20170978 Ver 1_401 Application_20170807

Preliminary ORM Data Entry Fields for New Actions
2 0 1 70 9 7 g
SAW — 201 - BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Gastonia City Del 10 Tower 8 Replacement
2. Work Type: Private F7 Institutional ❑ Government ❑ Commercial ❑
3. Project Description / Purpose [PCN Form B3d and 63e]:
Duke Energy Carolinas, LLC intends to relocate and replace a transmission tower and stabilize a
failing stream bank. This is a request for a Preliminary JD and a No Permit Required Letter.
4. Property Owner / Applicant [PCN Form A3 or A41:
Duke Energy Carolinas, LLC
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Eric Mularski, HDR
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
0.1 mile west of the Sunset Drive and Mays Court intersection in Ranlo, Gaston County, NC.
8. Project Location -Tax Parcel ID [PCN Form 131a]: Portions of 196611 and 196952
9. Project Location — County [PCN Form A2b]: Gaston County
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Town Of Ranlo
11. Project Information — Nearest Waterbody [PCN Form 132a]: South Fork Catawba River
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: 03050102 ME
Alli, 0'1 2017
Authorization: Section 10 ❑ Section 404 W1 Section 10 & 404 ❑ DEQ-_ATcRo ESOU
Regulatory Action Type:
❑Standard Permit
Nationwide Permit #
❑ Regional General Permit #
❑✓ Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
❑ Compliance
✓❑ No Permit Required
Revised 20150602

William J. Metcalfe, PWS
526 S. Church Street
Charlotte, NC 28202
Mailing Address:
Mail Code EC09Q
526 South Church Street
Charlotte, NC 28202
o: 980.373.2050
c: 704.620.9170
August 3, 2017
Ms. Catherine Janiczak
U.S. Army Corps of Engineers
Charlotte Regulatory Field Office
8430 University Executive Park Drive, Suite 611
Charlotte, North Carolina 28262
Ms. Karen Higgins
N.C. Department of Environmental Quality — Division of Water Resources
CWA Section 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Subject: Duke Energy — Gastonia City Del 10 Tower 8 Replacement
Preliminary Jurisdictional Determination Request,
No Permit Required Letter Request, and Water Quality Certification 4087
Gaston County, North Carolina
Dear Ms. Janiczak and Ms. Karen Higgins:
Duke Energy Carolinas, LLC (Duke Energy) is requesting a Preliminary Jurisdictional Determination (PJD), a No
Permit Required Letter, and a Water Quality Certification (WQC) No. 4087 for the Gastonia City Del 10 Tower 8
Replacement project (Project) located in Ranlo, Gaston County, North Carolina (Figures 1 and 2). Construction
activities associated with the Project include a transmission tower replacement and relocation, 220 linear feet of
bank stabilization, and 20 linear feet of associated temporary structures. The proposed activities will comply
with all U.S. Army Corps of Engineers (USACE) General Conditions and 2017 Wilmington District Regional
Conditions for Nationwide Permit (NWP) No. 13 (Bank Stabilization) and do not trigger Pre -Construction
Notification (PCN) for NWP No. 13. However, as the proposed activities include greater than 150 linear feet of
bank stabilization with engineered materials, a PCN for WQC No. 4087 is required.
Burton Branch is located within the Project Area and erosion along the east bank of the stream has exposed
one of the footings for transmission Tower 8, which is partially situated within the stream channel. This has
compromised the integrity of the tower and the overhead transmission line. Duke Energy intends to replace and
relocate the tower approximately 97 feet to the north and stabilize the failing eastern bank. Duke Energy
contracted HDR to perform a jurisdictional waters survey within the approximate 1.66 -acre Project Area.
Applicant Name: Duke Energy Carolinas, LLC; Person of Contact (POC) — Mr. Will Metcalfe
Mailing Address: Mail Code EC09Q, 526 S. Church Street, Charlotte, NC 28202
Phone Number of Owner/Applicant: 980-373-2050
Project Location: Approximately 0.1 miles west of the Sunset Dr. and Mays Ct. intersection in Ranlo, Gaston County
Basin: South Fork Catawba (Hydrologic Unit Code [HUC] 03050102)
City: Ranlo
County: Gaston County
Center Decimal Degree Coordinates of Project Area: -81.139926°, 35.292027°
USGS Quadrangle Name: Gastonia North, NC (1993)
Page 1 1

Gastonica City Del 10 Tower 8 Replacement
Request for PJD and No Permit Required Letter
August 3, 2017
Current Land Use
The Project Area is a transmission line right-of-way that consists of a narrow scrub/scrub vegetated buffer along
Burton Branch and regularly mowed grasses (Figure 3). Dominant woody species consist of elderberry
(Sambucus canadensis), red maple (Acer rubrum), Chinese privet (Ligustrum sinense), and sweetgum
(Liquidambar styraciflua). Herbaceous and vine species include greenbriar (Smilax rotundifolia), Japanese
honeysuckle (Lonicera japonica), poison ivy (Toxicodendron radicans), Virginia creeper (Parthenocissus
quinquefolia), kudzu (Pueraria montana), blackberry (Rubus sp.), golden rod (Solidago sp.), fescue (Festuca
rubra), and Bermuda grass (Cynodon dactylon).
According to the Soils Survey of Gaston County (Figure 4), on-site soils consists of Congaree (CoA) and
Pacolet (PaD2) soils (NRCS-USDA 2017). None of the soils within the Project Area are classified as hydric
(Figure 4).
The U.S. Fish and Wildlife Service (USFWS) National Wetlands Inventory (NWI) provides U.S. wetlands data
and analyses tools, which are available to the public (USFWS 2017). A review of the USFWS NWI did not
identify wetlands; however, one (1) stream (Burton Branch) is depicted west of the Project Area, a portion of
which is located within the Project Area (Figure 5). The U.S. Geological Survey (USGS) National Hydrography
Dataset (NHD) provides publicly available digital geospatial datasets that present maps of surface water
networks and watersheds of the U.S. (USGS 2017). A review of the USGS NHD identified one (1) stream
(Burton Branch) adjacent to (west), and within, the Project Area (Figure 5). The Project Area is located within a
Federal Emergency Management Act (FEMA) floodplain (FEMA FIRM Panel 3710356600J) (Figure 5) (FEMA
2017).
Jurisdictional Delineation
On May 30, 2017, HDR environmental scientists reviewed the Project Area for waters of the U.S. under
Sections 404/401 of the Clean Water Act (CWA). Jurisdictional waters of the U.S. were delineated according to
the methodology and guidance described in the U.S. Army Corps of Engineers (USACE) 1987 Wetland
Delineation Manual (USACE 1985), USACE Post-Rapanos guidance, and the 2012 USACE Eastern Mountains
and Piedmont Regional Supplement (USACE 2012, Version 2.0). Streams were classified utilizing the
methodology and guidance provided in Regulatory Guidance Letter (RGL) 05-05 (USACE 2005} and the North
Carolina Division of Water Quality (NCDWQ) Methodology for Identification of Intermittent and Perennial
Streams and Their Origins (NCDWQ 2010, Version 4.11). Jurisdictional waters of the U.S. were flagged in the
field and mapped using a Trimble®Geo7X GPS unit capable of sub -meter accuracy. GPS points were post -
processed utilizing Trimble®GPS Pathfinder Office software.
Results
The results of the on-site field investigation conducted by HDR indicate that there are two (2) jurisdictional
stream channels (Burton Branch [Stream 1] and Stream 2) (Figure 6). The on-site waters drain to, and include,
Burton Branch (HUC 03050102). Burton Branch is classified as Class C Waters by the North Carolina
Department of Environmental Quality — Division of Water Resources (NCDEQ—DWR).
Jurisdictional Features
On-site jurisdictional waters of the U.S. total approximately 296 linear feet (0.042 acres) of jurisdictional stream
channel (Figure 6). A summary of on-site jurisdictional waters is provided in Table 1.
Page 12

Gastonica City Del 10 Tower 8 Replacement
Request for PJD and No Permit Required Letter
August 3, 2017
Relatively Permanent Waters with Perennial Flow
Perennial relatively permanent waters (RPWs) include Stream 1 (Burton Branch), which flows north along the
western edge of the entire length of the Project Area and within the Project Area for approximately 256 linear
feet (Figure 6). Perennial RPW Stream 1 is classified as a riverine, upper perennial feature with an
unconsolidated cobble -gravel bottom (R3UB1) (Cowardin et al. 1979). Stream characteristics indicate strong
continuity of channel bed and bank, weak sinuosity along the thalweg, strong baseflow, strong in -channel
structures, floodplains, strong valley, moderate evidence of stream substrate particle size sorting, and a
moderate presence of macrobenthos and fish. Ordinary High Water Mark (OHWM) indicators observed during
the assessment included: a distinct, natural line impressed on the bank; shelving; matted down, bent, or absent
vegetation; disturbed or washed away leaf litter; sediment deposition; the presence of wrack lines; sediment
sorting; and scour. A Stream Classification Point (SCP1) for Perennial RPW Stream 1 is attached.
Relatively Permanent Waters with Seasonal Flow
Seasonal RPW Stream 2 is located at the southern end of the Project Area and flows west for approximately 40
linear feet before its confluence with Perennial RPW Stream 1 (Burton Branch). Stream characteristics indicate
strong continuity of channel bed and bank, weak sinuosity along the thalweg, strong baseflow, weak in -channel
structures, absent grade control, weak evidence of stream substrate particle size sorting, and an absence of
aquatic fauna. This feature is classified as riverine, intermittent feature with a sand streambed (R4SB4)
(Cowardin et al. 1979). OHWM indicators observed during the assessment included: matted down, bent, or
absent vegetation; leaf litter disturbed or washed away; and scour. A Stream Classification Point (SCP2) for
Seasonal RPW Stream 2 is attached.
Wetlands
No wetlands were identified within the Project Area. A USACE Wetland Determination Data form representative
of non -jurisdictional upland areas is attached (DP1).
Page 13
Streams
Perennial RPW
non section 10 Long Creek
Length: 256 linear feet
Width: 6 feet
Stream 1 35.292119°
-81.140033° _ non -wetland R3UB1
(Burton Branch)
Acres: 0.04 acres
Length: 40 linear feet
Seasonal RPWnon
35.290771'
section 10 Burton
-81.139992° R4SB4
Width: 2.5 feet
Stream 2
- non -wetland Branch
Acres: 0.002 acres
Total Jurisdictional Waters of the U.S.:
Length: 296 linear feet
Acres: 0.042 acres
Relatively Permanent Waters with Perennial Flow
Perennial relatively permanent waters (RPWs) include Stream 1 (Burton Branch), which flows north along the
western edge of the entire length of the Project Area and within the Project Area for approximately 256 linear
feet (Figure 6). Perennial RPW Stream 1 is classified as a riverine, upper perennial feature with an
unconsolidated cobble -gravel bottom (R3UB1) (Cowardin et al. 1979). Stream characteristics indicate strong
continuity of channel bed and bank, weak sinuosity along the thalweg, strong baseflow, strong in -channel
structures, floodplains, strong valley, moderate evidence of stream substrate particle size sorting, and a
moderate presence of macrobenthos and fish. Ordinary High Water Mark (OHWM) indicators observed during
the assessment included: a distinct, natural line impressed on the bank; shelving; matted down, bent, or absent
vegetation; disturbed or washed away leaf litter; sediment deposition; the presence of wrack lines; sediment
sorting; and scour. A Stream Classification Point (SCP1) for Perennial RPW Stream 1 is attached.
Relatively Permanent Waters with Seasonal Flow
Seasonal RPW Stream 2 is located at the southern end of the Project Area and flows west for approximately 40
linear feet before its confluence with Perennial RPW Stream 1 (Burton Branch). Stream characteristics indicate
strong continuity of channel bed and bank, weak sinuosity along the thalweg, strong baseflow, weak in -channel
structures, absent grade control, weak evidence of stream substrate particle size sorting, and an absence of
aquatic fauna. This feature is classified as riverine, intermittent feature with a sand streambed (R4SB4)
(Cowardin et al. 1979). OHWM indicators observed during the assessment included: matted down, bent, or
absent vegetation; leaf litter disturbed or washed away; and scour. A Stream Classification Point (SCP2) for
Seasonal RPW Stream 2 is attached.
Wetlands
No wetlands were identified within the Project Area. A USACE Wetland Determination Data form representative
of non -jurisdictional upland areas is attached (DP1).
Page 13

Gastonica City Del 10 Tower 8 Replacement
Request for PJD and No Permit Required Letter
August 3, 2017
Agency Correspondence
Cultural Resources
The National Park Service National Register of Historic Places (NRNP) GIS Public Dataset and the NC Historic
Preservation Office (NCHPO) HPOWEB GIS Web Service were reviewed. These sources revealed there are no
known cultural resources, historic structures, or historic districts located within the Project Area. Archaeological
data were not included as part of the NCHPO GIS services and were not assessed as part of this study.
Correspondence was sent to the NCHPO on July 14, 2017 requesting information on cultural resources that
may be impacted by the proposed Project. As of the date of this submittal, a response from NCHPO has yet to
be received.
Federally Protected Species
HDR obtained and reviewed a list of federally protected species for Gaston County from the U.S. Fish and
Wildlife Service's (USFWS) website (https://www.fws.gov/raleigh/species/cntylist/gaston.html), which was last
updated on April 28, 2017. As the Project Area is a maintained transmission right-of-way consisting of mowed
grasses and dense scrub/shrub areas, there is no habitat present for any of the federally -listed species (Table
2). Correspondence was sent to USFWS on July 14, 2017 requesting concurrence for federally protected
species that may be impacted by the proposed Project. As of the date of this submittal, a response from
USFWS has yet to be received. Table 2 summarizes the species under federal protection in Gaston County.
Table 2. Federally Protected Species for Gaston County, North Carolina
Common Name Scientific Name Federal ' Record
Designation' Status
Vertebrates
Bald eagle Haliaeetus leucocephalus BGEPA Current
Bog turtle Glyptemys muhlenbergii T (S/A) Current
Northern long-eared bat Myotis septentrionalis T Probable/Potential
Vascular Plants
Dwarf -flowered heartleaf Hexastylis naniflora T Current
Georgia aster Symphyotrichum georgianum C Current
Schweinitz's sunflower Helianthus schweinitzii E Current
' BGEPA = Bald and Golden Eagle Protection Act. Federally protected under the Bald and Golden Eagle Protection Act.
T (SIA) = Threatened due to similarity of appearance. A taxon "threatened due to similarity of appearance with another listed species and is listed for its protection."
C = Candidate. A taxon "under consideration for official listing for which there is sufficient information to support listing."
T - Threatened. A taxon 'likely to become endangered within the foreseeable future throughout all or a significant portion of its range."
E = Endangered. A taxon 'in danger of extinction throughout all or a significant portion of its range."
s Current = The species has been observed in the county within the last 50 years.
Probable/Potential = The species is considered likely to occur in this county based on proximity of known records (in adjacent counties), the presence of potentially suitable habitat, or
both.
HDR also queried the North Carolina Natural Heritage Program (NCNHP) Data Explorer database for protected
species Element Occurrence distribution and proximity to the Project Area (Project Report [NCNHDE-3595]).
The query revealed that no known occurrences of federally protected species or critical habitat have been
documented within a one -mile radius of the Project Area.
Additionally, the Standard Local Operating Procedures for Endangered Species (SLOPES) for the northern
long-eared bat (NLEB) as outlined in the Nationwide Permit Final 2017 Regional Condition 3.13 for NLEB —
Endangered Species Act Compliance were reviewed (USACE 2017). The Project meets criteria for the 4(d) rule
and is exempt because:
• The Project Area is more than 0.25 miles away from HUCs with documented hibernacula;
Page,4

Gastonica City Del 10 Tower 8 Replacement
Request for PJD and No Permit Required Letter
August 3, 2017
• The Project does not include bridge removal or maintenance; and
• No trees will be removed or cleared.
The proposed Project is not anticipated to have an effect on any federally protected species.
Nationwide Permit No. 13 (Non -Notifying)
The purpose of the Project is to replace and relocate an existing light-duty steel (LDS) transmission tower
(Tower 8). Scour in the adjacent stream channel has caused significant erosion to the east bank of Burton
Branch, exposing a tower footing. The footing is located in the stream channel such that water flows around the
footing (Photograph 3); therefore, bank erosion and channel scour are compromising the integrity of the tower
and overhead transmission line. After the tower is relocated, the failing bank (Photograph 4) will be stabilized in
accordance with NWP No. 13 for Bank Stabilization. The proposed Project will not incur any permanent impacts
and does not require a PCN, but does require a WQC No. 4087. All of the 2017 General and Regional
Conditions are met, including the following:
• Less than 500 linear feet of stabilization along stream bank;
• Does not exceed one cubic yard per running foot below the OHWM;
• Does not involve discharge of material into special aquatic sites or wetlands;
• Complies with applicable FEMA requirements;
• Proper sediment and erosion control methods will be employed;
• Riprap material placed on the bank and toe of slope will be keyed in to maintain original bank contours;
• Temporary structures necessary for bank stabilization work will be removed once construction is
complete and affected areas will be returned to pre -construction contours; and
• No impacts to cultural resources or federally protected species are anticipated.
Bank Stabilization Plan
Tower 8 will be replaced and relocated approximately 97 feet northward, within Duke Energy's right-of-way
(Figure 7). No impacts to jurisdictional features will result from the tower relocation. Once removed, the failing
bank will be laid back at a 2:1 (horizontal to vertical) slope until it is tied into the existing grade at top of bank,
and stabilized using a combination of riprap toe protection and bioengineering techniques such as live staking.
The bank at this location received a Bank Erosion Hazard Index (BEHI, attached) rating of Very High, signifying
the need for stabilization (Rosgen 2001).
Temporary impacts associated with the bank stabilization plan total 240 linear feet and include 220 linear feet of
riprap toe protection keyed into the original grade, 12 linear feet of impervious dikes for a clean water pump -
around, 4 linear feet for a dewatering outfall, and 4 linear feet for a sediment removal device (Figure 7). To
comply with WQC No. 4087, the impervious dikes, dewatering outfall, and sediment removal device are
necessary for working under dry conditions and proper sediment and erosion control (Construction Planset,
attached).
Less than one cubic yard of riprap per running foot below the OHWM will be placed at the toe of the slope (i.e.,
bank) for protection. After the bank is laid back at a 2:1 slope, riprap will be keyed into existing grades at the toe
of the slope and will extend up the bank approximately five (5) feet. No permanent loss of streambed will occur.
Page 15

