during the
design process; however, due to land restriction rules for utilities on some properties and cost associated with directional
boring, the current route and design was chosen. The impacts to streams/wetlands for the other proposed routes would've
been similar in nature. All impacts will be temporary and fifty percent of the streams/wetlands along the project will not be
impacted by the installation techniques proposed.
Typical construction equipment will be used such as a long-arm track hoe, front end loader, drill rig, and vacuum truck to
contain drill slurry.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: Davis Martin Powell & Associates had the project
area along Belmont Road delineated for a sewer project (DMP
Project 140415 — March 2016). The proposed gas pipeline will
parallel the sewer line (shown in pink on the plan sheets)
❑ Yes ❑ No ® Unknown
along Belmont Road. The only impacts from the gas line
installation to streams and wetlands are within the delineated
area along Belmont Road. DMP & Associates provided Heath
and Associates, Inc. their wetland and stream delineations to
incorporate into our engineering plans as shown on plan
sheets 07-14. A key describing the delineations is shown on
the "General Construction Notes" plan sheet.
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
Agency/Consultant Company: Davis Martin Powell &
4c. If yes, who delineated the jurisdictional areas?
Associates
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
1. E&SC Plan and NPDES Construction Stormwater General Permit NCG010000 Certificate of Approval (Requested)
2. NCDOT Encroachment Agreement (Requested)
3. Norfolk Southern Application for Utility Occupancy (Requested)
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 6 of 14

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ®T
Trench & Backfill
Non -Tidal
Freshwater Marsh
® Yes
❑ No
® Corps
❑ DWQ
0.0015
W2 [-]POT
Trench & Backfill
Non -Tidal
Freshwater Marsh
® Yes
❑ No
® Corps
❑ DWQ
0.0020
❑ Yes
❑ Corps
W3 ❑ P ❑ T
❑ No
❑ DWQ
El Yes
El Corps
W4 ❑ P ❑ T
❑ No
❑ DWQ
El Yes
El Corps
W5 ❑ P ❑ T
❑ No
❑ DWQ
El Yes
El Corps
W6 ❑ P ❑ T
❑ No
❑ DWQ
2g. Total wetland impacts
0.0035
2h. Comments: Two wetlands as shown on the project plan sheets will be impacted by trenching on this project. The other
wetlands delineated will be avoided or in one case the pipe will be directionally bored below the wetland to achieve no impact.
The two wetlands to be trenched across will be restored to pre -construction conditions to ensure only a temporary impact occurs.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
39.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
length
number -
(PER) or
(Corps - 404, 10
stream
(linear
Permanent (P) or
intermittent
DWQ — non -404,
width
feet)
Temporary (T)
(INT)?
other)
(feet)
S1 ❑ P ®T
Trench & Backfill
UT1 to North Potts
Creek
❑ PER
® INT
® Corps
❑ DWQ
3
31
S2 ❑ P ® T
Trench & Backfill
UT2 to North Potts
Creek
❑ PER
® INT
® Corps
❑ DWQ
3
31
S3 ❑ P ®T
Trench & Backfill
UT3 to North Potts
Creek
❑ PER
® INT
® Corps
❑ DWQ
4
31
EJ PER PER
❑
S4 ❑ P ❑ T
❑ INT
❑ DWQ
F] PER
❑ Corps
S5 [:]P FIT
❑ INT
❑ DWQ
PER
Corps
S6 EJP F1
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
93
3i. Comments: Each stream crossing will have an impact length of 11 linear feet for Trench & Backfill. The remaining 20 linear
feet for each stream crossing includes the impact length for the pump and coffer dams.
Page 7 of 14 1

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
impact number —
Name of waterbody
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
number
of pond
P1
P2
5f. Tota I
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ®No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑Neuse ❑ Tar -Pamlico ❑Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
El Yes
B1 ❑P❑T
❑ No
El Yes
B2 E]P ❑ T
❑ No
El Yes
B3 ❑P❑T
❑ No
6h. Total buffer impacts
6i. Comments:
Page 8 of 14

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Three routes were proposed for this project to reduce impacts to streams and wetlands during the design process; however,
due to land restriction rules for utilities on some properties and cost associated with directional boring, the current route
and design was chosen. The impacts to streams/wetlands for the other proposed routes would've been similar in nature.
All impacts will be temporary and fifty percent of the streams/wetlands along the project will not be impacted by the
installation techniques proposed.
b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Whenever it is possible, the gas line will be installed above existing road culverts to avoid trenching through streams. Also,
when economically viable the streams/wetlands have been called out to be directionally bored below their bottoms.
When trenching through the intermittent streams, the contractor will attempt to cross in no flow conditions. If coffer dams
are necessary, the dams shall be constructed using sandbags. The water shall be flumed or pumped through a bag filter
downstream of the trench. Trench spoil shall not be used for the dams. Native spoil not placed between temporary dams
shall be placed in areas protected with silt fence. The crossings will be planned during forecasts for dry weather. All contours
shall be restored to pre -construction conditions.
When trenching through the two wetlands, the mixing of topsoil and subsoils within the wetlands shall be minimized to the
greatest extent practical. The soils shall be placed on fabric to minimize impacts whenever possible. Topsoil excavated
from the trench shall be piled separately from the subsoil and will be backfilled into the trench only after the subsoils have
been placed and compacted. Due to the minimal impacts associated with the wetland crossings, no anti -seep collars will
be required. The crossings will be planned during forecasts for dry weather. The trench width will be 11 feet wide or less
for both wetland crossings. All contours shall be restored to pre -construction conditions.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation as
described in the Erosion and Sediment Control Plan to be approved by the NC Division of Land Quality. All work will take
place during dry conditions. The contractor shall install silt fence, inlet protection, sediment traps, EC Blanket, and other
measures as shown on the plan sheets and as depicted by the EC Drawings and as described in the Erosion and Sediment
Control Plan. An erosion control inspection report is required and will be kept by the Owner's representative.
All slopes shall be graded no steeper than the angle that can be retained by vegetative cover or other adequate erosion
control devices or structures. No material for construction will be placed in wetlands at any time. Excavation will be limited
to the for site all excavated material will be placed and retained on high ground above the flood
area necessary preparation;
pool elevation. All excavated material will be placed landward of the normal pool elevation contour on high ground and
confined to adequate dikes or other retaining structures to prevent erosion and sedimentation into adjacent waters or
wetlands.
Trench filling and tamping shall keep up with trench opening operation. Proper ground cover (seed, straw, mulch, grass
matting, filter blanket, and/or riprap) shall be applied to trench and adjacent spoil area as soon as possible after trench
opening or other ground disturbance. Both temporary and permanent seeding will consist of proper blends of warm and
cool grass mixes, as outlined in the Erosion and Sediment Control Plan.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c.
If yes, which mitigation option will be used for this
❑ Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
Page 9 of 14
PCN Form —Version 1.3 December 10, 2008 Version 9

3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? If yes you will have to fill out this entire form — please
contact the State for more information.
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: Mitigation is not proposed at this time, since there are no permanent impacts proposed.
Page 10 of 14 JO

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ® No
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ® No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: The development area is less than 24%
impervious.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
apply (check all that apply):
❑NSW
ElUSMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ ORW
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 14 11
PCN Form —Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
El Yes F1 No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project is located in already developed locales and no additional impervious surfaces are proposed for this project.
The industrial park to which the gas line will be running is in the process of being developed and would be completed with
or without the installation of the gas line.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
None
Page 12 of 14 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Sources used to determine where the project will impact Endangered Species or Designated Critical Habitat were the
USFWS website for endangered species at https://www.fws.qov/raleigh/species/cntylist/davidson.html and the North
Carolina Natural Heritage Program Online Data Search. [3/24/2017]. Department of Environment and Natural Resources,
Office of Land and Water Stewardship, Raleigh, NC. Available at: www.ncnhp.org (Records Enclosed).
Based on this research and discussions with Bryan Tompkins in the USFWS Asheville Field Office, it is believed no adverse
impacts will occur to threatened and endangered species and their known habitat due to the construction of this project. A
letter from the USFWS Asheville Field Office which states "no federally listed endangered or threatened species or their
habitats occur in the project area" is enclosed.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The source used to determine whether the project will impact Essential Fish Habitat was the NOAA EFH Mapper at
http://www.habitat.noaa.gov/protection/efh/efhmapper/index.htmi (Records Enclosed).
Based on this research it was determined that no Essential Fish Habitats exist at the location, thus indicating no impacts
will occur due to the construction of this project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
® Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The source used to determine where the project will impact historic or archeological resources was the NC State Historic
Preservation Office HPOWEB GIS Service at http://gis.ncdcr.gov/hpoweb/ (Records Enclosed).
Based on this research the gas line installation will be installed in NCDOT row to the east of the J.R. Rapper House (HPO
Site ID: DV0508) and to the north of the Beallmont Early 19th Century Farmhouse (HPO Site ID: DV0007) in private
easement. Neither structure will be impacted by the installation of the gas line.
Page 13 of 14 13

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: There will be no permanent fill placed above the current grade of
the 100 -year floodplain with the project area; therefore, there is considered to be no impact to the 100 -year floodplain.
8c. What source(s) did you use to make the floodplain determination? NCFIRM Panels 6713J, 6703J, and 6702K (Records
Enclosed).
AZ Itl
OIL- C -LA -IQ K
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
Applicant/Agent's Printed Name
Date
isprovided.)
Page 14 of 14 14
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION FORM
Property Owner Contact: Andy Thomas
Property Owner: City of Lexington, NC
Address: 28 W. Center Street, Lexington, NC 27292
Phone: [phone]
Email: jathomas@lexin�tonnc.�ov
The undersigned, registered property owner, does hereby authorize Aaron S. Moses and E. Scott Heath,
P.E. of Heath and Associates, Inc. to act on my behalf and take all actions necessary for the processing,
issuance and acceptance of this permit or certification and any and all standard and special conditions
attached.
I hereby certify the information submitted in this application is true and accurate to the best of my
knowledge.
C" 411z -1t-7
Authorized City Official Date
`iL.C'� i ��Z� r%
Authorized Signature Date
IS

Landowners) of Record (attach accompanied page to list additional owners):
Linwood Methodist Church - (Parcels 01-03)
[phone]
Unknown
Name
Telephone
Fax Number
P.O. Box 82
4700 Old Linwood Rd.
Current Mailing Address
Current Street Address
Linwood NC
27299
Linwood NC
27299
City State
Zip
City State
Zip
Latimer B Alexander IV - (Parcel 04)
Unknown
Unknown
Name
Telephone
Fax Number
1019 Sweetbriar Rd.
Same
Current Mailing Address
Current Street Address
High Point NC
27262
Same
City State
Zip
City State
Zip
Roberta Cox Burleson - (Parcel 05)
Unknown
Unknown
Name
Telephone
Fax Number
112 Brassfield Ct.
Same
Current Mailing Address
Current Street Address
Irmo Sc
29063
Same
City State
Zip
City State
Zip
Moyde F. Cox - (Parcel 06)
Unknown
Unknown
Name
Telephone
Fax Number
P.O. Box 45
Unknown
Current Mailing Address
Current Street Address
Linwood NC
27299
Unknown
City State
Zip
City State
Zip
Billy Joe Bowers - (Parcel 07)
Unknown
Unknown
Name
Telephone
Fax Number
P.O. Box 45
Unknown
Current Mailing Address
Current Street Address
Linwood NC
27299
Unknown
City State
Zip
City State
Zip
114

Landowner(s) of Record (attach accompanied page to list additional owners):
Alcoa Power Generating, Inc. - (Parcel 08) [phone] [phone]
Name Telephone Fax Number
201 Isabella St. Same
Current Mailing Address Current Street Address
Pittsburgh PA 15212 Same
City State Zip City State Zip
Billy Joe Bowers - (Parcel 09) Unknown Unknown
Name Telephone Fax Number
P.O. Box 45 Unknown
Current Mailing Address
Linwood NC 27299
City State
Zip
Billy Joe Bowers - (Parcel 10)
Name
P.O. Box 45
Current Mailing Address
Linwood NC
27299
City State
Zip
Bobby Dale Byerly - (Parcel 11)
Name
P.O. Box 44
Current Mailing Address
Linwood NC
27299
City State Zip
Bobby Dale Byerly - (Parcel 12)
Name
P.O. Box 44
Current Mailing Address
Linwood NC 27299
Current Street Address
Unknown
City State
Unknown
Telephone
Unknown
Unknown
Fax Number
Zip
Current Street Address
Unknown
City State Zip
Unknown Unknown
Telephone Fax Number
Unknown
Current Street Address
Unknown
City State
Unknown
Telephone
Unknown
Current Street Address
Unknown
Unknown
Fax Number
WE
City State Zip City State Zip
II

Landowner(s) of Record (attach accompanied page to list additional owners):
Margaret Kern, Heirs - (Parcel 13) Unknown Unknown
Name Telephone Fax Number
P.O. Box 45 Unknown
Current Mailing Address
Linwood NC
27299
City State
Zip
Margaret Cox Kern - (Parcel 14)
Name
Unknown
P.O. Box 45
Current Mailing Address
Fax Number
Linwood NC
27299
City State
Zip
Southern Rail Terminals of NC - (Parcel 15)
Name
Unknown
Current Mailing Address
Unknown
City State Zip
Barry Dean Thompson - (Parcel 16)
Name
2013 Belmont Rd.
Current Mailing Address
Linwood NC 27299
City State Zip
Davidson County - (Parcels 17-18)
Name
P.O. Box 1067
Current Mailing Address
Lexington NC 27293
City State Zip
Current Street Address
Unknown
City State
Zip
Unknown
Unknown
Telephone
Fax Number
Unknown
Current Street Address
Unknown
City State
Zip
[phone]
Unknown
Telephone
Fax Number
5281 Southern Railroad Station Rd.
Current Street Address
Linwood NC
27299
City State
Zip
Unknown
Unknown
Telephone
Fax Number
Same
Current Street Address
Same
City State
Zip
[phone]
N/A
Telephone
Fax Number
913 Greensboro St.
Current Street Address
Lexington NC
27292
City State
Zip
18

Parcel 01
View AllCards FNext Card
2/6/201710!11:38 AN
DAVIDSON COUNTY, NG -
Retum/Appeal Notes: parcel: -0-000-0011
LINWOOD METHODIST CHURCH
/ UNI
PLAT: / UNIQ 237180
NWOOD-SOUTHMONT RD
ID NO: 6703-04-92-4386
31
COUNTY WIDE ADM -TAX (100), LINWOOD FIRE ADVLTAX (100)
CARD NO. 1 of 2
Reval Year: 2015 Tax Year: 2017 L11 LINWOOD SOUTHMONT
5.500 AC SRC=
Appraised b 23 on 01/01/2015 00603 ]R ORDER HOME
TW -06 Cl- FR- EX -1 AT- LAST ACTION 20150102
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION CORRELATION OF VALUE
oundatlon - 4 Eff. BASE Standard 0.24000
CREDENCE TO MARKET
d Footing 6,0 USE MO Area U RATE RCN EYB AIB
71 07 8,222 95 59.85 9208 198 196 % GOOD 76. DEPR. BUILDING VALUE -CARD
373 99
loor System - 2
n Grade- 6.0
CHURCH
COMMERCIAL DEPR. OB/XF VALUE - CARD
ential Commercial TYPE:
MARKET LAND VALUE - CARD
56,76
[ExteriorWalls - 21 STYLE: 2 - 1.5 Stories
OTAL MARKET VALUE -CARD
430,75Brick
25.0ng
Structure - 07
OTAL APPRAISED VALUE -CARD
430,75ng
Cover- 03
TOTAL APPRAISED VALUE - PARCEL
540,88
Asphalt or Composition Shingle 3.0
Interior Wall Construction - 5
Drywall/Sheetrock 8.00
TOTAL PRESENT USE VALUE - PARCEL
tenor Floor Cover - 07
TOTAL VALUE DEFERRED - PARCEL
Cork or Vinyl Tile 6.00
TOTAL TAXABLE VALUE - PARCEL $
540,88
Interior Floor Cover - 14
Carpet 0.0c + - - - 39 - - - +
PRIOR
Heating Fuel - 03 I 1
BUILDING VALUE
576,03
5 1.O I I
BXF VALUE
22
ating Type - 04 4 4
LAND VALUE
56,76
rced Air - Ducted 6.0 8 8
PRESENT USE VALUE
r Conditioning Type - 03 1 1
DEFERRED VALUE
ntral 6.O 1 I
TOTAL VALUE
633,01
mmercial Heat & Air- 3 1 1
lit Units 0.0 +15 + ++ 1 2 +
ructural Frame - 04 1 1 3 0 P
anon 12.0 2 2 2
1;0TAL
elling & Insulation - 03 + - - - 4 2 - - - - + + + 1 2 +
spended - Ceiling and Wall 7.0 I B A S I
PERMIT
sulated 2 2
CODE DATE NOTE NUMBER AMOUNT
erage Rooms Per Floor - 4 8 8
era a Rooms Per Floor 0.0 I 1
umbing Fixtures +12+ + 1 2 +
00 1.00 I I
POINT VALUE 5.00 I I
SALES DATA
BUILDING ADJUSTMENTS I I
OFF.
Quality 3 Average 1.000 I I
RECORD ATE DEED INDICATE SALES
Nape/Desig 3 Slight 1.020 I I
BOO PAG TYPE / / PRICE
IrSl ult 6 6
O 0
Size iz Size 0.980
I I
TOTAL ADJUSTMENT FACTOR 1.00 1 I
TOTAL QUALITY INDEX 9 1 1
BUILDING AREA 8,360
I 1
+ 1 1 + + 1 1 +
NOTES
+20-+
+CAN+
SUBAREA UNIT
ORIG % SIZE ANN DEP h OB/XF DEPR
GS OD UAL DESCRIPTION OUN TH UN PRICE
COND BLDGit FACT Y 1Y RATE V COND
VALUE
TYPE AREA RPL CS OTAL OB/XF VALUE
BAS 6,51210013897431
AN 600301 1077
F01` 7 4 173
Us 1,84 901 99531
FIREPLACE 1 - None
UBAREA 8,49 92,08
OTALS
UILDING DIMENSIONS BAS=WI2FOP=N12W6512E6$W6N32E18N48W39S48E15512W42S28E32S60E11SIOCAN=S3E20N3W205E20N10E11N6OE12N28$FUS=1848$.
AND INFORMATION
OTHER
DJIUSTM ENTS AND
LAND
TOTAL
IGHEST AND
USE
LOCAL
FRON
DEPTH
I LND
GOND
NOTES
ROAD
UNIT
LAND UNT TOTAL
ADIUSTED
LAND OVERRIDE
LAND
BEST USE
CODE
ZONING
TAGE
DEPTH
I SIZE
MOD
FACT
RF AC LC TO OT
TYPE
PWCE
UNITS TYP ADJST
UNIT PRICE
VALUE VALUE
NOTES
HURCH
7100
RS
850
0
1.2730
4
1.3500
+23 +12 +00 +00
PW
6,000.0
5.500 AC 1.72
10,3 O.00
5676
1
1
1
1
+00
TOTAL MARKET
LAND DATA
.50 56,76
OTAL PRESENT USE DATA
Owner: LINK
19

Parcel 02
2/6/2017 10:27:21 AM
LINWOOD UNITED METHODIST CN Retum/Appeal Notes: Parcel: 06-013-0-000-0059
INWOOD-SOUTH MONT RD PLAT: / UNIQ 1D 237956
733 ID NO: 6703-04-92-4102
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVL TAX (100) CARD NO. 1 of 1
Reval Year: 2015 Tax Year: 2017 L59 BK544-101 2.270 AC SRC=
praised by 07 on 06/06/2016 00603 JR ORDER HOME TW -06 CI- FR- EX -1 AT- LAST ACTION 20160725
CONSTRUCTION DETAIL MARKET VALUE CORRELATION OF VALUE
TOTAL POINT VALUE
Eff.
BASE
BUILDING ADJUSTMENTS USE
MO
Area
QU
RATE RCN EYW,:�RECIATION
REDENCE TO
TOTAL ADJUSTMENT 71 I 00 I °/a GOOD )EPR. BUILDING VALUE - CARD
FACTOR TYPE: CHURCH EPR. OB/XF VALUE - CARD
TOTAL QUALM INDEX MARKET LAND VALUE - CARD 26,29
STYLE: OTAL M ARKET VALUE - CARD 26129C
OTAL APPRAISED VALUE - CARD 26,29
OTAL APPRAISED VALUE - PARCEL 26,29
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL $ 26,29
PRIOR
BUILDING VALUE
BXF VALUE
-AND VALUE 26,29
PRESENT USE VALUE
DEFERRED VALUE
OTAL VALUE 26,29
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
OUT: WTRSHD:
SALES DATA
0 FF.
RECORD DATE DEEDINDICATE SALES
BOOK PAGE MO TYPE PRICE
HEATED AREA
NOTES
SUBAREA UNIT ORIG%a SIZE AN DEP % 08/XF DEPR.
GS RPL OD UAL DESCRIPTION OUN LTH NUN PRICE COND BLDG# FACT Y RATE OV COND VALU
TYPE AREA o CSTOTAL OB/XF VALUE
FIREPLACE
UBAREA
OTALS
UILDING DIMENSIONS
LAND INFORMATION
TH ER
JUSTMENTS AND
LAND
TOTAL
HIGHEST AND
USE
LOCAL
FRON
DEPTH LND
COND
NOTES
ROAD
UNIT
LAND UNT TOTAL
ADJUSTED
LAND OVERRIDE LAND
BEST USE
CODE
ZONING
TAGE
DEPTH
/ SIZE MODi
FACT
RF AC LC TO OT
TYPE
PRICE
UNITS TYP ADJST
UNIT PRICE
VALUE VALUE NOTES
HURCH
7100
RS
160
0 1
1.6610 1 4
1.1600
+02 +14 +00 +00
PW
6,000.0
2.270 AC 1.93
11,580.0
2628
+00
OTAL MARKET LAND DATA 2.270 2629
OTAL PRESENT USE DATA
Owner: LINM
20

Parcel 03
7/R/70171n:27:55 AM
DAVIDSON COUNTY nG-
LINWOOD UNITED METHODIST CH Retum/Appeal Notes: Parcel: 06-013-A-000-0005
700 OLD LINWOOD RD PLAT: / UNIQ ID 237973
733 ID NO: 6703-04-92-0096
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVL TAX (100) CARD NO. 1 of 1 .
Reval Year: 2015 Tax Year: 2017 L5&16-26 BK1668-1161 1.010 AC SRC=
Aooraised by 07 on 06/06/2016 00603 JR ORDER HOME TW -06 CI- FR- EX -1 AT- LAST ACTION 20160725
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION CORRELATION OF VALUE
TOTAL POINT VALUE
BUILDING AD]USTM ENT, USEMO
Eff.
Area
BASE
U RATE RCNEY AY
CREDENCE TO
TOTAL ADJUSTMENT 97 00
% GOOD
DEPR. BUILDING VALUE - CARD
ACTORVACANT
TYPE:
TOTAL QUALITY INDEX
DEPR. OB/XF VALUE - CARD
MARKET LAND VALUE - CARD 21,82
TOTAL MARKET VALUE - CARD 21,82
STYLE:
TOTAL APPRAISED VALUE - CARD 21,82
TOTAL APPRAISED VALUE - PARCEL 21,82
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARC0. $ 21,82
PRIOR
BUILDING VALUE
BXF VALUE
LAND VALUE 21,82
PRESENT USE VALUE
DEFERRED VALUE
TOTAL VALUE 21,82
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
FF.
RECORD DATE
DEED
INDICATE SALES
BOOK IPAGE M2VR
1_WD
TYPE
PRICE
1668 1161 12 00
X V
HEATED AREA
NOTES
SUBAREA UNIT ORIG °/0 SIZE ANN DEP % OB/XF DEPR.
GS RPL OD UAL ESCRIPTION OUN LTH HUN PRICE COND SLOG. FACT Y EY RATE V COND VALUE
TYPE AREA ° CS OTAL OB/XF VALUE
FIREPLACE
SUB=
OTALS
UILDING DIMENSIONS
AND INFORMATION
THER
IGHEST AND
EST USE
USE
CODE
LOCAL
ZONING
JFRON�
TAGEEPTH
DEPTH
SIZE
LND
MOD
COND
FACT
D]USTMENTS AND
NOTES
RF AC LC TO OT
ROAD
TYPE
LAND
UNITLAND
PRICE
TOTAL
LINT TOTAL
UNITS TYP AD75T
ADJUSTED
UNIT PRICE VALUE
LAND OVERRID LAND
VALUE NOTES
URAL AC
0120
RS
667
0
2.4850
1 4
12.45001+3U
+15 +00 +00
I PW
I 6,000.0
1.01 AC 3.60C
21,600.0
2181
1
1
+00
OTAL MARKET LAND DATA 1.01 21,82
OTAL PRESENT USE DATA
Owner: LIN41
21

