HomeMy WebLinkAbout20191550 Ver 1_Client Letter Report 09.23.19_20191108
September 23, 2019
ELECTRONIC SUBMITTAL
Jennifer.Bennett@duke-energy.com
Ms. Jennifer Bennett
Project Manager I
Duke Energy
526 South Church Street
Charlotte, NC 28202
Dear Ms. Bennet:
Subject: Preliminary Jurisdictional Waters Determination
Duke Energy, Blewett Falls Fishing Platform Replacement Project
Lilesville, Anson County, North Carolina
CEC Project 151-852
This report summarizes the results of CEC’s desktop and on-site Preliminary Jurisdictional Waters
Determination (PJWD) conducted for Duke Energy (Duke) at the proposed Blewett Falls
Replacement Fishing Platform Area totaling approximately 1.7 acres, near the town of Lilesville,
Anson County, North Carolina ( Project or Project Area) (Figure 1).
The purpose of this desktop assessment and on-site wetlands and waters investigation was to
provide a preliminary jurisdictional opinion on the presence or absence of potential jurisdictional
Waters of the United States (WoUS) within the designated Project Area, and determination of the
Ordinary High Water (OHWM) mark below the existing power plant, or backwater area leading
to the main channel of the Pee Dee River.
1.0 BACKGROUND
WoUS are defined by the United States Army Corps of Engineers (USACE) and the U.S.
Environmental Protection Agency (EPA) as “those areas that are inundated or saturated by surface
or groundwater at a frequency and duration sufficient to support, and under normal circumstances,
do support a prevalence of vegetation adapted for life in saturated soil conditions.” In order for an
area to be classified as a jurisdictional wetland, hydrophytic vegetation, hydric soils, and wetland
hydrologic indictors must be present.
In North Carolina, the USACE and the EPA jointly regulate the discharge of dredged and fill
material within jurisdictional WoUS under Sections 401 and 404 of the Clean Water Act and
Section 10 of the Rivers and Harbors Act of 1899. WoUS includes territorial seas, navigable
coastal and inland lakes, rivers and streams (perennial and intermittent), and wetlands.
Jurisdictional features include wetlands, open waters, ponds, lakes and perennial/intermittent
streams. Jurisdictional features are regulated by the USACE and North Carolina Department of
Environmental Quality, Division of Water Quality (NC DEQ). Permits requirement are specific to
Ms. Jennifer Bennett – Duke Energy
CEC Project 151-852
Page 2
September 23, 2019
the type, location and amount of impacts, if proposed. Stormwater management plans and/or
mitigation for proposed impacts could be a requirement of the permit approval process.
This assessment can be used to assist Duke with a preliminary review of the Project Area only and
is not considered final until verified by the USACE and NCDWQ. The following supporting
documents are provided:
Figure 1: Vicinity Map;
Figure 2: USGS Topographic Map;
Figure 3A: Aerial Map;
Figure 4A: NRCS Current Soil Survey Map;
Figure 4B: NRCS Published Soil Survey Map;
Figure 5: National Wetlands Inventory (NWI) Map; and
Figure 6: Potential Jurisdictional Boundaries Map.
Attachment A: Wetland Determination Data Forms;
Attachment B: NC DEQ Stream Classification Forms; and
Attachment C: Representative Photographs.
2.0 SITE CONDITIONS AND DESKTOP REVIEW
The Project is approximately 1.7 acres and currently consists of a recreational area below the
existing Duke Energy Blewett Falls Dam Hydroelectric Power Plant, along the backwater area of
the Pee Dee River in the north, with associated parking areas to the south and central portions with
the remainder wooded (Figures 1 and 3). Surrounding land use consists mainly of industrial
facilities in association with the Hydroelectric Plant.
A review of available topography information shows the surrounding area to be gently to
moderately sloping (Figure 2). The Project contains elevations ranging from approximately 160
above mean sea level (amsl) to the OHWM of 127 feet amsl.
A review of the published and on-line National Resource Conservations Service (NRCS) Soil
Surveys for Anson County indicates there are no hydric soils within the Project Area (Figures 4A
and 4B).
A review of the National Wetlands Inventory (NWI) map indicates only the open water area of the
of the backwater area of the Pee Dee below the Powerhouse (Figure 5).