Gastonica City Del 10 Tower 8 Replacement
Request for PJD and No Permit Required Letter
August 3, 2017
Biodegradable, coconut matting with a native riparian seed mix will be used to stabilize the banks above the
riprap toe protection once grading is complete. Silky dogwood (Cornus amomum) and elderberry (Sambucus
canadensis) will be used as live stakes to establish native woody species on the newly graded and matted bank
above the riprap toe protection (Construction Planset, attached).
A summary of the temporary impacts associated with this project are summarized in Table 3.
Table 3. Summary of temporary impacts to on-site jurisdictional waters of the U.S.
Impact Temporary/Permanent Impact (linear feet)
Feature Name Type of
Bank Stabilization
Temporary
220
Perennial RPW Stream 1 Impervious Dike (2)
Temporary
8
(Burton Branch) Dewatering Outfall (1)
Temporary
4
Sediment Removal Device (1)
Temporary
4
Seasonal RPW Stream 2 Impervious Dike (1)
Temporary
4
Total Temporary Stream Impacts:
240
We are hereby requesting a PJD, a No Permit Required letter documenting the proposed Project as a non -
notifying Section 404 NWP No. 13, and a CWA Section 401 Water Quality Certification No. 4087. If you have
any questions or require additional information after your review of the enclosed materials, please contact me at
[phone] or William Metcalfe(aDduke-energy.com.
Respectfully,
Will Metcalfe, PWS, PMP
Senior Transmission Permitting Specialist
Attachments: Figure 1. Project Location
Figure 2. USGS Topographic Quadrangle
Figure 3. Aerial Imagery
Figure 4. NRCS Soils Survey of Gaston County
Figure 5. USGS National Hydrography Dataset, USFWS National Wetland Inventory,
and FEMA Floodplains
Figure 6. Delineated Waters of the U.S.
Figure 7. Temporary Impacts to On -Site Jurisdictional Waters of the U.S.
Request for Corps Jurisdictional Determination (JD)
Preliminary Jurisdictional Determination Form
Pre -Construction Notification for WQC No. 4087
USACE Wetland Determination Data Form (DP1)
Stream Classification Points (SCP1-2)
Bank Erosion Hazard Index (BEHI)
NCNHP Data Explorer Project Report [NCNHDE-3595]
Representative Site Photographs
Construction Planset
Parcel Ownership
Page 16

Gastonica City Del 10 Tower 8 Replacement
Request for PJD and No Permit Required Letter
August 3, 2017
References
Cowardin, L.M., Carter, V., Golet, F.C., and LaRoe, E.T. 1979. Classification of Wetlands and Deepwater
Habitats of the United States. U.S. Fish and Wildlife Service, Washington, D.C. Environmental
Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. U.S. Army Engineer
Waterways Experiment Station, Vicksburg, Miss. Technical Report Y-87-1. 207 p.
Federal Emergency Management Agency (FEMA). 2017. Special Flood Hazard Area
Definition/Description. Online [URL]: (httl3://www.fema.gov/special-flood-hazard-area) (Accessed:
June 2017).
North Carolina Division of Water Quality (NCDWQ). 2010. Methodology for Identification of Intermittent
and Perennial Streams and Their Origins (Version 4.11).
Rosgen, D.L. 2001. A Practical Method of Computing Streambank Erosion Rate.
Proceedings of the Seventh Federal Interagency Sedimentation Conference, Vol. 2, pp. II - 9-15,
March 25-29, 2001, Reno, NV. Available on the Wildland Hydrology website:
(http://www.wiIdlandhydrology.com/html/references .html)
Natural Resources Conservation Service, United States Department of Agriculture (NRCS-USDA). Web
Soil Survey. Online [URL]: (http://websoilsurvey.nres.usda.gov/) (Accessed June 2017).
U.S. Army Corps of Engineers (USACE). 2017. Final 2017 Regional Conditions for Nationwide Permit No.
13. March 2017. Online [URL]: (http://saw-reg.usace.army.mil/NWP2017/2017NWP13.pdf)
2012. Regional Supplement of the Corps of Engineers Wetland Delineation Manual: Eastern
Mountains and Piedmont Region (Version 2.0). U.S. Vicksburg, Mississippi. April 2012. Online
[URL]:
(http://www.usace.army.miI/Portals/2/docs/civilworks/regulatory/reg supp/EMP Piedmont v2b.pdf)
2005. Regulatory Guidance Letter (RGL) No. 05-05: Ordinary High Water Mark Identification.
December 2005. Online [URL]: (htti)://www.usace.army.miI/Portals/2/docs/civilworks/RGLS/rg105-
05.1)d )
. 1987. Wetland Delineation Manual. Vicksburg, MS.
U.S. Fish and Wildlife Service (USFWS). 2017. National Wetlands Inventory. March 2017. Online [URL]:
(https://www.fws.gov/wetlands/) (Accessed: June 2017).
U.S. Geological Survey (USGS). 2017. National Hydrography Dataset. Online [URL]: (http://nhd.usgs.clov/)
(Accessed June 2017).
USGS Topographic maps (1:24,000 -scale); Gastonia North, NC (1993)
"age 7

LEGEND
= Project Area
DATA SOURCE: Esn. OpenStreetMap
contnbotorsand the GIS User Commurity
0 Miles
C ..JI<t•�
le r
4 F zo
Lr
C
Z
-�•]51•i llla
c>
Sunset Drive
IMays Court
L l "epi E' I I
se�a�oi Marshall Arth
Name: Gastonia City Del 10 Tower 8 Replacement
Applicant: Duke Energy Carolinas, LLC
Location: 0.1 miles west of the Sunset Drive and
Mays Court intersection, Ranlo,
Gaston County, NC
t. Gaston County PID #: Portions of 196952
and 196611
Date: 7/21/2017
Gaston County, Project Area: 1.66 acres
North Carolina Center Coordinates: -81.139926°, 35.292027°
SAW #:
F)�
( DUKE GASTONIA CITY DEL 10 TOWER 8 REPLACEMENT
°V° ENERGY. PROJECT LOCATION
FIGURE 1
RATH: Q-OJEOTS-KE ENEROP10-771 OASTONIA TOwE-M-01 CASTON-ELIO-0JLoc. MXD USER. KTHAMES - DATE. 7127,2017 JURISDICTIONAL DETERMINATION AND NO PERMIT REQUIRED

r
LEGEND
Project Area e . ¢5 r: ` 1�,.
USGS Topographic
+ • �✓ /
Quadrangles
DATA SOURCE: USGS Topo Quadrangles — - jpT •_' { fat* a•-J+
Gastonia North. NC (1993) and Mount Holly,_"
NC (1993)
i
t 0 Feet 2,000 t1�.Q3-_, Serwagc
19*
r
w\ , P
VIA
_ _-
�� f i re
Y
r Sunset Drive `
f
Raj
MOUNT HOLLY
r/
GASTONIA
* t/ NORTH;
a~:
17
uoo
t,
b
77
r
s Ranlo:
} r -
7r f` #, - Name: Gastonia City Del 10 Tower 8 Replacement
Applicant: Duke Energy Carolinas, LLC \
!� L, Location: 0.1 miles west of the Sunset Drive and
`, Mays Court intersection, Ranlo,
!-- Gaston County, NC
`t Gaston County PID #: Portions of 196952
and 196611
•��, s Date: 7/21/2017
Project Area: 1.66 acres
-81.139926°, 35-292027°
11 Center Coordinates: ;
K: 1 SAW #:
•.
� i1 . •.:111 N,n T�o.r.t � ir I f" . •'.�` .`
GASTONIA CITY DEL 10 TOWER 8 REPLACEMENT
DUKE
USGS TOPOGRAPHIC QUADRANGLES
FIGURE 2
PATH. Q.�PRwECTSZKEEry Tuaom ory A Tow a xo oz_an To oE_•0 sGS Mx❑ �JSER KTHAMES - DATE 1-017 JURISDICTIONAL DETERMINATION AND NO PERMIT REQUIRED

LEGEND
Project Area
Gaston County Parcels
Existing Transmission
Towers
New Tower Location
DATA SOURCE: USGS Aenal Imagery (2017) and W,
http N✓ bing.com/maps
0 Feet 200
Im
N.
•
11
'4
4'o
PID: 196611
-
0
966-
New Tower 8 location
Existing Tower 8 location
(to be relocated and replacev
a
Name: Gastonia City Del 10 Tower 8 Replacement
Applicant: Duke Energy Carolinas, LLC
Location: 0.1 miles west of the Sunset Drive and
Mays Court intersection, Ranlo,
Gaston County, NC
Gaston County PID #: Portions of 196952
Tower 9and 196611
Date: 7/27/2017
Project Area: 1.66 acres
Center Coordinates: -81.139926', 35.292027'
SAW #:
too* DUKE GASTONIA CITY DEL 10 TOWER 8 REPLACEMENT
FN'V'ENERGY, AERIAL IMAGERY
FIGURE 3
PATH Q1PROJECTSIDUKE-ENERG�ION0771-GASTONIA_TOWERB%MX�0J-GASTCNMDEL'O_AERIALMXD USER KTHAMES � DATE 712712017 JURISDICTIONAL DETERMINATION AND NO PERMIT REQUIRED

— 11
LEGEND
Project Area
Soil Map Units
DATA SOURCE: NRCS Soils Survey of Gaston
Court, SC;2016) USGS Aerial imagery 2017)
and httP (wwwbing com/maps IiA
DISCLAIMER: NO HYDRIC SOILS OCCUR
WITHIN THE EXTENT OF THIS FIGURE.
A
0 Feet 500
.Fr
K
MV
-
01Nr
roi,
A j r
r
-AWL
.
0 C n -Site Soils
ally flood ed
CoA Congaree loam, 0-2% slopes, occasionally flooded
d r te eroded
Pacolet sandy clay loam, 8-15% slopes, moderately ero
PaD2 ded
Name: Gastonia City Del 10 Tower 8 Replacement
Applicant: Duke Energy Carolinas, LLC
Fi
Location: 0.1 miles west of the Sunset Drive and
Mays Court intersection, Ranlo,
Gaston County, NC
Gaston County PID #: Portions of 196952
and 196611
Date: 7/20/2017
Project Area: 1.66 acres
Center Coordinates: -81.139926o, 35.292027o
SAW #:
r-- 4:1 I UJ
GASTONIA CITY DEL 10 TOWER 8 REPLACEMENT
DUKE
�'� %+� V ENERGY.
NRCS SOILS SURVEY OF GASTON COUNTY
FIGURE 4
QOPROJECTSIDUKE_ENERGvION0771-GASTONIA_TOWERB�MXDkU-GASTDNAOEL10-%RCSSOILSMXD
USER KTHA-S OATS- —12017 JURISDICTIONAL DETERMINATION AND NO PERMIT REQUIRED

LEGEND
Project Area
FEMA FIRM Panels
USGS NationalI
Hydrography Dataset
USFWS National
Wetland Inventory
100 -Year Floodplain
DATA SOURCE: USGS National ^ydrograpny
Dataset (2017), USFWS National Wetland Inventory
(2017). FEMA Map Service Center,
AIational Flood '
Hazard Layer. http/www bing. Dorn/maps '>
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EL
Name: Gastonia City Del 10 Tower 8 Replacement ,y
Applicant: Duke Energy Carolinas, LLC
Location: 0.1 miles west of the Sunset Drive and '
Mays Court intersection, Ranlo,
Gaston County, NC
Gaston County PID #: Portions of 196952 A-4 1OCZCZ11
1 DUKE GASTONIA CITY DEL 10 TOWER 8 REPLACEMENT
01V' ENERGY, USGS NATIONAL HYDROGRAPHY DATASET AND USFWS
M ,• ^,k NATIONAL WETLAND INVENTORY
FIGURE 5
anTN: Q:1FROAECTS-KE ENER-1 DDADm GASTONIA To--M-135_GAS TON ADEL m NWI—D - USER. KTHAMES DATE. rm1:an JURISDICTIONAL DETERMINATION AND NO PERMIT REQUIRED

Perennial RPW Stream 1 �.
LEGEND (Burton Branch)
50 linear feet on-site
Project Area
��. ..
Photographs 4
® Upland Data Point
_ . al► r e �,,l,_
Existing Transmission :. Tower 7
Towers �}
..:
,,, �•
New Tower Location
TPerennial RPW
IF, WWA
- - Seasonal RPW +°
1! p
DATA SOURCE: Esn. OpenStreetMap s ,... �.�
contributors, and the GIS User Community �« !
GPS olnts were collected Using Tnmbie Geo7X "=
P 9 . .e f +t 1%.• )
and post -processed
0 Feet 150 i
( �
ON,
i New Tower 8 location
Existing Tower 8 location
(to be relocated and replaced)
ra ;fi t
Perennial RPW Stream 1
(Burton Branch)
, 206 linear feet on-site j
OL
A
.135
,* -
I 0 Feet 50
�l
t
Seasonal RPW Stream 2
(Trib to Burton Branch)
d
40 linear feet
Gastonia City Del 10 Tower 8 Replacement
Jurisdictional Features
Name:
Estimated
Applicant: Duke Energy Carolinas, LLC
Latitude
Longitude
Type of
Cowat
Receiving
Amount of
Location: 0.1 miles west of the Sunset Drive and
Nam
Feature Na
(decimal
(decimal
Aquatic
Classification
Water
Aquatic
degrees)
degrees)
Resource
Resource in
Mays Court intersection, Ranlo,
Streams
Review Area
Gaston County, NC
JI
Perennial RPW
10
Length. 256 feet
Gaston County PID #: Portions of 196952
Stream 1
35.292119 -81
140033'
non section -
tl
non -wetland
R3UB1
Long Creek
Width: 6 feet
and 196611
(Burton Branch)
Acres. 0.04 as
Seasonal RPW-non
section '0 -
Burton
Length: 40 feet
Date: 7/27/2017
Stream 2
35 290771 -81.139992non-wetland
R4SB4
Branch
Width. 2.5 feet
Acres. 0.002 ac.
Project Area: 1.66 acres
Center Coordinates: -81.139926', 35.292027'
Total Jurisdictional Waters ofthe U.S.:
Length: 296If
Ares: 0.042 ac.
SAW #:
! .'.1mu" , t A, V& Ver' iar
GASTONIA CITY DEL 10 TOWER 8 REPLACEMENT
DUKE
F)lIf.,
'C '
DELINEATED WATERS OF THE U.S.
ENERGY
FIGURE 6
PATH: O]PROJEOTSIDUKE ENERGnTmwm GASTONIA TOWERB%M%�OS DASTONUDELm -�D.MxD - USER KTHAMEE - DATE. 7,7712017
JURISDICTIONAL DETERMINATION AND NO PERMIT REQUIRED

N? I
SILT FENCE --
PROVIDE TEMP DIP UNDER STONE
PUMP HOSE
nOUTLET O
SEE DETAIL 041PED1 APPROACH FOR TEMP
IMPERVIO DIKE
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—
Ow L
ro
TEMPORARY STOCKPILE
�� r_i��� 69 BEE DETAIL 07IPED1
Z s -_
=wL
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SEED LSH EET
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TEMPORARY STABILIZED OUTLET
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4 linear feet (impervious dike, temporary)
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/
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i ���,��.�.�, i•� ZONE AE -
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-
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- - - - _ - _ - - -
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\
- - - - --
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_ //
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G 105
T-8 STA: 42+96.85
\
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/
WATTLES ADJACENT TO STREAM
-
-
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/ - MCCARTER &
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/' I
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SEED LSH EET
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220 linear feet (bank stabilization, temporary)
I
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1 I
TEMPORARY STABILIZED OUTLET
c
SEE DETAIL SHEET PED2
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7
SEDIMENT REMOVAL ICE
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HDR Engineering Inc.
Itto Carolinas
440 S. Church SL Sulb 1000
Charlotte, NC 28202-2075
104.331.6700
NCfi ELS Lceme Numbs Flltte
30 0 30 60
SCALE IN FEET
LEGEND
—___— C/L
-__—__- ROTI
PROPERTY LINE
100 YEAR FLOODPLAIN
- ------ STREAM CENTERLINE
-F SIF - SILT FENCE
PROPOSED MATTED ACCESS ROAD
SEE DETAIL 02/PEDI
Tor, LIMITS OF DISTURBANCE
ra EXISTING TOP OF BANK
rnE EXISTING TOE OF BANK
EXISTING TREE LINE
RIP RAP
O Pp CLEAN WATER PUMP AROUND
OPN DEWATERING PUMP
— WATER ROUTING HOSE
___._.-_ PROPOSED WATTLES
NOTES
1. SEE SHEET PEN FOR GENERAL NOTES,
EROSION CONTROL NOTES. CONSTRUCTION
SEQUENCE AND SEEDBED PREPARATION.
2. INSTALL IMPERVIOUS DIKE IN INTERMITTENT
STREAM. IF WATER IS PRESENT, PROVIDE
ADDITIONAL PUMP AND TEMPORARY HOSE
FOR PUMP -AROUND.
EROSION CONTROL PLAN
CASTONIA CITY DEL NO 10 100AV
Figure 7. Temporary Impacts to On -Site Jurisdictional Waters of the U.S.
Perennial Stream 1 (Burton Branch)
IMPERVIO DIKE
PE02 SEE TAIL SHEETS PED
Breech)
e
4linear feet (temporary stabilized outlet)
SEED LSH EET
perennial Stream 1 (Burton
220 linear feet (bank stabilization, temporary)
Perennial Stream 1 (Burton Branch)
4linear feet (impervious dike, temporary)
1 I
device)
Perennial Stream 1 (Burton Branch)
4 linear feet (impervious dike, temporary)
Perennial Stream 1 (Burton Branch)
4 linear feet (temporary sediment removal
%
�/ Table 3. Summary of temporary impacts to on-site jurisdictional waters of the U.S.
-ZONE
-
i I
�'�,
_ _
ee �,� �- - - - -
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/
PO 10% 1007
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EROSION CONTROL PLAN
CASTONIA CITY DEL NO 10 100AV
Figure 7. Temporary Impacts to On -Site Jurisdictional Waters of the U.S.