Parcel 04
11.11.17 1n -51t-21 AM
DAVIDSON COUNTY NC-
LEXANDER LATIMER B IV ALEXANDER ROBIN
NWOOD-SOUTHMONT RD
Retum/Appeal Noes: parcel: / UNIQ -A-000 -0001
PLAT: / NI 237997272
ID NO: 6703-04-91-1899 4
019107
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVL TAX (100)
eval Year: 2015 Tax Year: 2017 P=6-92 LI -4&6-15 BK913-411&914-374
ADoraised b 17 on 01/01/2015 00603 JR ORDER HOME
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION
CARD NO. 1 of 1
4.010 AC SRC=
TW -06 CI- FR- EX- AT- LASE ACTION 20150102
CORRELATION OF VALUE
OTAL POINT VALUE EII• F -AS
BUILDING ADJUSTMENTS US MO Area U RATE RC EY Y GOOD
OTAL ADJUSTMENT 97 00
FACTOR TYPE: VACANT
CREDENCE TO
DEPR. BUILDING VALUE -CARD
DEPR. OB/XF VALUE - CARD
MARKET LAND VALUE -CARD
100,25(
OTAL QUALITY INDEX
OTAL MARKET VALUE -CARD
100,25
STYLE:
OTAL APPRAISED VALUE - CARD
OTAL APPRAISED VALUE - PARCEL
100,25
100,25
OTAL PRESENT USE VALUE - PARCEL
OTAL VALUE DEFERRED - PARCEL
OTAL TAXABLE VALUE - PARCEL
100,25C
PRIOR
WILDING VALUE
BXF VALUE
LAND VALUE
100,25
PRESENT USE VALUE
DEFERRED VALUE
OTAL VAW E
100,25
PERMIT
CODE I DATE NOTE I NUMBER
AMOUNT
ROUT: WTRSHD:
SALES DATA
FF.
RECORD DATE
DEED
INDICATE SALES
BOOK PAGE MO R
TYPE
PRICE
0913 P411 8 1994
0913 411 8 199
WD
WD
QV
X V
2200
2200
HEATED
AREA
NOTES
OBNV BUILDING GONE FOR
3
SUBAREA UNIT
DESCRIPTION COUN LTH HUNIT PRICE
GS�OTALO./.P
ORIG k
COND
SIZE ANN DEP %
BLDG# FACT AY EY RATE V COND
OB/XF DEPR.
VALU
TYPE AREA VALUE
FIREPLACE
U13AREA
T.T.
UILDING DIMENSIONS
LAND INFORMATION
OTHER
ADJUSTMENTS AND
HIGHESTAND USE LOCAL FRON DEPTH LNLCOND NOTES ROAD
BEST USE CODE ZONING TAGE DEPTH / SIZE MORF AC LC TO OT TYPEJ
NDUSTRIAL 0600 LI 755 0 1.0000 0 1.0000 PW1
OTAL MARKET LAND DATA
LAND
UNIT
PRICE
25 000,0
TOTAL
LAND UNT TOTAL ADJUSTED LAND
UNITS TYP ADJST UNIT PRICE VALUE
4.01C AC 1.00 25.000.00 10025 0
.01
VERRID LAND
VALUE NOTES
0
100,25
OTAL PRESENT USE DATA
Owner: ALEX
22

Parcel 05
7/A /IAI 71 ne30.26 AM
uwvauaun v
BURLESON RO BERTA COX Retum/Appeal Notes: Parcel: 06-013-0-000-0001
BELMONT RD BELMONT RDPLAT: /UNIQ ID 237888
103601 ID NO: 6703-04-82-5085
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVI- TAX (100) CARD NO. 1 of 1
Reval Year: 2015 Tax Year: 2017L1 BK1972-205 BELMONT RD 9.230 AC SRC=
tkppraised by 20 on 08/11/2015 00603 JR ORDER HOME TW -06 CI- FR- EX- AT- LAST ACTION 20150811
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATIONr
CORRELATION OF VALUE
OTAL POINT VALUE
BUILDING ADJUSTMENTS US MO
Eff.
Area
BASE
U RATE RC
EY V
O
TOTAL ADJUSTMENT 97 00
% GOOD
DING VALUE- CARD
ACTOR TYPE:VACANT
QUALITY INDEX
F VALUE - CARDOTAL
ND VALUE - CARD 72,55STYLE: KET VALUE - CARD 72,55RAISED
VALUE- CARD 72,55RAISED
VALUE - PARCEL 72,55
TOTAL PRESENT 115E VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL $ 72,55
PRIOR
BUILDING VALUE
BXF VALUE
LAND VALUE 72,91
PRESENT USE VALUE
DEFERRED VALUE
OTALVALUE 72,91
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
O FF.
RECORD DATE
DEED
INDICATE SALES
BOOK IPAGE IMO R
TYPE
4xi
PRICE
1972 205 1 5 120101
WD
V
HEATED
AREA
NOTES
2 OBNV
SUBAREA UNIT ORIG% SIZE AN DEP % OB/XF DEPR.
GS RPL OD UAL ESCRIPTION OUN LTH HUN PRICE COND BLDG FACT Y EY RATE V GOND VALU
TYPE AREA ° CS OTAL OB/XF VALUE
FIREPLACE
UBAREA
OTALS
BUILDING DIMENSIONS
LAND INFORMATION
OTHER
ADJUSTMENTS AND
LAND
TOTAL
IGHEST AND
EST USE
USE
CODE
LOCAL
ZONING
FRON
TAGE
DEPTH
DEPTH
/ SIZE
LND
MOD
COND
FACT
NOTES
RF AC LC TO OT
ROAD
TYPE
UNIT
PRICE
LAND LINT TOTAL
UNITS aP A03ST
ADJUSTED
UNIT PRICE
LAND OVERRIDELAND
VALUE VALUE NOTES
URAL AC
0120
RA2
920
1 0
1.1630
4
1.1300
+09 +09 +00 +00 -05
PW
6,000.0
9.23C AC 1.31
7,860.00
72548 0
OTAL MARKET LAND DATA 9.230 72,55
OTAL PRESENT USE DATA
Owner: BURL
13

Parcel 06
9/c/int 71n-'41­4AM
DAVIDSON COUNTY,NC -
OX MOYDE F Retum/Appeal Notes: Parcel: 06-013-0-000-0003
PLAT:/ UNIQ ID 237891
ELMONT RD
1734400 ID NO: 6703-04-81-2369
COUNTY WIDE ADV -TAX (100), LINWOOD FIRE ADVLTAX (100) CARD NO. 1 of 1
eval Year: 2015 Tax Year: 2017 L3 CC83-E-7 BELMONT RD 1.430 AC SRC=
raised by 17 on 01/01/2015 00603 JR ORDER HOME TW -06 Cl- FR- EX- AT- LAST ACTION 20150102
CONSTRUCTION DETAIL MARKET VALUE CORRELATION OF VALUE
OTAL POINT VALUE Err. BASE
BUILDING ADJUSTMENTS US MO Area U RATE
TOTAL AD]USTM ENT 971001
RCNEY
J,DEPRECIATION
%PR.
EDENCE TO
BUILDING VALUE - CARD
ACTOR TYpE: VACANT
OTAL QUALITY INDEX
PR. OB/XF VALUE - CARD
RKET LAND VALUE- CARD 20,59STYLE: TAL MARKET VALUE - CARD 20,59TAL
APPRAISED VALUE - CARD 20,59
APPRAISED VALUE -PARCEL 20,59
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED -PARCEL
TOTAL TAXABLE VALUE - PARCEL 20,59
PRIOR
BUILDING VALUE
BXF VAW E
LAND VALUE 20,59
PRESENT USE VALUE
DEFERRED VALUE
TOTAL VALUE 20,59
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
OFF.
RECORD DATE
DEED
INDICATE SALES
BOOK IPAGE 11410 11
TYPE
PRICE
0469 10239 1 2 11969
WD
X V
HEATED
AREA
NOTES
SUBAREA UNIT ORIG% SIZE ANN DEP °/o OB/XF DEPR,
GS RPL COD UAL DESCRIPTION COUN LTH HUN PRICE COND BLDG#' FACT Y EY RATE V GOND VALUE
TYPE AREA 1941 CS TOTAL OB XF VALUE
FIREPLACE
UBAREA
OTALS
UILDING DIMENSIONS
AND INFORMATION
OTHER
HIGHEST AND
BEST USE
URAL AC
USE
CODE
0120
LOCAL
ZONING
RA2
IFRONL
TAC
100
0
DEPTH
/SIZE
2.0490
LND
MOD
4
COND
FACT
1.1700
ADJUSTMENTS AND
NOTES
RF AC LC TO OT
+02 +15 +00 +00
+00
ROAD
TYPE
PW
LAND
UNIT
PRICE
6,000.0
TOTAL
LAND UNT TOTAL
UNITS TYP AD75T
1.43 AC 2.40
ADIUSTED
UNIT PRICE VALUE
14,400.0
LAND OVERRIDE LAND
VALUE NOTES
2059
OTAL MARKET LAND DATA 1.43 20159
OTAL PRESENT USE DATA
Owner: COX

Parcel 07
1/4/2017 7033-27 AM
DAVIDSON COUNTY NC-
LY JOE BOWERS MARY Retum/Appeal Nates: parcel: 06-013-0-000-0007-C
PLAT: / UNIQ 1D 237900
ID NO: 6703-04-70-9990
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVLTAX (100) CARD NO. 1 of 1
015 Tax Year: 2017 L7C BK1481-592 BELMONT RD 1.180 ACSRC=
LYear:
17 on 01/01/2015 00603 JR ORDER HOME TW -06 CI- FR- EX- AT- LAST ACTION 20150102
CORRELATION OF VALUE
ION DETAIL MARKET VALUE DEPRECIATIONVD.
T VALUE Eff,
BUILDING ADJUSTMENTS USEMO Area U
OTAL AD]USTMENT 97 00
BASE
RATE
RCN EY
Y GOOD
ENCE TO
BUILDING VALUE- CARD
ACTOR TYPE: VACANT
QUALITY INDEX
. OB/XF VALUE -CARD
4,81OTAL
KET LAND VALUE -CARDSTYLE: L MARKET VALUE - CARD 4,81L
APPRAISED VALUE - CARD 4,81L
APPRAISED VALUE - PARCEL 4,81
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL 4,81(
PRIOR
BUILDING VALUE
BXF VALUE
LAND VALUE 4,81
PRESENT USE VALUE
DEFERRED VALUE
TOTAL VALUE 4 81
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
FF.
RECORD DATE I
DEED
INDICATE SALES
BOOK PAGE 1MOrYR I
TYPE
PRICE
1481 10592 111120031
WD
X V
HEATED
AREA
NOTES
LL IN FLO PLN/NON BU
BLE
SUBAREA UNIT ORIG °/a SIZE ANN DEP % OB/XF DEPR.
GS RPL COD UAL DESCRIPTION OUN LTH HUNITS PRICE GOND BLDG# FACT Y EY RATE V COND VALUE
TYPE AREA o7 CS OTAL OB/XF VALUE
FIREPLACE
U
OTALSBAREA
UILDING DIMENSIONS
AND INFORMATION
THER
HIGHESTAND
BEST USE
URAL AC
USE
CODE
0120
LOCAL
ZONING
RA2
�RONLDEP-
DEPTH
SIZE
2.2710
LND
MOD
4
CONDNOTES
FACT
0.3000
DJUSTM ENTS AND
RF AC LC TO OT
+00 -30 +00 -40 +00
ROAD
TYPE
PD
LAND
UNIT
PRICE
6,000.00
TOTAL
LAND UNT TOTAL
UNITS TYP ADIST
1.18 AC 0.68
AD3USTED
UNIT PRICE VALUE
4,080.0
LAND VERRID LAND
VALUE NOTES
481 PW CR
OTAL MARKET LAND DATA 1,18 4,81
OTAL PRESENT USE DATA
Owner: BOW
2S

Parcel 08
ora ion» ---AA AM
D AMIUSUN GUUN IY n❑ -
LCOA POWER GENERATING INC Retum/Appeal Notes: Parcel: 06-014-0-000-0001
NWOOD-SOUTH MONT RD PIAT: / UNIQ ID 238007
047991 ID NO: 6702-04-72-1623
COUNTY WIDE ADV- TAX (100), LINWOOD FIRE ADVL TAX (100) CARD NO. 1 of 1
eval Year: 2015 Tax Year: 2017 Ll BK1165-704 (P5) BK1174-710 142.300 AC SRC=
Appraised bv 18 on 01/01/2015 00603 JR ORDER HOME TW -06 Cl- FR- EX- AT- LAST ACTION 20150615
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION
CORRELATION OF VALUE
TOTAL POINT VALUEEff.
BUILDING ADJUSTM ENTS SE
MO Area U
BASE
RATE RCNJEI
CREDENCE TO
TOTAL ADJUSTMENT 97
00 I I
°/a GOOD I
DEPR. BUILDING VALUE- CARD
FACTORTYPEVACANT
TOTAL QUALITY: INDEX
DEPR. OB/XF VALUE - CARD
M ARKET LAND VALUE - CARD 1,256,40
TOTAL MARKET VALUE - CARD 1,256,40
STYLE:
TOTAL APPRAISED VALUE - CARD 1,256,40
TOTAL APPRAISED VALUE- PARCEL 1,256,40
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL 1,256,40(
PRIOR
BUILDING VALUE
BXF VALUE
LAND VALUE 1,256,40
PRESENT USE VALUE
DEFERRED VALUE
OTAL VAW E 1,256,40
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
FF.
RECORD DATE
DEED
INDICATE SALES
BOOK PAGE IMOVR
TYPE
PRICE
1165 704 12 199
WD X
V
HEATED AREA
NOTES
SUBAREA UNITCE ORIG% BLOCS SIZE ANN DEP % OB/XF DEP R.
GS RPL COD UAL DESCRIPTION OUN LTX HUNITS PRICOG- FACT Y EY RATE V COND VALUE
°/
TYPE AREA CS OTAL OB XF VALUE
FIREPLACE
SUBAREA
OTALS
BUILDING DIM ENSIGNS
AND INFORMATION
OTHER
ADJUSTMENTS AND LAND TOTAL
HIGHEST AND
BEST USE
USE
CODE
LOCAL FRON
ZONING TAGE
DEPTH LND
DEPTH / SIZE I MOD
COND
FACT
NOTES ROAD UNIT LAND UNT TOTAL ADJUSTED LAND OVERRIDELAND
RF AC LC TO OT TYPE PRICE UNITS TYP ADJST UNITPRICE VALUE VALUE NOTES
FR WATER
0
0 0.6650 4
0.3900
+00 -26 +00 -15-20 NX 35,000.0 136.60 AC 0.26 9,100.0 124306
RURAL AC
�01�RA
0
0 1.2630 1 4
0.3100
+00 -34 +00-15-20 NX 6,000.00 5.70C AC 0.390 2,34 OC
MARKET LAND DATA 142.30 1,256,40
FOTAL
OTAL PRESENT USE DATA
Owner: ALCC
`1,

Parcel 09
2/6/2017 10:34:11 AM
DAVIDSON COUNTY NC-
DWERS BILLY JOE BOWERS MARY
ELMONT RD
15600
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVL TAX (100)
Return/Appeal Notes: Parcel: 06-013-0-000-0007-13
PLAT: / UNIQ ID 237899
LD NO: 6703-04-70-8989
CARD NO. 1 of 1
eval Year: 2015 Tax Year. 2017 OB &(1481-592 BELMOIVT RD 4.230 AC
raised bv 17 on 01/01/2015 00603 JR ORDER HOME TW -06
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION
SRC=
Cl- FR- EX- AT- LAST ACTION 20150102
CORRELATION OF VALUE
OTAL POINT VALUE
BUILDING AD3US' ENTS US MO
TOTAL ADJUSTMENT 97 00
Eff.
Area
U
BASE
RATE RCNEY Y
% GOOD
REDENCE TO
DEPR. BUILDING VALUE - CARD
FACTOR TYPE: VACANT
TOTAL QUALITY INDEX
DEPR. OB/XF VALUE - CARD
MARKET LAND VALUE - CARD
TOTAL MARKET VALUE - CARD
30,96
30,96
STYLE:
TOTAL APPRAISED VALUE - CARD
30,96
TOTAL APPRAISED VALUE - PARCEL
30,96
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL
30,96(
PRIOR
WILDING VALUE
BXF VALUE
LAND VALUE
30,96
PRESENT USE VALUE
DEFERRED VALUE
TOTAL VALUE
30,96
PERMIT
CODE I DATE NOTE I NUMBER
AMOUNT
ROUT: WTRSHO:
SALES DATA
OFF.
RECORD DATE
DEED
INDICATE
SALES
BOOK IPAGE MO R
TYPE
PRICE
1481 592 11 120C3
WD
X V
HEATED
AREA
NOTES
APPROX. 1 AC NOT IN FLO P
W
SUBAREA UNIT
GS RPL LOU UAL ESCRIPTION OUN LTH HUN PRICE
ORI h
GOND
SIZE ANN DEP % OB/XF DEPR.
BLDG# FACT Y EY RATE V CONDI VALUE
TYPE AREA % CS OTAL OB/XF VALUE
FIREPLACE
UIB=OTALS
UILDING DIMENSIONS
AND INFORMATION
OTHER
HIGHEST AND
BEST USE
RURAL AC
USE
CODE
0120
LOCAL
ZONING
RAI
FRON
TAGE
1 574
DEPTH
1 0
DEPTH
/ SIZE
1.3550
LND
MOD
4
COND
FACT
0.9000
ADJUSTMENTS AND
NOTES
RF AC LC TO OT
+17 +13 +00 +00
-40
ROAD
TYPE
PW
LAND
UNIT
PRICE
6,000.0
TOTAL
LAND UNT TOTAL
UNITS TYP AD35T
4.23 AC 1.22
ADJUSTED
UNIT PRICE VALUE
7,320.0
LAND
3096
OVERRIDE LAND
VALUE NOTES
FLD PW
OTAL MARKET LAND DATA
L.231
30,96
[TOTAL PRESENT USE DATA
Owner: BOW
21

Parcel 10
7191-17 1n -i639 AM
DAVIDSON COUNTY NC -
Retum/Appeal Notes: Parcel: 06-013-0-000-0050
BOWERS BILLY JOE BOWERS MARY
PLAT: / UN1Q ID 237949 Owner
2370 BELMONT RD
ID NO: 6703-04-70-6898
15600
COUNTY WIDE ADVLTAX (100), LINWOOD FIRE ADVLTAX (100)
CARD NO.
I of 1
Reval Year: 2015 Tax Year: 2017
L50 BK507-929 BELMONT RD
1.140 AC
SRC=
CI- FR- EX- AT- LAST ACTION 20150102
ADoraised by 23 on 01/01/2015 00603 JR ORDER HOME
TW -06
CONSTRUCTION DETAIL
MARKET VALUE
DEPRECIATION
CORRELATION OF VALUE
Foundation - 3Eff.
BASE Standard 0.34100
TO MARKET
ontinuous Footing
5.00 SE MO Area UA RATE RCN EYB AYBCREDENCE
GOOD
65. DEPR. BUILDING VALUE - CARD 119,63
ub Floor System - 4
50101 2,605 100 67.00 18153 1980197
Vo
PI wood
8.00 TYPE: RURAL HOME SITE
SINGLE FAMILY RESIDENTIAL DEPR. OB/XF VALUE - CARD
22,98
Exterior Walls- 15
MARKET LAND VALUE - CARD
TOTAL MARKET VALUE -CARD 142,61
Board & Batten 12" Boards)
32.00 STYLE: 1 - 1.0 Story
xterior Walls - 21
Face Brick
0.00
Roofing Structure - 03
TOTAL APPRAISED VALUE - CARD 142,610
able
7.00
TOTAL APPRAISED VALUE - PARCEL 142,61
oofing Cover - 03
ksphalt or Composition Shingle
3.00
nterior Wall Construction - 5
TOTAL PRESENT USE VALUE -PARCEL
TOTAL VALUE DEFERRED - PARCEL
Drywall/Sheetrock
20.00
TOTAL TAXABLE VALUE - PARCEL $ 142,610
nterior Floor Cover - 07
ork or Vinyl Tile
6.00 + - 1 4 - - +
PRIOR
nterior Floor Cover - 14
IPTG 1
BUILDING VALUE 133,15
a et
0.00
1 1
OBXF VALUE
Heating Fuel - 04
4 422,98
LAND VALUE
Electric
1.00 I I
PRESENT USE VALUE
Heating Type - 04
+ - 12-+- - 17 - - + - - 2 0 - - - + - 1 4 - - +
- - 1 9 - - +
DEFERRED VALUE
Forced Air - Ducted
4.00 7 F S T 7 F S P 7
I
TOTAL VALUE 156,130
'r Conditioning Type - 03
+-12 - + - - 17 - - +
I
entrel
4.00 IFGD I
1
Bedrooms/Bathrooms/Half-
I 1
I
Bathrooms
1 3
3
/2/0
12.000 2 + 4+
6
Bedrooms
5 1 B A S
I
PERMIT
BAS - 3 FUS - 0 LL- 0
I 1 + - - - 25 - - - - +
I
CODE DATE NOTE NUMBER AMOUNT
Bathrooms
I 2 4 F O P 4
1
- 2 FUS - 0 UL- 0
+---25 - - - - +4+ - - - 2 5 - - - - +
I
OTAL POINT VALUE 1102.000 + - - - -
2 8 - - - - +
ROUT: WTRSHD:
BUILDING ADJUSTMENTS
SALES DATA
Ualit 3 Avera a
1,0000
+ - - ' - _ _ _ - - 5 3 - - -
- - - - - - +
OFF.
hape/Design 3 Slight
1.0000
I U B M
I
RECORD ATE DEEDINDICATE SALES
Ime ular
I
I
BOOK PAGE R TYPE PRICE
Size iz Size
0.9800 I
1
00507 929 2 197 WD X V 0
TOTAL ADJUSTMENT FACTOR
0.980 1
1
TOTAL QUALITY INDEX
100 2
1
8
3
1
6
I
1
HEATED AREA 1,756
I
1
+ - _ _ 2 5 _ _ _ _ +
I
NOTES
8
I
+ - ' - -
28 - - - ' +
UNIT
ORIG% SIIE ANN DEP % OB/XF DEPR.
SUBAREA
LTH UNI
PRICE I
GOND BLDG# FACT AYBEYB RATE OV GOND VALUE
.TYPE GS AREA
% RPL CS COD UA DESCRIPTIONCOUN
BAS 11755 looll21TOTAL OB XF VALUE
FGD 677 OS 249241
FOP 100
03 23451
SP 119 04 321
FST 84 050 281
PTO 196,
001 67
UBM 1,708
0201 2291
FIREPLACE 4 - 2 Story Single/1 Story 7,00(
Double
SUBAREA 4,64
TOTALS
181,53
BUILDING DIMENSIONS
525E25N 12E4N 13 W 29$E 12N7$S7E 17N7$S20W4S12E4FOP=
E25N4 W 25S4$N4E25S8E28N36$PTR=546UBM= W 53S28E25S8E28N36$N46$.
BAS= W 19PTO=N 14W 14S14E14$ W 34FSP=
W 17FSi= W 12S7FGD=
LAND INFORMATION
HIGHEST AND USE LOCAL
THER ADJUSTMENTS
FRON DEPTH / LND CONE) ND NOTES
ROAD LAND UNI
OTAL LAND UNT TOTAL ADJUSTED LAND - OVERRIDE LAND
BEST USE CODE ZONING
TAGE DEPTH SEE MOD FACT RF AC LC TO OT
11.45001+30
TYPE PRICE
UNITS TYP ADJS7 UNIT PRICE VALUE VALUE NOTES
URAL AC 0120 RAL
250 0 2.3160 4 +15 +00 +00 +00
PW 6,000.0
1.140 AC 3.36 20,160.0 2298
TOTAL MARKET LAND DATA
1.140 22,98
TOTAL PRESENT USE DATA
247
BOW

Parcel 11
7/6/2017 10:35:02 AM
DAVIDSON COUNTY NC -
0-
BYERLY BOBBY DALE Retum/Appeal Notes: Parcel: 06-013-000-0049
BELMONT RD PLAT: / UNIQ ID 237948
1147000
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVL TAX (100) CARD NO. 1 of 1 ID NO: 6703-04-70-3641
eval Year: 2015 Tax Year. 2017 L49 BC627-940 BELMONT RD 0.570 AC SRC=
Appraised by 17 on 01/01/2015 00603 JR ORDER HOME TW -06 Cl- FR- EX- AT- LAST ACTION 20150102
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION CORRELATION OF VALUE
TOTAL POINT VALUE
BUILDING ADJUSTMENTS US MOD
TOTAL ADJUSTMENT 9/1 uu
Eff.
Area
I
1QUd
I
BASE
RATE RCN EV AY
% GOOD
CREDENCE TO
DEPR. BUILDING VALUE - CARD
ACTORTYpE: VACANT
TOTAL QUALITY INDEX
STYLE:
DEPR. OB/XF VALUE - CARD
MARKET LAND VALUE - CARD 14,26
MARKET VALUE - CARD 14,26
TOTAL APPRAISED VALUE - CARD 14,26
TOTAL APPRAISED VALUE- PARCEL 14,26
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL 14.26
PRIOR
BUILDING VALUE
OBXF VALUE
LAND VALUE 14,26
PRESENT USE VALUE
DEFERRED VALUE
TOTAL VALUE 14,26
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
OFF.
RECORD DATE I
DEED
INDICATE SALES
BOOK PAGE MO R
TYPE
/
PRICE
0627 1694o I ii jiq84
WD
X V
HEATED
AREA
NOTES
SUBAREA UNIT ORIG% SIZE ANN DEP °/o OB/XF DEPR.
GS RPL OD UAL DESCRIPTION OLIN LTH HUN PRICE GOND BLD GJf FACT Y EY RATE V GOND VALUE
TYPE AREA °/ CS OTAL OB/XF VALUE
FIREPLACE
SUBAREA
TOTALS
UILDING DIMENSIONS
AND INFORMATION
THER
HIGHEST AND
EST USE
URAL AC
USE
CODE
0120
LOCAL FRON
ZONING
RAI 1
TAGE
125
DEPTH
1 0
DEPTH LND
/ SIZE MOD
2.8770 4
GOND
FACT
1.4500
DJUSTMENTS AND
NOTES ROAD
RF AC LC TO OT TYPE
+30 +15 +00 +00 PW
+00
LAND
UNIT
PRICE
6,000.0
TOTAL
LAND UNT TOTAL
UNITS TYP ADIST
0.57 AC 4.17
ADIUSTED
UNIT PRICE VALUE
25,020.0
LAND OVERRIDE LAND
VALUE NOTES
14261
OTAL MARKET LAND DATA .57 14,26
OTAL PRESENT USE DATA
Owner: BYER
2"