3.0 WATERSHED CLASSIFICATION AND BUFFER REQUIREMENTS
According to the NC DEQ, the Project is in the eight digit (Hydrologic Unit Code [HUC]-8:
(03040201) Yadkin-Pee Dee River Basin, the ten digit [HUC]-10: (0304020103) Marks Creek-
Pee Dee River, and the twelve digit [HUC]-12: (030402010304) Island Creek-Pee Dee River. The
Pee Dee River, from Blewett Falls Dam to N.C.-S.C. State Line, is classified as “Class C Waters”
Ms. Jennifer Bennett – Duke Energy
CEC Project 151-852
Page 3
September 23, 2019
by the NCDEQ. Class C waters are defined as: Waters protected for uses such as secondary
recreation, fishing, wildlife, fish consumption, aquatic life including propagation, survival and
maintenance of biological integrity, and agriculture.
Mandatory vegetative riparian buffers are not required by the NC DEQ based on the site locality
in a specific river basin or watershed. However, based on observations, potential jurisdictional
surface waters that may be subject to vegetative buffers are located on the site. Development or
stormwater setbacks that are specific to the proposed development of the site could be required by
the NC DEQ. Consultation with the local zoning authority is recommended to determine site
specific vegetation buffers adjacent to the features located on the site prior to submittal for zoning
approval.
4.0 PRELIMINARY JURISDICTIONAL REVIEW
This assessment utilized the 1987 USACE Wetland Delineation Manual, the 2018 Field Indicators
of Hydric Soils of the United States along with the USACE 2010 Regional Supplement:
Supplemental Guide ERDC/EL TR-12-9 (Eastern Mountains and Piedmont Region (Version 2.0),
Wilmington, NC District office. Regulator Guidance letter No. 05-05, Dated December 7th 2005,
was utilized to establish an OHWM of the backwater area, below the power plant, for the Pee Dee
river.
Potential jurisdictional areas were delineated (flagged in the field), classified, and mapped with a
sub-foot Trimble Geo7X GPS unit using the USACE Routine On-Site Determination Method.
Data representative of on-site jurisdictional wetland areas and non-jurisdictional upland areas was
collected and reported using Wetland Determination Data Forms (Attachment A).
Potential jurisdictional stream channels were classified according to NC DWQ Stream
Identification Form Version 4.11. CEC utilizes the NC DWQ stream classification forms in order
to document on-site stream conditions as requested by the USACE field and satellite offices of the
Wilmington, NC district office. These classifications include sampling with an auger, D-shaped
dip net, collecting photographic documentation, and defining approximate breakpoints (location
at which stream changes classification) within each on-site stream channel. NC DWQ Stream
Classification Forms representative of on-site stream channels were used to document stream
conditions (Attachment B).
Representative photographs were taken of on-site aquatic features and existing site conditions
(Attachment C). The locations of mapped wetlands and other WoUS, Stream Classification Points
(SCP), and Wetland Determination Data Points (DP), are depicted on (Figure 6).
5.0 RESULTS
On March, 15th 2019, CEC scientist Kevin Thomas, Professional Wetland Scientist (PWS) and
North Carolina Licensed Soil Scientist (NCLSS), delineated potential jurisdictional WoUS and
established the OHWM, within the Project Area. Based on the results of the field investigation,
Ms. Jennifer Bennett – Duke Energy
CEC Project 151-852
Page 4
September 23, 2019
there is one feature, an Unnamed Tributary (UT) to the backwater area of the Pee Dee River that
would likely be considered potential jurisdictional within the Project Area. This feature totals
approximately 303.54 linear feet of stream (Figure 6). These features consist of one potential
jurisdictional stream channel and one potential jurisdictional wetland.
Streams
With the exception of the backwater area of the Pee Dee River below Blewett Falls Powerhouse,
one potential jurisdictional stream channels exists within the Project Area (Figure 6; Table 1).
Stream SA 1 orginates in the eastern portion of the Project Area and generally flows due west,
then in a north direction until it confluences with backwaters of the Pee Dee River and is a Relativly
Permanent Water (RPW) (Perennial stream). Photo representation of the OHWM, which was
established at elevation 127’ National Geodectec Vertical Datum 1929, of the backwater area of
the Pee Dee were collected (Attachment C; Photographs 11 & 12)
Perennial streams exhibit year-round flow with strong geomorphological, hydrological, and
biological characteristics. The on-site perennial stream generally include soil based evidence of
high water table, iron oxidizing bacteria, strong continuity of channel bed and bank, with some
aquatic biological activity.