Jurisdictional Determination Request
US Army Corps
of Engineers
Wilmington DIStIld
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http•//www saw usace.army.mil/Missions/ReaulatoryPermitProgram.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 0.1 miles west of the Sunset Drive and Mays Court intersection
City, State: Ranlo, North Carolina
County: Gaston County
Directions: From Charlotte, take 85 S. and take exit 20 for New Hope Road and take a right. Travel 2.2 miles and veer right
onto Auten Rd. Take a right onto Powerline Drive, then a right onto Sunset. Destination in .2 miles on right.
Parcel Index Number(s) (PIN): Portions of 3566-18-5348 and 3566-17-4525
B. REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address
i:
Duke Energy Carolinas, LLC; POC: Mr. Will Metcalfe
Mail Code EC090, 546 S. Church Street, Charlotte, NC 28202
980-373-2050
William. [e-mail]
Select one:
❑ I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultant2
❑ Interested Buyer or Under Contract to Purchase
✓❑ Other, please explain.
Environmental and permitting services point of contact for the Duke Energy -owned
transmission right-of-way
C. PROPERTY OWNER INFORMATION
Name: Duke Energy Carolinas, LLC; POC: Mr. Will Metcalfe
Mailing Address: Mail Code EC09Q, 546 S. Church Street
Charlotte, NC 28202
Telephone Number: 980-373-2050
Electronic Mail AddreSS3: [e-mail]
❑✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 if available
2 Must attach completed Agent Authorization Form
3 if available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION'
1. the undersigned. a duly authorized owner of record of -the property properties identified herein.
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and or Section 10 of the Rivers and Harbors Act of
1899.
_� �. __tet 3 l �_
Property Owne (please print) Date
Pr O ner Signature
F JURISDICTIONAL DETERMINATION TYPE
Select One:
F4I am requesting that the Corps pro% ide a preliminary JD for the property identified herein.
This request does include a delineation.
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
I am requesting that the Corps investigate the property project area for the presence or
absence of WoUS� and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
F1I am requesting that the Corps delineate the boundaries of all WoUS on a property project
area and provide an approved JD (this may or may not include a survey plat).
1 am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property project area and provide an approved JD (may or may not
include a survey plat).
For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E
Waters of the United States
Version: December 2013 Page 4

Jurisdictional Determination Request
F. ALL REQUESTS
✓❑ Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
Size of Property or Project Area 1.66
acres
III verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
Completed and signed Preliminary Jurisdictional Determination Formb.
Project Coordinates: 35.292027° Latitude -81.139926° Longitude
Maps (no larger than 1 Ix17) with Project Boundary Overlay:
❑✓ Large and small scale maps that depict, at minimum: streets, intersections, towns
7 Aerial Photography of the project area
❑✓ USGS Topographic Map
❑✓ Soil Survey Map
❑✓ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets8
✓❑
1791
Upland Data Sheets
Landscape Photos, if taken
Tributaries:
❑ USACE Assessment Forms
❑✓ Other Assessment Forms
(when appropriate)
Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude Longitude
Maps (no larger than 11 x 17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
http://www usace army mil/Missions/Civilworks/RegulatoryProgramandPermits/res supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://Portal.ncdenr.org/c/document library/set file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
http•//www saw usace army mil/Portals/59/docs/regulatory/publicnotices/2013/NCSAM Draft User Manual 130318.pdf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets9
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 7

Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard-
copy submittals include at least one original Plat (to scale) that is no larger than 11"x17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11 "x17", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
Must be sealed and signed by a licensed professional land surveyor
❑ Must be to scale (all maps must include both a graphic scale and a verbal scale)
❑ Must be legible
Must include a North Arrow, Scale(s), Title, Property Information
❑ Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
❑ Must clearly depict surveyed property or project boundaries
❑ Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version: December 2013 Page 8

jurisdictional Determination Request
1-1 When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
Must include the location of wetland data points and/or tributary assessment
reaches
Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non -
jurisdictional waters"). NOTE: An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
F] Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WoUS
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
When the entire actual Jurisdictional Boundary is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
❑ When uplands may be present within a depicted Jurisdictional Boundary:
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
Version: December 2013 Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
be at sub -meter accuracy at each survey point.
include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
❑ include a brief description of the GPS equipment utilized.
Version: December 2013 Page 11

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
A. REPORT COMPLETION DATE FOR PJD: 20 July 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Mr Will Metcalfe (Duke Energy Carolinas, LLC), Mail Code EC°90,5265 Chinch Street, ChaAoRe, N°28202
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Charlotte Field Office, Wilmington District
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Gaston County City: Ranlo
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.2920270 Long.: -81.139926°
Universal Transverse Mercator: NAD83
Name of nearest waterbody: Burton Branch
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑■ Field Determination. Date(s): 30 May 2017
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
P.rmn-1 RPW S-arn1
0
35.292119°
-81.140033°
256 linear feet
non -wetland
Section 404, non section 10
See—IRPWSna-2
35.2907710
-81.1399920
40 linear feet
non -wetland
Section 404, non section 10

1)
2)
The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be" waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file Appropriately reference sources
below where indicated for all checked items
C Maps, plans, plots or plat submitted by or on behalf of the PJD requestor
Map:Project Location USGS Aerial Imagery Soils NWI and FEMA and JD maps
Data sheets prepared/submitted by or on behalf of the PJD requester
❑ Office concurs with data sheets/delineation report
❑ Office does not concur with data sheets/delineation report Rationale
❑ Data sheets prepared by the Corps
❑ Corps navigable waters study
❑ U.S. Geological Survey Hydrologic Atlas:
0 USGS NHD data.
❑ USGS 8 and 12 digit HUC maps
0 U S Geological Survey map(s). Cite scale & quad name
1:24 000 -scale Gastonia North, NC (1993)
Al Natural Resources Conservation Service Soil Survey Citation. NRCS Soils Survey of Gaston County (2016)
National wetlands inventory map(s). Cite name. USFWS NWI (2017)
❑ State/local wetland inventory map(s):
0 FEMA/FIRM maps: FEMA Map Service Center National Flood Hazard Layer (2017)
❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
Q Photographs: 0 Aerial (Name & Date) USGS Aerial Imagery (2017)
or ❑j Other (Name & Date) site photographs taken 30 May 2017
❑ Previous determination (s). File no and date of response letter
❑ Other information (please specify)
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
Sign r and to of
peo equesting PJD
( IRED, unless obtaining
the signature is impracticable)'
Districts may establish timeframes for requestor to return signed PJD forms If the requestor does not respond
within the established time frame the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action

O�O� W A T eq�G
> y
o �
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form - Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
N Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NW P) number: 13 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
N 401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes N No
For the record only for Corps Permit:
N Yes ❑ No
If.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letterfrom mitigation bank or in -lieu
fee program.
❑ Yes ® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes N No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes N No
2.
Project Information
2a.
Name of project:
Gastonia City Del 10 Tower 8 Replacement
2b.
County:
Gaston County
2c.
Nearest municipality / town:
Town of Ranlo
2d. Subdivision name:
n/a
2e.
NCDOT only, T.I.P. or state project no:
n/a
3.
Owner Information
3a.
Name(s) on Recorded Deed:
1. James and Marion Rhyne (PID: 196952) and 2. Christopher and Mendie Kelly (PID: 19661)
3b.
Deed Book and Page No.
1. 1170/0504 and 2. 3855/0232
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
1. 1701 Auten Rd. and 2. 1017 Mays Ct.
3e.
City, state, zip:
1. Gastonia, NC, 28052 and 2. Gastonia, NC 28054
3f.
Telephone no.:
3g. Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form - Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Environmental and permitting services point of contact
for the Duke Energy-owned transmission right-of-way.
4b.
Name:
Mr. Will Metcalfe
4c.
Business name
(if applicable):
Duke Energy Carolinas, LLC
4d.
Street address:
Mail Code ECO90, 526 S. Church Street
4e.
City, state, zip:
Charlotte, NC 28202
4f.
Telephone no.:
80-373-2050
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Eric Mularski
5b.
Business name
(if applicable):
HDR
5c.
Street address:
440 S. Church Street, Suite 900
5d.
City, state, zip:
Charlotte, NC, 28202
5e.
Telephone no.:
04-973-6878
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Portions of PID #s 196952 and 196611
1 b. Site coordinates (in decimal degrees):
Latitude: 35.292027° Longitude: -81.139926°
1c. Property size:
1.66 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Burton Branch
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
South Fork Catawba (HUC 03050102)
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 Project Area is a transmission line right-of-way that consists of a narrow scrub/scrub vegetated buffer along Burton Branch
and regularly mowed grasses (Figure 3). Dominant woody species consist of elderberry (Sambucus canadensis), red maple (Acer
rubrum), Chinese privet (Ligustrum sinense), and sweetgum (Liquidambar styraciflua). Herbaceous and vine species include
greenbriar (Smilax rotundifolia), Japanese honeysuckle (Lonicera japonica), poison ivy (Toxicodendron radicans), Virginia creeper
(Parthenocissus quinquefolia), kudzu (Pueraria montana), blackberry (Rubus sp.), golden rod (Solidago sp.), fescue (Festuca
rubra), and Bermuda grass (Cynodon dactylon).
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 246 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to replace and relocated a transmission tower and stabilize a failing stream bank.
3e. Describe the overall project in detail, including the type of equipment to be used:
A portion of Burton Branch is located within the Project Area and erosion along the east bank of the stream has exposed one of the
footings for transmission Tower 8, which is partially situated within the stream channel. This has compromised the integrity of the
tower and the overhead transmission line. Duke Energy intends to replace and relocate the tower approximately 97 feet to the
north and stabilize the failing eastern bank.
Typical construction equipment such as track hoes and excavators will be used during construction.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
❑ Yes ® No M Unknown
Corps or State been requested or obtained for this property /
project(including all prior phases in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
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 Z No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
ayc v vv
PCN Form — Version 1.4 January 2009

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
❑ Wetlands N 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.
Wetland impact
number
Permanent (P) or
Tempora T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f. Area
of
impact
(acres)
W1
_
Choose One
Choose One
Yes/No
-
W2
_
Choose One
Choose One
Yes/No
-
W3
_
Choose One
Choose One
Yes/No
-
W4
_
Choose One
Choose One
Yes/No
-
W5
_
Choose One
Choose One
Yes/No
-
W6
-
Choose One
Choose One
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c. 3d.
Stream name Perennial (PER) or
intermittent (I NT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
P
Stabilization
Stream 1 PER
Corps
6
220
S2
T
Impervious Dike
Stream 1 INT
Corps
6
8
S3
T
Dewatering Outfall
Stream 1 INT
Corps
6
4
S4
T
Sediment Removal Device
Stream 1 INT
Corps
6
4
S5
T
Impervious Dike
Stream 2 INT
Corps
2.5
4
S6
_
Choose One
-
-
3h. Total stream and tributary impacts
240 If
3i. Comments:
Page 5 of 10
PCN Form — Version 1.4 January 2009

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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Tempora T
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
-
Choose One
Choose
O2
-
Choose One
Choose
03
-
Choose One
Choose
04
-
Choose One
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled Excavated Flooded
Filled
Excavated
P1
Choose One
P2
Choose One
5f. Total:
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. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
-
Yes/No
B2
-
Yes/No
B3
-
Yes/No
B4
-
Yes/No
B5
-
Yes/No
B6
-
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

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.
II impacts are temporary. To comply with WQC No. 4087, the impervious dikes, dewatering outfall, and sediment removal device
are necessary for working under dry conditions and proper sediment and erosion control.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Riprap toe protection keyed into the original grade, impervious dikes for a clean water pump -around, a dewatering outfall, and a
sediment removal device will help erosion impacts to the channel.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes N No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
ElPayment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose One
Type: Choose One
Type: Choose One
Quantity:
Quantity:
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: Choose One
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.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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?
❑ 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:
Page 7 of 10

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
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
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 0 No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This project does not include impervious surface construction and limits of disturbance are less than 1 acre.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
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
❑ USMP
❑ 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
4a.
Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ HQW❑ ORW
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
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 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
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
letter.)
❑ Yes
❑ No
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 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
Z 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.
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.
n/a
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or I (�
habitat? Yes ®No
9SpeciesI 19 Yes {J No
Sb Have you checked with the USFWS concerning Endangered Act
impacts I
5c If yes. indicate the USFWS Field Office you have contacted Asheville
I
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCNHP Data explorer was reviewed and a letter of concurrence was sent to the USFWS Asheville Field Office. As of the
date of this submittal a response has not yet been received.
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?
he Essential Fish Habitat Mapper at http.//www.habitat.noaa oov/protection/efh/efhmapper!
William Metcalfe v
pli nt/Agent's Signature (Agent's
Applicant/Agent's Printed Name si re is valid only if an authorization letter
from the applicant is provided )
Page 10 of 10
I
Dat
I
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
11 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 National Park Service National Register of Historic Places (NRHP) GIS Public Dataset and the NC Historic Preservation
Office (NCHPO) HPOWEB GIS Web Service were reviewed A letter requesting concurrence was sent to NCHPO. As of the
date of this submittal a response has not yet been received
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
I Yes ❑ No
8b. If yes, explain how project meets FEMA requirements.
There is no proposed fill that would affect a change in the flood plain/floodway, therefore, this project does not trigger FEMA.
The Town of Ranlo's town manager waived the no -rise requirement for the work that will occur in the floodplain.
8c. What source(s) did you use to make the floodplain determination?
The Project Area is located within a Federal Emergency Management Act (FEMA) floodplain (FEMA FIRM Panel 37103566001).
William Metcalfe v
pli nt/Agent's Signature (Agent's
Applicant/Agent's Printed Name si re is valid only if an authorization letter
from the applicant is provided )
Page 10 of 10
I
Dat
I

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Oriains v. 4.11
NC DWQ Stream Identification Form Version 4.11 I I
Date: r( I%,r1 1, 1,IJ Project/Site: Latitude: -
Evaluator: i , (! !y� , f, County: ,l (� Longitude:
Total Points: Stream Determination (circle Acte) Other
Stream is at least intermittent (1 ', Ephemeral Intermittent Pieienn aD e . Quad Name:
i/z 19 or perennial If =1 30` p � 9 -
A Gemmnrnhnlnnv /Suhtntal = ' t I Absent I Weak I IUtnrlarata I C4r-
1' Continuity of channel bed and bank
0
1
2
2
2
1
( 3 '
2. Sinuosity of channel along thalweg 0 1'!
1
3
3. In -channel structure: ex. riffle -pool, step -pool,
0 1
ripple -pool sequence
13. Iron oxidizing bacteria
(3
4. Particle size of stream substrate
0
1
;'
2
2
2
/1.5'
3
5. Active/relict floodplain 0 1
0
3
6. Depositional bars or benches 0 1
0.5
3 )
7. Recent alluvial deposits 0 1
16. Organic debris lines or piles
0
8. Headcuts
(0'
1
2
24. Amphibians
3
9. Grade control
b
'0.5
1
25. Algae
1.5
10. Natural valley
0
0.5
11.5:
26. Wetland plants in streambed
11. Second or greater order channel
0.75; OBL = 1.5 Other = 0
No = 0
Yes ;t 3
arunciai clacnes are not rateo: see aiscussions in manual
B. Hydrology Subtotal =
'3
2
1
12. Presence of Baseflow
0
1
2
(3->
13. Iron oxidizing bacteria
(b-'
1
2
3
14. Leaf litter
/1.5'
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
.5.
17. Soil -based evidence of high water table?
24. Amphibians
No = 0
Yes y3 )
1
1.5
25. Algae
0
0.5
. uiV Vk4Y tOULAULdl - /
18. Fibrous roots in streambed
'3
2
1
0
19. Rooted upland plants in streambed
(3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
3
21, Aquatic Mollusks
0
1
2
1
3
1.5
22. Fish 0 0.5
23. Crayfish
0 l
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW =
0.75; OBL = 1.5 Other = 0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch: I
41