Parcel 12
�/a /0n17 �n•i S•II� AM
DAVIDSON COUNTY NC-
Retum/Appeal Notes:
Parcel: 06-013-0-000-0048
BYERLY BOBBY DALE
PLAT: / UNIQ ID 237947
2280280 BB ELMONT RD
ID NO: 6703-04-70-2535
0
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVL TAX (100) CARD NO. 1 of 1
eval Year: 2015 Tax Year: 2017 P=13-5 L48 BK590-175 BELMONT RD
0.570 AC
SRC=
AnDraised by 23 on 01/01/2015 00603 JR ORDER HOME
TW -06 Cl- FR- EX- AT- LAST ACTION 20150102
CONSTRUCTION DETAIL
MARKET VALUE
DEPRECIATION
CORRELATION OF VALUE
Foundation - 3
Eff. BASE
Srandarcj 0.34100
0ntinu0us Footing
5.0 US MO Area UA RATE RCN EB AYB
REDENCE TO MARKET
ub Floor System - 4
50 Ol 12,448 11011 67.67 117265511980119741
% GOOD 165,
DEPR. BUILDING VALUE - CARD
113,78
I wood
8.0 RURAL HOME SITE
SINGLE FAMILY RESIDENTIAL
EPR. VALUE - CARD
I,lfi
xterlor Walls - 21
TYPE:
ARKET LAND VALUE -CARD
DOTAL MARKET VALUE -CARD
14,26
129,20
ace Brick 34.0 STYLE: 1 - 1.0 Story
Roofing Structure - 03
able
7.00
oofing Cover - 03
TOTAL APPRAISED VALUE - CARD
129,20
A�sDhalt or Composition Shingle
10C
TOTAL APPRAISED VALUE -PARCEL
129,20
Interior Wall Construction - 5
D wall/Sheetrock 20.0
nterior Floor Cover - 07
TOTAL PRESENT USE VALUE -PARCEL
Cork or Vinyl Tile
6.00
TOTAL VALUE DEFERRED - PARCEL
nterior Floor Cover - 14
TOTAL TAXABLE VALUE - PARCEL $
129,20
Carpet
0.00
PRIOR
Heating Fuel - 04
+ - - 1 4 - - +
BUILDING VALUE
129,01
Electric
1.
I P T 0 I
BXF VALUE
92
eating Type - 04
1 1
VALUE
14,26
orced Air- Ducted
4.
2 2
-AND
RESENT USE VALUE
'r Conditioning Type - 03
+ _ - _ _ - _ _ _ _ - 48 _ _ _ _ _ _ _ _ _ _
+ - - 1 4 - - + - - - 20 - - - +
EFERRED VALUE
entral
4. I B A S
I F S T I
OTAL VALUE
144,19
Bedrooms/bathrooms/Half-
I
1 1
Bathrooms
I
0 0
2/0 12.00 I
+ - ' - 2 0 - - _ +
drooms
2
I F E P I
-3FUS -0LL-0
9
I I
throoms
I
I I
PERMIT
BAS- 2 FUS- 0 LL- 0
I
6 9
CODE DATE NOTE NUMBER AMOUNT
OTAL POINT VALUE 104.0 I
I I
BUILDING ADJUSTMENTS
I + - - - - - - 33
- - - - - - - + I
ualit 3 1 Average 1 1.00 +-----29------+FOP-----33-----+---20-""+
OUT: WTRSHD:
hape/Desig 3 Slight 1.000
SALES DATA
Irre ular
OFF.
iz e iz Size 0.97
+ - 6 2
zADJUSTMENT
+
RECORD DATE DEED INDICATE
TOTAL FACTOR 0.97
I U BM
I
BOO PAG M O R TYPE / SALES PRICE
OTAL QUALITY INDEX
101
I
I
0590 0175 5 119811 WD I X V
I
I
I
I
2
2
9
6
I
I
HEATED AREA 2,079
I
I
I
I
NOTES
I +------33-------+
FCP TO PEP FOR 95
+-----29------+
SUBAREA
O/
UNIT ORI G o7o
pNN DEP o7o OB/XF DEPR.
GS AREA
% RPL CS COD DESCRIPTION COUN TH WTFi UNITS PRICE CON
LDG# AYB EYB RATE V COND
VALUE
1 69 10 11497110 ON PAVING 11
1 1,540 3.0 100
197 200 SS 2
116
38 070.1800 TOTAL OB/XF VALUE
1,16
MIREPILACE
9 03 2362005
67fi16
00 541
1,699 02 2300
Story Single/1 Story 7,00
Double
UBAREA 4,24 172,65
OTALS
BUILDING DIMENSIONS
57-W20PTO-Nt2Wi4S12E1a BAs-W62S29E29FOP=E33N3W33S3 N3E33FEP=S3E20N19W20516 N26 S10E20N10$PTR=S39W20UBM=W62S29E29N3E33N26$N39E20 .
AND INFORMATION
TH ER
DIUSTMENTS AND
LAND
TOTAL
AND
USE
LOCAL
FRON
DEPTH
LND
JC.ND
NOTES
ROAD
UNIT
LAND
LINT TOTAL
ADJUSTED
LAND VERRID
LAND
L.ESTE
CODE
ZONING
TACE
DEPTH
SIZE
MOD
FACT
RF AC LC TO OT
TYPE
PRICE
UNITS
TYP AD35T
UNITPRICE
VALUE VALUE
NO
0120
RAI
125
0
2,8770
1 4
1.4500
+30 +15 +00
+00
PW
6,000.0
0.570
AC 4.17
25,020.0
14261
1
+00
TOTAL MARKET LAND DATA
.57 14,26
TOTAL PRESENT USE DATA
Owner: BYER
M

Parcel 13
7/r/2017 10:36:02 AM
DAVIDSON COUNTY NC -
Retum/Appeal Notes: parcel: -0-000 -0007
KERN MARGARET HEIRS COX MOYDE HEIRS
PLAT: / UNIQ ID 237897897
/ UNI
BELMONT RD
ID NO: 6703-04-70-2323
203354
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVL TAX (100)
CARD NO.
1 of 1
Reval Year: 2015 Tax Year: 2017 L7 BK279-202 BELMONT RD
3.530 AC
SRC=
AT- VST ACTION
20150102
p raised by 17 on 01/01/2015 00603 JR ORDER HOME
TW -06
Cl- FR- EX-
CORRELATION OF VALUE
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION
TOTAL POINT VALUE Eff, BASE
REDENCE TO
BUILDING ADJUSTMENTS US MO Area QU RATE RC EY AY
% GOOD
I
DEPR. BUILDING VALUE- CARD
TOTALADJUSTMENT 971001
DEPR. OB/XF VALUE - CARD
M ARKET LAND VALUE - CARD
32,62
FACTORTypE: VACANT
TOTAL QUALITY INDEX
TOTAL MARKET VALUE - GARD
32,62
STYLE:
TOTAL APPRAISED VALUE - CARD
32,62
TOTAL APPRAISED VALUE - PARCEL
32,62
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL
32,62
PRIOR
BUILDING VALUE
OBXF VALUE
LAND VALUE
32,62
PRESENT USE VALUE
DEFERRED VALUE
TOTAL VALUE
32,62
PERMIT
CODE I DATE NOTE I NUMBER
AMOUNT
ROUT: WTRSHD:
SALES DATA
FF.
RECORD DATE
DEED
INDICATE
SALES
BOOK PAGE MO R
TYPE
/
PRICE
00279 202 4 1956
WD
X V
HEATED
AREA
NOTES
%PPROX. 2.70 AC NOT IN FL
DPW
UNIT
ORIG N.
SIZE ANN DEP %
OB/XF DEPR.
SUBAREA
GS RPL COD QUAL DESC1 ITIONCOUN LTH TH UNIT PRICE
COND
BL DG# FACT Y EY RATE V GOND
VALUE
TYPE AREA ° CS OTAL OB/XF VALUE
IREPLACE
SUBAREA
TOTALS
UILDING DIMENSIONS
LAND INFORMATION
OTHER
ADJUSTMENTS AND
LAND
TOTAL
HIGHEST AND
USE
LOCAL
FRON
DEPTH
LND
GOND
NOTES
TO
ROAD
UNIT
PRICE
LAND UNT TOTAL
UNITS TYP ADJST
ADJUSTED
UNIT PRICE VALUE
LAND OVERRID LAND
VALUE NOTES
BEST USE
CODE
ZONING
TAGE
DEPTH
SIZE
MOD
FACT
RF AC LC OT
TYPE
PW
6,000.00
3.53 AC 1.54
9,240.00
3261
FUD PLN
URAL AC
0120
RAI
279
0
1.4250
4
1.0800
+04 +14 +00 +00
-10
3.53
32,62
TOTAL MARKET LAND DATA
TOTAL PRESENT USE DATA
Owner: KERN
31

Parcel 14
7/A/7ot7 1nBAe77 AM
DAVIDSON COUNTYNC-
KERN MARGARET COX Retum/Appeal Notes: Parcel: / UNI -0-000944
BELMONT RD PLAT: / 69-3 9 237944
ID NO: 6702-02-69-3797
84200
COUNTY WIDE ADVL TAX (500, LINWOOD FIRE ADVL TAX (100) CARD NO. 1 of 1
eval Year: 2015 Tax Year: 2017 L45 BKS00-69 BELMONT RD 18.960 AC SRC=
A,00raised by 17 on 01/01/2015 00603 JR ORDER HOME TW -06 Cl- FR- EX- AT- LAST ACTION 20150102
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION CORRELATION OF VALUE
TOTAL POINT VALUE
BUILDING ADJUSTMENTS USE
TOTAL ADJUSTMENT 97
Eff, BASE
MOD Area U RATE RCN EV AY
00 GOOD
CREDENCE TO
DEPR. BUILDING VALUE - CARD
FACTOR TYPE: VACANT
TOTAL QUALITY INDEX
DEPR. OB/XF VALUE - CARD
MARKET LAND VALUE - CARD 130,82
OTAL MARKET VALUE - CARD 130,82
OTAL APPRAISED VALUE - CARD 130,82
TOTAL APPRAISED VALUE- PARCEL 130,82
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
OTAL TAXABLE VALUE - PARCEL 130,82
PRIOR
BUILDING VALUE
OBXF VALUE
LAND VALUE 130,82
PRESENT USE VALUE
DEFERRED VALUE
TOTAL VALUE 130,82
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
OFF.
RECORD DATE
DEED
INDICATE SALES
BOOK PAGE MO R
TYPE
I
PRICE
00500 069 5 197
WD
X V
HEATED
AREA
NOTES
LAND WILL NOT PERK E&R B
D.89
SUBAREA UNIT ORIG %u SIZE ANN DEP Wo OB/XF DEPR.
GS RPL COD UAL E 5CRIPTION COUN LTH HUNII PRICE GOND BLDG# FACT Y EY RATE OV GOND VALU
TYPE AREA 0/bi CS OTAL OB/XF VALUE
FIREPLACE
SUBAREA
TOTALS
BUILDING DIMENSIONS
LAND INFORMATION
THER
HIGHEST AND
BEST USE
RURAL AC
USE
CODE
0120
LOCAL
ZONING
RAI
FRON
TAGE
1681
DEPTH
1 0
DEPTH
SIZE
1.0080
LND
MOD
4
COND
FACT
1.1400
ADJUSTMENTS AND
NOTES
RF AC LC TO OT
+O6 +06 +00 +00
+00
ROAD
TYPE
PW
LAND
UNIT
PRICE
6,000.00
TOTAL
LAND UNT TOTAL
UNITS TYP ADJST
18.96 AC 1.15
ADJUSTED LAND OVERRIDE LAND
UNIT PRICE VALUE VALUE NOTES
6,900.0 13082 4 C
TOTAL MARKET LAND DATA 18.96 130,82
OTAL PRESENT USE DATA
Owner: KERN
-31-

Parcel 15
7/6/2017 10:37:27 AM
DAVIDSON COUNTY NC-
OUTNERN RAIL TERMINALS OF NC Retum/Appeal Notes: parcel: 06-013-0-000-0056
UNWOOD-SOUTHMONT RD PLAT: / UNIQ 237954
ID NO: 6702-02-69-635353
10008 CARD NO. 1 of I
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVL TAX (100)
eval Year: 2015 Tax Year. 2017 L56 SK528-600&541-866&867 47.120 AC SRC=
Appraised by 17 on 01/01/2015 00603 JR ORDER HOME TW -06 Cl- FR- EX -9 AT- LAST ACTION 20150102
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION CORRELATION OF VALUE
OTAL POINT VALUE
BUILDING ADJUSTMENTS US
TOTAL ADJUSTMENT 911
Eff,
MO Area U
00 I
BASE
RATE
RCN
ayf
%GOOD I
CREDENCE TO
DEPR. BUILDING VALUE - CARD
ACTOR TYPE: UTILITY
DEPR. OB/XF VALUE - CARD 223,35
M ARKET LAND VALUE - CARD
TOTAL QUALITY INDEX
TOTAL MARKET VALUE -CARD 223,35
STYLE:
TOTAL APPRAISED VALUE- CARD 223,35
TOTAL APPRAISED VALUE - PARCEL 223,35
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL 223,35C
PRIOR
BUILDING VALUE
BXF VALUE
LAND VALVE 223,35
PRESENT USE VALUE
DEFERRED VALUE 223,35
OTALVALUE
PERMIT
CODE I DATE NOTE I NUMBERAMOUNT
ROUT: WTRSHD:
SALES DATA
FF.
RECORD DATE 1
DEED
1.11
INDICATE SALES
BOOK IPAGE jMOVR I
TYPE
PRICE
0528 106DO 1 6 119751
WD
U
V 2900
HEATED AREA
NOTES
HUMP STATION
ALSO SEE BOONE 19-28
30-5 6&7 31-10 32-20
SUBAREA UNIT ORIG% SIZE ANN DEP 1/ OB/XF DEPR.
GS RPL COD UAL DESCRIPTION COON LTH TH UNITS PRICE GOND BLDGfF FACT Y EY RATE OV GOND VALUE
TYPE AREA ° CS OTAL OE VALUE
FIREPLACE
UBAR
7171
OTALS
UILDING DIMENSIONS
AND INFORMATION
THER
HIGHESTAND
BEST USE
UTILITY
USE
CODE
9100
LOCAL
ZONING
RA2
FRON
TAGE
60
DEPTH
D;
DEPTH
/ SIZE
0.8590
LND
MOD
4
COND
FACT
0.9200
ADJUSTMENTS AND
NOTES
RF AC LC TO OT
-15 +07 +00 +00
+00
ROAD
TYPE
PW
LAND
UNIT
PRICE
6,000.00
TOTAL
LAND LINT TOTAL
UNITS TYP ADJST
47.12 AC 0.79
ADJUSTED
UNIT PRICE
4,740,0
LAND VERRID LAND
VALUE VALUE NOTES
223349 LFPLN
OTAL MARKET LAND DATA 7.12 223,35
OTAL PRESENT USE DATA
Owner: SOU1
33

Parcel 16
,ie 11n17 10.17-91 AM
DAVIDSON COUNTY NC-
Retum/Appeal Notes: Parcel: -0-000
OMPSON BARRY DEAN
PLAT: / UNIQ ID 230415415
/ UNI
ELMONT RD
ID NO: 6702-02-59-8494
103902
COUNTY WIDE ADVI TAX (100), UNWOOD FIRE ADVL TAX (100)
CARD NO. 1 of 1
eval Year: 2015 Tax Year. 2017 L22 BK1974-1084 BELMONT RD
1.020 AC SRC=
AT- LAST
ACTION 20150102
praised by 21 on 01/01/2015 04003 SOUTHERN RAILROAD
TW -04 CI- FR- EX-
OF
CONSTRUCTION DETAIL MARKET VALUE
DEPRECIATION
CORRELATION VALUE
TOTAL POINT VALUE IEff, BASE
CREDENCE TO
BUILDING ADJUSTMENTS USEPMOArea U RATE RCN EY AY
GOOD
DEPR. BUILDING VALUE- CARD
TOTAL ADJUSTMENT 10
DEPR. OB/XF VALUE - CARD
10,55
FACTOR TYPE: COMMERCIAL
LANDARKS VALUE -CARD
25.77
TOTAL QUALITY INDEX
TOTAL MARKET VALUE -CARD
TOTAL
36,32
�,�:
TOTAL APPRAISED VALUE - CARD
36,32
TOTAL APPRAISED VALUE - PARCEL
36,32
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL $36,32
PRIOR
BUILDING VALUE
BXF VALUE
1,34
LAND VAWE
25,77
PRESENT USE VALUE
DEFERRED VALUE
TOTAL VALUE
27,11
PERMIT
CODE I DATE NOTE I NUMBER
AMOUNT
ROUT: WTRSHD:
SALES DATA
FF.
RECORD DATE DEEDINDICATE
SALES
BOOK PAGE MO R TYPE
PRICE
0864 0971 7 1993 WD* Q I
2400
1974 1084 6 01 WD* U I
600
0781 0409 8 1991 WD* U I
3000
0546 780 4 197 WD- U I
1300
HEATED AREA
NOTES
F'13
UNIT ORIG% ANN DEP a
OB'DEPR.
SUBAREA
OD DESCRIPTION COUN LTH
HUNITS PRICE
GOND BLDGif AYB EYB RATE OV COND
VALUE
TYPE AREA %RPL CS 2 ARAGE 4
3 1,20 25.0
5 _ 195 200 S 5
S 2
825
230
4 ED 3
2 76 12,0
10 199 200
IREP LACE
UBAREA TOTAL OB/XF VALUE
10,55
.OTALS
UILDING DIMENSIONS
AND INFORMATION
THER
IDEPTH
DEPTH
LND
COND
D]USTMENTS AND
NOTES
ROAD
LAND
UNIT
TOTAL
LAND UNT TOTAL
ADJUSTED
LAND OVERRIDELAND
HIGHEST AND
USE
CODE
LOCAL
ZONING
FRON
TAGE
/SIZE
MOD
FACT
RF AC LC TO OT
TYPE
PRICE
UNITS TYP ADJST
UNIT PRICE
VALUE
VALUE NOTES
EST USE
0
1.0000
0
0.5800
PW
1.00
44431.00 — 0.58
0.5
2577
1.02 AC
OMMERCIAL
0700
CURC
0
25,77
OTAL MARKET LAND DATA
OTAL PRESENT USE DATA
Owner: THO!
3q

Parcel 17
,/A/in1710.3R:1S AM
DAVIDSON COUNTY NC-
AVIDSON COUNTY Retum/Appeal Nates: Parcel: / UN1-0-000-0008-A
1950 BELMONT RD PLAT: / UN230414
ID NO: 6702-02-59-6363 977
027305
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVL TAX (100) CARD NO. 1 of 1
Reval Year: 2015 Tax Year: 2017 L8A BK993-1040 (BOX SITE)BELMONT RD TW -W-04 CI- FR- EX -2 0 AC SRC=
Appraised b 07 on 01/01/2015 04003 SOUTHERN RAILROAD TAT- LAST ACTION 20150102
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION CORRELATION OF VALUE
TOTAL POINT VALUE Eft,BASE
BUILDING ADJUSTMENTS US MOD Area
TOTAL ADJUSTMENT 97 00
U RATE RCNEY AY %GOOD
REDENCE TO
DEPR. BUILDING VALUE- CARD
ACTOR TYPE: VACANT21,78
DEPR. OB/XF VALUE - CARD
MARKET LAND VALUE -CARD
TOTAL QUALITY INDEX
TOTAL MARKET VALUE -CARD
21,78
STYLE:
TOTAL APPRAISED VALUE - CARD
TOTAL APPRAISED VALUE - PARCEL
21,78
21,78
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
•TOTAL
TAXABLE VALUE - PARCEL rp
21,78C
PRIOR
BUILDING VALUE
BXF VALUE
LAND VALUE
21,78
PRESENT USE VALUE
DEFERRED VALUE
TOTAL VALUE
21,76
PERMIT
CODE I DATE NOTE NUMBER
AMOUNT
ROUT: WTRSHD:
SALES DATA
OFF.
RECORD DATE DEEDINDICATE
SALES
BOOK PAGE MO R TYPE
PRICE
0993 1040 6 199 WD
X V
HEATED
AREA
NOTES
SUBAREA UNIT
GS RPL OD UAL DESCRIPTION OUN LTH HUNITS PRICE
ORIG %
GOND
SIZE ANN DEP N. OB/XF DEPR.
BLDG# FACT Y EY RATE OV GOND VALUE
TYPE AREA ° CS OTAL OB XF VALUE
FIREPLACE
UBAREA
OTALS
BUILDING DIMENSIONS
AND INFORMATION
OTHER
HIGHEST AND
BEST USE
RURAL AC
I USE
CODE
0120
LOCAL
ZONING
RAl
I FRO N
TAGE
200
EPTH
0
DEPTH
/ SIZE
2.5000
;LND
D
COND
FACT
1.4500
ADJUSTMENTS AND
NOTES
RF AC LC TO OT
+30 +15 +00 +00
+00
ROAD
TYPE
PW
LAND
UNIT
PRICE
6,000.0
TOTAL
LAND UNT TOTAL
UNITS TYP ADJST
1.00 AC 3.63
ADJUSTED
UNIT PRICEVALUE
21,780.0
LAND
2178
VERRID LAND
VALUE NOTES
OTAL MARKET LAND DATA
1.00
21,78
OTAL PRESENT USE DATA
Owner: DAVI
3S