Table 1. Summary of on-site Non-Wetland Waters of the United States within the Project Area
Jurisdictional
Stream
NCDEQ
Classification
NCDEQ
Score(s) Photograph(s) Linear
Footage
SA 1 Perennial 38.5 3 through 9 303.54
Stream Total 303.54
Non-Jurisdictional Upland Areas
No additional WoUS were delineated within the Project Area (Figure 6). Wetland Determination
Data Forms and photos representative of upland areas and Stream Collection Points were collected
outside the delineated wetland boundaries or in non-juridistional channels, (Attachment A, B and
C; Photographs 1, 2 & 10).
6.0 RECOMMENDATIONS
The Report and on-site Delineation provided by CEC represents our best professional judgment
regarding the potential of on-site wetlands, streams, and other water features at the time of the
investigation that can be used for preliminary project planning only. Wetlands and other potential
jurisdictional waters are present on the site, which are regulated by the USACE and/or NC DEQ.
However, until a Jurisdictional Determination (JD) is issued by the regulatory agency, these
findings can only be considered preliminary and is not an official governmental approval. CEC
recommends that before any construction or other earth disturbance activities occur on site, a
formal JD should be obtained from the USACE.
Ms. Jennifer Bennett – Duke Energy
CEC Project 151-852
Page 5
September 23, 2019
Thank you for the opportunity to provide these services on this project. Please do not hesitate to
contact Kevin Thomas at (410) 259-4745 or kthomas@cecinc.com should you have any questions
or comments regarding this report.
Sincerly,
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
Kevin Thomas, PWS, NCLSS Todd Gingerich, PE
Senior Project Manager Principal
Attachments
FIGURES
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3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273980-237-0373 800-365-2324
DRAWN BY:
DATE:
APPROVED BY:
PROJECT NO:
FIGURE N O:1
DUKE ENERGY CORPORATIONBLEWETT FALLS FISHING PLATFORMTOWN OF MOUNT GILEADMONTGOMERY COUNTY, NORTH CAROLINA
JCH9/23/2019
0 2,000 4,000
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1 " = 2,000 '
VICINITY MAP
KT *KT151-852.BF06CHECKED BY:
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LEGEND
PR OJECT AREA (1.7 Acres)
ESR I STREETMAP / ARCGIS MAP SERVICEACCESSED 07/29/2019
* Hand signature on file
NORTH!a North Carolina
Virginia
Georgia South Ca rolina
Tennes see
Kentucky State Location Extent
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3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273980-237-0373 800-365-2324
DRAWN BY:
DATE:
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PROJECT NO:
FIGURE N O:2
DUKE ENERGY CORPORATIONBLEWETT FALLS FISHING PLATFORMTOWN OF MOUNT GILEADMONTGOMERY COUNTY, NORTH CAROLINA
JCH9/23/2019
0 2,000 4,000
SCALE IN FEET
1 " = 2,000 '
USGS TOPOGRAPHIC MAP
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LEGEND
PR OJECT AREA (1.7 Acres)
USGS TOPOGRAPHIC MAP / ARCGIS MAP SERVICE: HTT P://GOT O.ARCGISONLINE.COM/MAPS/USA_TOPO_MAP S,ACCESSED 9/23/2019.
* Hand signature on file
NORTH!a
www.cecinc.com
3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273980-237-0373 800-365-2324
DRAWN BY:
DATE:
APPROVED BY:
PROJECT NO:
FIGURE N O:3
DUKE ENERGY CORPORATIONBLEWETT FALLS FISHING PLATFORMTOWN OF MOUNT GILEADMONTGOMERY COUNTY, NORTH CAROLINA
JCH9/23/2019
0 100 200
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1 " = 100 '
AERIAL MAP
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LEGEND
PR OJECT AREA (1.7 Acres)
ESR I W OR LD IMAGERY / ARCGIS MAP SERVICE:HTT P://GOT O.ARCGISONLINE.COM/MAPS/WORLD_IMAGERY, ACCESSED 9/23/2019, IMAGERY DATE: 2018.