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: J!' J I Project/Site:
Evaluator: ' I County:
Total Points: ( Stream Determina#Qp (circle one)
Stream is at least intermittent Ephemerak';Intermittert� Perennial
if > 19 or perennial if z 30" -
A. Geomornholoov (Subtotal = V1 , ' ; Absent Weak
Latitude:
Longitude:
Other
e.g. Quad Name: f
Moderate F Strong
1a Continuity of channel bed and bank
0
1
2
L,
3
2. Sinuosity of channel along thalweg
0
1
2
14. Leaf litter 5, 1
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1`
2
16. Organic debris lines or piles 0 1 0.5
3
4. Particle size of stream substrate
0
1
_
2
0.5
0.5
3
5. Active/relict floodplain
0
1
2
= 1.5 Other = 0
3
6. Depositional bars or benches
0
Notes:
3
7. Recent alluvial deposits
0 i
1
2
3
8. Headcuts
0.
1
_
2
3
9. Grade control
1
0.5
1
1.5
10. Natural valley
0
JO.5
1
1.5
11. Second or greater order channel
No =
Yes = 3
artificial ditches are not rated; see discussions in manual
R Hvrirnlnnv (Ruhtntal = <,.� 1
12. Presence of Baseflow
0
1
2
L,
13. Iron oxidizing bacteria0
j3
1
2
0.5
3
0
14. Leaf litter 5, 1
15. Sediment on plants or debris
0
0.5
1
1
1.5
1.5
16. Organic debris lines or piles 0 1 0.5
17. Soil -based evidence of high water table?
1
No = 0
Yes - S-
0
0
(' Rinlnnv (Suhtntal = l ? 1
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
j3
2
1
0
20. Macrobenthos (note diversity and abundance)
21. Aquatic Mollusks
22. Fish
6
0,
1
1
0.5
2
2
1 --
3
3
1.5
23. Crayfish
<p
0.5
1
1.5
24. Amphibians
25. Algae
0
0
0.5
0.5
1
1
1.5
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5 Other = 0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
41

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Gastonia City Del 10 Tower 8 Replacement City/County: Ranlo/Gaston County Sampling Date: 05/30/2017
Applicant/Owner: Duke Energy Progress State: NC Sampling Point: DP1 - Upland
Investigator(s): Thomas Blackwell and Kelly Thames Section, Township, Range:
Landform (hillside, terrace, etc.): terrace Local relief (concave, convex, none): none Slope (%): 0-2%
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.290783° Long: -81.140038° Datum: NAD83
Soil Map Unit Name: CoA - Congaree loam, 0-2% slopes, occasionally flooded NWI classification: upland
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative of a non -jurisdictional upland area.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one is required: check all that aooly)
—Surface Soil Cracks (B6)
—Surface Water (Al)
—True Aquatic Plants (B14)
—Sparsely Vegetated Concave Surface (B8)
_ High Water Table (A2)
—Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (610)
_Saturation (A3)
_Oxidized Rhizospheres on Living Roots (C3)
_Moss Trim Lines (B16)
_ Water Marks (81)
—Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (62)
—Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_Drift Deposits (B3)
_Thin Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64)
_ Other (Explain in Remarks)
—Stunted or Stressed Plants (D1)
_ Iron Deposits (65)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained Leaves (B9)
_ Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No wetland hydrology indicators are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP1 - Upland
Absolute Dominant
Indicator
Tree Stratum (Piot size: 30 ft )
% Cover Species?
Status
Dominance Test worksheet: I
1
I
Number of Dominant Species
That Are OBL, FACW, or FAC: 0 (A)
2.
3
Total Number of Dominant
Species Across All Strata: 2 (B)
4
5
Percent of Dominant Species
That Are OBL. FACW, or FAC: 0.0% (A/B)
6.
index worksheet:
7.
=Total Cover
7Prevale-nce
otal % Cover of: Multiply by:7
50% of total cover
20% of total cover:
pecies 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15 ft
)
FACW species 0 x 2 = 0
FAC species 0 x 3 = 0
1.
FACU species 150 x 4 = 600
2.
UPL species 0 x 5 = 0
3.
Column Totals: 150 (A) 600 (B)
4.
Prevalence Index = B/A = 4.00
5.
Hydrophytic Vegetation Indicators:
6
1 - Rapid Test for Hydrophytic Vegetation
7.
- Dominance Test is >50%
8
3 - Prevalence Index is <-3.0'
I
9
-2
4 - Morphological Adaptations' (Provide supporting
=Total Cover
data in Remarks or on a separate sheet)
50% of total cover:
20% of total cover:
Problematic Hydrophytic Vegetation' (Explain)
Herb Stratum (Plot Size: 5 ft )
_
95 Yes
FACU
'Indicators of hydric soil and wetland hydrology must be
1. Cynodon dactylon
30 Yes
FACU
present, unless disturbed or problematic.
2. Festuca rubra
10 No
FACU
Definitions of Four Vegetation Strata:
3. Eupatorium capillifolium
5 No
FACU
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
4. Duchesnea indica
more in diameter at breast height (DBH), regardless of
5. Trifolium repens
5 No
FACU
height.
6. Oxalis stricta
5 No
FACU
Sapling/Shrub - Woody plants, excluding vines, less
7
than 3 in. DBH and greater than or equal to 3.28 ft
8.
(? m) tall.
9.
Herb - All herbaceous (non -woody) plants, regardless
10.
of size, and woody plants less than 3.28 ft tall.
11.
150 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
75 20% of total cover:
30
ht.
height.
Woody Vine Stratum (Plot size:
)
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
Dominant vegetation is not hydrophytic.
Eastern Mountains and Piedmont - Version 2.0
US Army Corps of Engineers

SOIL
Sampling Point: DPI - Upland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist) %
Redox Features
Color (moist) % Type Loc' Texture
Remarks
0-3 10YR 4/3 100
Loamy/Clayey
silt loam
3-20 10YR 4/4 100
Loamy/Clayey
silt loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 'Location: PL=Pore Lining, M=Matrix.
Indicators
for Problematic Hydric Soils3:
Hydric Soil Indicators:
Polyvalue Below Surface (S8) (MCRA 147, 148)
_2 cm Muck (A10) (MCRA 147)
Histosol (Al)
Dark Surface (S9) (MLRA 147, 148)
Coast Prairie Redox (A16)
Histic Epipedon (A2)
_Thin
Loamy Mucky Mineral (F1) (MLRA 136)
_
(MLRA 147, 148)
Black Histic (A3)
_
Loam Gle ed Matrix F2
Y Y ( )
Piedmont Floodplain Soils (F19)
Hydrogen Sulfide (A4)
Depleted Matrix (F3)
p
(MLRA 136, 147)
_Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Redox Dark Surface (F6)
_Red Parent Material (F21)
_
Below Dark Surface (A11)
_
Depleted Dark Surface (F7)
outside MLRA 127, 147, 148)
—Depleted
Dark Surface (Al2)
_
Depressions (F8)
_Very Shallow Dark Surface (F22)
_Thick
Mucky Mineral (S1)
_Redox
_Iron -Manganese Masses (F12) (CRR N,
_Other (Explain in Remarks)
_Sandy
—Sandy Gleyed Matrix (S4)
MLRA 136)
Umbric Surface (F13) (MLRA 122, 136) '
Indicators of gyvegetation and
_Sandy Redox (S5)
Floodplain Soils (F19) (MLRA 148)
drolom
gy must be present,
wetland hydrology
_Stripped Matrix (S6)
_Piedmont
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
_ Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Hydric Soil Present? Yes No X
Depth (inches):
Remarks:
Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
This data sheet is revised from
Soils, Version 8.0, 2016.
No hydric soils indicators are present.
Eastern Mountains and Piedmont– Version 2.0
US Army Corps of Engineers

Bank Erosion I[a.za -d Lndei:
Site i . �r Bate :
Survey Crew
Category
Bank Ht
Ratio
(ft/ft)
Root Depth
Ratio
(%)
Root
Density
(°/a)
Bank
Angle
(degrees)
Surface
Protection
(%)
Total
Index
Very Low
Value
1.0 - 1.1
100-80
100- 80
0-20
100-90
relation to bankfull stage
Index
1-2
1-2
l-2
1-2
1-2
<10
Low
Value
1.1 -1.2
80-55
80 - 55
20-60
90-50
Index
2-4
2-4
2-4
2-4
2-4
10-20
Moderate
Value
1.2- 1.5
55 -30
55-30
= $0
50-30
Index
4-6
4-6
4-6
4-6
4-6
20-30
High
Value
1.5-2.0
30- 15
30-15
80-90
30-15
Index
6-8
6-8
6-8
6-8
6-8
30-40
Very
Value
2.0-2.8
5 -_ _
5 -
90-120
15-5
High
Index
8-9
8-9
8-9
8-9
8-9
dVAO-45
Extreme
Value
Index
2.
10
< 5
10
< 5
10
> 120
10
< 5
>45
Field
Value
%
-1
Measure
Index
(r
�'tC,
194
LJ 1-i
Total Field Index 17
Numerical Adjustments
Bedrock:
BEHI Very Low
Boulders:
BEHI Low
Cobble:
Decrease by one category if gravel/sand less than 50%
Gravel:
Adjust Index up 5 - 10 points depending on sand %
Sand:
Adjust Index up 10 points
Silt/Clay:
No Adjustment
Stratification:
Adjust Index up 5 - 10 points depending on position of unstable layers in
relation to bankfull stage
Adjusted BEHI, �� I�.,i,

North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Governor Roy Cooper Secretan Susi H Hamilton
May 26, 2017
Kelly Thames
HDR, Inc.
440 South Church Street, Suite 1000
Charlotte, NC 28202
RE: Gastonia Del 10 Tower 8
Dear Kelly Thames:
NCN H DE -3595
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement,
or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rodney.butler ncdcr.aov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS Telephone [phone] LOCATION
1651 Mail Service Center www.ncnhp.org 121 west Jones Street
Raleigh, NC 2769c_0651 Raleigh. NC 27603

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Gastonia Del 10 Tower 8
May 26, 2017
NCNHDE-3595
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name
Common Name Last
Element Accuracy Federal
State
Global State
Group
Observation
Occurrence Status
Status
Rank Rank
Date
Rank
Butterfly 34493 Neonympha helicta
Helicta Satyr 1940-06-15
H 5 -Very ---
Significantly
G3G4 S1?
Low
Rare
Vascular Plant 3603 Magnolia macrophylla
Bigleaf Magnolia 1990-10-31
C 3 -Medium ---
Threatened
G5 S2
Vascular Plant 17874 Magnolia macrophylla
Bigleaf Magnolia 1990-10-31
C 3 -Medium ---
Threatened
G5 S2
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name
Representational Rating
Collective Rating
Laurel Hill Nursery Forest
R3 (High)
C5 (General)
Managed Areas Documented Within a One -mile
Radius of the Project Area
Managed Area Name
Owner
Owner Type
Catawba Lands Conservancy Easement
Catawba Lands Conservancy
Private
Gaston County Open Space
Gaston County: multiple local government Local Government
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on May 26, 2017; source: NCNHP, Q2 April 2017. Please resubmit yo
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

May 26, 2017
Project Boundary
Buffered Project Boundary
NHP Natural Area (NHNA)
Managed Area (MAREA)
NCNHDE-3595: Gastonia Del 10 Tower 8
Monterey' Park
ti 'ringdale
EHills lHills H
O
E a+t
(�.ulonia -.
Page 3 of 3
tiltet,t,�t
Inuulain
1:22,342
0 0.175 0.35 0.7 mi
0 0.3 0.6 1.2 km
Sources. Esn. HERE, DeLorme, Intermap. increment P Corp.. GEBCO. USGS,
FAO, NPS, NRCAN, GeoBase. IGN. Kadaster NL, Ordnance Survey, Esn Japan.
METI, EsriChina (Hong Kong), swnsstopo, MapmylnMa. C OpenStreetMap
contributors, and the GIS User Commumty

AN&
0.1
"I kt�

1, ���� - �k •—, -'�.� � '" �� �� �,. ^*' � �^''
s �
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t
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r ^

Gastonia City Del 10 Tower 8 Replacement
Request for Preliminary Jurisdictional Determination
Photopage 13

TITLE SHEET
TOWER N0. H RELOCaTIvN
TOWN 0F RANLO, NC
V�
=r L___
_ a i
I
I
i
I
W o�2 I
mlm L-- I
3 �
L F�
-7
L
N FRO,, ECT -J
OCA TION
R -r– I—
,— T
El T r�
VICINITY MAP SCALE: 1" = 400'
CAS7101VIA 67T)l DAL No /0 MOAT (LINE INDEX )C563)
NORTH & SOUTH CAROLINA STATE MAP
SHEET INDEX
FTI -I- F SHFFT
FEN EROSION CONTROL & GEN --PAL NOTES
F 1 EROSION CONTROL P -AN SHEET 1
1-2 EROSION CONTROL P -AN SI-EET 2
FED1 EROSION CONTROL DETAILS
PED2 STREAM BAN,< STABILIZATION DETAILS
FED3 STREAM BAN-, STABILIZATION DETAILS
6d'f
; .2
ppSSaB-
A'
:SBF. f1'C I nEEP yQ�,�:
GASWN COUVTY
B�HOR Enneenng lnc' DUKE
F)l18C BBa. ENERGY®
k0 S. Church SL Suhe 1000
Cha111H1e, NC 2 8202-2 07 5
70.708.6700 400 S. MYON S'REET
PO 90% tOpJ
N c.B.E.IS. ucmw xume�rFatte p1pHLOIiE N.C. 28Z01 -'007
iEI EPHONF N0. ()0^)Jtl]-15659
M A'
SHEET /
of 7 ' 103910 — 376785PTL