Parcel 18
ore /7n� 7 1n -A-97 AM
DAVIDSON COUNTY NC-
Retum/Appeal Notes: Parcel; 0-000-0008
AVIDSON COUNTY / UNIQ 413
PLAT: / UNIQ I9230413
1332 BELMONT RD ID NO: 6702-01-38-9709
120
COUNTY WIDE ADVL TAX (100), LINWOOD FIRE ADVL TAX (100) CARD NO. 1 of 1
Reval Year: 2015 Tax Year: 2017 L8 BK2176-804 BELMONT RD 118.640 AC SRC=
Cl- FR- EX -2 AT- LAST ACTION 20151104
Appraised by 07 on 03/25/2015 04003 SOUTHERN RAILROAD TW -04
CORRELATION OF VALUE
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION
oundatlon - 3
Eff,
BASE Standar 0.41860
CREDENCE TO MARKET
ontinu0U5 Footin 5.0
US
50
MO Area
01 3,494
U
86
RATE RCN EYB AYB
57.62 20632 197 1900 % GOOD 58.1
DEPR. BUILDING VALUE -CARD 119,96
ub System - 5
TYPE: RURAL HOME SITE SINGLE FAMILY RESIDENTIAL
DEPR. OB/XF VALUE - CARD
MARKET LAND VALUE - CARD 1,334,70
OTAL MARKET VALUE- CARD 1,454,66
oo9'0
xteails - 10
umVin I Sidin 29.0
j
STYLE: 3 - 2.0 Stories
Roofructure - 03
abl7.0
TOTAL APPRAISED VALUE - CARD 1,454,66
TOTAL APPRAISED VALUE- PARCEL 1,454,66
oofver- 12
etal 6.0
nterior Wall Construction - 4
TOTAL PRESENT USE VALUE -PARCEL
PI wood Panel 16.0
TOTAL TAW! DEFERRED - PARCEL
TOTAL TAXABLE VALUE -PARCEL $ 1,454,66
nterior Floor Cover - 07
ork or Vinyl Tile 0.0c
nterior Floor Cover - 12
PRIOR
ardwood 7.0
+ - - 1 6 - - - +
1 I
BUILDING VALUE 129,37
OBXF VALUE
eating Fuel - 02
il, Wood or Coal 0.0C
I I
1 I
LAND VALUE 454,04
PRESENT USE VALUE 68,17
eating Type - 04
onced Air - Ducted 4.00
2 I
4 I
DEFERRED VALUE 385,87
OTAL VALUE 583,41
'r Conditioning Type - 01
one 0.0c
I 3
I 4
tmctural Frame - 01
One 0.0c
I I
+ - 14 - - + I
Brooms/Bathrooms/Half-
PERMIT
throoms
/1/0 8.000
I F E P 1 I
1 0 I
1 +5 + + 3 +
CODE DATE NOTE I NUMBER AMOUNT
Bedrooms
ROUT: WTRSHD:
- 1 FUS- 3 LL- 0
9 I I
1 9 I
throoms
SALES DATA
- 0 FUS- 1 U_- 0
+ - 9 - + I
I 2
1 5
0 1
+- - - - 2 5 - - - - + 1
1 BAS 1
OFF.
RECORD DATE DEED
BOO PAG M R TYPE
02176 804 4 201 WD
0931- 628 1 199 WD
/
I
U
INDICATE
/ SALES PRICE
I 135800
I
OTAL POINT VALUE 191.OUC
BUILDING ADJUSTMENTS
'alit 3 Average 1.000
Nape/Design 3 Slight 1.000
Irregular
1 + 5 - +
Z + 5 +
1
I
size ze Sze 0.950
TOTAL ADJUSTMENT FACTOR 0.95
86
TOTAL QUALITY INDEX
1
HEATED AREA 3,592
1 1
NOTES
+- - - _ 2 7 - _ _ - _ + +5 +
6 5
Zoning '162 OBNV, BD. OF E&R AD1.89
+ + - - - - 2 6 - - - - - ++
1.82AC REG VALUE
I F O P I
MET RF FOR 2010
8 8
+ - - - - 2 6 - - - - - +
UNIT ORIG % SIZE ANN DEP % OB/XF DEPR.
SUBAREA
OD UAL DESCRIPTION OUN LTH WTH NITS PRICE COND BLDG FACT Y EY RATE OV GOND VALUE
TYPE GS AREA %RPL CS
OTAL OB XF VALUE
3, S 2,321110011 3736
EP 2211071 8931
OP 20 03 420
US 1 05 09 54451
FIREPLACE 3- 1 Story 5,00
Single
UBAREA 3,80 206,32
OTALS
BUILDING DIMENSIONS BAS=W16S24FEP=W14S19E9N9E5N10 S10W5S9W9S10W25S20E27S6E2FOP=SBE26N8W26$E28N5E5N11WSN4W5N25E3N34 FUS=1050$.
LAND INFORMATION
OTHER
DJUSTMENTS AND
LAND
TOTAL
IGHEST AND USE LOCAL
FRON
DEPTH
LND
COND
NOTES ROA
UNIT
LAND UNT TOTAL
ADJUSTED
LAND OVERRIDELAND
NO TES
BEST USE CODE ZONING
TAGE DEPTH
/SIZE
MOD
FACT
RF AC LC TOO TYPE
PRICE
UNITS TYP ADJST
UNIT PRIG!
VALUE VALUE
NDUSTRIAL 1 0600 HI
1 3590 O
1 1.0000 1
0
0.7500
PW
To o/RW/Sh
15,000.0
118.64 C AC 0.75
11,250.0
133470
118.64 7334,70
OTAL MARKET LAND DATA
OTAL PRESENT USE DATA
Owner: DAVI
0

W E
'�� Mao ..Index
Citv of Lexington Natural Gas Department
NATURAL GAS SYSTEM IMPROVEMENTS
PROJECT: 21613
February, 2017
-Belmont Road
Lexington, North Carolina
PREPARED BY:
FD\
I = A IF]
HEATH AND ASSOCIATES, INC.
108 W. Warren Street, Suite 300
Shelby, North Carolina 28150
License Number: F-1035
3-4

Impact #1• W1 (Freshwater Forested/Shrub Wetland) — STA. 151+75 — (35.749636, -80.324869)

Impact #2• W2 (Freshwater Forested/Shrub Wetland) — STA. 156+95 — (35.748778, -80.326173)
yo

I

Impact #3• S1 (UT1 to North Potts Creek) — STA 165+95 — (35.747265 -80.3287071
41

43

Impact #4• S2 (UT2 to North Potts Creek) — STA 173+00 — (35.747241, -80.330818)
Iq

x
V`

Impact #5• S3 (UT3 to North Potts Creek) — STA 180+05 — (35.747475 -80.333189)
4te

y-+

INSTALL 1' EARTH BERM AT TOP
SEDIMENT TRAP OF SLOPE TO PREVENT SILTATION
Ir AND SLOPE TO SEDIMENT TRAP
SEE DWG `EC -2' FOR DETAIL
3' MIN
\ SILT ?_ ---
FENCES Ti 1.
W.L.
1' MIN
OVERBEND ��
OVERBEND
INSTALL RIP RAP NOTES:
ON BANK OF STREAM 1. FOR SILT FENCES SEE DRAWING 'EC -3'
OVER DRCH. MIN I 4' MIN SAC
WIDTH - 20' BEND 2. INSTALL RIP RAP ON CREEK BANK FROM TOP
LENGTH VARIES OF SLOPE TO BOTTOM OF SLOPE
SAG 5, 3. INSTALL EARTH BERM ALONG TOP OF SLOPE
BEND --I MIN MIN WITH GRAVEL SEEP THROUGH AT LOW
POINT (IF REQUIRED)
4. INSTALL SEDIMENT
ATTOP ( OF SLOPE IN
DITCH LNTWITH
GRAVEL SEEP THROUGH, REMOVE AFTER
GROUND COVER IS ESTABLISHED.
ELEVATION
TYPICAL STREAM CROSSING CONTROLS
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR Ys OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT N0.
4)-
09-08-16 21613 HEATH AND ASSOCIATES, INC.
AMR DATE SHEET 108 W. WARREN ST, SUITE 300
/ SHELBY, NORTH CAROLINA 28150
z /�� /% OF LICENSE NO. F-1035
r,-1 .1n rn 4
u1\PTV - -- .
;
OF
TOP OFOPE
SLOPE
LSLOPEF'
TOP OF
SLOPE
EARTH
BERM
EARTH
BERM
1D'�'
2'
CREEK
«
SEDIMENT
TRAP
—
o�
�—
�NSTALL SEDIMENT
20'
TRAP IN DRAINAGE
RIP RAP
DITCH. SEE
SEDIMENT TRAP
RAP
DRAWING EC -2.
GRAVEL
IRIPP
PLAN
INSTALL TEMP.
DBERMITCH HRP UGHCAL) DRAINAGE
INSTALL SILT
FENCES AT EDGE
OF STREAM HIGH
WATER ELEVATION
INSTALL 1' EARTH BERM AT TOP
SEDIMENT TRAP OF SLOPE TO PREVENT SILTATION
Ir AND SLOPE TO SEDIMENT TRAP
SEE DWG `EC -2' FOR DETAIL
3' MIN
\ SILT ?_ ---
FENCES Ti 1.
W.L.
1' MIN
OVERBEND ��
OVERBEND
INSTALL RIP RAP NOTES:
ON BANK OF STREAM 1. FOR SILT FENCES SEE DRAWING 'EC -3'
OVER DRCH. MIN I 4' MIN SAC
WIDTH - 20' BEND 2. INSTALL RIP RAP ON CREEK BANK FROM TOP
LENGTH VARIES OF SLOPE TO BOTTOM OF SLOPE
SAG 5, 3. INSTALL EARTH BERM ALONG TOP OF SLOPE
BEND --I MIN MIN WITH GRAVEL SEEP THROUGH AT LOW
POINT (IF REQUIRED)
4. INSTALL SEDIMENT
ATTOP ( OF SLOPE IN
DITCH LNTWITH
GRAVEL SEEP THROUGH, REMOVE AFTER
GROUND COVER IS ESTABLISHED.
ELEVATION
TYPICAL STREAM CROSSING CONTROLS
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR Ys OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT N0.
4)-
09-08-16 21613 HEATH AND ASSOCIATES, INC.
AMR DATE SHEET 108 W. WARREN ST, SUITE 300
/ SHELBY, NORTH CAROLINA 28150
z /�� /% OF LICENSE NO. F-1035
r,-1 .1n rn 4
u1\PTV - -- .
;

1 12'-0"
PLAN
3' OF NO, 57 A�
TOP OF STONE ON FACE
GROUND OF SLOPE --1'-0"— -�
2
DITCH 71 -MIN
A
1' MIN
CLASS A STONE
FOR EROSION
ELEVATION CONTROL SIZE,
2' — 6'
z .\ 1' MIN ! �t
NOTE, SIZE OF SEDIMENT �— — — — — —
TRAP MAY VARY DUE TO SIZE
OF DISTURBED AREA, SEE S ECTI O -NA- A
PLANS FOR DETAILS
TYPICAL SEDIMENT TRAP
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR YS OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT N0. lEAlH
09-08-16 21613 HEATH AND ASSOCIATES, INC.
Lm
DATE SHEET 108 W. WARREN ST, SUITE 300
SHELBY, NORTH CAROLINA 28150
7
/ of LICENSE NO. F-1035
r n
U ftHYYIIVV Lv—c
1ci

V
1!0]ES 1. D ^Q AR A: umnTD TO 1/4 ACRE
SUPPORT WIRE PER 100' OF FENCE AREA IS FURTHER
RESTRICTED BY SLOPE STEEPNESS.
2. 1DSdDOtl: FENCE SHOULD BE NEARLY
LEVET. AND AT LEAST 10' FROM THE TOE
OF SLOPES TO PRMDE A BROAD.
FILTER CSHALLOW SEDIMENT POOL
FABRIC POSTS 18" �• "D OF `-'Pp. "C"' e' MA) IF
FENCE IS SUPPORTED BY WIRE, 5' MAX FOR
DEEP MIN EXTRA -STRENGTH FABRIC WITHOUT SUPPORT -
COMPACTED WIRE BACKING.
4, �tl: BOTTOM 1' OF FENCE MUST BE
SOIL BURIED 5 INCHES DEEP MIN
5. FENS) P HF3DN!; DEPTH OF IMPOUNDED
WATER SHOULD NOT EXCEED 1.5' AT ANY
POINT ALONG THE FENCE
6, SOPPORf PO5T5: 1.33 Ib/11. FL STEEL,
6" WIRE STEM POSTS sH SHOULD DEPTH VE PROD TIONS
8" MIN I'i ' `;n:. BELOW GROUND SUPPORT E
FASTENING7. (14 GA WITH
MESH) IS REOUED IRTO SUPPORT STANDARD -
STRENGTH FABRIC.
B. Fo Fo crAon nEn mcrc;
LOCATED TO LMR WATER DEPTH TO 1.5'
MEASURED AT LOWEST POINT ALONG
4„ FLOW E CUTLET ALLOWS SAFE STDR14
FLAW RETBYPASS.
CREST HEX7M S 1' MAX
WIDTH OF SPLASH PAD - 5' MIN
LENGTH OF SPLASH PAD - 5' MIN
0, FILTER
I FABRIC CONFORMING TO SPECIFICATIONS AND
F- x --ERS
14" CONTAINING W IEE O B AND S MIN AT
7D PROVIDE A LIFE OF a MONTHS MIN AT
TEMPERATURES FROM 0' TO 127F. (BURLAP
MAY BE USED FOR SNORT PERIODS, NOT
D(CEEDNG 60 DAYS)
8" MIN
11111 111 -_- _-
_I I I 11 III -III -I 11-I I __I 11=`I I �I III -III -1I
V—TRENCH —'
WITH GRAVEL
(NO. 57 STONE)
PLACE POSTS
AT LOW POINTS
_SPLASH PAD AT LOW POINT
\4/ y 4/
—5' min
TYPICAL SEDIMENT FENCES
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR Ys OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT NO.
09-08-16 21613 HEATH AND ASSOCIATES, INC.
APPRDV B DATE SHEET 108 W. WARREN ST, SUITE 300
j/j z/�f /7 SHELBY, NORTH CAROLINA 28150
DF LICENSE NO. F-1035
LIRhYY
✓ 0

6" #57 STONE FIL
I Acc "A" STnh]F
MAINTENANCE
INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
EDGES OF THE DAM. CORRECT ALL DAMAGES IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS. INSTALL
A PROTECTIVE RIP -RAP LINER IN THAT PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO THE CHANNEL VEGETATION.
HE CARRYING
SALLOW THE EDIMENT OVER DTHCHNE DAM. DD STONES TO DAMS RAIN THROUGH THEONE AS NEEDED CHECKDTO MAINTAINANDR DESIGN HEIGHT AND LARGE FLOWFCR OM SS ECT ON.
ROCK CHECK DAM DETAIL
NO SCALE
L = THE DISTANCE SUCH THAT POINTS A
AND B ARE EQUAL ELEVATION
A L B
NOTE
SPACE CHECK DAMS IN A CHANNEL SO THAT THE CREST o o o
OF DOWNSTREAM DAM IS AT ELEVATION OF THE TOE OF °d
o.. .0.
UPSTREAM DAM.
0
ROCK CHECK DAM SPACING DETAIL
NO SCALE
ROCK CHECK DAM FOR SEDIMENT CONTROL BAR DITCHES
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR Ys OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT N0. REAlH (i)
09-08-16 21613 HEATH AND ASSOCIATES, INC.
PPRO DATE SHEET 108 W. WARREN ST, SUITE 300
A
SHELBY, NORTH CAROLINA 28150
?/ /7 OF LICENSE NO. F-1035
A
U R/1YY IIVV LV ---
.S 1

OVERCUT CHANNEL AND GRADE APPROACH FOR UNRESTRICTED FLOW
DESIGN TOP WIDTH SPREAD SPOIL
AND VEGETATE;
KEEP SMOOTH
APPROACH
DESIGN DEPTH
OVERCUT CHANNEL 0.2'_
PROTECT SEEDED CHANNEL WITH TEMPORARY LINER
OR WELL—ANCHORED MULCH AS SPECIFIED IN PLAN
PLASTIC OR
_4sn JUTE NEff G \
STAPLE AT-�'�;"''?u"
i'vnrr::.
'
LEAST EVERY
THROUGH BOTH LAYERS.
PROTECT ALL CONCENTRATED INFLOW
3' SQUARE AND
POINTS ALONG CHANNEL BY INSTALLING
EVERY 1' AT EDGES
SEED BED
A TEMPORARY LINER, RIPRAP, SOD, OR
AND JOINTS
(LIME, FERTILIZE
OTHER APPROPRIATE MEASURES.
AND SEED)
VEGETATE THE CHANNEL IMMEDIATELY
AFTER GRADING. SMOOTH SLOPES
INSTALLATION OF
FACILITATE MAINTENANCE.
TEMPORARY CHANNEL
PROTECT SEEDING WITH WELL -
LINER
ANCHORED MULCH OR A TEMPORARY
APPLY A GOOD COVERAGE
OF STRAW MULCH BEFORE
ROLL OUT NETTING
R
R
LINER.
INSTALLING NETTING.
INTHE DIRECTION
NWATER FLOW.
DO NOT STRETCH
INSTALL SOD INSTEAD OF SEEDING IN
CRITICAL AREAS, PARTICULARLY WHERE
SLOPES APPROACH 5%.
JOIN ENDS OF STRIPS BY
OVERLAPPING 18 INCHES
STAPLE EACH STRIP LVLRT s r I
AROUND THE EDGES AND DOWN
AND STAPLING EVERY 1 FT
THE CENTER. OVERLAP ADJACENT
THROUGH BOTH LAYERS.
STRIPS 3 INCHES AND STAPLE.
ANCHOR UPPER END OF
EACH STRIP IN 6 -INCH
TRENCH.
GRASS -LINED CHANNELS
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR A OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
CNiE DRAWN PROJECT N0.
(I-
09-08-16 21613 HEATH AND ASSOCIATES, INC.
APPROVED DATE SHEET 108 W. WARREN ST, SUITE 300
SHELBY, NORTH CAROLINA 28150
�� /J7�i7 OF LICENSE NO. F-1035
un/AvvIIVh GV—v
SZ

4 6" 11 GA. WIRE
"U" SHAPED
STAPLES
DETAIL B
EROSION CONTROL BLANKET STAPLING DETAIL
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR Y3 OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT NO. F4P IR O�
.09-08-16 21613 HEATH AND ASSOCIATES, INC.
APPR Y DATE SHEET 108 W. WARREN ST, SUITE 300
3/ � SHELBY, NORTH CAROLINA 28150
/ OF LICENSE NO. F-1035
UKAVVIIVL3 GL,—O
S3
J
NOTE: WHERE EROSION CONTROL BLANKET IS SPECIFIED ON CONSTRUCTION DRAWINGS,
ti O
INSTALLATION IS TO BE AT LEAST 6' WIDE OF NORTH AMERICAN GREEN SC150
yC a.
STRAW/COCONUT FIBER MATTING. NO OTHER MATTING WILL BE ACCEPTED UNLESS
OPENING.
Zg /
PRE -APPROVED BEFORE BID
CO Z
6" MIN
Z U
I� til 6" MIN
NOTES:
DTH
1. IN MOST LANKET
WILL BE ALB
SHOULD END AT LEAST S XG INCHES BEYONBLANKETID
DISTURBED SOIL ON
EXTDES.
2'
2. PREPARE SOIL BEFORE INSTALLING BLANKET BY INSTALLING SEED, LIME, AND
FERTILIZER, AND ROLLING/RAKING SMOOTH BEFORE INSTALLING BLANKET.
3. BLANKET MUST BE FASTENED FLUSH AGAINST GROUND WITHOUT WRINKLES.
4. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6' DEEP X
r
O
6' WIDE TRENCH WITH APPROXIMATELY 12' OF BLANKET EXTENDED BEYOND THE
UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF
t---f-20.r
STAPLES/STAKES APPROXIMATELY 12' APART IN THE BOTTOM OF THE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND
O
O
FOLD REMAINING 12' PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL
SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
3.3r
APPROXIMATELY 12' ACROSS THE WIDTH OF THE BLANKET. SEE 'DETAIL A.'
O
O O
5. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL
BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING
STAPLES/STAKES IN APPROPRWTE LOCATIONS AS SHOWN IN THE STAPLE PATTERN
GUIDE.
O
O O
6. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE ST(LE) WITH A 4--6-
OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4' APART AND 4 ON CENTER
TO SECURE BLANKETS. SEE 'DETAIL B.'
7. STAPLES/STAKES SHOULD BE 6' OR LONGER. HEAVIER GAUGE MAY BE NEEDED FOR
3.4 STAPLES
PER SQ. YD.
COMPACTED SOIL
4 6" 11 GA. WIRE
"U" SHAPED
STAPLES
DETAIL B
EROSION CONTROL BLANKET STAPLING DETAIL
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR Y3 OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT NO. F4P IR O�
.09-08-16 21613 HEATH AND ASSOCIATES, INC.
APPR Y DATE SHEET 108 W. WARREN ST, SUITE 300
3/ � SHELBY, NORTH CAROLINA 28150
/ OF LICENSE NO. F-1035
UKAVVIIVL3 GL,—O
S3

NOTE:
STRUCTURAL STONE SHALL BE
PAID AT PRICE PER TON FOR RIP
RAP.
SEDIMENT CONTROL STONE SHALL
BE NO. 5 OR NO. 57 STONE
AND SHALL BE PAID FOR AT THE A
PRICE PER TON FOR GRAVEL
DIMENSIONS ARE MINIMUM
ACCEPTABLE UNLESS OTHERWISE
SPECIFIED BY THE ENGINEER.
PLAN
- D = CULVERT DIAMETER
A
INVERT PIPE
-� FLOW
GROUND
wlel-lIJ///
EXCAVATE 1' FOR
SEDIMENT STORAGE
TOP OF DAM AT
CENTERLINE OF DITCH SECTION A—A, DITCH DRAIN
SHOULD BE AT LEAST 1'
LOWER THAN PAVEMENT
BUT HIGHER THAN TOP
OF CULVERT D — CULVERT DIAMETER
r— STRUCTURAL STONE
FLOOD STORAGE ZONE D \—NATU
SEDIMENT STORAGE ZONE � 1, --
1/2H - H FLOW
1/2H _INVERT PIPE A I �—_
X36" PIPE MAX.
SEDIMENT CONTROL STONE- H = CULVERT DIAMETER + 6"
SECTION A—A, FIELD DRAIN
CULVERT INLET PROTECTION
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR Ys OF
CAPACITY WHICHEVER IS LESS.
GROUND
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT NO. TF-nlH
09-08-16 21613 HEATH AND ASSOCIATES, INC.
APPROVED7
DATE SHEET 108 W. WARREN ST, SUITE 300
SHELBY, NORTH CAROLINA 28150
2 3 /
OF LICENSE N0. F-1035
DRAWING EC-/

INSPECT ROCK INLET SEDIMENT TRAP FOR DAMAGE WEEKLY AND AFTER EACH RUNOFF
EVENT.
ANTICIPATE SUBMERGENCE AND DEPOSITMON OUTSIDE THE SIDNE FILTER AND EROSION
SICNFIGNT EROSOM LATERAL ION IN FRONT
INSTALL or PROTECTIVE LINER IHCORRECT ALL NERODDEDES IMMEDIATELY.
MCHANN L • IF
REMOVE SEDIMENT ACCUMULATED AROUND THE TEMP AS NEEDED TO PREVENT DAMAGE
To AT10N AND WHEN IT EXCEEDS 3" DEPTH. ALLOW TTRAPSE
, AND PREVENT LARGE FLOW FROM CARRYING SEDIMENT OYER TEE
THE
STONE, ADD STONE AS NEEDED TO MAINTAIN DESIGN HDGHT AND CROSS SECTION.
'" •7, 7;•a;'• "'. '.�•: (• •.I%, .t is •, .+'.
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PLAN VIEW
BASIN
STONE FACED
STONE FILTER
CATCH BASIN PROTECTION
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR A OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT NO. RE �IH
09-08-16 21613 HEATH AND ASSOCIATES, INC.
APPRO Y DATE SHEET 108 W. WARREN ST, SUITE 300
/� Z3// SHELBY, NORTH CAROLINA .28150
/ ! of LICENSE N0. F-1035
UKAWINLi tU-0
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ELEVATION CROSS SECTION VIEW
CATCH BASIN PROTECTION
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR A OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT NO. RE �IH
09-08-16 21613 HEATH AND ASSOCIATES, INC.
APPRO Y DATE SHEET 108 W. WARREN ST, SUITE 300
/� Z3// SHELBY, NORTH CAROLINA .28150
/ ! of LICENSE N0. F-1035
UKAWINLi tU-0
.5-s