* Hand signature on file
NORTH!a
W
UdC
PgC
PgD
PgB
RmA
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3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273980-237-0373 800-365-2324
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FIGURE N O:4A
DUKE ENERGY CORPORATIONBLEWETT FALLS FISHING PLATFORMTOWN OF MOUNT GILEADANSON COUNTY, NORTH CAROLINA
JCH9/23/2019
0 100 200
SCALE IN FEET
1 " = 100 '
NRC S CURRENT SOILS MAP
KT *KT151-852.BF06CHECKED BY:
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SO IL MAP UNIT
PR OJECT AREA (1.7 Acres)
* Hand signature on file
NORTH!a
Ma p Sym bol Soil De scription Hydric Sta tus Acre sWWaterNot hy dric 0.01UdCUdorthents, loamy, 0 to 15 percent slopes Not hy dric 0.96PgDPacolet gravelly sandy loam, 15 to 25 percent slopes Not hy dric 0.69
REF ERE NCEESRI WORLD I MAGE RY / ARCGIS MA P SERV ICE :HT TP://G OTO.A RCGI SO NLI NE .CO M/MAPS/WOR LD_IMAG ERY, ACCESSED 9/23/2019, I MAGE RY D ATE: 2018.
W
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PgC
PgD
PgB
PgB
W
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3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273980-237-0373 800-365-2324
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DATE:
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FIGURE N O:4B
DUKE ENERGY CORPORATIONBLEWETT FALLS FISHING PLATFORMTOWN OF MOUNT GILEADANSON COUNTY, NORTH CAROLINA
JCH9/23/2019
0 150 300
SCALE IN FEET
1 " = 150 '
NRC S PUBLISHED SOILS MAP
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PR OJECT AREA (1.7 Acres)
* Hand signature on file
NORTH!a
Ma p Sym bol Soil De scription Hydric Sta tus Acre sWWaterNot hy dric 0.01UdCUdorthents, loamy, 0 to 15 percent slopes Not hy dric 0.96PgDPacolet gravelly sandy loam, 15 to 25 percent slopes Not hy dric 0.69
REF ERE NCEESRI WORLD I MAGE RY / ARCGIS MA P SERV ICE :HT TP://G OTO.A RCGI SO NLI NE .CO M/MAPS/WOR LD_IMAG ERY, ACCESSED 9/23/2019, I MAGE RY D ATE: 2018.
17016
0
150
1801 4 0
1
30
1902002001801901
80
200
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3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273980-237-0373 800-365-2324
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DATE:
APPROVED BY:
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FIGURE N O:5
DUKE ENERGY CORPORATIONBLEWETT FALLS FISHING PLATFORMTOWN OF MOUNT GILEADANSON COUNTY, NORTH CAROLINA
JCH9/23/2019
0 150 300
SCALE IN FEET
1 " = 150 '
NATIONAL WETLAND INVENTORY (NWI) MAP
KT *KT151-852.BF06CHECKED BY:
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PR OJECT AREA (1.7 Acres)
NWI RESOURCE
10 FT INDEX CONTOUR
2 FT CONTOUR
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NORTH!a
REF ERE NCEESRI WORLD I MAGE RY / ARCGIS MA P SERV ICE :HT TP://G OTO.A RCGI SO NLI NE .CO M/MAPS/WOR LD_IMAG ERY, ACCESSED 9/23/2019, I MAGE RY D ATE: 2018.
U.S. FISH & WILD LIFE SERVI CENATIONAL WETLANDS INVENTO RY (NWI) DATA BASE FORNORTH CAR OLINA , 2014.