PRC`FCT NARRATI
THE PROPOSED -OWER NO. 8 RELOCATION PROJECT IS LOCAED N 'HE TOWN OF
RANLO, NOR H CAROLINA. DUE 10 PROGRESS VE S REAM BANK EROSION, THE
EXIS-NG STRUCTURE FOR TRANSMISSION TOWER N0. 8 IS BEING JNTRMINED. -HIS
PHC„ECI INCLUDES THE REMOVAL Of EXISTING -OWEN NC. 8, RELOCA ON
AFPRCXIf7ATEL" 100 LF NORTH TO STABLE SITE, AND SA3LIZATON 07
APPRCXIMATEL" 220 F C= STREAV BANK ALONG BURTON BRANCH. THE TO -
4 -DIS IURHf:) AREA FOR 11 'iOJf CI IS 0.75 AC. PRICH TO IN IIA ZING TI. M'QRARY
AND PERVANENT CONSTRLCTION PHASES ASSOCIATED W'TH THE NEW TRANSMISS'.ON
FACILIES, A DUKE cNERGY CONSIRUCTIGN CON -RAC OR WILL INSTALL EROSON
CONTROL MEASURES TO-NCOMPASS THE AN-ICIPA-D CONSTRUCTION I IMITS.
CONSTRUCTION SEQUENCE
1. S.GNED AGREEMEN- =CR DISTURBANCE OUTSIDE DUKE RIGHT -CF -WAY SHALL BE OE-AINED
AN-) ANY AFE'ECTEU PROPERTY OWNERS WILL BE NOTIFIED IN WRING PROR C
CCNSTRUCTION START.
2. INS ALL SLI F=NCE, MATTING, S1 -T -ENCE STONE OU11.=TS, WA ' -LES, AND CDNSIHLC-ION
ENTRANCES AS SHOWN ON PLANS, PRIOR TO ANY STE DISTURBANCE ACTVI-ES
(CLEARING, GRUBBING, GRADING, OR EXCAVATION).
3. INS -ALL TEMPCRARY SPAN BRIDGE, 'MPERVIOUS DIKES, AND PUMP ARCUNC APPARATUS
PRICR TO REMOVAL/RELOCATICN CF EXISTING TRANSMISSION TOWER AND STREAM BANK
STAB LIZATON.
4. CNCE TEMPCRAR" SPAN ACROSS THE STREAM S COMPETE. INSTAL WATTLES PND/OR
ADDITIONAL MEASURES ADJACEN- TO THE STREAM/CREEK JN"IL THE AREA IS SABILIZED.
5. INSPEC_ ALL EROSION CONTROL DEVICES AT WEEKLY NTERVALS AND AFTER EVERY
RAINFALL EXCEEDING 1/2" -0 VERI=Y THAT THEY ARE FUNCTIONING PROPERLY. ANY
ACCUMU-\IEJ SLU1MLNT SHALL BE REMOV_U ANC PLACED IN A DLSGNAIEU SPOIL
DSPOSA_ AREA. CCNDJCT PEROCIC INSPECTIONS OF A.L EROSION AND SEDNENTAT'ON
CCNTROLS ANJ MAKE ANY REPAIRS OR VODIFCATIONS NECESSARY TO ASSURE CONTINUED
EF-ECTIVF OPEiATION CF EACH -)-VICE.
6. INS ALL IEVPCRARY POLE NEAR EXISIING TOWER LOCA'"ION TO MA�NfAIN SERVICE JUTTING
CCNSTRUCTION 0= NEW TOWER. BEGIN REVOVAL O EX SING TRANSMISSION TOWER NC. 8
STRUCTCRE AND GRADING FOR STREAM BANK STABILIZATION.
7. BEGIN CONSTRJCTICN OF NEW TRANSMISSION 'OWER STRUCURE AND INSTALLATON OF
STREAM BAN,( STAEIL ZA ION MEASLRES.
8. HALL ANY EXCESS MA-ERIAL CR CONSTRUCTON DEBRIS FROM DEVOLITON ACTIVITIES TO
AN APPROVFD CFF -SITE WASE HANDLING EACH TY.
9. ENSURE AL_ JISTURBEJ AREAS, IEMPOHARY SGCY,PILE5, ANC STREAM BANKS HAVE BEEN
STAB 'UZAED PROR TO REMOVING ANY SEDIMENT CONTRCL MEASURES, IMPERVIOUS DIKES,
CR PUMP AROUND DEVICES.
10. CCN-RACTOR TO REMOVE ALL EROSION CONTRCL MEASJR-ES AFTER SITE S STABILIZED.
MAJOR ELEMENTS OF DWQ CONSTRUCTION GENERAL PERMIT
11 Ground Stabilization`
Site area
Stabilization
Stabilization Time
Description
Tim, From
Frame EXCeffticms
Pmmrler dike..
"wales, (Inches
7 (Ines
None
and sl s
High Quality
Water (110i
7daps
None
Lures
If slopes are 10' or
Shgres creeper
7 day
less in length and ars
(Iran 3:1
not steeper than 1:1.
14 days are allowed.
7days for ilopes
Slope, VI ur
IJ Jays
greater than 34) Icet
flatter
In length
tion,
I other area+
lescept for
w\I¢h "lupe, flatter
14 day,
Iwnmetcr, and
than 4:1
l l w !un„I
I 't,ten:mon, VI tone Ina) n. sppreoeu 11 g -
hascd on wwdwr .1 .11- . [L ,Luihc undin. a that mak, -niplian-
Tnprn,ncable '.Scchon 11 84201))
SEEDING SCHELULE
SEEDING WILL BE COMPLETED IMMEDIATELY FCLLCWING SITE RECLAMATION AND PRIOR
TO PROJECT COMPLETCN. TEMPORARY OR INTERVEJ'ATE SEEDING, MULCHING,
MATTING, OR OTHER SJR=ACE S-ABILIZATION MEASURES WILL BE PLACED ON
DISTURBED AREAS FOLLOWING IN'.TIAL SOIL DS-JRBANCE. PRICR TO SEEDING, ALL
SURFACES SHALL BE SCARFED TO A CEPTH OF FOJR TO SX INCHES TO ENHANCE
SEED GERMINATION AND HELP IMPEDE STORMWATER RUNOFF. GENERAL SEEDING
GUIDE_INES ARE AS FOLLOWS:
PERMANENT S_EJNG:
MARCH THROUGH AUGUST
CREEPING RED FFSCJ' 18 IB/ACRF
INDIAN GRASS 6 LB/ACRE
1, _LE BI_UFSTEM 8 I.B/ACRF
SW TC[ -GRASS 4 R/ACR'
BROWNTOP MLLET 25 LB/ACRE
F=RTI_ZER 500 LB/ACRE
L MES/ONE 4000 LB/ACR'
SEP-EMB'EP THROJGH FEBRUARY
CREEPING RED FESCUE 18 LB/ACRE
INDIAN CRASS 6 L3/ACRE
L -LE BWESTEM 8 LB/ACRE
SWTCHGRASS 4 _S/ACRE
RYE GRAIN 35 LB/ACRE
FERTI._ZER 500 LB/ACRE
L MESTONE 4000 UB/ACRE
FERTILIZER SHALL BE '0 -2C -2C ANALYSIS. A DEFERENT AhAL"SIS OF =ERTI_IZER
MAY 3E USED PROVICI0 THE '-2-2 RA 10 IS MAINTA.NFD AN;) IFI RAI 01
APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS A
'0 2C-20 ANALYSIS AND DIREC-ED.
FERTILIZER USED FOR TOPORESSING SHAL_ 3E 16 8. 8 ANALYSIS AND APPLIED AT
50C POUNDS PER ACRE. A DIF I LR_NI ANALS.S OF-LRTIIZER MA" BE USED
PROVIDED THE 2-1-- RATIO IS MAINTAINED AND THE RAT- OF APPLICA-ION
ADJUSTED 10 PROVIDE THE SAME AMOUNT OE PLANT FOO) At '6-8-8 ANALYSIS
AND OIREC-ED.
TEMPORARY SEED'.NGr
MARCH TI -ROUGH AUGUST
GERMAN OR BROWNTOP MILLET 5C LB/ACRE
SEP -EMBER THROUGH FEBRUARY
RYE GRAIN 50 LB/ACRE
FFRTILIZFR SHAII BE THE SAME ANAI YSIS AS SPFC: FIFD AROVF AND APFI_IED A- A
RAPE OF 400 POUNDS PER ACRE. (QUID LIME O3 A_ ERNATIVE FERTILZERS MAY BE
SUBS I IT'JIED N VARIOUS SITUAI'.ONS.
SFFDNG NOTES
MLLCH OR MATTING SEAL_ 3E APPLIED TO ALL SE -CED AREAS TO AD IN THE
ES-ABUSHMENT OF VEGETATICN ANC HELP IMPEDE EROSION. VEGETATNE MLLCH,
TYPICALLY WHEAT OR OAT SRAW, SHALL BE APPLIED AT -HE RATE OF 3,000 TO
4,000 LBS/ACRE.
The major change in the Pennil from the p­­­a­ ,: the ,tomer
umcs to appy ground ,tandt7ation such as mulch. wheat :trace. or
gr:ti,c, I he NC Taws anti rule, rotating IT the Sediment NO require,
mat -1 plats, goicsid stabdr2at- wahm 21 do!'s. Based un [it, new
FPA rcqulrcowm, and o -months' work wnh a panne, .dv w,ry group.
('TA(',. the Division and FPA-sic<dnp,d permit. now contain,
rcyuocnwnts fur g ound mwr within 14. and in .onw plat,. 7 days.
2) Building Wastes Handling
•
No polnt Tr liquid ikastes in sircam or .storm dials
• Dedl Lated areas for detmilition, consinactinn and other
wastes Trust he Itwated MI it mol storm dram, and streams
unless no rcasonahk altelmal"C available
• Earth,,[ -material ito,kpilcs must be located ill, sioml
drains and streams unless no reasonable ah matives
available.
• Concrete materials nm,( he controlled to ao-oid contact with
surface irate ,. wetlands, or butlers
3) Discharges to Federally -listed Watan
Requo anent" arc the +amt as ni prmous permit.
• The permitallows rcductitin from the '0 acre minimum if
the Dirwor of DN'Q determines that other BMI's provide
c uivalcnt protection.
4) Inspectinnx
•
Same ."Id, mapcction rcyulrcttwnrs
• Nanlc talo gull_L'e K In,peCllnli, alio 11. �.. mol eeent
• Inspections Arc 0111) "fired during "normal t+usinens
hour,
• Inspection repons must be available on-site during
bustnc,s hours unle a aIc pc,,Ix ey-pmun is
approved,
• Records must be kcpr for 7 }can and a,aiUbic upon
request.
• Elcctronwaliy-avadubic records may be wbstioncii
under ecnain conditions
S) Implementation of New Permit Conditions
• Proieets permitted under the precious permit can
continue to fallow the previ,mAY-pemhitted nmdition,
• C'r+mplsar :mppheati.m, m-elcr•d Tin- to August t, '_(111
can tol low roniltion, tit apfuro,ed sppkmion
• 4pphud ons recti d alio\ugusl '. '.ill I must comply
with nn, perm,[ L oditurn
FRCSION CONTROL GENERAL NO -S
1. ALL EROSION CONTROL MEASURES SHALL 3E IN STR C_ ACCORDANCE WITH _OCAL AND STATE
S'ANDARPS-SPFC1-[CAI . " HE NC EROSION & SEDIMENT CON_RUI_ MANUAL, AND ORDINANCES,
2. TEMPORARY OR PERMANENT GRCUNCCOVER S-ABILIZA ION SHALL OCCUR WITHIN 7 DAYS FROM
THE LAS LANC-DSTUR3ING ACTVI- EXPOSED SLOPE ON STREAM BANK SHA_L BE STAB LIZED
WITI-IN 14 DAYS =OLLOWNC COVFLETION OF ANY PHASE OF GRADING.
3. THE CON-RACTOR SI -ALL DI_IGENTL" AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL BMPS
AND STPLCIURES 10 _NSJRE U-VICLS ARE EJNCIIONING PRO'_RLY 10 MINIM'ZE EROSION AND
SEDIMENT TRANSFER. CONTRACTOR SMALL INSPECT ALL EROSION CONTROL MEASLRES AFT -R
EVERY RAIN EVENT EXCEED NG 1/2" ANDA _EAST ONCE PER WEEK. ALL WETLANDS AND 10'
BEYOND SHALL BE HAND C_EARED.
4. THE TOTAL DENUDED AREA IS 0.75= ACRES.
5. THE SOIL CLASS.FICATION IS CCNCAREE LCAM.
6. FINAL LOCATION 07 SIT FENCE OU7FTS, WATTLES, CCNSTRUCTION FNTRANCFS, ETC. SHA.I BF
ADJUSTED IN THE FIELD BY CONTRAC-CR BASED ON SITE CONDITIONS.
7. ADDITIONAL EROSION CCN -RCL DEVICES MAY BE REQUIRED DUE TO cIE_D CONDITIONS
INCLUDING THE USE OF MATTNG ON ALL DIS-UR3EC AREAS IF WET CONDITONS ARE PR=SENT.
6. 5"ABILIZA"ION IS THE BEST FORM 0= EROSION CCNTROL. TEMPORARY SEEDING IS NECESSARY
TO ACHIEVE EROSION CONTROL ON IA7GF DENUDED AREAS AND FSPEC.AI.1_Y WI -FN
SPEC[=ICAL_" REOUIREC AS PART OF THE CONSTRUCTION SEQUENCE INDICATED CN -HE
CONSTRUCTION DOCUMENTS.
10. A__ PERIMETER D.KE5, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLCPES ST=EPER THAN
3:1 SHA__ BE PROVIDED TEMPORARY OR PEPMANENT STABILIZATION W'TH GROUND COVER AS
SOON AS PRACTICAB_E BU- IN ANY EVEN- WITHIN 7 CALENCAR DAYS FROM THE LAST
LAND-DIS4
81NG ACTIVITY. ALL CTI -ER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY
OR PERMANEN_ S_ABI.IZATION WI -P GROUND COVER AS SCCN AS PRAC-(CABLE BUT IN ANY
EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DSTUR33NG ACTVITY. REFER -C
TA3LE 1) GROJNJ SIABILIZATION.
12. ALL MATERIALS REQUIRED FOR CCNSTRJCTION OF SEDIM-=NTATION ANC EROSION CCNTRO_
MEASURES SHA_L BE AVAILA3'_E ON S'.TE BE°CRE ANY ,AND DISTURBING ACTIVIT' IS BEGUN.
14. S -AGING AREAS AND MAIEi'.AL S10CKP'.LES -CR THIS PROJ-C- WILL BE ENCOM•'ASSEU BY
SET FENCE EXCEPT FOR THE POIN-S OF ACCESS TO T -TE STOCKPI E AREA.
6) Conditions in Erosion & Snli-ruaUon Conlrrd Plans"
rHslgrvsu n on rhe plan, where the' :md 11 -day ground
.tahilvwim r,,gmremem, of the NPDES permit apply
171-gnalirm on the plans where bas•us that comply will, the
surface- alid-Ar,-q en,eni of the NPDFS per are
Io ed,
-f) Baildiap V1'aa. Handling
• No paint or liquid wastes in stream or storm drains
• Deducsted areas for d-flouni. or,lowl and other
-t , located O tiom :tort dram , :md ,t -ons uniese
no reasonabl Immaueo re a-Ishie
• Eanhen material siocklifles I-Icd NP tr m swrto
drain, dries no
n ble uh,mab.•,s as ailablr.
• Concrete matcriaisamu,I be umuolicd to amid amtan
with surface water,. wetlands. er hurter.
K) Sediment R -in,
• OLd t,tm t Ir mol nithdrt ircnn has in surface
.. dra g , Ic tl I I a,
1.„nry DNQ-approved fl-tilant,.
"In,rcJer lx h. F:d..�('P!an n,, �•he.onJil .I the i,m+w,l��n (�. n, rel n;rmr Imu.I IJ I'u,.i.nh.rIxnwnJ.laMlvenon .yw-.nnl. afTri. •nJ'.h.
Ioaahion or me eas,ns wn,�c ms stns,;.-..,nwrawal ryu�r�n„ni, apvl,.
GENERAL PRO..ECI NOTES.
1. PLANIVETR C MAP DATA AND LIDAR DATA
PROVCFO 3Y DJ,(F ENERGY, I.IC.
2. PROJECT IS WITHIN A REGULATED=LOOCPLAIN PER
FEMA MAP 371C356500J
"� CrAR�(
�G'I,• .55 O
HDR Eng-si if the
dme C•rrain•e
440 S. ChurN St lune 1000
Chedone, NC 26202-2075
704.336.6700
Ne.B.E.L S. Littre Numh•r FUlie
DUKE
ENERGY®
400 5. TR"ON =TREET
PO RIX '007
CHARLOTTE N 28201-'007
IFI FPHONF N0. (70<)y8? -88 8
MAP
LROS'ION CONTROL & C/VL'RAL NOTES" CASTONIA CITY -0-AZ NO 10 100KV LINE INDEX IC563) SHEET 2 OF 7 10,3910 - 376'78<51'L'

MDR En*.g Ina
S.., NC 11102-2075
Silo 1888
704.338 NG 25
\ \ / na 338.8788
CBE L 5. �,cw tex,eer t5
I
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DP, 4689 PG 4 -
-, B as °., ----- Row
♦ / — _ �i — , �, _ `1 r ` SI - POROOPERTY LINE
♦♦ //" EX�c71NG GRAVEL II�� � � ♦ YEAR
•�-- ,♦ , R/W I' / / RCAD INSTALL / EXISTING ACCESRARYACONSTRUCTION ,I A_. `I,o _ -f - ♦ ♦_ �� FLOODPLAIN
ACCESS /
ENTRANCE FROM
�� �E:fIS-NG SPLI. ��♦ STREAM CENTERLINE.
SEE DETAIL 011PEDUNSET DR TO BEGIN INSTALLATION OF ♦ ♦,�'' •PID RAIL FENCE — — '-- — ^—� —sr SILT FENCE
/ N/� PROPOSED VATTED ACCESS ROAD
,,♦ / / T-7 $TA i5+4. COMPOSITE MAT ACCESS ROAD K!-CHRI$rOp66I1 RHN/F - SEE DETAIL 02/VEDI
.� / ry,•a / _ ;I SEE DETAIL OZPEDI _ )695-
CR-- - - SURVEYED tt •� 1 / _ _ LL C LIMITS OF DISTURBANCE
J II 4 i � P�p
a9' 46.2 --_ / _. —F �-' J I °HY SS PG�4�;2 I MAR: Or'
I
SS fl., W, -}-- "' ' --- DH_ 38 FR &NE .- EXISTING TOP O4' dANK
T 7 G
°
EXISTING TOP. OF BANK
O O / / I _ ._•___ ou —_ - �__� I_ P9 ."504, EXISTING TREE LINE
EXISTING GATE
`�—� �'_ t� n -- ® TEMPORARY CO YSTRUCf IO\ ENTRANCE
_ SILT FENCE ROCK OUTLET
'E
I_)MI SILT FENCE NCE - -- —=•��'
WASHOUT OUTLET REMOVE AND REPLACE —
rg - SEE DETAIL 1 EXISTING SPLIT RAIL AGE
G3/PED SEE DETAIL FOR CONSTRUCTION ESS"`
04/PEDI — I 1. SEE SHEET PEN FOR GENERAL NOTES.
_ nT
8' CMr' -- `. — — \ — �'� ; e - S Q NCE AND SEEDING SCHEDULE. ION
/-m� EROSION CONTROL NOTES. CONSTRUCT
INV: 68273 i" T ` e �__�__�__�
To�'''� E uE
1 Ter a 1B �/ I Z-
8•. CMP ,r:z
\ \ —TB — 'dc
INV: 6flL32'
8•, CMP
1 INV: 683.07
T\ 8.. CMP - -... 00RtON BR P1` .LOW
/ INV: 688.57 GASTONIA CI r'. JE_.
/ NO 10 OOKV 1
•,� / RLF DWG: 513-0 N; F
♦. �,♦, / SH1
EET & 2 OF i PICA 35511 1 Qui
�'�,♦ a0 .1 / .L: iG5fi3 MAP. GREENE
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7 RHARD
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♦, ` •,I YR F,OOCPL ' - ...� PA TR N/F _ N/F
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♦, -�„ 1 II AAN
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CR 268.1 G DP �+ CARD
` ` �, ♦ ♦ i� �/ - - I !� PH. 16 PG 4908 FB. 1805^ 204,1' cS IOb i..
PG SEdUW� ?
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I� — I I _ °eR�alNc yo�c3
a / i
ENERGY.
T�,� I - 400 S. MYON SMEE-
PO BOX 1007
C`APLOTTE N.C. 2B2C1-1007
TELEPHCN� NO (704)382-66�/71
MAP
EROSION COA17ROL PLAN CAS7'ONIA CIITY DAY NO 10 100KU (LINE INDEX 10563) SHEET 3 OF 7 1103010-3761-85