ACCESSROADS
CONSTRUCTION ENTRANCE - ENTRY TO THE CONSTRUCTION
AREA FROM PUBLIC PAVED ROADS MUST BE STABILIZED TO
MINIMIZE EROSION, RETAIN A NEAT APPEARANCE, AND CLEAN
EQUIPMENT TIRES BEFORE ENTERING PUBLIC ROAD
GRAVEL CONSTRUCTION ENTRANCE
SEDIMENT CONTROL DEVICES
MUST BE EMPTIED WHEN
SEDIMENT ACCUMULATION HAS
REACHED 6" DEPTH OR 3`a OF
CAPACITY WHICHEVER IS LESS.
DRAWN BY SCALE
TPC NTS
DATE DRAWN PROJECT NO. FID IH I-)
09-08-16 21613 HEATH AND ASSOCIATES, INC.
PR Y DATE SHEET 108 W. WARREN ST, SUITE 300
�3/ I SHELBY, NORTH CAROLINA 28150
DF LICENSE N0. F-1035
AP
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SPECIAL CONDITIONS
EROSION CONTROL
1. GENERAL INFORMATION. Erosion and sediment control procedures
shall be included in this project. They shall include, but
are not limited to, the following sections. The Contractor
shall insure that all sedimentation features are in place
prior to construction as necessary and described in sections
3, 4, and S. Contractor shall remove these features as ground
cover is established with approval of the Owner's
representative and/or controlling authorities. All costs of
erosion control measures shall be included in the cost of
pipe per linear foot excepting pay item(s) for stone material
(gravel, rip rap) and the installation of erosion control
blanket where required by specification, site conditions
(with approval of Owner), or local authority.
Stabilization measures shall be initiated as soon as
practicable in portions of the site where construction
activities have temporarily or permanently ceased, but in no
case more than seven (7) calendar after work has ceased.
Contractor to provide silt fence and/or other control
devices, as may be required, to control soil erosion during
utility construction. All disturbed areas shall be cleaned,
graded, and stabilized with grassing immediately after the
utility installation.
The contractor must take necessary action to minimize the
tracking of mud onto the paved roadway construction areas.
The contractor shall daily remove mud/soil from pavement, as
may be required.
Contractor will construct temporary diversion berms and/or
ditches as needed during construction to protect work areas
from upslope runoff and/or to divert sediment laden water to
appropriate traps or stable outlets.
2. SEED AND MULCH. This Work includes the final preparation of
the ground, distribution of fertilizers, lime, mulch, and
seed over the entire area disturbed by construction
activities including the restoration of trenches, ditches,
ERSC- 1
5-1

and other damaged areas. Prior to commencing the soil
disturbing activities, Contractor should have sufficient
erosion control materials on site to protect at least one
disturbed acre per mile of 6" or smaller pipe installation,
or 1.5 disturbed acre per mile of larger diameter pipe.
The seed mixture shall be as specified below:
MAY 1 TO AUGUST 31
Kentucky 31 Fescue
Kobe Lespedeza
German Millet
SEPTEMBER 1 TO APRIL 30
Kentucky 31 Fescue
Sericea Lespedeza
Rye Grain
T.R / ACR F.
100
10
25
LB/ACRE
100
15
40
The following fertilizers shall be added to the soil as
needed:
Ground Agricultural Limestone (fine) 2 tons/acre
10-20-20 500 lbs/acre
Mix fertilizer with soil to a depth of 4"-6" by disking or
other approved method.
Mulch the entire area (well distributed, 80-85o coverage)
with a dry straw (preferably wheat or oat) free of noxious
weeds. Mulch shall be reasonably bright in color and shall
not be musty, moldy, caked, decayed, or dusty. All mulch must
be tacked. Tack mulch with emulsified asphalt at the rate of
0.10 gal/SY (10 gal/1000SF) or approved equal. Rye grain is
an acceptable substitute for tacking of straw at 15 lb/acre
to be seeded prior to mulch application from September 1 to
November 1. Rye grain for tacking is in addition to rye grain
included in the mix in previous seed mixture language. Jute
(or other material) netting is an acceptable substitute for
tacking of straw. Note that this netting is NOT a pay item
and is included in the cost per linear foot of pipe the same
ERSC- 2
W

as other tack.
3. RIPRAP FOR SLOPE PROTECTION. Riprap for slope protection
shall be used at all stream crossings and shall be placed on
the stream embankments where shown. Riprap for slope
protection shall be Class I weighing from 5 to 200 pounds of
which thirty (30%) percent shall weigh a minimum of 60 pounds
and no more than ten (10%) percent shall weigh less than 15
pounds each. Riprap shall be hard angular weather resistant
stone with a specific gravity of 2.5 or greater. Riprap shall
be placed at a thickness of 1.5 times the maximum stone
diameter and shall be embedded at the base of the slope in a
keyway. A filter blanket of sand and gravel six (61') inches
thick shall be placed between the riprap stones and the soil.
4. RIPRAP DITCH PROTECTION. Riprap shall be used for ditch
erosion and flow control on slopes of greater than five (5%)
percent. The riprap shall be placed as shown on the Drawing
"EC -4". This shall remain until the grass has a good root mat
and then shall be removed when directed by the Engineer and
seeded as above.
Rock check dams shall be placed as indicated on the
construction drawings. These shall be in place prior to trench
installation in any area where water will flow from disturbed
areas via the rock check dam location. Rock check dams may be
temporarily removed and replaced immediately thereafter to
facilitate pipeline installation. Riprap for rock check dams
shall be 4 to 15 -inch hard angular weather resistant stone,
and upstream face of check dam should be six inches of #57
stone as a filter.
5. SILT FENCE. Silt fences shall be placed as indicated on the
construction drawings. These shall be in place prior to trench
installation in any area where water will flow from disturbed
areas to the silt fence location. Silt fences may be
temporarily removed and replaced immediately thereafter to
facilitate pipeline installation. Silt fence shall be placed
between the top of the slope and the edge of the creek
throughout the disturbed area. The silt fence shall extend
five (51) feet into the undisturbed area to insure sediments
are trapped as desired. Silt fences shall be placed so that
the lower six (6") inches are placed below the surface of the
ERSC- 3

ground. Posts shall be driven to a depth of eighteen (18")
inches and shall be spaced at six (61) foot intervals maximum.
Sediment fence fabric must have a minimum of 85% filtering
efficiency. Tensile strength of fabric at 20% maximum
elongation is to be 30 lb/linear for standard strength fabric
and 50 lb/linear inch for high strength fabric.
After ground cover has been established and approved by the
Owner's representative, the silt fence shall be removed and
the remaining disturbed areas seeded as above.
6. TEMPORARY SEDIMENT TRAPS. Install temporary sediment traps
in bar ditches prior to stream crossings where the shoulder
of the road has been disturbed by construction activity. These
sediment traps shall be excavated to be a minimum of one (11)
foot below the lowest level of the existing ditch. They should
be two (21) feet wide and ten (10') feet long at the bottom
of the trap with 2:1 sides. At the downstream end of the trap,
a gravel filter dam shall be placed to the top of the ditch.
This gravel dam shall be a minimum of one (1') foot at its
top elevation when measured along the flow line of the ditch.
After ground cover has been established and approved by the
Owner's representative, the gravel shall be removed and the
sediment trap filled, compacted, and seeded as above.
7. MAINTENANCE OF SEDIMENT CONTROL FACILITIES. The Contractor
shall inspect the facilities periodically (minimum once per
week) and after each rain. Sediment shall be removed from
sediment traps and properly disposed of after the excavated
area has filled to its original level. Sediment, mulch and
debris shall be removed from above rip rap check dams and
properly disposed of after sediment collection exceeds one
inch. Silt fences shall be reconstructed as necessary by re -
staking or replacement as needed.
All erosion control devices shall be properly maintained
during all phases of construction until the completion of all
construction activities and all disturbed areas have been
stabilized. Additional control devices may be required during
construction in order to control erosion and/or offsite
sedimentation. All temporary control devices shall be removed
once construction is complete and the site is stabilized.
ERSC- 4
�O

8. GRASS MATTING/EROSION CONTROL BLANKETS. Grass matting or
erosion control blankets may be required to adequately
stabilize the ditches disturbed by construction of gas lines
in ditch lines of over 2% slope. Contractor should plan to
install grass matting or erosion control matting wherever the
trench is less than 4" elevation higher than the parallel
bottom of existing drainage ditch line. Should the above
procedures, including seed and mulch, not stabilize the
disturbed ditch line, the Contractor shall use a grass matting
as directed by the Owner's representative or controlling
authority. This matting shall be installed per manufacturer's
instructions and shall be of sufficient length and width to
eliminate erosion of the ditch line. A pre -seeded
manufactured netting may be used if of sufficient shear
strength for soil type, water flow, and slope. Submit product
information to the Owner's representative for approval.
Some areas of the project may be steep enough to require the
extra erosion protection offered by straw/coconut fiber
matting (North American Green SC150). In addition, any
disturbed area within 50' of a stream bed shall be protected
by straw/coconut fiber matting (North American Green SC150).
Blanket shall be installed using a minimum of three staples
per yard with the water flow and three staples per yard across
the flow. The number of square yards of North American Green
SC150 listed in the Proposal are required to fulfill the
specifications on the drawings. The Owner's representative
may require additional matting installation during the
project. Additional installation will be paid at the unit
price in the contract proposal.
Contractor is responsible for insuring that erosion control
blanket and necessary staples/stakes are on site and ready
for installation prior to soil disturbing activities.
9. CONSTRUCTION SEQUENCE. Trench filling and tamping shall keep
up with trench opening operation. Proper ground cover (seed,
straw, mulch, tack, grass matting, filter blanket and riprap)
shall be applied to trench and adjacent spoil area as soon as
possible after trench opening or other ground disturbance.
Unless shorter time frames are specified on construction
drawings, temporary or permanent ground cover must be in place
and functional (i.e., properly tacked mulch, healthy growing
ERSC- 5
LOM

vegetation, or erosion control mat properly stapled) within
7 calendar days following any ground disturbance. Provisions
for permanent ground cover must be accomplished on exposed
slopes within 7 calendar days; within 7 calendar days in
sensitive watersheds; and in remaining areas within 7
calendar days. Disturbed areas left inactive between any
phase of grading shall be temporary seeded within 5 working
days or 7 calendar days, whichever is shorter. Both temporary
and permanent seeding is to use permanent seed mixture listed
above.
ERSC- 6
�2

N
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NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
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A metadata file associated with this product is draft version 0.6.19
W
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ROAD CLASSIFICATION
■ NORTH Expressway
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QUADRANGLE LOCATION
1 Advance
1 2 3 2 Welcome
3 Midway
4 5 4 Churchland
5 Lexington Fast
6 Salisbury
6 7 8 7 Southmont
8 Grist Mountain
ADJOINING QUADRANGLES
LEXINGTON WEST, NC
2016

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ADJOINING QUADRANGLES
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35° 44'56" N
561700 562000 562300 562600
3
0
P Map Scale: 1:9,910 fi printad on B landscape (17'x 11") sheet
Mfrs
N
N 0 100 200 400 600
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Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources
a" Conservation Service
3 Soil Map—Davidson County, North Carolina 3
a (Lexington - Belmont Road)
S S
562300 563200 553500 563800 564100 564400 564700 565000 565300
3
�i
Web Soil Survey
National Cooperative Soil Survey
35° 46 2" N
I
6
35° 44' 56" N
1/30/2017 -'i
Page 1 of 3

MAP LEGEND
Area of Interest (A01)
0 Area of Interest (AOI)
Soils
Soil Map Unit Polygons
0. „O Soil Map Unit Lines
13
Soil Map Unit Points
Special Point Features
u
Blowout
N
Borrow Pit
X
Clay Spot
0
Closed Depression
r
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Q
Miscellaneous Water
0
Perennial Water
�r
Rock Outcrop
,-
Saline Spot
Sandy Spot
Water Features
Severely Eroded Spot
ty
Sinkhole
Streams and Canals
Slide or Slip
Sodic Spot
Soil Map—Davidson County, North Carolina
(Lexington - Belmont Road)
MAP INFORMATION
N USDA Natural Resources Web Soil Survey
2111111111111 Conservation Service National Cooperative Soil Survey
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
1130/2017
Page 2 of 3
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
,-
Special Line Features
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
+ns Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Major Roads
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Davidson County, North Carolina
Survey Area Data: Version 17, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Feb 11, 2011—Mar 2,
2011
N USDA Natural Resources Web Soil Survey
2111111111111 Conservation Service National Cooperative Soil Survey
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
1130/2017
Page 2 of 3

Soil Map—Davidson County, North Carolina
Map Unit Legend
Lexington - Belmont Road
Davidson County, North Carolina (NC057)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
ChA
Chewacla loam, 0 to 2 percent
0.8
8.9%
slopes, frequently flooded
DdB
Davidson loam, 2 to 8 percent
4.6
51.3%
slopes
MeD
Mecklenburg loam, 8 to 15
0.2
1.9%
percent slopes
MkB2
Mecklenburg clay loam, 2 to 8
2.4
26.9%
percent slopes, moderately
eroded
PaB
Pacolet sandy loam, 2 to 8
0.5
5.9%
percent slopes
PaE
Pacolet sandy loam, 15 to 25
0.5
5.1%
percent slopes
Totals for Area of Interest
8.9
100.0%
USDA Natural Resources
Wig& Conservation Service
Web Soil Survey
National Cooperative Soil Survey
1/30/2017
Page 3 of 3
-+3

S
35° 45 32" N
35° 44 39" N
55940D 559600 559800 560DOO
3
oMap Scale: 1:7,870 if printed on B landscape (17'x 11") sheet
Meters
N
0 100 200 400Feet
�0
0 350 700 1400 2100
A
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources
am Conservation Service
Soil Map—Davidson County, North Carolina
(Lexington - Belmont Road)
3
e
S
35° 45 32" N
8
g
35° 44139" N
562200
3
a
S
1/30/2017 -'LA
Page 1 of 3
5C37200 560400 5608DO 56DBD0 561000 561200 561400 561600 561800 562000
Web Soil Survey
National Cooperative Soil Survey

MAP LEGEND
Area of Interest (AOI)
0 Area of Interest (AOI)
Soils
0 Soil Map Unit Polygons
rye Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
uo
Blowout
Ig
Borrow Pit
Clay Spot
Very Stony Spot
Closed Depression
Warning: Soil Map may not be valid at this scale.
Gravel Pit
„
Gravelly Spot
Enlargement of maps beyond the scale of mapping can cause
Landfill
JL
Lava Flow
misunderstanding of the detail of mapping and accuracy of soil
Marsh or swamp
Other
Mine or Quarry
line placement. The maps do not show the small areas of
Miscellaneous Water
Special Line Features
Perennial Water
r
Rock Outcrop
.,¢.
Saline Spot
scale.
Sandy Spot
Severely Eroded Spot
r .
Sinkhole
Please rely on the bar scale on each map sheet for map
Slide or Slip
Sodic Spot
Soil Map—Davidson County, North Carolina
(Lexington - Belmont Road)
MAP INFORMATION
-0
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
1/3012017
Page 2 of 3
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
s
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
.�
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
r .
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
+.+4
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
,y
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Davidson County, North Carolina
Survey Area Data: Version 17, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Feb 11, 2011—Mar 2,
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
-0
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
1/3012017
Page 2 of 3

Soil Map—Davidson County, North Carolina
Map Unit Legend
Lexington - Belmont Road
Davidson County, North Carolina (NC057)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
ArA
Armenia loam, 0 to 2 percent
1.4
10.7%
slopes, frequently flooded
ChA
Chewacla loam, 0 to 2 percent
0.4
3.3%
slopes, frequently flooded
DdB
Davidson loam, 2 to 8 percent
1.7
13.0%
slopes
IrB
Iredell loam, 1 to 6 percent
6.0
46.0%
slopes
MeB
Mecklenburg loam, 2 to 8
0.9
7.2%
percent slopes
MkB2
Mecklenburg clay loam, 2 to 8
2.6
19.8%
percent slopes, moderately
eroded
Totals for Area of Interest
13.0
100.0%
USD,q Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
1/30/2017
Page 3 of 3
-+b

YADKIN RIVER BASIN
Name of Stream
Subbasin
Stream Index Number
Map Number
Class
Mountain Creek
YAD08
13-5-(0.3)
F18NW5
C
Mountain Creek
YAD08
13-5-(0.7)
F18NW9
WS -IV
Mountain Creek
YAD08
13-5-(2)
F18SE1
WS-IV;CA
Mountain Creek
YAD10
13-28-(0.5)
G19SE4
WS -IV
Mountain Creek
YAD10
13-28-(4)
G19SE5
WS-IV;CA
Mountain Springs Branch
YAD14
13-17-40-4-1
H17NW7
WS -V
Muddy Branch
YAD01
12-10-2
C12SE4
C;Tr
Muddy Branch
YAD01
12-46-4-12-1
B14SE9
C
Muddy Branch
YAD15
13-25-27-4
F19SE5
C
Muddy Creek
YAD12
13-17-16
G16NE3
C
Muddy Creek
YAD15
13-25-26
F19SW6
C
Muddy Creek
YAD04
12-94-(0.5)
1317SE8
C
Muddy Creek
YAD12
12-94-(0.5)
B17SE8
C
Muddy Creek
YAD15
12-94-(0.5)
I317SE8
C
Muddy Creek
YAD04
12-94-(16)
D17NE4
WS -IV
Muddy Fork
YAD02
12-62-10-1
B15NE8
C;Tr,ORW
Mulberry Creek
YAD01
1242
B14SW1
C
Murphys Pond and Lees Pond
YAD16
13-39-12-11-4
H2ONW4
C
Murray Branch
YAD14
13-17-32
G18NW1
C
Myers Pond
YAD04
12-94-12-5
C18SW5
C
Naked Creek
YAD01
12-31-3-(0.5)
C13NE7
C
Naked Creek
YAD01
12-31-3-(2)
C13NE7
WS -IV
Naked Creek
YAD10
13-29-(1)
G19SE7
WS -IV
Naked Creek
YAD10
13-29-(2)
G19SE7
WS-IV;CA
Naked Run
YAD03
12-72-9-2
A16SW4
WS-IV;Tr
Nanny Branch
YAD09
13-2-10-1
E18SE6
C
Narrows Branch
YAD09
13-2-14
E18SE9
C
Neils Branch
YAD10
13-28-1-3
G19NE8
C
Nelson Branch
YAD14
13-17-36-8-3
H17NW1
C
Nelson Creek
YAD05
12-102-15-1
D16NE8
C
Nichols Run
YAD15
13-25-15-4
F19NE1
C
No Creek
YAD05
12-102-17
017NW7
C
Noel Branch
YAD01
12-46-1-4-1
B14SW2
C;Tr
Noland Creek
YAD05
12-102-12
D16NE6
C
Norkett Branch
YAD14
13-17-40-8
H17SE1
WS -V
North Branch (Prong) Grants Creek
YAD04
12-110-2-(2)
E16SW3
C
North Branch (Prong) Grants Creek (Lake Wright)
YAD04
12-110-2-(1)
E16SE1
WS-II;HQW,CA
North Deep Creek
YAD02
12-84-1-(0.5)
C15NE6
C
North Deep Creek
YAD02
12-84-1-(4)
C16SE2
WS -IV
North Fork Crooked Creek
YAD12
13-17-20-1
G16SW3
C
North Fork Jones Creek
YAD17
13-42-1-(0.1)
H18NW9
WS-II;HQW
North Fork Jones Creek
YAD17
1342-1-(0.5)
1-118NE5
C
North Fork Jones Creek (City Pond)
YAD17
13-42-1-(0.3)
1-118NE4
WS-II;HQW,CA
North Fork Laurel Creek
YAD01
12-24-8-1
C12NE5
C;Tr,ORW
North Fork Reddies River
YAD01
12-40-4
1313SE3
WS-II;Tr,HQW
North Fork Smith Creek
YAD10
13-33-1
G19SW8
WS -IV
North Hamby Creek
YAD07
12-119-7-4-1
D18NE8
C
North Little Hunting Creek
YAD06
12-108-16-6
C15NW8
WS -III
XON
Wffl,
Big".
0
North Prong Buffalo Creek
YAD10
13-18-1-1
G18NW9
C
North Prong Clarke Creek
YAD11
13-17-4-1
F15NE5
C
North Prong Hannahs Creek
YAD09
13-2-9-1
E19SW2
C
North Prong Lewis Fork
YAD01
12-31-1-(1)
B13SW9
C;Tr
North Prong Lewis Fork
YAD01
12-31-1-(4)
C13NE1
C
Page 17 of
27
2016/03/03 9:31:18

YADKIN RIVER BASIN
Name of Stream
Subbasin
Stream Index Number
Map Number
Class
Sparks Creek
YAD01
1246-4-10-1
B15NW7
C
Spears Branch
YAD14
13-17-34
G18NW4
C
Speas Lake
YAD04
12-94-3
C17NE2
C
Speeds Creek
YAD16
13-40-3
H19SE2
C
Spencer Branch (Blake Creek)
YAD15
13-25-20-13
F19SW3
C
Spencer Creek
YAD09
13-2-19-(0.3)
F19NW4
C
Spencer Creek
YAD09
13-2-19-(0.7)
F19NW4
WS -IV
Spiker Creek
YAD02
12-84-2-6-1-(1)
C16SW3
C
Spiker Creek
YAD02
12-84-2-6-1-(2)
C16SE1
WS -IV
Spring Branch
YAD14
13-17-36-11-1
H17NW2
C
Spring Branch
YAD08
12-135-1
E18SE8
WSW
Spurgeon Creek
YAD07
12-119-3
C18SE7
WS -III
Stanley Branch
YAD01
1240-2-1-1
B13SE1
WS-II;Tr,HQW
Steelman Creek
YAD05
12-102-3
C16SW6
C
Steely Branch
YAD16
13-39-11
H19NE3
C
Stegall Branch
YAD14
13-17-36-17
G17NE7
C
Stevens Creek
YAD12
13-17-18-1
G16NW9
C
Stewart Creek
YAD01
1246-5
B14SE9
B
Stewart Fork
YAD02
12-62-2
B15NW4
B;Tr,ORW
Stewarts Creek
YAD14
13-17-36-9-(1)
G16SE7
WS -III
Stewarts Creek
YAD14
13-17-36-9-(6)
G17SW7
C
Stewarts Creek
YA003
12-72-9-(1)
A15SE6
WS-IV;Tr
Stewarts Creek
YAD03
12-72-9-(4)
A16SW7
WS -IV
Stewarts Creek
YAD03
12-72-9-(7.5)
B16NW3
WS-IV;CA
Stewarts Creek
YAD03
12-72-9-(8)
B16NW3
C
Stewarts Creek [Lake Twitty (Lake Stewart)]
YAD14
13-17-36-9-(4.5)
G17SW7
WS-III;CA
Still Branch
YAD15
13-25-20-5
F19NW6
C;HQW
Stillhouse Branch
YAD14
13-17-33
G18NW4
C
Stillhouse Branch
YAD17
1347-2-5-1
H18SW5
C
Stone Mountain Branch
YAD01
12-19-10-1
C12SE5
C;Tr
Stone Mountain Creek
YAD01
1246-4-3
B14NE8
C;Tr
Stoney Creek
YAD03
12-72-12
B16NE5
C
Stony Creek
YAD11
13-17-5-5
F15SE3
C
Stony Creek (Goins Creek)
YAD03
12-72-9-3
A16SW4
WS -IV
Stony Fork
YAD01
12-26-(1)
C13NW1
C;Tr
Stony Fork
YAD01
12-26-(7)
C13NW9
C
Stony Fork
YAD10
13-16-3
F18SE9
C
Stony Run
YAD13
13-17-31-5-5
F17SE7
C
Strutton Creek
YAD01
12-13
C12SE7
C;Tr
Stumplick Branch
YAD14
13-17-36-9-4
G16SE6
WS -III
Suck Branch
YAD15
13-25-20-11
F19SW3
C
Sugar Creek
YAD05
12-102-13-3-(2)
D16NE3
C
Sugar Creek, including proposed reservoir
YAD05
12-102-13-3-(1)
C17SW7
B
Sugarloaf Creek
YAD08
134
F18SE2
WS-IV;CA
Suggs Creek
YAD15
13-25-12
F19NE2
C
Susies Creek
YAD15
13-25-34
G19NE1
C
Swaim Creek
YAD04
12-94-13-1
C18SW6
C
Swan Creek
YAD01
12-51
C15NW3
WS -IV
Swan Creek
YAD04
12-106-2
D17SW8
WS -IV
Swans Branch
YAD10
13-20-6
H18NW1
C
Piga
V401
OVIO,
0108
1
Swift Ford Branch
YAD01
12-24-9
C12NE9
C;Tr,ORW
Talbotts Branch
YAD09
13-2-5-1
E19NW9
C
Tanyard Branch
YAD10
13-20-10-1
H18NW3
C
D
Page 23 of
27
2016/03/03 9:31:18

4
J
Legend
Monitoring Stations
Fish
© Ambient
El Benthos
NPDES Non Discharge Permits
• Major
A Minor
NPDES Discharger Permits
4 Major
Minor
Aquatic Life Rating
Impaired
No Data
Not Rated
Supporting
�i Primary Roads
Municipality Boundary
County Boundary
O8 -Digit HUC Boundary
Yadkin - Pee Dee River Basin
Yadkin River Watershed
8 -Digit HUC 03040103
0 3 6 12
MAes
DWQ Planning Section
Bas"de Planning Unit
July, 2008

U.S. Fish & Wildlife Service
Endangered Species, Threatened Species,Federal Species of Concern,
and Candidate Species,
Davidson County, North Carolina
Updated: 7-24-2015
Common Name Scientific name Federal Record Status
Status
Vertebrate:
Bald eagle
Haliaeetus leucocephalus
BGPA
Current
Carolina darter
Etheostoma collis collis
TSC
Current
Eastern small -footed bat
Myotis leibii
FSC
Current
Northern long-eared bat
Myotis septentrionalis
T
Current
Invertebrate:
Vascular Plant:
Georgia aster
Symphyotrichum georgianum
C
Current
Prairie birdsfoot-trefoil
Lotus unifoliolatus var. helleri
FSC
Current
Schweinitz's sunflower
Helianthus schweinitzii
E
Current
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E = endangered. A taxon in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to
support listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered Species
Act. In North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service)
define Federal Species of Concern as those species that appear to be in decline or otherwise in need of
conservation and are under consideration for listing or for which there is insufficient information to support
listing at this time.Subsumed under the term "FSC" are all species petitioned by outside parties and other
selected focal species identified in Service strategic plans, State Wildlife Action Plans, or Natural Heritage
Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance

with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land,
for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA):
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007.
After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the
primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit http://www.fws.gov/migratorybirds/baldeagle.htm
Threatened due to similarity of appearance(T(S/A)l:
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part of
the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.
RE