CO NT OU RS DE RIVED FRO M NC ONE MA P GE OPO RTALNOVEMBER, 2018
#*
#*
#*
Waters of the US RPWStream Area 1: 303.54 LFPerennial Flow: 303.54 LF
Existing Box Culvertand Access Road
DP 1 UP
SCP 1
SCP 2
1
6
0
140
1 5 0
1
7
0
130
1
8
0
190
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3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273980-237-0373 800-365-2324
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DATE:
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PROJECT NO:
FIGURE N O:6
DUKE ENERGY CORPORATIONBLEWETT FALLS FISHING PLATFORMTOWN OF MOUNT GILEADANSON COUNTY, NORTH CAROLINA
JCH9/23/2019
0 75 150
SCALE IN FEET
1 " = 75 '
JURISDICTIONAL FEATURES MAP
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#*WETLAND D ATA PO IN T (D P)
#*STR EAM CO LLEC TIO N POIN T (SCP)
PEREN NIAL STR EAM
PR OPOSED WALKWAY AR EA
PROJECT AREA (1.7 Acres)
EXISTING FEATURES
OHWM
10 FT INDEX CONTOUR
2 FT CONTO UR
* Hand signature on file
NORTH!a
REF ERE NCEESRI WORLD I MAGE RY / ARCGIS MA P SERV ICE :HT TP://G OTO.A RCGI SO NLI NE .CO M/MAPS/WOR LD_IMAG ERY, ACCESSED 9/23/2019, I MAGE RY D ATE: 2018.
CO NT OU RS DE RIVED FRO M NC ONE MA P GE OPO RTALNOVEMBER, 2018
NOTE: JURISD ICTIONAL FEATUR ES HAVE NOTBEEN VERIFIED BY THE ACOE or NCD WQ.RPW = RE LATIVE LY PERM ANENT WATERS
ATTACHMENT A
WETLAND DETERMINATION DATA FORMS
Project/Site:City/County:Sampling Date:
Applicant/Owner:State:Sampling Point:
Investigator(s):Section, Township, Range:
Landform (hillslope, terrace, etc.):Local Relief (concave, convex, none):Slope (%):0-1%
Subregion (LRR or MLRA):Lat:Long:Datum:
Soil Map Unit Name:NWI classification:
Yes X No (If no, explain in Remarks.)
Are Vegetation N , Soil N , or Hydrology significantly disturbed?Are "Normal Circumstances" present?
Yes X No
Are Vegetation N , Soil N , 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
Hydric Soil Present?Yes No X Yes No X
Wetland Hydrology Present?Yes No X
Remarks:
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Surface Water (A1)True Aquatic Plants (B14)Sparsely Vegetated Concave Surface (B8)
High Water Table (A2)Hydrogen Sulfide Odor (C1)Drainage Patterns (B10)
Saturation (A3)Oxidized Rhizospheres on Living Roots (C3)Moss Trim Lines (B16)
Water Marks (B1)Presence of Reduced Iron (C4)Dry-Season Water Table (C2)
Sediment Deposits (B2)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 (B4)Other (Explain in Remarks)Stunted or Stressed Plants (D1)
Iron Deposits (B5)Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7)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):Wetland Hydrology Present?
Saturation Present?Yes No X Depth (inches):Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountain and Piedmont - Version 2.0
N/A
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
N/A
N/A
Is the Sampled Area
within a Wetland?
Terrace concave
LRR P 34.982252 -79.875762
UdC Udorthents, loamy, 0 to 15 percent slopes Not a mapped wetland
Are climatic/hydrologic conditions on the site typical for this time of year?
N
N
NAD83
K. Thomas, PWS & NC LSS N/A
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
Duke/Blewett Falls Lilesville, Anson Co.March 15, 2019
Duke Energy Progress, Inc.NC DP-1 UP
Sampling Point:
Absolute Dominant Indicator
Tree Stratum 30' radius )% Cover Species?Status
1.15 Yes FAC That Are OBL, FACW, N/A (A)
2.
3.
4.Species Across All Strata:(B)
5.
6.
7.That Are OBL, FACW, or FAC:(A/B)
15
Sapling/Shrub Stratum:(Plot Size: 15' radius )
1.15 Yes FACU
2.OBL species x 1 =
3.FACW species x 2 =
4.FAC species x 3 =
5.FACU species x 4 =
6.UPL species x 5 =
7.Column Totals:(A)(B)
8
9
15
Herb Stratum:(Plot size:5' radius )Hydrophytic Vegetation Indicators:
1.90 FACU 1 - Rapid Test for Hydrophytic Vegetation
2.2 - Dominance Test is >50%
3.3 - Prevalence Index is ≤3.01
4.
5.
6. Problematic Hydrophytic Vegetation1 (Explain)
7.
8
9
10 Definitions of Four Vegetation Strata:
11
12
13
14
15
16
17
18
19 Woody Vines - All woody vines greater than 3.28 ft in height.
90
(Plot size:30' radius )
1.
2.
3.
4.Yes No X
5.