DN N196/I-
PI968 /
JERRY D 9LA r`"♦, \
NTON
JUCY L 91AN'DN 7,
I DB. 2689 PG 47 j
PB. 44 PC, 105 � / � � I ZONE X
/ \
6 I�I• ZONE AE
I � � rr,I �� � ♦♦�♦ � rr♦r i
LAIN �'� \ ♦ I♦,
PiDN '9696' i P':)# 196966 I "OOOi r � r`r ♦ II N f ,♦.I ♦'� ��.
JERRY J BLANTON {PIS, CPHER L {Rf !' ♦ PID
# :9696c ♦,�`�
& JUDY L %
DUN & REUEKAti O
BLANTCN )q N lC DUNCAN A N/F I .Tr.AMES R JONES
DB. 3' 79 PC 72+ D9_ 3t 79 pG ( ♦' 'ICN 196965 &DANA F ONES \ pl, N,/F
i .B. 44 PG 705 PB. 44 PC 1059JFF. REI SCOTS - , I P9. 4q 17 PC :91 ` AMANDA 6963
-- j MC;ORC 4 °G 105 LEIGH
/ C9 2373 P ' MOSIE:
•,♦� ♦, 20NE - ,6. 44 PUG1C 85 -)- \ DP8c 44/PPG �c54 L
x c tos
-'Na.:.s'�-.♦,♦-Wa'i�,�, GASTCNI =�'y�E 9CRV-
♦_. �,� ♦ ��� i•• Z„NE AE REF OWC 513_70 _ _ 2 - _ _ - _ _ .- _ - .- - - -. --
IcKv-
_ -
52 N/r ... __ _ _. _. "-- __ -._ _ " - " -5HEEi 1 & -
PIAN 196952 - - _. _-. - INTERMITTENT STREAM
777JAMEC.
NE R'O NE & _
G MAR'.ON RHYME PROVIDE TEMP DIP UNDER STONE
OB 1170 eG ORIGINAL TOWER8LOCATION APPROACH FOR TEMP PUMP HOSE - R fi
15 I 504 RELOCATED T -B STA 42+00
'-N 42+68.5-� jjjyyyYYY,,, TEMPORARY SPAN BRIDGE
PB 44 FG 105
• �� _ _ - - _ - WAM RIPRAP APPROACH AND
TEMPORARY \\ WATTLES ADJACENT TO STREAM
POLE LOCATION\ SEE DETAIL OB/PEDI
MDR Engineering Inc.
Othe Carolinas
440 S. Ch,,C SL Suite 1000
Chmisee INC 28202-2075
N704.338.5700
w„eee.ro,„
LEGEND
C/L
ROW
PROPERTY LINE
100 YEAR FLOODPLAIN
- - - - - --- STREAM CENTERLINE
SILT FENCE
PROPOSED MATTED ACCESS ROAD
-- SEF. DETAiI. 02/PEON
�,. LIMITS OF DISTURBANCE
Ta EXISTING TOP OF BANK
rnF EXISTING TOE OF BANK
EXISTING TREE LINE
O RIP RAP
0 P# CLEAN WATER PUMP AROUND
0 P# DEWATERING PUMP
-----WATER ROUTING HOSE
-_- PROPOSED WATTLES
NOTES.
I SEE SHEET PEN FOR GENERAL NOTES.
EROSION CONTROL NOTES, CONSTRUCTION
SEQUENCE AND SEEDBED PREPARATION.
2. INSTALL IMPERVIOUS DIKE IN INTERMITTENT
STREAM. IF WATER IS PRESENT. PROVIDE
ADDITIONAL PUMP AND TEMPORARY HOSE
FOR PUMP -AROUND.
30 0 30 60
SCAIr IN FFFT
°• N CARO
$EAR
m av/sfp2 2'
:OeeR,yG 1 NEEP hC��:
T MIIB P � ��°�,••
DUKE
ENERGY®
400 S. IRYON S1REE-
PO BOIL 1007
MAP
[ZRO,S'10,V CONTROL PLAN CAS Y10IVIA CITY IjL'L NO 10 100KV >c563) SHEET 4 OF 7 1103,910-376785 P2
c
0
_
C
n
SILT FENCE
OUT
SEE DETAIL
PROVIDE TEMP DIP UNDER STONE
041PED1 -/ APPROACH FOR TEMP PUMP HOSE
--
s
o L re
{-t0e '•-
TEMPORARY STOCKPILE
^-� — - SEE DETAIL 07/PED1
_ 693-�- P2
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NOTE
�'� —
��
TEMPORARY STABILIZED OUTLET
IMPERVIOUS DIKEBJq
TaN `-
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AN
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SEE DETAIL SHEET PED2 - r
�i 1oE ."
1
��---_Ze„m:___''�E_
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SEDIMENT REMOVAL DEVICE
RIPRAP TOE WITH MATTING
-�
SEE DETAIL SHEET PED2LIVE
6'
STAKING ON ABOVE
SEE DETAIL SHEETS PED21PED3
IMPERVIOUS DIKE
SEE DETAIL SHEET PED2
PRIOR TO BEGINNING ANY
CONSTRUCTION ORDEMOLITION
♦
ACTIVITIES, A SIGNED AGREEMENT
WITH ADJACENT PROPERTY OWER
...
-'r _' _.
_ -,1♦1 r` ,;. _. ZONE AE
SMALL BE OBTAINED FOR
DISTURBANCE OUTSIDE OF DUKE
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- B. t5 PG 1_ F (,C49LE L 17ARK
_ R v l AR
I _
I
- 93 _ _-
DB. 26+8 PJS7 DBpB 5G1 PG
32
IC87
I PB. "5 ?G 93 5 °G 93
r
MDR Engineering Inc.
Othe Carolinas
440 S. Ch,,C SL Suite 1000
Chmisee INC 28202-2075
N704.338.5700
w„eee.ro,„
LEGEND
C/L
ROW
PROPERTY LINE
100 YEAR FLOODPLAIN
- - - - - --- STREAM CENTERLINE
SILT FENCE
PROPOSED MATTED ACCESS ROAD
-- SEF. DETAiI. 02/PEON
�,. LIMITS OF DISTURBANCE
Ta EXISTING TOP OF BANK
rnF EXISTING TOE OF BANK
EXISTING TREE LINE
O RIP RAP
0 P# CLEAN WATER PUMP AROUND
0 P# DEWATERING PUMP
-----WATER ROUTING HOSE
-_- PROPOSED WATTLES
NOTES.
I SEE SHEET PEN FOR GENERAL NOTES.
EROSION CONTROL NOTES, CONSTRUCTION
SEQUENCE AND SEEDBED PREPARATION.
2. INSTALL IMPERVIOUS DIKE IN INTERMITTENT
STREAM. IF WATER IS PRESENT. PROVIDE
ADDITIONAL PUMP AND TEMPORARY HOSE
FOR PUMP -AROUND.
30 0 30 60
SCAIr IN FFFT
°• N CARO
$EAR
m av/sfp2 2'
:OeeR,yG 1 NEEP hC��:
T MIIB P � ��°�,••
DUKE
ENERGY®
400 S. IRYON S1REE-
PO BOIL 1007
MAP
[ZRO,S'10,V CONTROL PLAN CAS Y10IVIA CITY IjL'L NO 10 100KV >c563) SHEET 4 OF 7 1103,910-376785 P2

DESIGN CR TFRI A:
PGGREo-TIE SIZE: 2-3" DIAMETER WASHED STONE
2. PAC THICKNESS. 6- MINIMUM
3.PAC 'MOTH: '2' MINIMUM
4. PAC IEVCM: 50' MINIMUM
5. PAC LOCATION: LOCA -E CONSTRUCTION ENTRANCES AND EXITS TO UNIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM UTILITY BY A_L
CONSTRUCTION VEHCLES. AVOID S-EEP GRADES AND ENTRANCES AT CURVES IN
PUBIC ROADS.
6. WASHING: IF COND TIONS AT ME SITE ARE SUCH MPT MOST OF THE MUC AVD
SEDIMENT ARE NOT RENC VED BY VE- CLES TRAVELING OVER ME GRAVEL. ME
TIRES S�WLO HF WASHED. WASHING SHC-10 BF :UNE DID AN A— StATRIAD
WT- CNUSHED SIONE THAT DRAINS INIC A SEDIMENT [RAP OR OTHER SJIIABLE
DISPOSAL AREA. A WASH RACK MAY ALSO BE USED TO MANE WASHING NONE
CONVENIENT AND EFFECIVE.
Na 5�'
• COMPOSITE MA' MATERIAL IS HIGH
DENSI-Y POLYEM•'I£NE CR
EC.IVALEN-.
• MPI �IMLNSIONS GRE 8'
4-1/t
• MATS NT_R�OCX WITH %5TA_L.\TION.
"PER A-'ROVAL OF OWNER/ENGINEER,
COMM=RC AI I Y AVAIT IALF TMBFR MATS
NAY 3E 5UHS'I TUTU FOR
nBERGLASS/COM=0511= NATE.
NTERLOCKING EIBLHGLASS/
[DIMPOSTE MATS
G"C EXItE FABRIC to S1AR 1A / MAINTENANCE
FOUNJATON (FSPECIAI Y IMPORTANT J MATTTNC SHAL_ BE INSPECTED WEEKLY ;DAILY ON AC -INE ROADS) AND APER
W ERE WETNESS S ANTICIPA'ED) +•". 12 IN EACH RUNCFF EVENT. DAMAGED OR MA-TINC SHA_L BE RESTORE 0 WMIN 24
-OURS S NSPECTION.
2-1 :.AMETEK AS SOON AS TH= MATTING S NO LONGER NEEDED. IT SHALL BE REMOVED. ALL
WASHED S'UNE, 5' P R P TI V'. W sipslJ ZED. SN4LL 3C DISPOSED Or PROPERLY AND JISTURBEJ AREAS
DEEP ---�
CONS FRCC I ICN EN FRANCE `� MATTED ACCESS BOAC
EXTRA STRENGM FILTER -AERIC
NEEDED MMOUT WRE MES'- -ABRIC
HARDWARE CLOTH
NCDOT CLASS A RIP RAP
1'-6• HIGH
STEEL POST
(1.73 LB" "T 'TE'__
4 i MIN LENCT-)
S ELL POST
4 LBAN =T STEEL-
HARDWARE ;j;;�
MIN LENGTH)
T FENCE
Y'
9 MAX PCNDING HEIGH-
(RECOMMENDED)
-GRACE HFIG.-IT STEE_ POST
J�
3
6 in. ABOVE OR ADF
RUNCFF
18" / 57 WASHED
I STONE
24"
DESION DRAINAGE AREA WEIR LCNCTFI
TYPE (APPROX.) MIN.
'/4 '/2 ACRE 4.0 h
RQ'E
SECTION OFTAII
TRENC.I WITH GRAVEL
STEEL POS_ EXTRA SnENG7 'IL -OR FIE IC
(1-13 LB/LN FT pNEEGED WITHOUT WERE MESH 'ABRIC;
STEEL- 5F- EMN fICIGDT. S- TO 21�
LONG RuNat� 24" MAX
STEEL nST
1
i I
all (r
ep•or,,.:::1'
8 FT. MAX. SPACING WM WRE SUPPORT -ENCE
'6 FT. MAX. SPACING 'MMOJT WRE S,.PPOR- FENCE, SANOARD D-TAL
MEND MT -I NATIVE BACKFI
NOTES:
INSPECT AND REPAR FENCE AFTER EAC. STORM EVENT AVO REMOVE
SFDIMFNT WHEN DEPOSITS RF ACH 30% OF FFNCF -FIGHT.
2. REMOVED SEDIMENI SHAL' BE DLPCSI-ED TO AN AREA THAI ML_ NOT
CONTRIBUTE SEDIMENT OFF S.TE AND CAN BE PERMANENT_Y STABILIZED
I SILT FENCE SHAL_ BE LACED ON SLOPE CONTOURS TO MAXIMIZE 'ONOING
EFF CIENCY,
4. SILT FENCE DRAINAGE P A '/4 ACRE CR LESS PER 100 LF
MRL MLS. HEINEORCEN_N- SHALL CONSIST Ch '4 GAUGE WIRE X ti SPACING.
6. SYN'HFTIC FI TER FABRC MIN. RFOUIRFMENTS:
. TEN SILL SIRENOR - BC L3S;
8. PERMITT0.05 SEC_
1;
C. APPARENT OPENING S1ZE 3C US STD. SIEVE: AND,
C. UL-RAVIOLET STABILITY - 70%
4 1 S _ I F ENC- W1 ROCK OL ILE T 5 S _T FENCE DE-Al-
APP
E-AI_
STONE AaC.ANNI
/ WATT] FS -0 ABUT SEAN RRIDGF
STREAM / EXTEND STONE JPWARD AND
FYRVEGFTATE AS VEECED -0
TEN PRCTECT CJT SLOPES
BRIDGE CROSSING
l SURFACE FLOW
Y, _DIVFRSICN
STREAM
CHANNEL NSTALL TRAP ON EITHER
5T04L AP'ROAC SIDE CF CREEK TRAP SIZE
MII VAR)
ACCCRDNG TO
WATRFS TO ABUT SPAN RRIOGF _ENGTH OF ACCESS ROAD
3RAINING TO THIS POINT
_ EOLAI_ TO 50 CU. FT. PER
PERSPECTIVE VIEW ICOFT OF ROAD
SURFACE SURFACE
h LOW ON- APPPOACIFLOW
CIV_RSION % TLMPORARY SPAN SONE -fr DI VERSION
TRA�-O � ARRIOGF ..BOSSING APPROACH TO Ti AP
FILTER FPBRI hl'_ "ER h AERIC
STREAM BE
1(1' VIN
PLAN iIYY)
STAKF
(2 PER 9A -E)
1/B" CIA
SILL WIRE
c
STAPLES J RINGING
(2 PER BA -E) WIRE
TO MIL PLASTID
LINER EXISTING
GRADE
WCCD JR J NATIVE MA ERIAL STRAW
ME -AL SAKES (OPTIONAL) BALE
(2 PER BALE)
S_CTION A -A
NOTES:
1. AC -UAL LAYOUT JE -ERMINED IN rIELC.
2. INSTALL CONCRET:= NASHOUT SIGN (24"X24', VIV'.MJM) W.IFIN 30' OF 1H_ _EMPORARY
CONCRETE WASHOLT FACILITY.
3. REMOVE STRLCTURE AND SON UPON PROJECT COMPLETION. GRACE THE EARTF
MATFRIAI -C MATCI TI -F EXISTING CONTOJRS AND PFRMANFNTIY SEED Min MLI.CH
AREA.
31 CONCRETE WASE OLT
TEMPORARY STOCKPILE AREA
SIL- FENCE
(SEE DETA.L
THIS SHEET)
SO' -/SEDIMENT
STOCKPII F ARF/-
F)2
HDR Engineering 1—
.fm.
nc.ofm. Cer.1K.
440 S. Church SL Suite 1000
Charlotte, NC 28202-2075
704.738.6700
N.—I.L.S, L.— Number FU1t6
ORIGINAL GROIJNC SLRFACE
f 2'
(MIN.)
VOTES:
1. SILT FE VCE TO EXTEND AROUND ENTRE PERIMETER OF S-OCKPILE, OR IF
STOCKPILE AREA IS LCCATED ON/NEAR A SLOPE -HE SILT FENCE S TO
EXTEND ALCNC CONTOURS OF THE DOWN-CRAD'ENT AREA.
2. IF S-OCKPIL- IS TO REMAIN FOR MORE THAN 14 DAYS, T-MPC7ARY
S1ABI_IZAI ON MEASURES MUST BE IMPLEMENIED.�•.••'���...'•...
''•
�C�R'•
3. SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN
,`,,
REMOVED OR PERMANENTLY STABILZEO.
4. THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY
v4 r
1/�.3 EAJf/ •i
35543
INSP=CTICNS, RCJTINE MAIN-ENANCE. AND REGULAR SEDIMENT REMOVAL.
_
'42i:
O C07/9f/'l�
TEMPORARY STOCKPILE NTS
DUKE
ENERGY®
407 S. TRYON STREE-
PO Box 1007
6 TEMPORARY SCAN BRIDGE PHCNEL" M/
TELEPHONE NC. [phone]
MAP
EROSION CONTROL DETAILS CASTONIA CITY DLRL NO 10 1001W (LINO INDEx 10563) SIZE, T 5 Of 7 103910-376785PED1