NC Natural Heritage Program Online Data Search: Davidson County Species Search Results
TAXONOMIC GROUP
SCIENTIFIC NAME
COMMON NAME
STATE STATUS FEDERAL STATUS
STATE RANK
GLOBAL RANK
Vascular Plant
Acmispon helleri
Carolina I irdfoot-trefoll
SC -V
S3
G5T3
Amphibian
Ambystoma talpoideum
Mole Salamander
SC
S2S3
G5
Bird
Ammodramussavannamm
Grasshopper Sparrow
WI,WS
53B,S1N
GS
Vascular Plant
Amorpha schwerinil
Piedmont Indigo -bush
WI
S3
G364
Vascular Plant
Asclepias purpurascens
Purple Milkweed
SR -T
Si?
G57
Vascular Plant
Asplenium montanum
Mountain Spleenwort
W6
54
GS
Vascular Plant
Baptisia alba
Thick -pod White Wild Indigo
T
S2
G5
Natural Community
Basic Meslc Forest (Piedmont Subtype)
Greensboro area to the Uwhardes
5354
G3G4
Vascular Plant
Berchemla scandens
Supple -jack
W6
SS
G5
Vascular Plant
Calycanthus flondus var. floridus
Eastern Sweetshrub
W7
S2?
G5T4
Crustacean
Cambarus catagius
Greensboro Burrowing Crayfish
SC
51
G2
Vascular Plant
Cardamine dlssecta
Dissected Toothwort
SC -V
52
G4?
Freshwater Fish
Carpiodes cyprinus
Quillback
SR
S2
G5
Freshwater Fish
Carpiodes sp. cf. cypfinus
Carolina Quillback
SR
S2
GNR
Vascular Plant
Chasmanthium sessiliflorum var. sessiliflorum
Longleaf Spikegrass
WS
5253
G575
Vascular Plant
Corallorhiza odontorhiza
Autumn Coral -root
WS
S4?
GS
Vascular Plant
Crataegus spathulata
Littlehip Hawthorn
WS
5152
GS
Reptile
Crotalus horridus
Timber Rattlesnake
SC
53
G4
Freshwater Fish
Cyprinella labmsa
Thicklip Chub
W5
53
G4
Natural Community
Dry Basic Oak—Hickory Forest
5253
G2G3
Natural Community
Dry Oak—Hickory Forest (Piedmont Subtype)
S4
G4G5
Dry-Mesic Basic Oak—Hickory Forest (Piedmont
Natural Community
Subtype)
53
G3G4
Natural Community
Dry -Merit Oak—Hlckory Forest (Piedmont Subtype)
54
G4G5
Freshwater Bivalve
Elliptio congamea
Carolina Slabshell
W2,W5
53
G3
Freshwater Fish
Etheostoma collis
Carolina Darter
5C FSC
S3
63
Vascular Plant
Eupatorium altissimum
Tall Boneset
W1
S2
G5
HABITAT COMMENT
COUNTY
COUNTY—STATUS
open woods over clay soils, roadsides
Davidson
Current
breeds in fish -free semipermanent
woodland ponds; forages In adjacent
woodlands
Davidson
Current
pastures and other grasslands [breeding
season only]
Davidson
Current
dry forests
Davidson
Current
amps, bottomlands, edges of moist
woods
Davidson
Current
acidic rocks
Davidson
Historical
open woodlands, clearings
Davidson
Current
Davidson
Current
moist sandy woods, swamp forests and
stream banks
Davidson
Current
mesic to dry forests
Davidson
Current
Cape Fear and Yadkin—Pee Dee drainages;
Greensboro area to the Uwhardes
(endemic to North Carolina)
Davidson
Current
rich woods, cove forests, bottomlands
Davidson
Current
French Broad drainage
Davidson
Current
Yadkin -Pee Dee, Catawba, Broad, and
Roanoke drainages
Davidson
Current
hardwood forests
Davidson
Current
forests
Davidson
Historical
bottomlands
Davidson
Current
wetland forests in the Coastal Plain;
rocky, upland forests elsewhere [NHP
tracking only den/hibernacula sites and
selected isolated populations)
Davidson
Current
Yadkin, Catawba, and Broad drainages
Davidson
Current
Davidson
Current
Davidson
Current
Davidson
Current
Davidson Current
drainages north to the White Oak
drainage Davidson Current
Roanoke, Tar, Neuse, Cape Fear, Yadkin—
Pee Dee, and Catawba drainages Davidson Current
woodlands, openings, and old fields over
mafic rocks Davidson Historical

NC Natural Heritage Program Online Data Search: Davidson County Species Search Results
TAXONOMIC GROUP
SCIENTIFIC NAME
COMMON NAME
STATE STATUS
FEDERAL STATUS
STATE_RANK
GLOBAL RANK
HABITAT COMMENT
COUNTY
COUNTY—STATUS
forests and open woods, mainly over
Vascular Plant
Gillenla stipulate
Indian Physic
T
S2
GS
maFlc rocks
Davidson
Current
large or medium rivers with silty or sandy
Dragonfly or Damselfly
Gomphus hybrldus
Cocoa❑ubtail
W3
S3
G4
bottoms
Davidson
Current
mature forests near large bodies of water
(nesting); rivers, lakes, and sounds
Bird
Hallaeetus leucocephalus
Bald Eagle
T
BGPA
S38,S3N
GS
(foraging) [breeding evidence only)
Davidson
Current
Vascular Plant
Helenium brevifolium
Uttleleaf Snaeteweed
E
51
G4
bogs, seeps, riverbanks, other wet sites
Davidson
Historical
Vascular Plant
Helianthus laevigatus
Smooth Sunflower
SC -V
S3
G4
shaly open woods and roadsides
Davidson
Current
open woods, roadsides, and other rights -
Vascular Plant
Hellanthus schweinittii
Schweiniu's Sunflower
E
E
S3
G3
of -way
Davidson
Current
Vascular Plant
Heteranthera reniformis
Kidneyleaf Mud -plantain
W7
S2?
GS
muddy shores, bars, pools
Davidson
Historical
Vascular Plant
Heuchera caroliniana
Carolina Alumroot
W7
S3
G3
rich, rocky woods
Davidson
Historical
Vascular Plant
Hexalectris splcata
Crested Coralroot
SR -P
S2
G5
dry or mesic woods on basic soils
Davidson
Historical
Vascular Plant
Hypericum tubulosum
Marsh St. John's -wort
W7
S2?
G4?
wet sites, pools
Davidson
Current
French Broad drainage [reservoir
populations in Atlantic Slope are not
Freshwater Fish
Ictlobus bubalus
Smallmouth Buffalo
SR
SI
G5
tracked]
Davidson
Obscure
Chowan, Roanoke, Tar, Neuse, Cape Fear,
Freshwater Bivalve
Lampsilis radiata
Eastern Lampmussel
T
S3
G5
Yadkin—Pee Dee drainages
Davidson
Current
Bird
Lanius ludovicianus
Loggerhead Shrike
SC, W2
53B S3N
G4
fields and pastures [breeding season only)
Davidson
Current
Natural Community
Low Elevation Seep (Floodplain Subtype)
S2
G4
Davidson
Current
thin woodlands over maflc or calcareous
Vascular Plant
Matelea decipiens
Glade Milkvine
SR -P
S3
G5
rocks
Davidson
Historical
Natural Community
Mesic Mixed Hardwood Forest (Piedmont Subtype)
S4
G3G4
Davidson
Current
Natural Community
Mixed Moisture Hardpan Forest
S2
G2?
Davidson
Current
Pee Dee River; formerly in tributaries Of
Freshwater Fish
Moxostoma robustum
Robust Redhorse
E
FSC
51
G3
this river
Davidson
Historical
roosts in hollow trees and buildings
(warmer months), in raves and mines
Mammal
Myotis septentrionalis
Northern Long-eared Bat
SR
T -4(d)
52
G1G2
(winter); mainly in the mountains
Davidson
Current
Dragonfly or Damselfly
Ophiogomphus incurvatus
Appalachian Snaketail
W2
FSC
S3
G3
small to medium streams
Davidson
Current
Vascular Plant
Panax quinquefolius
Ginseng
WS
S3S4
G3G4
cove forests, other rich forests
Davidson
Historical
roosts in dumps of leaves (mainly in
summer), caves, rock crevices, and other
Mammal
Perimyotis subflavus
Tricolored Bat
SR
53
G2G3
dark and sheltered places
Davidson
Current
Natural Community
Piedmont Alluvial Forest
S4
G4
Davidson
Current
Natural Community
Piedmont Basic Glade (Typic Subtype)
S2
G2
Davidson
Current
Natural Community
Piedmont Bottomland Forest (Typic Low Subtype)
S2
G2?
Davidson
Current
Natural Community
Piedmont Cliff (Acidic Subtype)
52
G2?
Davidson
Current
M
W

NC Natural Heritage Program Online Data Search: Davidson County Species Search Results
TAXONOMIC GROUP
SCIENTIFIC—NAME
COMMON NAME
STATE_STATUS FEDERAL STATUS
STATE—RANK
GLOBAL RANK
HABITAT COMMENT
COUNTY
COUNTY STATUS
Natural Community
Piedmont Levee Forest (Typic Subtype)
S354
G3G4
Davidson
Current
Natural Community
Piedmont Monadnock Forest (Typic Subtype)
S3
G3G4
Davidson
Current
Pledmont/Mountaln Semipermanent
Natural Community
Impoundment (Open Water Subtype)
S4
G4G5
Davidson
Current
Piedmont/Mountain Semipermanent
Natural Community
Impoundment (Shrub Subtype)
54
64
Davidson
Current
beds of small, slate -bottomed, perennial
Vascular Plant
Plantago Cordata
Heart -leaf Plantain
E
51
G4
streams
Davidson
Current
maflc cliffs, dry coniferous woodlands,
and associated nutrient -rich alluvial
Vascular Plant
Primula meadia
Shooting -star
T
52S3
GS
forests
Davidson
Historical
dry woodlands, openings, and glades,
Vascular Plant
Pseudognaphalium helled
Heller's Rabbit -Tobacco
SR -P
53
G4G5T3T4
especially over maflc rocks
Davidson
Current
Vascular Plant
Pyrola americana
American Shinleaf
WS
5253
G5
forests
Davidson
Current
Vascular Plant
Quercus palustris
Pin Oak
W3
S2
GS
swamps
Davidson
Historical
rocky slopes, ridges and balds, usually
Vascular Plant
Rhododendron catawbiense
Catawba Rhododendron
W6
55
GS
over 3000 ft.
Davidson
Historical
Natural Community
Rocky Bar and Shore (Water Willow Subtype)
S4
G4G5
Davidson
Current
glades and woodlands, mostly over maflc
Vascular Plant
Ruellla purshiana
Pursh's Wild -petunia
SC -V
52
G3
or calcareous rocks
Davidson
Current
open forests, mainly longleaf pine/scrub
Mammal
Sciurus niger
Eastern Fox Squirrel
W2
53
G5
oak
Davidson
Current
Moss
Scopelophila cataractae
Agoyan Cataract Moss
SR -D
51
G3
copper -rich soils
Davidson
Current
moist soils of savannas, marshes,
seasonally flooded sinkhole ponds,
Vascular Plant
Stachys hyssopifolia var. hyssopifolia
Hyssopleaf Hedge -nettle
W7
S2
GST4T5
roadside ditches, utility easements
Davidson
Historical
Roanoke, Tar, Neuse, Cape Fear, Yadkin—
Pee Dee, Catawba, Broad, and French
Freshwater Bivalve
Strophitus undulatus
Creeper
T
S3
GS
Broad drainages
Davidson
Historical
open woods, roadsides, and other rights -
Vascular Plant
Symphyoulchum georgianum
Georgia Aster
T C
S3
G3
of.way
Davidson
Current
Vascular Plant
Symplocarpus foetidus
Skunk Cabbage
W6
S3
GS
bogs
Davidson
Historical
Vascular Plant
Tilla americana var. americana
American Basswood
W7
Si?
G5T5
rich cove forests
Davidson
Historical
Natural Community
Upland Depression Swamp Forest
5253
G2G3
Davidson
Current
Roanoke, Tar, Neuse, Yadkin—Pee Dee,
Freshwater Bivalve
Villosa conslricta
Notched Rainbow
SC FSC
53
G3
and Catawba drainages
Davidson
Historical
Cape Fear, Lumber, Yadkin—Pee Dee, and
Freshwater Bivalve
Villosa delumbis
Eastern Creekshell
SR
S4
G4
Catawba drainages
Davidson
Historical
Vascular Plant
Viola tripartita
Three -Darted Violet
W7
S27
GS
forests associated with basic solls
Davidson
Historical
Animal Assemblage
Waterbird Colony
S3
GNR
Davidson
Current
Moss
Weissia muehlenbergiana
A Moss
W7
S27
G5
soil among grasses, roadsides
Davidson
Historical
calcareous rock, cedar -oak bluffs, cedar
Moss
Welssia sharpli
A Moss
SR -0
S37
G3
barrens
Davidson
Current

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
March 30, 2017
Mr. Aaron Moses
Heath and Associates, Inc.
108 W. Warren Street, Suite 300
Shelby, North Carolina 28150
Subject: Listed Species Assessment, City of Lexington's Proposed Natural Gas System
Improvement Project, located along Belmont Road, in Lexington, Davidson County,
North Carolina (Project No. 21613)
Dear Mr. Moses:
On March 27, 2017, we received a letter from you (via e-mail) requesting our comments about
the subject project. We have reviewed the information you presented and are providing the
following comments in accordance with the provisions of the Fish and Wildlife Coordination
Act, as amended (16 U.S.C. 661-667e), and section 7 of the Endangered Species Act of 1973, as
amended (16 U.S.C. 1531-1543) (Act).
According to the information that you presented, the City of Lexington is proposing to install a
natural gas pipeline along Belomont Road. A majority of the pipeline construction will occur in
existing road right-of-way. It appears that the pipeline construction will require several stream
crossings. However, your letter did not include specific details regarding aquatic impacts
associated with the project.
Endangered Species. According to our records and a review of the information you provided,
no federally listed endangered or threatened species or their habitats occur in the project area.
Therefore, we believe the requirements under section 7 of the Act are fulfilled. However,
obligations under section 7 of the Act must be reconsidered if: (1) new information reveals
impacts of this identified action that may affect listed species or critical habitat in a manner not
previously considered, (2) this action is subsequently modified in a manner that was not
considered in this review, or (3) a new species is listed or critical habitat is determined that may
be affected by the identified action.
Wetland/Stream Protection and Erosion Control - We are concerned with the
stream -crossings that are being proposed for this project. We assume, because a Section 404
SS-

permit is required, that your client is proposing an open-cut/trench method for the stream
crossings. From our past experiences with similar projects, we believe this technique increases
the likelihood of future lateral movement of the stream (which could undercut or erode around
the gas pipeline), and the correction of these problems could result in additional future
maintenance and impacts to the stream. Just this year, we have reviewed several projects where
natural gas companies are conducting (and financing) stream -bank stabilization activities
because of past pipeline projects where open-cut/trenching was used for stream crossings.
Therefore, we recommend the use of directional boring under the stream to prevent stream
impacts, and we recommend that vegetated riparian buffers (a minimum of 100 feet wide on
perennial streams and 50 feet wide on intermittent streams) be restored and preserved.
Directional boring under streams significantly minimizes impacts to aquatic resources, and
forested riparian buffers serve as filters for contaminants, lessen storm -water velocities, provide
thermal cover, and protect stream -bank stability. If this method cannot be used and trenching is
determined to be the only viable option, we recommend the development of a stream -bank
monitoring and maintenance program that would allow for the prompt stabilization of stream
banks near the pipeline crossing (should any stream -bank erosion or destabilization occur)
throughout the life of this project.
We strongly recommend that stringent measures to control erosion be implemented prior to any
ground disturbance and that these measures be maintained throughout project construction. Any
disturbed areas should be reseeded with seed mixtures that are beneficial to wildlife.
Fescue -based mixtures should be avoided. Native annual small grains appropriate for the season
are preferred and recommended. Biodegradable erosion -control matting should be used in
conjunction with appropriate seeding on disturbed soils in steep slope and riparian areas.
Matting should be secured in place with staples, stakes, or live stakes of native trees (whenever
possible). The vegetation should be monitored, and subsequent plantings should be installed
when needed. Fertilizers and pesticides should not be used near streams.
We appreciate the opportunity to provide these comments. If we can be of assistance or if you
have any questions, please do not hesitate to contact Mr. Bryan Tompkins of our staff at
828/258-3939, Ext. 240. In any future correspondence concerning this project, please reference
our Log Number 4-2-17-272.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
0

EFH Data Notice: Essential Fish Habitat (EFH) is defined by textual descriptions contained in the fishery
management plans developed by the regional Fishery Management Councils. In most cases mapping data can
not fully represent the complexity of the habitats that make up EFH. This report should be used for general
interest queries only and should not be interpreted as a definitive evaluation of EFH at this location. A
location -specific evaluation of EFH for any official purposes must be performed by a regional expert. Please
refer to the following links for the appropriate regional resources.
Query Results
Map Scale = 1:72,224
Degrees, Minutes, Seconds: Latitude = 35044'57" N, Longitude = 81040'13" W
Decimal Degrees: Latitude = 35.75, Longitude = -80.33
The query location intersects with spatial data representing EFH and/or HAPCs for the following
species/management units.
EFH
No Essential Fish Habitats (EFH) were identified at the report location.
HAPCs
No Habitat Areas of Particular Concern (HAPC) were identified at the report location.
EFH Areas Protected from Fishing
No EFH Areas Protected from Fishing (EFHA) were identified at the report location.

NOAA Habitat Conservation Map — EFH Quern Results Location
L::,,, :;
[I;
W
$8

Beallmont 1984 - Early 19th C. Farmhouse (DV0007)
March 24, 2017 1:12,037
NR Points
0 NR Individual Listing
• NR Listing, Gone
�t NRHD Center Point
NR Boundaries
nNational Register Boundary
0 0.1 0.2 0.4 mi
0 0.15 0.3 0.6 km
Source: Esri, DigialGlobe, GeoEye, Eartstar Geographics, CNES/Airbus
DS, USDA, USGS, AeroGRID, IGN, andthe GIS User Community
M.

J.R. Raper House (DV0508)
March 24, 2017 1:6,019
NR Points
• NR Individual Listing
• NR Listing, Gone
NRHD Center Point
NR Boundaries
F] National Register Boundary
0 1 0.05 0.1 0.0..2 mi
rT1 I T! I I ISI I
0 0.075 0.15 0.3 km
Source: Esri, DigkalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus
DS, USDA, USGS, AeroGND, IGN, and the GIS User Community
M