MAIN"AINEXISTING
CRA NAGF --_�
WOVEN TDO GRAM CUR
I'D FR MAT
SEE DE -AL SHEE" PED3
RUNS'A_L EXISTING SOIL,
SEED AND MULCH
LIVE SIAKING, SEE DE ALL
�VTOF
E REMOVEDNNEL BANK F LL VARIES
D)TAL WELL GRADED
OF 50: C... ASS A
5C% CLASS B RIPRAP
E STONE BASE
"LOW
WATER
w __VEL
TYPE 2
GEOTEXTILE 'ABR'C
EMBED 1' MIN.
BOTANICALNAME
COMMON NAME
%OEMIX SEED 185./AC)
AGROST75 HYEMAVS
WINTER BENTGRASS
2
0.4
BIDENSARISTOSA
BEGGARTICK
2
0.4
CHASMANTHIUM LA TIFOLIUM
RIVER OATS
20
4.0
JUNCUS CORIACEUS
LEATHERY RUSH
2
0.4
ELYMUS VIRGINICUS
VIRGINIA WILD RYE
1B
3.6
PANICUMANCEPS
BEAKED PANICGRASS
21
4.2
MR'G'
RED-TOP PANICGRASS
21
0.2
RUDBECKIAHIRTA
BLACK-EYED SUSAN
IMPERVIOUS DIKE LENGTH
X10
SORGHASTRUMNUTANS
1 INDIANGRASS
30
2.0
CHAMAECRISTAFASCICULATA
I PARTRIDGE PEA
APPRCXIMA c BASE FLOW WATER LEVEL
X12
MARCH _TI -ROUGH AUGUST;_
GERMAN OR 6HOW4TOP 50 LB/ACH_
MILLET
GFPT-MRTR THRO F-ERRI.ARY
RYE GRAIN 50 LB/ACRE
VOTES:
FOREXCAVA"ED SLOPES STCNE TOE PROTECTION SHALL BE INSTALLEC ONLY
AT STATION LIMITS S-ICWN ON PLAN OR OTHERWISE DIRECTED.
2, ALL STREAM BANKS SHA_L BE MATTED TO TOP OF BANK OR LIMITS C=
CUT/F'LL, WHICHEVER IS GREATER, WITH WOVEN 700 GRAM COIR FBER MAT.
3. SEED AND STRAW M'J'_CH TO BE APPLIED JNDERNEATH ALL MATTED AREAS.
SEE ' PORARY AND PERMANENT RIPARIAN SEED MIX TABLE ABOVE. REFER "C
SHEET PEN FOR FERTILIZER ANA'_YSIS AND AP-LICATION NOTES.
GRAD= & STAB LIZE BANS WITH
VATTING, LIVE STAKING, AND ROCK TOE
I OW \
MPERVIOUSLIKE CLE
;SEE NO"E 8)� \
1 1
1 I
WORKING X
AREA X
TEVPORARY
F= XIBLE
HCSE
DEWA'ERING PUMP )
SEDIMENT REMOVA_ DEVICE
(SEE DETAIL THIS SHEET) ,'�
X5
EX.S"TNG TREES AND/OR SHRJ3S
, DRIP I IN= (Si- NOIF 5)
AFF
ROXIMATF
TOP CF R PRAP
TOP OF BANK
TOE D° BANK
TCP OI HANK
INSTALLED LIVE STAKE
(SEE
]EIA L, THIS
SIIEC-)
FIPRAP TCEJ
LVE STAKE, SHOWN
WITH L_AF AND
ROOT DEVELOPMENT
NOTES:
1. LIVE STAKES SIAL_ BE INSTALLED ON FLASHED STREAV BANKS. 'FINISHED' REFERS TO "HE FO-LOWINGA. GRADE?
B. PHEPAD (ROIL -TILLED, RAKED, AVJ AMENDED), AS NECESSARY
C. SEEDED,
U. MU.C-1_U, AND
E. COVERED NTH EROSION CONTROL MATTING.
7. LINT S -AKIS 5IAII BI 01 TPI SIVE AS SHOWN OV PLANS AND PLACFD IN ACCCRIIANC WI I I I- PA -ERN AND SPAC. NG DE SIGNAI L D.
3. LIVE S-AKES SHALL BE FASHICNEO FROM )ORMAN- CJTTINCS OF WCCDY PANT SPEC ES (SHRUBS) SPECI"IEO ON THE TABLE N -HIS
CE IAIL.
4. LIVE S -ANE SPACING AND PLACEVENT SFALL BE AS SHOWN IN "HE DETAIL.
5 LIVE S-AKES SHALL NOT BE PLACED WTHIN THE DRIP JNE OF ANY EXISTING TREES ANC/CR SHRUBS THAT REMAIN CN THE BANKS.
6D -TAILED I ANGLING, PREPARATION, AND INSTALLA"ION GUIDELINES FOR LVE STAKES ARE PROVIDED IN T IF PROJEC" SPECIFICATIONS,
INCL) DNC:
A. LIVE STAKES SHALL BE CUT AND INSTALLEC CN THE SAME DA' OR STORED IN A REFRIGERATE) AREA AND KEPT MOIST FOR NO
MORE -HAN TWO WEEKS.
B.
ALL LATERAL BRANCHES SHALL BE CARE=ULLY REMCVED -ROY 'HE WOODY CUTTINGS PRIOR 7C INSTALLAT'ON.
C. LIVE STAKES SHALL BE DPIVEN INTO THE GROJND USING A °CEAO BLOl4'PLAS"IC HAMMER, BY CREATING A PLOT HCLE AND
SLE -PING THE STAKE INTO IT, OR WI -H THE USE OF A HYDRAU_C IN„ECTON SYSTEM. SOIL SHALL BE FIRMLY PACKED AROUND
-HE HOLE AFIER INSIA__AIIOV.
D. LIVE STAKES SHALL BE TAMPED IN AT A RIGH" ANGLE TO "HE GROUND WITH BETWEEN 707- 80% OF -HE SAKE IVSTA_LED
BE -OW THE GRCLNC SURFACE.
E. BETWEEN 20% 307 AND 'WO BUDS (OR PRUNE), LAI RAL BRANCH LCCAIIONS) ON THE LIVE SIAKt SHALL BE ABOVE THE
GROUND SJRFACE.
F. SPLIT OR OTHERWISE DAMAGED LIVE S-AKES SHALL NC' BE USED.
7 -HE PLAN VEW IL_USTRATES A PERPENO CLLAR PERSPECTIVE OF EACH SURFACE DEPICTEC N THE CRCSS SECTION. THERE IS NO
FORESHORTENING OF THE STREAV BANK (OR ANY OTHER SLOPED SURFACE) IN THE PAN VIEW.
NTS � 2
APPROXIMATE BASE =LOW WATER _EVEL
SANDBAG / STONE (SEE NCTE 8)
WA -ER PUMP AROEND PUMP _
FLOW WO RKINC ARE
TEMPORARY FLEX BLE HOSE
IMPERVIOUS VEMERANE
(SEE NOTE 8)
EXISTING CHANNFI
\
\I
IMPERVIOUS
DIKE
(SEE DETAIL,
THIS SHFFT)
TEMPORARY STABILIZED CJTLET
(SEE NOTES 5 AND 6)
TOE OF BANK
-
APPRCXMA E
BASE =LOW
WATER LEVEL
SQUARE CJT TOP X7
BUDS FACING
UPWARDS
ANGLE CU
45 DEGREES x
F)2
i"
-ROSON CCN-RO_ VATTING,
(SEE 0ETAI'_ SHEET FED3)
:EA -.E -. AiL
HDR Engineering Inc.
of the Cerdinx
440 S. Churd, SL Suite 1000
Cheridle, NC 26202-2075
704.376.6700
N.c.eF.L.s. ­ ­ -16
BOTANICAL -NAME COMMON NAME I STRATUM I FORM I SIZE I SPACING QUANTITY TOTAL
CORNUS AMOMUM SILKY DO(WOOD SHRUB WESTAKE 1/2 -11/4 -CAL. 2.0 O.C. TRIANGULAR 230 9G0
SA MBUCUSCANADENSIS ELDERBERRY SHRUB UVE STAKE 1/2-11/4'CAL. I 2.0 O.C. TRIANGULAR 230
VARIABLE VALUES TYPICALUNITS
DIMENSIONS (VALUES TO BE PROVIDED BY DESIGNER)
VARIABLE
VALUES
TYPICAL UNIT
DESCRIPTION
X1
X2
4
6.-._.._
IT.
FT.
SPLASH PAD / STABILIZED OUTLET VAD -H_ _
SPLASH PAD LENGTH --
X3
8
IN.
SP' --_ASH PAD / STABILIZED DI,TLET THICKNESS
X5
8
FT.
STREAM BED WIDTH
X6
6
Fl.
SEDIVEVI BAG �'AD _ENGEN
X7
4
FT.
SEDIMENT BAC SETBACK FROM TOP OF BANK
X8
9
IN.
SFDIVEVI BAG -'AD TF CKNI SS
X9
4
FT,
IMPERVIOUS DIKE LENGTH
X10
7
FT.
IMP[ RVIOLIS DIKI H IGH I
X11
4
IN.
APPRCXIMA c BASE FLOW WATER LEVEL
X12
8
IN.
D50OF STABILIZED OUTLET SONE/IMPERVIOUS
DIKE STONE
TOE OF BANK
-
APPRCXMA E
BASE =LOW
WATER LEVEL
SQUARE CJT TOP X7
BUDS FACING
UPWARDS
ANGLE CU
45 DEGREES x
F)2
i"
-ROSON CCN-RO_ VATTING,
(SEE 0ETAI'_ SHEET FED3)
:EA -.E -. AiL
HDR Engineering Inc.
of the Cerdinx
440 S. Churd, SL Suite 1000
Cheridle, NC 26202-2075
704.376.6700
N.c.eF.L.s. ­ ­ -16
BOTANICAL -NAME COMMON NAME I STRATUM I FORM I SIZE I SPACING QUANTITY TOTAL
CORNUS AMOMUM SILKY DO(WOOD SHRUB WESTAKE 1/2 -11/4 -CAL. 2.0 O.C. TRIANGULAR 230 9G0
SA MBUCUSCANADENSIS ELDERBERRY SHRUB UVE STAKE 1/2-11/4'CAL. I 2.0 O.C. TRIANGULAR 230
VARIABLE VALUES TYPICALUNITS
DESCRIPTION
XI
2
IN.
LIVE STAKE PLACEMENT FROM TOP OF BANK
X2
2
FT.
WE STAKE SPACING
X3
2
IN.
LIVE STAKE RELATIONSHIP TO TOP OF RIPRAP
%4
5'2"
FT. -IN.
UVESTAKE PLACEMENT FROM TOE OF BANK
%5
13"7030"
IN.
LIVE STAKE LENGTH MAXI MUM AND MINIMUM
X6
15" TO 25"
IN.
DEPTH OF UVESTAKE INTO GROUND
X7
&S TO 1.25
IN,
UVESTAKE DIAMETER(MAXIMUM AND MINIMUM)
APPROXIMATE
rSTABILIZED OU -_E- OR NAT VE
LIVE
MAKING
NTS
STREA-4f
WA =R
CASTONIA CITY
SLRFACE
NOTES
TtMFORARY
'SEE NOTE 5)
STONE
APPROXIMATE
ALL CHANNEL WORK NVO_VING EXCAVAIION SHALL BE PERFORMED IN CRY C'JNJ IICNS OR IN C1HANNE_ SEC' ONS
FLEXIBLE
-SEDIMENT
X3 /
BASE
ISOLA"ED BY IMPERVIOUS DIKES AND KEPT DE -WATERED.
HOSE
HOSE
_41
(SEE NOTE 4,
; TOE OF
BANK
GE
BANK R OW
J. H,: CON RAC SHANO. 1)SIJI2H MORE. AREA TI. AN CAN RF S -AVIA ) IHf_ SAME_ WORKING DA".
X5 _�
WA"=R
_I
XB
SUREACI
3. PUMP AROUND PUMP AND HOSE SHALL ADECJATELY CONVEY BASEFLOW. DE WATERING 'UMP SHALL ADEQUATELY
DF -WATER TI F WORKING ARFA AT THE DCWNSTREAM IMPERVIOJS D KF.
FIL-ER FABR C
(SEE NOTE 6)
4. GRAVITY -BASED GEO"-_XTIL= BAG FI_TERS SHALL BE JSED TO COLLEC- SIL" AND SEDIMENT FROM WORK AREA
X6
X7
DEWATER 11G.
5. EFFLUENT FROM C_=AN WATER PUMP AROJNO MAY BE DISCHARGED DHECILY IN -C STABILIZED OU LE (NO SED MENI
-
-
REVCVA_ DEVICE PECUIRED).
APPROXIMATE
rSTABILIZED OU -_E- OR NAT VE
BASE
I STREAMBED STONE MATERIA_
FLOW
STREA-4f
WA =R
CASTONIA CITY
SLRFACE
TEMPORARY
FI FXI ALF HOST
TCP OF BANK \
'SEE NOTE 5)
\
RIP RAP /
I
\
/
\
X3 /
X11
X5 _�
6. FLTER FABRIC SHA_L BE USED JNDERNEA"H ALL STONE/RIP RAP PLACED FOR SEDIMENT BAGS, STABILIZED CUTLETS,
SPE ASH PADS.
7. IMPERVIOUS DIKES SHALL BE CONSTRUCTED TO ISOLA'E THE IN STREAM WORKING AREA. AN IMPERVIOUS FABRIC
MFMRRANE AND SAND BAGS OR S -,^,NF SNAIL BE LHS"D -0 CFFATF TIF DIKES.
H. "H'- WORK S-QUENC.- IN PUMP -AROUND CPERATIONS PROCEEDS AS FCI.LOWS:
A. INSIALL SEUIMEN RLMCVAL DEVICE AMU TLMPORARY SIABILIZLJ OUILETS AT EHE DOWNSTREAM ENJ OF WORKING
AREA.
B. INSTALL PUMP AROJND PUMP AND FLEXBEE HOSE.
C. INSTALL UPS -REAM IMPERVIOUS DIKE AND BEGIN PUMPING (CLEAN WATER; DOWNS -REAM TO S-ABILIZED OUTLET.
D. INSTALL DOWNSTREAM IMPFRVIOJS )IKF AND OF -WATERING PL.MP.
E. PERFORM CHANNEL WORK IN ACCORDANCE WITH "HE PLANS IN THE WORKING AREA.
F. DE WATER -4E WORK'NG AREA (AS NEECED) INTO THE SEDIMENT REMCVAL CEVICE AND TEMPCRARY STA31LIZED
CUTLET.
G. UPCN COMPLETION OF WORK, REMOVE ANY SEDIMENT ACCJMULAT'ON BEHIND IMPERVIOUS DIKES,
H. REMOVE DOWNSTREAM AND THEN UPSEREAM DIKES AND AL_ PLMPS AND HCSE.
I. SEED AND MULCH ALL DISTURBED AREAS PER THE PLANTING FLAN
PJVP AROUND
=LOW DIVERSION AND
D=WATER NG
CONE GURA-ION
STREA-4f
BANK STABILIZATION DETAILS
CASTONIA CITY
DLL NO
10 10OAT (LINE INDEX >c563)
6. FLTER FABRIC SHA_L BE USED JNDERNEA"H ALL STONE/RIP RAP PLACED FOR SEDIMENT BAGS, STABILIZED CUTLETS,
SPE ASH PADS.
7. IMPERVIOUS DIKES SHALL BE CONSTRUCTED TO ISOLA'E THE IN STREAM WORKING AREA. AN IMPERVIOUS FABRIC
MFMRRANE AND SAND BAGS OR S -,^,NF SNAIL BE LHS"D -0 CFFATF TIF DIKES.
H. "H'- WORK S-QUENC.- IN PUMP -AROUND CPERATIONS PROCEEDS AS FCI.LOWS:
A. INSIALL SEUIMEN RLMCVAL DEVICE AMU TLMPORARY SIABILIZLJ OUILETS AT EHE DOWNSTREAM ENJ OF WORKING
AREA.
B. INSTALL PUMP AROJND PUMP AND FLEXBEE HOSE.
C. INSTALL UPS -REAM IMPERVIOUS DIKE AND BEGIN PUMPING (CLEAN WATER; DOWNS -REAM TO S-ABILIZED OUTLET.
D. INSTALL DOWNSTREAM IMPFRVIOJS )IKF AND OF -WATERING PL.MP.
E. PERFORM CHANNEL WORK IN ACCORDANCE WITH "HE PLANS IN THE WORKING AREA.
F. DE WATER -4E WORK'NG AREA (AS NEECED) INTO THE SEDIMENT REMCVAL CEVICE AND TEMPCRARY STA31LIZED
CUTLET.
G. UPCN COMPLETION OF WORK, REMOVE ANY SEDIMENT ACCJMULAT'ON BEHIND IMPERVIOUS DIKES,
H. REMOVE DOWNSTREAM AND THEN UPSEREAM DIKES AND AL_ PLMPS AND HCSE.
I. SEED AND MULCH ALL DISTURBED AREAS PER THE PLANTING FLAN
CA
-�. 55 ti DUKE
at Y '
255.8
ENERGY®
��''e;`)FT
NTS
bi dl-'1��•• 40G S. !RYON STREE"
uuul PO OOX 1007
^.-ARLOTTE t.C. 2e201-1007
TELEPHCNE NO. [phone]
MAP:
SHEET 6 OE 7
103910-376785 PF,02