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
yAD - _ r, --
------------
CA—LI %I ETANLY ' `��� ° IgNTOOMEIIY
DATUM INFORMATION
The welacken Used h M prapeem m a Rao rap was M Nath Grin State
Pea (FIPSZONE 3200). TM NerkoaAl 0Nf was M a1Nam AR,— D— a
1953, GRS80 ,flip". Dgemobas h ,
... e.P.w. broad- a Uniwb a,[
Tranam" Mee— Zonis Used h M production of FIRMS het alta -a
jaladi es y m—,A In .Ned pesiliaW tlY—A. h rap hehaea quos
delp
jensel omndecka. Thea lerances de not Med M aaoaacy Of Nie
FIRM. All eeoed e. m Yrs rap are In U . 6urvy F.N, when
1 U.S. Sw Fed =12043937 Mears.
Flood xavatbm m Nie map r. rNxencad b M Nonh Nnr Ventral
Datan d 1956 (NAW 68). These MM *%— be —eprM b stm—,
ertd gm" We-ian nfte—d to M.... e,wcAl dean. M wbap MSN
—an NAVD 88 erM me N.—A! Ga—ic WoIeAl ON= of 1929 (NOVO 29)
as been exeNad la — NOM C=1 —Y, This oINN wee Ean At
to M NOVO 29 food elevations that ver, not —lead Aaing M aAabe of Ysk
Pat— I. , FIRM. The onsxs fa,eche aunty shown on Nis FIRM pathI an
stew in the vernal detan elf- table b l— Vdr, • uenty b—day ae d A
Gooding sauna vent —ised NOVO 29 flood ,NvxwN re c I,IaM ae
hdivitlual Msat has dew akulatM and PPW duMg M denim a Nu
NNewide farm,! FIRM. in S-im 6.1 of M acmmP@e wQ Flood kaarma
Study raped M obNh cdMr W—ion on M --ion
ion a al,vetims
be— NAVD ES sntl NOW 29. To WW, oa—1 eho,m . description, rfdW
I—boo ef—on br bench Neth shown m Me W. phase Mad M
Nan Carolina GeodNic 6av,y M M ,dtlras Shawn bal You my Alan
mrwact M hlomxbn 5aviaa Beaod a M NefiI Ge lour llk , Al (361)
71"uz e, vial its webade At IYtD:I/wnaw.am
NMh Caroline Geodetic Survey Cour Avra VMkN Oa — DRS.1 Table
121 Mo Jmes Eheet
RAkfyR NC 27WI Dom— a.a
(919) ]330530
Mlollwww nma.Nxe mus
Eama.. awW a.rgsOA. N].
NI streets Ysed in M Real Name! Gan Tel kxow wine rMkd by detailed
memods using Geld —Y DYr Need hao d d,N shown m Yti. rap Nay
lava beet drive! skq esha • cofsNl antiysk a knRad aNaited Rie,ite
.a,, Mea ele"o"' m M t p Roosegs Nudkd by Ease analyses k
mreaYNd h M Flood Mean, Study aper
FLOOD HAZARD DATA TABLE rkMwyv--1
tNunP, Lkbme From
M Cr✓ a s
dnd.Y
Goss Se— Reed (roarer) it o.clvr.nt B—da,
EaYm 3aa'n' Detherwldq Y1eNr-Swat, Mva.d1 o...kr Ooare,eae er
r«I NAvoEe rw RooMy Nun
MEANING cR
Il�
an ..,uvea ira.+<-•. er M e,yw
358 35,1135 NAmm
Q
EFFECTIVE DATE MAP NUMBER
359 35,924 NA
MARCH 16, 2009 371D671300JI
389 JE,f00 fdA417415
I
3
—
i
Stater orNonh Carolina
-: ''
!1,1125 NA
FeNelmva—
i+}'�ri• IC'fp ErR1 nt "I'ecln.i,..
This again Flood le.— Rate Map (FIRM) was produced Nrmgh a mique
eoupenbve pwtnmhip betvnen Ne Stale a NoM Carding and MFM"
Emergency Mwagemea Agency (FEMA). The State of N,M Cadina has
kplemented • long lent ppmad, a Smdpuin agement b deb ease Na
casts assodNed rvGh noodhnp. This is de—WmIad by he S.W. --,I ant to
—p
a M areas N N. U kvN. Aa a a Nis NfoR Ne stale North
p adplafn r O+ch
a
Camino has pved h a Copa R gTechnical SWe 0rt with FEMA
to
plp0ua ad rwMan Ns digital FIM.
www.ncfloodmaps.com
I.I.—GET
7e0000FEET —
This map is iw use it Mminutrhq M Na— Flood Macaca Program.
sxily Menery all reqs .ped m MOdeq, prk<vlrly kora bol drainage acarus d sma4
sme communy rap rpwNery a -Ad be I—Ited fa pe—le Updated a Mditimal
Mod ha7ad Momamn.
To bah mon deIAlIM ilamNiOn h res whre Ns PNM dvatloN (BFEaI »Na Yer6veye
naw Mw determined aaen PA wboaW W r tmal M Flood PrONea. Fla— Dna, Linked
'Ad Flood _ad Dab »da SId SEN,_ N,sa , bele,
cpnwud wielh Ne Food
LNurama SONY IRS) rpm Nx 8a0mperras EY FIRM. U— weld e. aw.e Yw 11FEs Nawn oe
Ne FIRM eta... mwioed whd.mm Aleateos. TING IFEA ra it»deedkat Coad hslaaaaos
rNalg pumps,. piny red web era be NSM ea M oda a el' woad Newton hfamaflm.
AmadtalY Nswdm dW 1 -1 -ad h M FIS agar ahead be --ad m donj—e wed M
FIRM for puryoa,s d -Ae, amlerlbedpain mMap.mam
Eandae.. d npdearY flooe ya Alaown on M FIRM br Reed, saumea smiled by dNkM
memods was MT aAed at ova seal And vampdxad b—a, dais .ecNcltt. Tire —Y,
n tralllo uetideneaN woo ale p r w nO a era Nau I F
ware based m rag e0 ' em eco Ins.»u
Y
Peooan ,eeWI Y•Mels erM.er a,raWdE,1 k, dabfor Goadn9 fours tlbd deeaa
-,hoei As wa d, aenNasreed Irb w a (IG) W watts .—b DY ""d
NF deli led
memoda n prorded m M FbM Mnvrae forty IRS) aped lar .ra lulaac'm. Ta FIS rpm
Nap pmvbea hMMYms mr E,rmap h . Medway ..m,,non-enaoxhmml wNNa far Goodog
»urua eluded by Mrkd dxaYM meYrde.
NOTES TO USERS
Crinis eras rat h Spe:ial Fl. hoar! Naas maybe pr. -.d by 0„4 weave -- Tin rap TMeds mac detai"d »d up-to-dxleered a — ,ea,,flWAN— Yrs Msa
RNN m teat.n A. Teed PMaction Msaai a M aeI" 10 A,— Study NW le, Hawn m M previous FIRM Iw Yrs Armelicoan. The Ioayla4s ret floodways trwl wxe
i ,,twf be m Grad brood Air— h 0. is adicYm. taulartM lean M pnvbw FIRM nay Me ba,n V""" b eeaam b Mw naw sewn
Sea, my Mammon end g—patial data owed b dewbp Cil FIRM ware obtained lean avargedwool *P conflWavtleal � w teeth, M ukwi Franks ate Fbodwy Data adl h Ne Flood
OWlaetiaa, Wludmg M partkpwtng load mmmai b+dr r.perl (which means rrhaYatrv, hytrplic eau) may reflect sb.an charnel
pruiws radia dew wares Tar Meal ante ate a dl by trataa.a Nr trRr kora waw a Alwwn m Ina rap.
_ prmary ,bn kat Eve FIRM k ark! 4 snIo aceta! DY
9eosPelw app40 y M baldA br M inagry k 2000. kbmxim wra0 Pkawa Mer do Yr aprxely printed Yap kdwa kat en warw-Grp a M carry lowing M
y(ka) Eve min FEMA base rap W t abort kYaA d rap prleb, ccmmunilY rap We." addr—, aq s Lisdiq d Can unties Note
ImkaAd w pMwrad amATa M da..IbMwa of M baso rap. baa EspAlw C-t**V Na—i Flood has»ca Program date; for ,add—..Ay u wed as A baa dM
m.btlab
for M xsodatad digtal FIRM la addltidw Wow— about beemp p,paNko". Pwk on which sada canmunly k bated.
SEEN, rap babas shown be ink rap. such as ..rp—. Mals, re bash -Eta
mon 4" ­re 0 9 You INANSId la ebp Nls map, w "waken tiwW con nk0 M NaFlood h aroma
deft, data available N M an, d pWYatim. Ckrrs M Me —1—a, III —y We Pmpsm ie grrAl, pNeaA cAlI 1 - 1177 - PENA MAP (14773362627) or visit M FEMA
errand slot. Sts •e4 l — pablIa Alto uses Haub —.# M ppropix, mtnrn -ity wabsaA IN red'/her Yea my
.few a w,bs& to wady caret taWieea of yaisda — G<• nil - and baso rap la,baea.
Thum dein rads psAl wen ref aaaid»d h men 1 Y, s wawa M rca F
p sic d waam lead loaaaanu t
eaeY guy 'nPe^Yx'g E LNNrd Revisan omit .lata .M
m new hydralam mMN was rnxM day ] M pa4Am d Rn wide lomat FIRM. ... 141 NM (L eit , le paflar a Yrs paw. ane G mal vete%. a 6w FIRM my be
avalable. .ed be W ft f&Ablapin ,Ce hoErrle 58b61 e,
lode /FrxwrcOoadnan mm . coned ee PEMA ft, IW T C,Mr Al al, Se hos C fi la
itormstbn m at rNNad produde as 6S.IRO ww Ns FIRM. Th. FEMA Mal, Srviu Cankr
may aboMr,atlrd by Faxx l-604356-9620 xM 4w,bsir,t htto:/Avww.msc leta.ow.
City ofLexington
I R0 o00 FEET
ZEEG0 700000FEET
73760 FEET
—WFEET
MAP REPOSITORY
Rab m Sea d lar RepmaMea m law Mea. - Igan—AIIII.
EFFECTIVE DATE OF FL000 INSURANCE RATE MAP PANEL
NMC, 16.2009
EFFECTNE DATE(9) OF REVISICN(S) TO THIS PANEL
F. mMslcn tee
M' M'Mm sme Canr, HW ode MxMw
a.OV9 aNm nal'N+p arY
M Flood Mwa.we 5Wy mpon exawµlwaiF
T. , e C.—
neMaa�( Enwlgemy Law9 . e� me Nmbivt Food Yrnar Program N M Moho Mon Maen .
b019]�SnedapE Ymapem.n xI.-FSM I-- -
l aao-aaaaeezo can.
LEGEND
SPECIAL FLOOD WARD AREAS (SR(AS) SUBJECT TO
INUNDATION BY THE 1% ANNUAL OiAN E FLOOD EVENT
The 1%a
aaal dum MM (100jaer pooch), Also la—e m M base Rood, k M Md E
rat
Rasa 1% daboa d [ting epwled a ex< led h »y 9 ­
Fee Tne Stable Reed Naord
Area k w ars aubW m AooWV by M1% »mW daaae Rood. Mees a SpetlM Reed
lkvtl M Z_ A, AE, AR, A99, V, arch VE. The Rain Food Elevafmn k M
Irtrr-� a NevaGm d me t°b atwMl dam bed.
ZON[ A No Gag Food EkwMn d—teed.
SONE At 11Ne Flood fl,­debmthad.
ION[ AN Flood depths d 1 b I NY (way ares d pondeg); Rase Flood FMtlms
dere,aMM.
ZONE AO Ffeed dpM, of 1 be 3 Net (umaly M Ibw m 0I reamer); PNoNIe
d", dabemhad. For seas d al M IbodlttP, wbmes aha
debnrka.e.
ZONE AN SpMal Rood Ibbrd Ars tamely pee,"Oed Neer M 1% areal chane,
Good by a hood melba psora Ew was subs any decertMad. Zan AR
mdkxae Rat M lama Rood mrrd syxrn N being resorts b P"""protaxon lean M 1%rwW dunce m paha Mod.
ZONE AN Aeas m be wo tew Rae 1% annual &Aeca need by A Fades` need
W— syssn aper mnseumm; m Base Food EkvaOau detenwael.
ZONE IE Cusw Good tone w6h vloaY hater! (wase edam); ease Rood ElewWrs
d` er'"".
FLOODWAY AREAS IN ZONE AE
tIr nopNwy k M war d a etreern plus Nay agxaa nooddAle aeN tlw naevi ba Yea
6s d wvoadmwa M Nat Ne 1% aaaww dwae need an de oeiM wYtma NM Eisl
klveases h NI hal0kts
OTHER FLOOD AREAS
ZONE x Nes d 0.2% amual rbeme Grad; areas d 1% we" dw nal! wNh
..W depths a kin &A,, 1 read or wed damp, areas INA tae 1 Nuae,
O-ft ate rain W.Now N levees hen t%anew shwa Mod.
OTHER AREAS
201111%AnadNamhrtmMddsme me 6Z%wlaW <Naa[e MOdpNh
low. Nm —tmoea-beadnnwlN.Wt1—
® COASTAL BARRIER RESOURCES SYSTEM (®RS) AREAS
O mwisE PROTECTED MEAS (OPAS)
CM peas PNI WAA are ml,*Y Yxaeed ell or adpud te Spiox Food i -ad Nees.
I%axwAl dam ioadbai MuaNary
EM wuAl gan<e MApINn OwnNry
---- Rcod+rl eaadav
-- See DewNn
..................... 60.5.N da bwnNry
Maty diaaap Spa<W Flood. WON Nva Zea ate bouMsy
�� hn0ons Mod dromic Good rtiaAsa d0slarc wain II¢N
-•^^^bf3 •�^^^ ase Rom Oewdm M»d ave;ekwtion in tea•
(ELN]) Mea Iboe BtakN ww vmen unymm nam rax; elevedon h
NAl•
• Nklrw.l NM %arae Naabn wAYa oaoxn d i9se
a Goa serYon kin
o ---------o YanMN,
A.N W. item' NON oM<eoNmaaa nf.mul m me MM Annan arma
a2)9"a" IOWmNa lmivxsal TOmwa M.mtagM ttls, rain!]
I e]i:lm FEET 2LWod grid values: Nam Cxan SNa Mem madaO aNwn
(rIFSZ06E 3.00, sra� Fame run 1T fee)
BM5510 Nona omsv GraeO< Sury ears m.Y (b arae idanuahn
SM55100 d ,verde« w •dnA Md lint race elmnnNM .;ser
N95-58 GFS 15 un yeRaAl Ed1ea Nina a Ca4mae-[aablTW
EM55101 �aF Fkns 0a mm Mmmwul sW
,.l
e 1111.5 eiw rale n<
GRID NORTH
RMr SCALE 1'. WO' (1 ; 6,000)
PANEL 4713)
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 6713
taFE mCAToR aAm.w a NSPV,YJI FW FaN F/NE;
uanl
co"Taws:
COYYUNITY cto w. Ty 07
IExenTaa Gloom srzoN Nv a
ak
Il�
an ..,uvea ira.+<-•. er M e,yw
Q
EFFECTIVE DATE MAP NUMBER
MARCH 16, 2009 371D671300JI
-
I
3
—
i
Stater orNonh Carolina
-: ''
FcdLrat Emcway Alanagcment Agency
ak

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
LEGEND
YAdA1N 1
-
l` sow I
000
740 Dao FEET
fEET 55 n %1'a. 160]500 FEET
ye40- JOINSPANEL 6704 talo aa9 FEET
;:� ,.v 3 7 a avo FEEr
<•s`}
SPECIAL FLOOD HAZARD AREAS (SFHM) SUBJECT TO
D
2`. ':n :-. j1 / ay
•• I F
INUNDATTONBYTHE 1% ANNUAL CHANCE FLOOD EVENT
Fon loo-rav 9x1), too hlovnl as the base 6006, k Me
GUILFORD
.didV's�
•
% }.. _ '4 .. ,y, ' r '
�, •. \.
hers a 1 % durc<una dflood
ile od
ti d Fpo6
'
M s'
Y � k=.'' � S/ , f I .} N Y.r
r- -
Ata o flu m vrb b MOM9 In 16-�%nrnd Wei 06. AnsesTheS�
spedel
fleuid Mutle Incas A AE, AH, A0, AIS 199, Y. rd VE. Tlie Hse Flood ElerMot N Re
DAME
a•f "' - erns
•� - ZONE
K
wursufaa Nnatron d On 1% rwual clNrNe flood.
ZOw A R 9.,e Flood eksetm deYm.Nd.
M1�~•°
I
. yi ..lsX:s'. ••..� .q� s .. - .. 1 •
.. `- ,,i I ♦ - •�\
3E sf
ZONE Al Sane Food oslMS d -.W.
ZONE AN Flood de es, d I t 3 Nee (mut, ones d pdmjm l; tune Flood E oedon,
deYnllned.
0959'^.
W.
i < r • j` a !^• a ♦rte `• O �. ''
ZONE AO Odeptlewed 3 N (uR w
For M 6oadiM hoo, son on ldixt,; Toni
�
OA OH
�•! 1 •R
W
nus auris nsOcNsa
�
f
• 1 . '
.'
S '4r'TII
« <---, r h '
6 {
ZONE AR Flood
SpedN !Ward Ants tram t a c% annual
nppd
.... ^
Ae
emgrederly wasiteore]
M a Mod mdml ryNeRn tlr w., uase0uenlry decertified. zaN AR
ndraees Not to kola Mad carrbd system is belly reAOrrl b pi
9lriR
2t�N[x '( - ZONE T'n PyEYI •II
9r'NecOm hon dle l%arcual Alala a9reNer Mob.
MNDOLPH
a
:g�a,tis •,a .,.. ..- [, • ,_. •.: • �,g +' 4'drra•�.. .I: �'
_..
ZONE Al Meas b be, odocted flan 1% annex! clunce Mod ay a Federal Mod
PanBal sYSOm under combodoe, m gee flood Fkvatlms determined
1
••V6® SSLL ,r,`
.
.`•.
ONE Ve C�� sone vM6 vNorM (went amOn), Se Flood Ekvaebnz
N+v6 Fla
ROVNH
•.. .. -
.. ..
,Vv'.- ...
� -� .:4
3.
ii •..� •t a. t.'
O FLOODWAY IMZONE AE
- r,
_...:,
1. !� :. _ w ;'-_a.+•+ _ �. +
of
The Mddway k to OiarwN d a gam fAa nY agxrd
I - ansa Deas that made be kept
'
1 r
_. 645
J _
- be,
need •ncroxtmxd n dear Te 1°h arcual efwce 6ao6 an be arrkl wAMd wbsGtltial
krvoaser n Mod hNghfs
---
t - 1
� OTHER FLOOD AREAS
GAtARRUt / tTANLY (���< MOMOONERY
_ ..pyo .. ,
•.. w, t�L�'=1'* '- -r'dEm^ v`�+`N' '�'.. J- A, T ly. �ss
: : „a..:.• tett ,tj1.. Jb •A♦ _
iv
r' . '
.: aLi-;a z�'Ar ZONEX_ -_ }
EON. x Ames N 0.2% amoral Chance Mad: rut d 1% arm., d".. Flood wah
aysool a debts d Iess Oun I rant a wM doer,. ones No, than I aauan
O mAe ori ms pv[ecW by levees hon 1% annul Name Mod
OTHER
DATUM INFORMATION
TM jo jeolon used n the Prepra- d - map was the Nod Card" Snore
YFl
N - -. n7smp FEET
�) �� < rr� - 4 � 'y
] �' �4
AREAS
ION.x anvriinelbao.mde to 0.2%amuN mance Modpan.
Pre (GRSSC ee wi,i. The enceonN cram was oro Not Ameotion. , Damm d
or Unlonal
196]. GRS80 •Apsoid Date n fNan, eA;Nod. prq FIRMS
Tarwvoru May His lanes d n Re Oldf nct d FIRMS Ax adlxen
j 'adcdbns may nsutl n Ngo "No. nN dao- .1 n map fNMss ansa
larisatlbnN bpummnes. TM d"No.- m rmt •Rot to a:cvsracY d toy
✓< f �i - F • d ON X
d ... J '4ai,•
r ` !' !.
` � - f ,.. 7{<. Zf NF AE ` \ E.t.: ��r'llv'.O�L IR�f 41
_ -tT s
1, r
�' F
Ami
tONF 0 In ixhxm Mod N7a+1s w urdNUrrarrN, lvt q�pk,
® COASTAL BARRIER RESOURCES SYSTEM ®RS
( )ASS
FIRM. At coordinates on Ns map n U.S. S -y F.. whm
'USSurvey Fora . 120013937 Menta.
- r /\ _ 370081
... 37 .A • \
OTHERWISE PROTECTED AREAS OPA9
( )
C6a5 ms and OPAs are nomaAy looted wYm n adjacent m Spool! Food Harald Areas.
a .:'v(w i
r ra{ /
Flood or't9asofi.n.( On Ilse map an nrx.nced b ma Non. Amer t'an VMiral
Datum of 1966 ions 66). mono Flood Neve ma moat M compared b -age
and ground fl -ions nher N,(,, b G umo .MCN aalam An average o 29)
between NAVD 68 ntl the NalianN Geodelc V MW Oahnn a 1929 (MOND 291
v'wop
'" h a - \ I
.. ..
r
.- y - _ _ `-
J'm'ypl6 '60'
' n+ i'
T"o rlualNrtt llooEPYin poWary
---_ 01%m mans boundUv
r'�""n�a l
Srne OE°wgvy
les been computed ter each Not Crdina county This dlast was, ben oppl.d
b to NGV% n Mod el.vatOns teal war• rat revised Nig dl. aoation or Akz
anoewido format FIRM The offsets for cads count •clow
y non Nis FIRM Prul rs
and- n be V.- datum .1u1 tabic below V6ere a and
FloodM lona witlt inrevsed NGV% 29 Rood ebvatwn5 sere coincident, an
idlvufuN offsN has been Wakud ord applied Nrp to deal d
r 'e -.�, •,S
. • ')
�; -
_ 4e • `"x y. \�
•� _ l (
.' ::, d u _ ICNE X . �
`+ - -
ty\
�._-
..................... O95 arq OPA •oweery
awnay dd. sndall R- Hared Area -N ant boon
�- dvien0 Si Rob a.9 areas N Naermt tae flocd
I° r-AkeOom, MoD dwtsa Mad vNaAx.
iFw
Na do icrmat FIRM Sea Sectbn 6.1 0l N. -,,anying Flood tuaance
Study span b octan •tntn'nfom- on she smuts d k rbn
Owl,
Owl, on NAVA se Nd NGV% 29. To ..an .-re obvation desoiplion, rWor
-
J95a
.3 _ '.. lee �00 _
aE`
y Y / # _
,�N�r • . - .c Y -�" � �
y -
M • ',�r6OF
^^^^ 513- tax nmtl eeerbo Lae rd Wve; ele+adm k len•
EL 937) tme fkod bvadu .yore wnan unaam wdhm nme: Neaum k
Not-
•Rlmlv.N
Mo 1 batch snorts shown on tis map Plea6a carded be
North C -I Geode' S ey so tl1a add.,s sI- below. You
canon tie tel L 5 Branch d the National Geodetic S -Y N (311)
Mm'/Pxww
.'6;,
I / .y
- <: 'rX? •.. j••; . ,. '- I - i f
\-�_t�(oJ,4 `_• �-
3-}'j -
moo nowt omaian Vetid Oxvm>1968
I Tmn srnon inn
113324E ory Nt is wsbs6e al marbaa.Ocv.
Nash Caroline GeWelOSurvey County Averse Ved'cal Datum DR311 Table
121 YJesl Janes SVeet c
RNegh NC 21fi01 Ca cola! a.i
.. ]95e•^'
r•.
} - 1)".'. 1. C t - -
, \ �ZONEX
1. '.. F(v 1'tu \Ei •I, '}'i.; 1 -
•
�' - w �' _ - i?II) 1: • 11-4.1�„^.,y�
o --------o Tamm Na
--sr.- Go9rbhbmadkMx NenCM to FraN Amalan ovum or
.43O -Op 3
Idd
v
' f - \ °' - - m
x275^" iOWmNx WversN iransve�s<Nna[w 9nd W¢,zmel7
2( d sakes Mum co- s- Fwe -te
rw Male ecus
Y�
Q \
w-
1177500 FEET 300 Rah Hoe rlm 83
Lv+r•wve N=mcm:a•r071i
p
SSS
(f_ ! a:. \. 4 fry _{`� t
2
F. G
-, � J =
�' ^- J
^,' '�!
BM5510x lode nu ICrorGndNk 9nKr !lens! moi fro rrae MmnMn
BMS610� �1 o"di mak (ro nae avnnaom seR
As Nr•ama is. O 1n Re Flood Nurd pYa Trio Wbsv wen aouded q Deeded
me mods using field o -y Oder flood .a1rd dNa - w 9is map may
rave been denved using .Mor • COaNat rlNYak a leaded cot led Rivarins
ansiys s. Mare HormNian on tle Modng aaac.s stWi d by tes. onstya.s is
aMained n to Flood Insurance Study repos
.j}Y Y Y'� ir° �,, v (( j i
; A t1 3' - - _.. - ZONE X . '1'-I - :
fi'-�, 1 ^ i •` -' 1
.•E, ..r �. -..., ,,. ZONE AE\ k er', \
NOi5•Ci52-I cm VaOrl fnl0d l•WksafanbMa-E4aNNq]
BM5510 HOFP telco Haas (rw rive Hramnam min
® num Imwv rc.<I
•M7.S Aiw MYe "rR
.. . _
'T .5ts,•r+ir e}is"+A•.,, aFP: f'i.,.-1aw�rlpew
E
..&' 'sty y •T f I
•_. '�
•d J
Aff
FLOOD HAZARD DATA TABLE R°d ay%Mdmjj 0
LN01dda 0arnarro
a M Crux N "J
tram stream Flood (tO6yer) fncr nMflpadry
Section Prion' Osciur9s (cfsl Vvawr-Sauce BevNion (Lod.p DoxrutrerrAa
tat NaVDbI iaW floodary Nidi
ssys s7
732500 FEE
0FE
/p
JR } T �• „}� i
T* >f'+uai6w: ���'
6 a r
.` C �>" -
�^''
•. err .�.^ - ..
• d"x- A I - � .
r ; • 7
N i
t
- " A3 _. ' - .0 -. _ .s 7v
ro y.:• y 638
4F
i # S C }s/y. n < :. ; _ r.v 636 -6)7
..
- r * _-- "r . �.. 6-
.�.� .f� +
.. . ',., i,, . • k7 rA+.
s^ : {yap ...,. Nd t '� ` ,:,g . 11 F� •.+ q�� ' `$`
,(Ba
jj aJ••.- �, r3- t};g P 135 d ZONE I(
�(•i M /�ifff h,}r'S•.3� gg �< +
[(r 9 +F6., _ ir� S� A '_ S'-•�I
�+ K t;{ 2SuM`43 X• CTIm .y
i 63 Y'- ZONE 957'x•
� �.�r� �X•� T
NORTH ►O7Tf cIEFFX
136 13,608 34450 631$ FO / 740
144 14,420 3,450 632.0 166 121
150 15,014 3.450 633.7 101 / 21
160 15.966 3,363 634.3 K / M
166 15907 3.383 635.6 Is / 47
173 17,205 3,263 637.7 73 / 67
173
176 17,769 3,263 636.0 94 171
120 19,473
191 19.051 3,219 639.6 45 140
197 19,706 2,700 6/0.2 33/77
1113 11,325 NA 610,2 130
GRID NORTH
MAP SCALE 1' a 400' (1 : 6,609)
209 20,660 NA 644.6
213 2/3-43 NA 645-9 195c
'Fede Nw.n�msVNuasiwcaw as ere rloodraY mea !leen a4.sIMnYVsxub
nbparebNCAasedl0adip-odoenaom
-
i k •'~
's .✓ A t.4;n;
oro w
�
71•" 1+ y, ��a�6s
s X ' i'� S, Y: 1,Sr A y t +oF9� oil:,*,
3-,h . {61vA iJ'�,6. r0i S `n as '4fA
�� Ery '�
r7� s,,..
�'ky ..,
1. •� �', H,..•
,•,t'6P rjt a F `a"'9�. II - -ZONE)(
1�I� PANEL 6703)
.;l A a
FIRM
ZONE
�' " '`"�
FLOOD INSURANCE RATE MAP
941.
a : . ; •; A ti 1`'� _ FA'
O
NORTH CAROLINA
�"' �;r�'G •'
1. 4 r,1;1 Dm9 b
� �F3
D
C� �I
PANEL 6703
A„�t„3 ,� ,�
a.
IUvdlr�ai gALxaA CP M:P Ya•EJt FOn FWa P NE
Tb 000 FEET
0'F
Orr cOLxrY
FEET
SPA 7]0000 FEET
.NS PANEL 9702 tar / rnvr
359'ry �� 1p2300 FEET YUa:ry Ml�vr i31
0
IEx wroN cm of rooe+ 67as u
1000000
CINE% 1610000 FEET
NOTES TO USERS
le for to National Flood
=map use n administering Ins reNce Program. N noes not Csrbin areas nd'n Spxial Flood Hazard An., mry M protected by Nae rdnbd sbucbr.,. This map nMds mpe detailed erd W-ro4a• M, eNwtN tonlyvaNan bort Ade, MAP REPMITORY
IY iOeMify, aY nus "not to Mohrg, pariiculry Gam IoW damage sarb.ed rn., Rotor b Sadbn 40 'Flood Pmntlna Measua a to Fbcd burrs• Study spat for Nsoxm an to previous FRFI ter Nu Arkdidim. 720 ft.* n. and lbodvays rw core aekrm Htrq snap RepoMwksm Yap kdeax4Nbvuwa.,aamenum
hTh^lard formaWn�r npoasory aflould be coneolod k Westo tphled a adnbnat Marmolwn on Mad mntrd slnrcdr., n Ria jaisddbn, nanrrred hum Re previous FIRMmay .ave teal ,j Fib ¢Marto a flee.aye
Mons. k a result, to Flood Piv,
fnsuran
rd Fbedary Data Wks n the Fksad EFFECTIVE DATE OF FLOOD INSUR7JCE RATE MAP PANELnmondetes.dnwmaddlnroesweaveHew
co"51
my H-- and i date rued b dit abp flu FIRM were ebtaid a Surly
hone bsirabe Study repel (whiCn mrAans arXna9atrve hydauM fatal mayrated sbaam clrrwl
by
food 9 MFE) Neeaaer. 9n,
oroolo a ardsr Varbue a oft' lions i oso, tat n,participating, bol common M.,1 aWo and hd•N datrtcw but dRr ham Wet k shown an Rus map. MARCH 16.21109
moa F
base been ONmmmed assn re ancvraged b cam. M flood /rdaes. Flaomvry Dw, l Toe base lar tis FIRM N oriel by
agend., Wlor oRTh w.,
O
.A rvmoa A
nibd ortnry
pafaletl Floo0Ha7ad Data. endo Summryd3WlwN Eevatms YNescaMNmO wNVn R. Food Davgson County The lima perioddwt.c- tete inagwy x2004. kdamNirn rd Please new bRe sepratety pooled Map YWakan ovrvew mapdiM coaly Mowing No EFFECTIVE OATEf410FREN5ICN(S)TO THIS gWEt
p , 1nr. O.dcn
�f i)
to cont m. Ilan mmr a.wn euw uwua tie eared
Insuamw S"(FI report tat accanpaue -FIRM Ulan Maid w awre RN 9FEs Ngwn on 7o•PN al data suppled by to oral commMl4y(es) RN mot FEMA base map apreliWnre Nyout d map panels, wmmaNY meb rebosildy addews aid a LiNtp d Communo., rattle
Re FIRM rebrasenI Handed wmla-Awl N•vaaona Tease WE, r• Handed br - mom nbe do
pl n
L�
Mz^a4 omen. ae s r eco.,
on eeuarc sr w s
This dlgtal Flood Inwwu Rate Map (FIRM) was produced In= a usque
xe cansbred prNxnd aourca k dol.ld n ,m of to baa map, see geospMial panels NranY Flood bwrrlev Program dna la each commurMy as wM a a listing d 9w
noting Wnoses .1, and soma Iw be used as ala nl. - d Aood e'..- tmrmaeon. notarial. fa to assocated digital FIRM k addnrl nbma9on abaA bore map prspratIon. Panty: at whirls each cammarNS•bloWed.
ty, rood N.NMn data pesented n N. FIS report NpuM to ut6zod n cdgtncam with
n
Commuryw
cooperative partnership betwoom the Slat. or North Croda and Ne Federal
Emergency Management Agency (FEMA). The Stale d North Gardiner has
FIRMfor
FIRM for puepos., al consYunion ndarflapdpn n man>pomra Baso map f.Nn., shown m Rots map. arch as • Nriila, an b»ntl m Re most lo- . .avo ng
nP°`at• u, -b- ran ptaebou anon nix map, err w.Nk,. aa,ard b. dear I Flood Inurrc.
dN. eN.
EFFECTIVE DATE MAP NUMBER
VE DAT AP NU R
on mended a long M m approacti of floodplain management b decease ate
akd wtb Flooding, TMs is demonMded Ne Sink's
b'/
avaiWl. at to f:me d rratm. - FEMA MAP (tafli 336-2621) a vk0 Re FEW
sounder., d regd+tary heodwen maw. do tw FIRM k fladdvg sources aided by &N led ..summa Noce 9Ys tr Ni' rs Nit N IMin RYY bryo Piognm n penrN pluu W 1 - I.
ni was MCI.,are llal conger de ebpropure cnnmMMY wabsile at htm-.hWww.hxnadov.
MARCH 16,2 030
casts assoc fl comm mem to
map Motlplsilinedin COON 1mg Alaprideanen,be snfe9f Nat
Caduca had pined n a Coital FI ng Tactical Stale agreement WN FEh1A to
produce rod maintain Mrs digital FIRM.
metods wra rompded at sda sxfow and irrmd.led n-nis cross sedvw. TM Modxays d( 'al n wa y co ta voile ,"re nor d d de,eddn - by ream, s or pore map karts.,
current conoid
wenbase1.A 'snom. ond.-aritrpoosway tan.res W Monona! ad 0, doMu m Tmaphe may Camoielon Rlatwen rr ons Woradtlte.ydrllo aTatysisd Memswire Mxconprrymg Fbrtl nsvrsca Studyrpon, Letter Map Revision lLOMP.)a LNSxd Map fwmm�n".ty "'yy� ��orFrwodal.N.'de mppg. rekrbvw ean.rvay cop Nrwr sok brapk
Prop FbodvaYwitlms rat Dew prkuM trwdrrry edea k tocdiq scows Nulled by aNNNd ro new hyadb morin! wu nixed Nip Re prddniori dtissntwirisFomer FIRM. Arnold (LOMAT nwsmg potion d Nis pasty and dgaN -ions d Ria FIRM may be vNrx. n tN mnwaroy. mum yea kveaw ag.m
mertwds A r ron«Nlpxlaed Maes k racoa Mused 1y `TZ
:
O
C -9 -a
[-S) S=Y warlabb. Y. Ne wort CaraNw lbodplon, Yapping ►rsyarn webs.. N pnwm or emoyemy Ise apw wv m tie Nawod Fovea urumo te9m N a saommp pan rurosys w
meSaad p vbed n aN Food blanc. SM1Ny (FIST rebut k eras Aafsdam. TM FIS span lN•ww•.ndbadna.,
www.ncftoodmaps.com
hRo min a cwzt No PEYA M' forvk. Corps at 14363569616 ter weesws
sot prosides n-boms For dNsmnnq a MoOwry uNrg rbrv•ntvoadrnorM wid o fo eooarg itorme- on aY related products auomred wit tis FIRM. Tne FEW Map grvuo Center
rY
oar dell by bmaed-od Metol:. may also DQrud,ed by Fssx t-6063569620 and NeawraondEme 40*,'„^f1p"'I"w""'�
lomoaov. .1-emo
Ps an
�J
$Ia1C of NOnit i°Rr011A18
swMsileN mn:7Mww. mac (611)11}ta3d bN"I�� H006Tae3A r
CS..
FcAklal Emclgcnq'Alslmgdnrnt A2dlNy
_
q

q3
FLOODING tFFECTE FROM
STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
NORTH POTTS CREEK
LEGEND
-1 --- -- -E ^-- �
t eW ma
730 W. FEET
FEET
55 '• nYv
CLYDE FRZDERuO DR (aR ,x11
6t 1-500FEET __631
56 c JOINS PANEL 6703 -r--,-
e -: "N' FEET
SPECIAL FLOOD HAZARD AR FOS SUBJECT TO
DIN_ G EFF EC
—'" I
' .... U �� - _ G 1
-
730 pod FEET
,..
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Map Index
Citv of Lexinaton Natural Gas Department
NATURAL GAS SYSTEM IMPROVEMENTS
PROJECT: 21613
February, 2017
Belmont Road
Lexington, North Carolina
PREPARED BY:
FO IR
HEATH AND ASSOCIATES, INC.
108 W. Warren Street, Suite 300
Shelby, North Carolina 28150
License Number: F-1035
SEAL r • —
� •�6327
1-7
NGI E��.•

GENERAL CONSTRUCTION NOTES
GENERAL CONSTRUCTION NOTES
1. THE PIPELINE WILL BE INSTALLED WITH A MINIMUM OF 48" OF COVER THROUGHOUT THE ENTIRE PROJECT, EXCEPT WHERE
ADDITIONAL DEPTH IS REQUIRED BY PLANS.
2. THE PIPELINE WILL BE INSTALLED WITH A MINIMUM OF 48" COVER AT NCDOT ROADWAY CROSSINGS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR PENALTIES RESULTING FROM ALL NON-COMPLIANCE WITH
FEDERAL, STATE, AND LOCAL PERMITS AND ENCROACHMENT AGREEMENTS.
4. A NUMBER OF UTILITIES ARE SHOWN ON PLANS. THIS UTILITY INFORMATION IS PROVIDED AS A TOOL, HOWEVER THE CITY DOES NOT
INSURE THIS DATA IS CORRECT. THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATIONS, MARKINGS, AND DAMAGE ON THE
PROJECT.
5. PLEASE CONTACT NC ONE -CALL AT 811 FOR UTILITY LOCATIONS ON THE PROJECT.
6. THE ALIGNMENT OF THE PIPELINE IS DETAILED ON THE PLAN SHEETS. IN GENERAL, THE CONTRACTOR MAY VARY THE HORIZONTAL
ALIGNMENT OF THE PIPE ±2' TO AVOID OTHER UTILITIES OR DRAINAGE STRUCTURES. THE PIPELINE INSPECTOR MUST APPROVE ALL
DEVIATIONS BEYOND THIS THRESHOLD.
7. THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE PIPE AND WORK WITHIN THE RIGHT-OF-WAY PROVIDED.
RIGHT-OF-WAY
1. ALL ROADWAY CROSSINGS WILL BE MADE IN THE NCDOT RIGHT-OF-WAY. THE PLANS DETAIL THE PIPELINE ALIGNMENT AND
INSTALLATION DETAILS
2. THE NECESSARY RIGHT-OF-WAY WHERE THE PIPELINE WILL BE INSTALLED IN PRIVATE EASEMENTS WILL BE PROVIDED BY THE
OWNER. THE PLANS DETAIL THE THE PIPELINE ALIGNMENT AND INSTALLATION DETAILS.
3. THE PIPELINE MUST BE INSTALLED A MINIMUM OF 15' BELOW THE BASE OF THE RAIL AND 6' DEEP AT ALL OTHER LOCATIONS WITHIN
NORFOLK SOUTHERN RIGHT-OF-WAY.
RAILWAY CROSSINGS
1. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN'S NSCE-8 SPECIFICATIONS.
2. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED AMERICAN RAILWAY ENGINEERING
AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.
3. BLASTING NOT PERMITTED.
4. THE NORFOLK SOUTHERN DIVISION ENGINEER'S OFFICE MUST BE NOTIFIED A MINIMUM OF FOURTEEN (14) WORKING DAYS PRIOR TO
DESIRED START OF CONSTRUCTION.
Cl FANUP
THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN CLEANUP ON A DAILY BASIS. CLEANUP SHALL BE STARTED IMMEDIATELY IN CONJUNCTION WITH
THE START OF CONSTRUCTION AND SHALL CONTINUOUSLY FOLLOW AS CLOSE AS POSSIBLE TO THE PIPE LAYING AND BACKFILLING OPERATIONS.
STREETS, SIDEWALKS, ETC., WILL BE WASHED OR SWEPT ON A DAILY BASIS. UNTIMELY CLEANUP OF PIPELINE CONSTRUCTION MAY RESULT IN THE
SUSPENSION OF NEW CONSTRUCTION, IF DEEMED NECESSARY BY THE ENGINEER AND/OR OWNER.
PRESSURE TESTING
1. A MINIMUM OF TWO "PIG" RUNS SHALL BE REQUIRED. THE FINAL PIG RUN MUST BE CLEAN AND DRY.
2. ALL STEEL PIPE ON THE PROJECT WILL BE TESTED TO 600 PSIG FOR A DURATION OF 24 HOURS USING NITROGEN OR COMPRESSED
AIR.
3. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, AND TESTING EQUIPMENT. ALL TESTS SHALL BE RECORDED ON A CHART
AND PROVIDED TO THE CITY FOR APPROVAL.
REVISION 03-28-17
HORIZONTAL DIRECTIONAL DRILLING NOTES
1. EACH SPECIFIED BORE HAS APPROXIMATE FOOTAGES REQUIRED TO MAKE THE BORE. THE CONTRACTOR WILL BE PAID THE LUMP SUM
PRICE OF DIRECTIONAL BORING AT THESE LOCATIONS, REGARDLESS OF THE ACTUAL FOOTAGE BORED AT THESE LOCATIONS. PAYMENT IS
CONTINGENT UPON COMPLETION OF CROSSING WITH THE PIPE IN CONDITION ACCEPTABLE TO THE ENGINEER. NO ADDITIONAL PAYMENT
WILL BE MADE FOR ROCK ENCOUNTERED DURING THE DIRECTIONAL BORE.
2. EXIT AND ENTRANCE PITS SHOULD BE SUFFICIENT SIZE TO CONTAIN THE DRILLING MUD AND SPOILS.
3. DETERGENTS ARE NOT TO BE USED TO LUBRICATE THE PIPE DURING PULLBACK.
4. DRILL HEAD SHOULD BE MONITORED AND LOCATION MAPPED DURING THE DRILLING OPERATION. AN AS BUILT PLAN AND PROFILE OF THE
DIRECTIONAL BORE SHALL BE SUPPLIED TO THE ENGINEER.
5. PIPE USED IN DIRECTIONAL BORE SHALL BE WELDED. BACKREAM HOLE DIAMETERS SHOULD MATCH PIPE DIAMETERS AS FOLLOWS:
PIPE OUTSIDEREAMER
DIAMETER (inches)
MAXIMUM
DIAMETER (inches)
REAMER MINIMUM
DIAMETER (inches)
8.625
14
10
6.625
12
8
4.5
8
6
2.375
6
4
6. PIPE ROLLERS, SKATES, OR OTHER PROTECTIVE DEVICES SHALL BE USED TO PREVENT DAMAGE TO THE PIPE FROM THE EDGES OF THE PIT
OR SUB -STRUCTURES DURING PULL -I N. ROLLERS SHALL BE USED UNDER PIPE TO PROTECT THE PIPE FROM GOUGES, ELIMINATE GROUND
DRAG, AND REDUCE THE PULL -IN FORCE.
7. AN ADDITIONAL FIFTEEN FEET (16) OF PIPE SHALL BE PULLED THROUGH THE EXIT PIT, EXPOSED, AND EXAMINED FOR DAMAGE.
8. INSTALLATION OF THE PIPE SHOULD BE PLANNED SO BOTH THE FINAL BACKREAM AND THE PULL BACK CAN BE COMPLETED IN THE SAME
DAY.
9. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF EXCESS DRILLING FLUID. SPOILS AND DRILLING FLUID ARE NOT PERMITTED TO BE
DISPOSED INTO STREAMS OR INTO STORM, SANITARY, OTHER DRAINAGE SYSTEMS. DISPOSAL SHOULD COMPLY WITH LOCAL ORDINANCES,
REGULATIONS, AND ENVIRONMENTALLY SOUND PRACTICES.
10. CONTRACTOR MUST PROVIDE A WRITTEN CONTINGENCY PLAN FOR CLEAN UP OF SURFACE SEEPAGE OF DRILLING FLUID AND SPOILS
BEFORE BEGINNING ANY PORTION OF PROJECT.
11. PIPE INSTALLED BY DIRECTIONAL BORING SHALL BE ALLOWED TO RECOVER OVERNIGHT BEFORE CONNECTION TO OTHER PIPE.
12. PIPE INSTALLED BY DIRECTIONAL BORING SHOULD BE PIGGED AND PRESSURE TESTED ONCE AS A SEPARATE UNIT AFTER PIPE
INSTALLATION AND AGAIN AS PART OF THE OTHER INSTALLATION.
13. CONTRACTOR IS RESPONSIBLE FOR RESTORATION OF ANY SUBSURFACE UTILITIES DAMAGED DURING BORING, BACKREAMING, AND OTHER
OPERATIONS.
14. IF A DRILL HOLE MUST BE ABANDONED, THE HOLE SHOULD BE FILLED WITH GROUT OR CEMENT TO PREVENT FUTURE SUBSIDENCE.
15. STEEL PIPE USED IN DIRECTIONAL BORES WILL BE COATED WITH 40 MILS OF POWERCRETE IN ADDITION TO 16-18 MILS FEE COATING. THE
CONTRACTOR WILL COAT STEEL PIPE JOINTS WITH A POWERCRETE F-1 OR R-95 COATING KIT. POWERCRETE APPLICATION REQUIRES THE
SUBSTRATE TEMPERATURE TO BE ABOVE 50 DEG. F AND BELOW 176 DEG. F DURING APPLICATION. PIPE IS NOT TO BE INSTALLED LESS THAN
ONE AND ONE-HALF (1.5) HOURS AFTER APPLICATIONS OF POWERCRETE F-1 OR POWERCRETE R-95.
16. THE CONTRACTOR MAY UTILIZE DIRECTIONAL BORING TECHNIQUES IN AREAS OTHER THAN WHERE SPECIFIED AT HIS OPTION. THE
CONTRACTOR SHALL BE PAID THE PRICE FOR INSTALLING THE 8" STEEL PIPE PLUS ANY UNIT ITEMS AVOIDED AS A RESULT OF USING
DIRECTIONAL BORING IN THE OPTIONAL AREAS (ITEMS SUCH AS SLICK BORING, ASPHALT CUTS, EC BLANKETS, ETC.).
DELINEATED WETLANDS/STREAMS
THE WETLANDS AND STREAMS THAT WILL BE TEMPORARILY IMPACTED BY THE INSTALLATION OF THIS GA
LINE WERE DELINEATED BY DAVIS MARTIN POWELL & ASSOCIATES FOR A SEWER LINE THAT WILL BE
ADJACENT TO THE PROPOSED GAS LINE. THEY HAVE BEEN INCLUDED ON THE PLAN SHEETS AND ARE
IDENTIFIED AS FOLLOWS:
DELINEATED STREAMS d==-­­
CITY
­� ` = -
CITY OF LEXINGTON NATURAL GAS SYSTEM IMPROVEMENTS I Ir A
BELMONT ROAD CITY OF LEXINGTON NATURAL GAS DEPARTMENT I HEATHANOAssoclATEs.INc.
1W W. WARREN ST, SUITE 300
PROJECT LEXINGTON, NORTH CAROLINA SHELBY, NORTH CAROLINA z31f
LICENSE NO. F-1035
SEAL =
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CRAWNSCALE
TPC SEE GRAPHIC
DATE PROJECT NO.
03-28-17 21613
APPROVEO SHEET
CONSTRUCTION

STA. O+DO TIE IN DETAIL STA. 0+00 TIE IN DETAIL
WIM
ROW30, FRO o PP EX. 8' STL
14 C. d00 8' MUELLER BOTTOM
PP 8" STL OUT STOPPER FITTING
NIINE� WELD—ENDS FIGURE NO. H-17281
INSTALL BLANKET I_ INSTALL BLANKET `--VENT PIPE
PER DWVV G. EC -5 IT� PER DWVV G. EC -5 25INSULATOR
8" STL CAP
JUNIOR ORDER =E HO
8' STL VALVE4' MIN. PUP )
GENERAL NOTE: ` — RD �
UTILITY LOCATIONS ARE NOT ACCURATE. owner : Structure Name Roof IN � 8" STL BARRED TEE a. STL VALVE
ALL UTILITY LOCATIONS ARE THE scot SR 137.3 (New Jk!rmyCtlurd,Rd.) 60' -TER
RESPONSIBILITY OF THE CONTRACTOR. cute ; SR II3D jhmior Order Rome Rd.) 60,W
FOR UTILITY LOCATION MARKS PLEASE ft 4• PE
. u,,. Atcr n'rwe�y raalncainxaum,c; PLAN VIEW
NOTES. PROFILE VIEW
CONTACT N.C. ONE -CALL AT 811.
}
z ..
,
y 1. TIE INTO E%. 8' STL IT11
WITH 8' MUELLER BOTTOM OUT STOPPER FNG FIGURE NO. H-17281; PAYMENT PER BID
,....,_ ,. ...w.
ITEM 6.1.
N - t 2. INSTALL 8' STL WELD—END INSULATOR; PAYMENT PER BID ITEM 8.1. INSTALL 8' STL BARRED TEE; PAYMENT PER
BID ITEM 7.3. INSTALL TWO (2) 8' STL VALVES; PAYMENT PER BID ITEM 5.1. INSTALL 8' STL CAP.
1
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TWO UG PHONE NORTH SIDE
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REVISIONS: CITY OF LEXINGTON NATURAL GAS SYSTEM IMPROVEMENTS LSC- L�� �W TPC S�SEE GRAPHIC
BELMONT ROAD CITY OF LEXINGTON NATURAL GAS DEPARTMENT �J\ PATE 02-03-17 PROJECT
NO 21613
HEATH ANp ASSOCIATES, INC.
108 W. WARREN ST, SUTE 3W
PROJECT LEXINGTON, NORTH CAROLINA SHELBY, NORTH CAROLINA 28150 APPROVE SHEET
LICENSE NO. F1035 01 01 18
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INSTALLATION INSTRUCTIONS
REVISIONS: CITY OF LEXINGTON NATURAL GAS SYSTEM IMPROVEMENTS LSC- L�� �W TPC S�SEE GRAPHIC
BELMONT ROAD CITY OF LEXINGTON NATURAL GAS DEPARTMENT �J\ PATE 02-03-17 PROJECT
NO 21613
HEATH ANp ASSOCIATES, INC.
108 W. WARREN ST, SUTE 3W
PROJECT LEXINGTON, NORTH CAROLINA SHELBY, NORTH CAROLINA 28150 APPROVE SHEET
LICENSE NO. F1035 01 01 18

INSTALL EC BLANKEI
PER DWG. EC -5
UTILITY LOCATIONS ARE NOT ACCURATE
ALL UTILITY LOCATIONS ARE THE
RESPONSIBILITY OF THE CONTRACTOR.
FOR UTILITY LOCATION MARKS PLEASE
CONTACT N.C. ONE -CALL AT 811.
t00
INSTALL CULVERT INLET
PROTECTION
PER DWG. EC -7
I
INSTALL CULVERT INLET
PROTECTION
PER DWG. EC -7
,,A
JUNIOR ORDER HOME RD
INSTALL B' STL PIPE AT 16'-18' FROM CL
UG FIBER NORTH SIDE
UG CAN NORTH SIDE
TWO UG PHONE CONDUITS NORTH SIDE —
TWO UG PHONE NORTH SIDE
INSTALL BLANKET
PER DING. EC -5
Owner Structure Name ROW
State SR 1130 (J�.: nior Order Home Rd.)
O
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20+00 1500
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INSTALL 8' STL PIPE AT 24'- 26' FROM CL
CITY OF LEXINGTON NATURAL GAS SYSTEM IMPROVEMENTS
BELMONT ROAD CITY OF LEXINGTON NATURAL GAS DEPARTMENT
PROJECT LEXINGTON, NORTH CAROLINA
TPC
F
DRAWN
HEATH AR IN ST, SU INC. 02-0
tEB W. WARREN ST, BURS 300
SHELBY, NORTH CAROLINA 28150 OVED
LICENSE NO. F-1 D35
B EE GRAPHIC
PROJECT W.
21613
SHEET
02-f 18
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UG FIBER NORTH SIDE
UG CAN NORTH SIDE
TWO UG PHONE CONDUITS NORTH SIDE —
TWO UG PHONE NORTH SIDE
INSTALL BLANKET
PER DING. EC -5
Owner Structure Name ROW
State SR 1130 (J�.: nior Order Home Rd.)
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INSTALL 8' STL PIPE AT 24'- 26' FROM CL
CITY OF LEXINGTON NATURAL GAS SYSTEM IMPROVEMENTS
BELMONT ROAD CITY OF LEXINGTON NATURAL GAS DEPARTMENT
PROJECT LEXINGTON, NORTH CAROLINA
TPC
F
DRAWN
HEATH AR IN ST, SU INC. 02-0
tEB W. WARREN ST, BURS 300
SHELBY, NORTH CAROLINA 28150 OVED
LICENSE NO. F-1 D35
B EE GRAPHIC
PROJECT W.
21613
SHEET
02-f 18

INSTALL CULVERT INLET
PROTECTION
PER DWG. EC -7
3ENERAL NOTE:
JTILITY LOCATIONS ARE NOT ACCURATE
4LL UTILITY LOCATIONS ARE THE
RESPONSIBILITY OF THE CONTRACTOR.
=0R UTILITY LOCATION MARKS PLEASE
:�ONTACT N.C. ONE -CALL AT 811.
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EX. 6" WATER
INSTALL CULVERT INLET INSTALL EC BLANKET
PROTECTION _I INSTALL EC BLANKET PER DWG. EC -7 PER DWG. EC -5 PER DWG. EC -5
I
1Wner Structure Name ROW .
t
State I SR 1130 (Junior Order Home Rd.) 1 60'
35+00
NEW 8" S T L
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piW31 17 21613
PROJECT
LEXINGTON, NORTH CAROLINA
108 N. WARREN ST, SUITE 300
SHELBY, NORTH CAROLINA 28150
10
01
Z
LICENSE NO.F-1M
03 -1 1S
c
p
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-
-
INSTALL 8• STL PIPEAT IG -1W FROM CL
N
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t�00
UG FIBER NORTH SIDE
r UG CAN NORTH SIDE
TWO UG PHONE NORTH SIDE
T
THREE UG PHONE NORTH SIDE
TWO UG PHONE NORTH SIDE
TWO UG PHONE CONDUITS NORTH SIDE
THREE UG PHONE CONDUITS NORTH SIDE
TWO UG PHONE CONDUITS NORTH SIDE
REVISIONS:
CITY OF LEXINGTON
NATURAL GAS SYSTEM IMPROVEMENTS
OR " 50
90i*
TPC SEE GRAPHIC
S
BELMONT ROAD
CITY OF LEXINGTON NATURAL GAS DEPARTMENT
DATE PROJECT NO.
1
piW31 17 21613
PROJECT
LEXINGTON, NORTH CAROLINA
108 N. WARREN ST, SUITE 300
SHELBY, NORTH CAROLINA 28150
APPROVED S E
LICENSE NO.F-1M
03 -1 1S

INSTALL
EC-3 FENCE {� INSTALL
EC-3
INSTALL SILT FENCE
PER DWG. EC-3
GENERAL NOTE: ._ -.. ry•
UTILITY LOCATIONS ARE NOT ACCURATE.
ALL UTILITY LOCATIONS ARE THE
RESPONSIBILITY OF THE CONTRACTOR. / — "�—� owner structure Name Row
FOR UTILITY LOCATION MARKS PLEASEstate sR 1130 (Junior Order Home Rd.) 60'
CONTACT N.C. ONE-CALL AT 811. state sR3100(Walnut Grove Rd.) 60'
_..,
\ State SR 1131 (Leggett and Platt Rd.) 60' t
N DOT ROW
:
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r W Ek^ 80`00
W_ s• WgTER
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9"OPE r
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INSTALL S STL PIPE AT BACK EDGE OF
INSTALL 8' STL PIPE I INSTALL 8' STL PIPE AT 16' - 18' FROM CL NCDOT ROW BY DIRECTIONAL BORE PER
AT 15'- 1 T FROM CL T DING. *BORE 01' ON PLAN SHEET 15. J
INSTALL 8' STL PIPE AT 16' - 18' FROM CL
PAYMENT PER BID ITEM 3.1.
TWO UG PHONE
CROSSING LEGGETT �• TWO UG PHONE NORTH SIDE
AND PLATT RD
REVISIONS: CITY OF LEXINGTON NATURAL GAS SYSTEM IMPROVEMENTS DRAWNSCBE
TPC SEE GRAPHIC
BELMONT ROAD CITY OF LEXINGTON NATURAL GAS DEPARTMENT NEATH AND ASSOCIATES. INC. DA E 01-31-17 ROIECT NO. 21613
108 W. WARREN ST. SUITE 300
PROJECT LEXINGTON, NORTH CAROLINA SHELBY .NNT CAROLINA28150APPROIEO S"EET 06 -f 18