TOP CF BANK ANCHOR
(S=E DETAIL, THIS SHEE-)
MA—ING, X2
(SEE NOTE 1) DIRECTION
%4 MATING OVERLAP
,SEE NOTE 5) CLAD STOLI STAKE,
CDDIR=C-ION OF S -REAM FLOW TYPICAL (Sr- CFTAII, /
DIRECTION DOWN THE BANK SLOP: THIS SHEET;
'A y? I :;v(.2 V�
MAT-ING, —PICA -
(SE_ No E 1)
/\ i --IOP OF BANK
MATTING OVERLAP
(SEF DFTAII, TITS SHEET)
MATTING STAKF. TYPICAL (SEE NCTF 6)—/
TO' 0'- RIPRAI' ANCHOR (SLL )E -AI_. THIS 5HEE)—"
4
X4 X2 X5
4�-J I��i ♦~�
BACKFILL
(SEE NOTE 2)
RIPRAP TCE
7!7—APPROXIMA-E BASE
\ -LOW WATER I FVFI
`-OE OF BANK
j- MA—ING CVERAP
(S=E DETAIL, THIS SHEET)
TOP CF BANK
I I I I I
4..
UNTREA"ED
I
a o of a o 0 o a o o a o
2" X 4" (NOMINAL)
a I Ia I, o 0 0 0 to to a o
BOARD
a
1
�
Rr1ATT1NG HOGM
0" 1/21
)1"MN.
IN.
MATTING OVERUIP
3
FT.
1.5" 75"
%4
i
IT.
MATTING STAKE SPACINGATOVERIAPS
X5
i
R.
DEAD STOOTSTAKE SPACING IN ANCHOR TRENCHES
x6
2
IN.
TOP OF RANK ANCHOR TRENCH SETFIAM FROM TOP OF SANK
%7
R
IN.
75
R
77"
7
.
P.
i
6"
MAT-ING, —PICA -
(SE_ No E 1)
/\ i --IOP OF BANK
MATTING OVERLAP
(SEF DFTAII, TITS SHEET)
MATTING STAKF. TYPICAL (SEE NCTF 6)—/
TO' 0'- RIPRAI' ANCHOR (SLL )E -AI_. THIS 5HEE)—"
4
X4 X2 X5
4�-J I��i ♦~�
BACKFILL
(SEE NOTE 2)
RIPRAP TCE
7!7—APPROXIMA-E BASE
\ -LOW WATER I FVFI
`-OE OF BANK
j- MA—ING CVERAP
(S=E DETAIL, THIS SHEET)
TOP CF BANK
I I I I I
I I I I I I I 1
I
a o of a o 0 o a o o a o
VARIASLE
a I Ia I, o 0 0 0 to to a o
I
o o 0 0 ) a a l o
I
o I o o a
I
a
1 I i I I I I I I I I
f I
-OP OF BANK
MATTING, TYPICAL
(SEE NOTE 1)
MATTING STAKE TYPICAL
(SEE NC -E 6)
-OP OF R,. PRAP
X5 X2
)q ¢( 4 AT
DEAD STOU"
FLOW
TOP OF RIPRAP ANCHOR STAKE TYPICAL
(SFC )TTAII, THIS SHF -T) (SEE DETAIL, THIS SHEET)
A'1 V _JI
MAT -INC WRAP
(SEE NOTE 2)
MATT NG, TYP CAI �TOP OF RIPRAP
(SEE NOTE
\ l '
DEAD STOJT STAKE, TYPICAL
(SEE DETAIL, SHEET 1)
NOTES:
E3051014 CONTROL MA—ING SHALL CCNSST OF A 700 GRAY CDR FIBER INSTALLED FAT ANC STAKED AGAINST A SLOPE AND/OR A S -REAM BANK.
2. MA'-ING SHAII BL. ANCHOR[) IN A 17 NOT AT 130-11THE'CI ANI) TOP OT HF STRF AM HANK. DIAD STOUT STAKES ANI; C LAN SCIL BACK[11 SIAIL.
BE USED TO SECURE THE MATTING INTO THE TOE AND -CP OF BANK TRENCHES. TO PREVENT EROSION OR 'WASHING OJT'OF BACKFIL- IN TI -E TOE OF
BANK ANCHOR TRENCH, VATTING SIAL- BL INS-ALLED SO THAI If WRAPS OVER THE DEAD S CU STAKE AND 3AC4-ILL, IFUS POSIT'ONIVG THE REMANIVG
MA—INC
FOR INSTALLA'ION UP 'HF 573 -AM BANK.
3.
1-1_ 5L'J'_ ANU/OR STREAM BANK SHALL BE PRE'AREC (GHAUED, TIL -_C, SMOG HEU. ETC.) ANJ SLLDEU AND MULCHLJ AS SPLCT:-IED BY THE PLANTING
PLANS PR OR -0 TIE PLACEMENT OF THE MATTING.
T: -I:: MAILING SHALT BF INSTAL[ -I', SO AS TO NO BE IN TENSION, HUI BE PIACED Nr AIIY, TUSH AGAINST THc 5011, AND WI'i VO GAPS CR WPINKI.FS.
5. ANY MATING 0 F-
I NECESSARY SHALL BE OF A LENGIH SI'ECEI_D 3" THE MANJFACIURER UH AS OTHERWISE SPEO;HLU HEREIN. ALSO, OVERLA'S
SHALL BE ORIENTED IN A DOWN -S' -OPE CIRECTION, DOWNSTREAM DIRECTON, OR OTHERWISE 'SHINGLE-ST"LE' N ACCORDANCE W'TH 'HE DIRECT ON CF THE
COMINANT EROSIVE ACTION SO THAT THE MATTING EVE) IS PROTECTED ACAINSMOVEMENT.
6. THE FIELD OF THE MATTING OVEP THE SJR=ACE OF THE SLOPE ANC/CR STPEAM BANK SHALL BE SECURED W -H MATTING STAKES OF A SIZE ANO TYPE, IN
A PATTERN, AND WITH SFACINC DIMENSIONS AS SPECIFIED BY THE MANUFACTJR'ER OR AS OTHERWISE SPECIFIED-IEREIN.
7. MA—ING SHAH BF NFATLY SFCLRFD AROUND ANY PRO-FCT STRJCTURES, STRJCTURF ARMS, AND/OR SII -S TO PR-VFN- ANY IOOSF OR FRAYED FDGFS.
B. THERE SHALL BE NO LOOSE ENCS OR UNSECURED MA -NG ON THE COMPLE`EO WORK.
9. TIF PIAN VIEW ILLUSTRA"ES A FERPEVDICJLAR PERSPECIVE OF EACH SURFACE DEPICTED IN THE CROSS SEC -ION. THERE S NO FORESHORTENING OF THE
STREAM -BANK (OR ANY OTHER SLOPE.) SURFACE) IN THE P -AN VIEW.
HDR Engineering Inc
.f M. Carolinas
k0 S. Church SL Suite 1000
ch.Notle. NC 2I. -2075
xc,a88 s.Ta eme x�meer Fm Is
p` 07
DUKE
ENERGY®
I 400 S. TRYON SIRE_
COIR FIBER VATT\G FOR STEAM B/\N,< STABILIZATION NTS PO BOX 1007
CHARLOTTE V.C. 'fi201-1007
TELEPHOW NC. (7Oa)382-6656
_ MAP
STRE'Aff BAIVI- STABILIZATION DETAILS CAST NIA CITY D21,'L NO 10 100AT (LINE IYVDEX 10563) SlIEET 7 OE 7 103910-376'785 PF,D3
DR LNums
VARIASLE
VALUES T CALLNRT
O CRIPTION
xi
T
FT.
Rr1ATT1NG HOGM
Q
)1"MN.
IN.
MATTING OVERUIP
3
FT.
MATTINGSTAKESPACING
%4
i
IT.
MATTING STAKE SPACINGATOVERIAPS
X5
i
R.
DEAD STOOTSTAKE SPACING IN ANCHOR TRENCHES
x6
X.N.
IN.
TOP OF RANK ANCHOR TRENCH SETFIAM FROM TOP OF SANK
%7
R
IN.
ANCHORTRFNOIDEPIN
R
IN.
ANCHORTREHOIWIDTH
.
P.
24 1
IN.
DEADSTOUTSTAKEIENGTH
NOTES:
E3051014 CONTROL MA—ING SHALL CCNSST OF A 700 GRAY CDR FIBER INSTALLED FAT ANC STAKED AGAINST A SLOPE AND/OR A S -REAM BANK.
2. MA'-ING SHAII BL. ANCHOR[) IN A 17 NOT AT 130-11THE'CI ANI) TOP OT HF STRF AM HANK. DIAD STOUT STAKES ANI; C LAN SCIL BACK[11 SIAIL.
BE USED TO SECURE THE MATTING INTO THE TOE AND -CP OF BANK TRENCHES. TO PREVENT EROSION OR 'WASHING OJT'OF BACKFIL- IN TI -E TOE OF
BANK ANCHOR TRENCH, VATTING SIAL- BL INS-ALLED SO THAI If WRAPS OVER THE DEAD S CU STAKE AND 3AC4-ILL, IFUS POSIT'ONIVG THE REMANIVG
MA—INC
FOR INSTALLA'ION UP 'HF 573 -AM BANK.
3.
1-1_ 5L'J'_ ANU/OR STREAM BANK SHALL BE PRE'AREC (GHAUED, TIL -_C, SMOG HEU. ETC.) ANJ SLLDEU AND MULCHLJ AS SPLCT:-IED BY THE PLANTING
PLANS PR OR -0 TIE PLACEMENT OF THE MATTING.
T: -I:: MAILING SHALT BF INSTAL[ -I', SO AS TO NO BE IN TENSION, HUI BE PIACED Nr AIIY, TUSH AGAINST THc 5011, AND WI'i VO GAPS CR WPINKI.FS.
5. ANY MATING 0 F-
I NECESSARY SHALL BE OF A LENGIH SI'ECEI_D 3" THE MANJFACIURER UH AS OTHERWISE SPEO;HLU HEREIN. ALSO, OVERLA'S
SHALL BE ORIENTED IN A DOWN -S' -OPE CIRECTION, DOWNSTREAM DIRECTON, OR OTHERWISE 'SHINGLE-ST"LE' N ACCORDANCE W'TH 'HE DIRECT ON CF THE
COMINANT EROSIVE ACTION SO THAT THE MATTING EVE) IS PROTECTED ACAINSMOVEMENT.
6. THE FIELD OF THE MATTING OVEP THE SJR=ACE OF THE SLOPE ANC/CR STPEAM BANK SHALL BE SECURED W -H MATTING STAKES OF A SIZE ANO TYPE, IN
A PATTERN, AND WITH SFACINC DIMENSIONS AS SPECIFIED BY THE MANUFACTJR'ER OR AS OTHERWISE SPECIFIED-IEREIN.
7. MA—ING SHAH BF NFATLY SFCLRFD AROUND ANY PRO-FCT STRJCTURES, STRJCTURF ARMS, AND/OR SII -S TO PR-VFN- ANY IOOSF OR FRAYED FDGFS.
B. THERE SHALL BE NO LOOSE ENCS OR UNSECURED MA -NG ON THE COMPLE`EO WORK.
9. TIF PIAN VIEW ILLUSTRA"ES A FERPEVDICJLAR PERSPECIVE OF EACH SURFACE DEPICTED IN THE CROSS SEC -ION. THERE S NO FORESHORTENING OF THE
STREAM -BANK (OR ANY OTHER SLOPE.) SURFACE) IN THE P -AN VIEW.
HDR Engineering Inc
.f M. Carolinas
k0 S. Church SL Suite 1000
ch.Notle. NC 2I. -2075
xc,a88 s.Ta eme x�meer Fm Is
p` 07
DUKE
ENERGY®
I 400 S. TRYON SIRE_
COIR FIBER VATT\G FOR STEAM B/\N,< STABILIZATION NTS PO BOX 1007
CHARLOTTE V.C. 'fi201-1007
TELEPHOW NC. (7Oa)382-6656
_ MAP
STRE'Aff BAIVI- STABILIZATION DETAILS CAST NIA CITY D21,'L NO 10 100AT (LINE IYVDEX 10563) SlIEET 7 OE 7 103910-376'785 PF,D3

5/26/2017
I IN
Print Map and Report
Kill-
" r arF
Rd
win
idj&'81Z
Ada
=007
l
r_�'«
now �' r'�v_r
Tax Information
LOCATION: RIDGE AVE
PID #: 196952
PIN #: 3566-17-4525
NBHD #: 5A022
NBHD NAME: GRASSY MEADOWS
TOWNSHIP: GASTONIA TOWNSHIP
OWNER ID : 00663428
CURRENT OWNERS: RHYNE JAMES D
RHYNE MARION
MAILING ADDRESS: 1701 AUTEN RD,
GASTONIA , NC 28052-0000
JANUARY 1st OWNERS: RHYNE JAMES D
RHYNE MARION
Tax Information
DEED TYPE: WD
DEED BOOK: 1170 / PAGE: 0504
DEED RECORDING DATE: 10/06/1975
SALES AMOUNT: $0
PLAT BOOK: 044 / PAGE: 105
LEGAL DESC. 1: GRASSY MEADOWS
LEGAL DESC. 2: NLN
STRUCTURE TYPE:
YEAR BUILT: 0
SQUARE FOOTEAGE: 0
BASEMENT: NO
BEDROOMS: 0/BATHS: 0
MULTI -STRUCTURES: NO
ACREAGE: 824
DISTRICT CODE: 240
TAX DISTRICT: RANLO CITY
VOLUNTARY AG DISTRICT: NO
MARKET LAND VALUE: $23,549
MARKET IMPV. VALUE: $0
MARKET VALUE: $23,549
FARM DISCOUNT: NO
TAXABLE VALUE: $23,549
Bit�.
Election Information
PRECINCT NAME: RANLO
POLLING PLACE: WARLICK ELEMENTARY
SCHOOL
POLLING ADDRESS: 1316 SPENCER MTN
RD
WARD #:
CONGRESS REPRESENTATIVE: MEMBER
PATRICK MCHENRY
CONGRESSIONAL DISTRICT: 10
HOUSE REPRESENTATIVE:
REPRESENTATIVE JOHN A. TORBETT (REP)
HOUSE DISTRICT: 108
SENATOR: SENATOR KATHY HARRINGTON
(REP)
SENATE DISTRICT: 43
Parcel Information
POLICE DISTRICT: RANLO
FIRE DISTRICT: RANLO
EMS RESCUE: RANLO FIRE RESCUE
STATION #: GEMS STATION 5
FLOOD: AE
CENSUS NAME10: 314.02,313.01
Disclaimer: The information provided is not to be considered as a legal document or description. The map & parcel data is believed to be accurate, but
Gaston County does not guarantee its accuracy. Values shown are as of January 1, 2015. - Document created for printing on 5126/2017
https://gis.gastongov.com/GastonGIS/PrintMapAndReport.aspx 1/1

5/26/2017
Print Map and Report
� MN
ax Information
DEED TYPE: WD
NO DEED BOOK: 3855 / PAGE: 0232
T}ffiS+AS°rnlG
DEED RECORDING DATE: 10/20/2003
SALES AMOUNT: $0
Election Information
PRECINCT NAME: RANLO
POLLING PLACE: WARLICK ELEMENTARY
SCHOOL
POLLING ADDRESS: 1316 SPENCER MTN
RD
WARD #:
CONGRESS REPRESENTATIVE: MEMBER
PATRICK MCHENRY
CONGRESSIONAL DISTRICT: 10
HOUSE REPRESENTATIVE:
REPRESENTATIVE JOHN A. TORBETT (REP)
HOUSE DISTRICT: 108
SENATOR: SENATOR KATHY HARRINGTON
(REP)
SENATE DISTRICT: 43
Parcel Information
POLICE DISTRICT: RANLO
FIRE DISTRICT: RANLO
EMS RESCUE: RANLO FIRE RESCUE
STATION #: GEMS STATION 5
FLOOD: AE
CENSUS NAME10: 314.02,313.01
Disclaimer: The information provided is not to be considered as a legal document or description. The map & parcel data is believed to be accurate, but
Gaston County does not guarantee its accuracy. Values shown are as of January 1, 2015. - Document created for printing on 5/26/2017
T
https://gis.gastongov.com/GastonG[S/PrintMapAndReport.aspx 1/1
PLAT BOOK: 063 / PAGE: 040
LEGAL DESC. 1: SUNSET CROSSING
LEGAL DESC. 2:
STRUCTURE TYPE:
Tax Information
YEAR BUILT: 0
LOCATION: SUNSET DR
SQUARE FOOTEAGE: 0
PID #:196611
BASEMENT: NO
PIN #: 3566-18-5348
BEDROOMS: 0/BATHS: 0
NBHD #: 5AA17
MULTI -STRUCTURES: NO
NBHD NAME: SUNSET DRIVE
ACREAGE: 1.25
TOWNSHIP: GASTONIA TOWNSHIP
DISTRICT CODE: 240
TAX DISTRICT: RANLO CITY
OWNER ID: 1406702
CURRENT OWNERS: KELLY CHRISTOPHER
VOLUNTARY AG DISTRICT: NO
T KELLY MENDIE C
MARKET LAND VALUE: $3,321
MAILING ADDRESS: 1017 MAYS COURT,
GASTONIA , NC 28054-0000
MARKET IMPV. VALUE: $2,899
JANUARY 1st OWNERS: KELLY
MARKET VALUE: $6,220
CHRISTOPHER T KELLY MENDIE C
FARM DISCOUNT: NO
TAXABLE VALUE: $6,220
Election Information
PRECINCT NAME: RANLO
POLLING PLACE: WARLICK ELEMENTARY
SCHOOL
POLLING ADDRESS: 1316 SPENCER MTN
RD
WARD #:
CONGRESS REPRESENTATIVE: MEMBER
PATRICK MCHENRY
CONGRESSIONAL DISTRICT: 10
HOUSE REPRESENTATIVE:
REPRESENTATIVE JOHN A. TORBETT (REP)
HOUSE DISTRICT: 108
SENATOR: SENATOR KATHY HARRINGTON
(REP)
SENATE DISTRICT: 43
Parcel Information
POLICE DISTRICT: RANLO
FIRE DISTRICT: RANLO
EMS RESCUE: RANLO FIRE RESCUE
STATION #: GEMS STATION 5
FLOOD: AE
CENSUS NAME10: 314.02,313.01
Disclaimer: The information provided is not to be considered as a legal document or description. The map & parcel data is believed to be accurate, but
Gaston County does not guarantee its accuracy. Values shown are as of January 1, 2015. - Document created for printing on 5/26/2017
T
https://gis.gastongov.com/GastonG[S/PrintMapAndReport.aspx 1/1