0
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Woody Vine Stratum:
Sapling - Woody plants, excluding woody vines, approximately 20 ft
(6 m) or more in height and less than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines, approximately 3 to 20
ft (1 to 6 m) in height.
Herb - All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
= Total Cover
Hydrophytic
Vegetation
Present?
= Total Cover
1 Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of height.
0
4 - Morphological Adaptations1 (Provide supporting
data in Remarks or on a separate sheet)
Prevalence Index = B/A =#DIV/0!
Festuca rubra
= Total Cover
0
Prevalence Index worksheet:
Ligustrum sinese Total % Cover of:Multiply by:
0
0
0
0
Percent of Dominant Species
33%
= Total Cover
VEGETATION (Four Strata) - Use scientific names of plants.DP-1 UP
Dominance Test worksheet:
(Plot size:Number of Dominant Species
Liquidambar styraciflua 1
Total Number of Dominant
3
SOIL Sampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
%%Type1 Loc2
85 15 C M
1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL= Pore Lining, M=Matrix.
Hydric Soil Indicators:Indicators for Problematic Hydric Soils3:
Histosol (A1)Dark Surface (S7)2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)Polyvalue Below Surface (S8) (MLRA 147,148)Coast Prairie Redox (A16)
Black Histic (A3)Thin Dark Surface (S9) (MLRA147, 148)
Hydrogen Sulfide (A4)Loamy Gleyed Matrix (F2)Piedmont Floodplain Soils (F19)
Stratified Layers (A5)Depleted Matrix (F3)
2 cm Muck (A10) (LRR N)Redox Dark Surface (F6)Very Shallow Dark Surface (TF12)
Depleted Below Dark Surface (A11)Depleted Dark Surface (F7)Other (Explain in Remarks)
Thick Dark Surface (A12)Redox Depressions (F8)
Sandy Mucky Mineral (S1) (LRR N,Iron-Manganese Masses (F12) (LRR N,
Sandy Gleyed Matrix (S4)Umbric Surface (F13) (MLRA 136, 122)
Sandy Redox (S5)Piedmont Floodplain Soils (F19) (MLRA 148)
Stripped Matrix (S6)Red Parent Material (F21) (MLRA 127, 147)
Restrictive Layer (if observed):
Type:
Depth (inches):Hydric Soil Present?Yes No X
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
unless disturbed or problematic.
Other observed soil borings had dark Fe and/or MN concentrations within upper 8", but matrix chroma's 3 or more.
(MLRA 147, 148)
(MLRA 136, 147)
MLRA 147, 148)MLRA 136)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
0-16 10 YR 4/4 10 YR 5/6 loam Fill
DP-1 UP
Depth Matrix Redox Features
(inches)Color (moist)Color (moist)Texture Remarks
ATTACHMENT B
NCDWQ STREAM CLASSIFICATION FORMS
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
A. Geomorphology (Subtotal=__19.5_) Absent Weak Moderate Strong
1.a Continuity of channel bed and bank 0 1 2 3
2. sinuosity of channel along thalweg 0 1 2 3
3. in-channel structure: ex. Riffle-pool, step-pool 0 1 2 3
4. Particle size of stream substrate 0 1 2 3
5. Active/relict floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9. Grade Control 0 0.5 1 1.5
10. Natural Valley 0 0.5 1 1.5
11. Second or greater order channel No = 0 Yes = 3
a-artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal=____10___)
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 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 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
C. Biology (Subtotal=___9__)
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 2 3
21. Aquatic Mollusks 0 1 2 3
22. Fish 0 0.5 1 1.5
23. Crayfish 0 0.5 1 1.5
24. Amphibians 0 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
Notes: Multiple benthics caddis/mayflies, redox with chroma 2 or less, substrate sands, gravels and cobles.
Sketch:
Date:3-15-19 Project/Site: Duke/Blewett Falls Latitude: 34.982702
Evaluator: KT County: Anson Longitude: -79.982702
Total Points:
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30* 38.5
Stream Determination: (circle one)
Ephemeral Intermittent Perennial
Stream ID: SCP 1 @ SA 1
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
A. Geomorphology (Subtotal=__6_) Absent Weak Moderate Strong
1.a Continuity of channel bed and bank 0 1 2 3
2. sinuosity of channel along thalweg 0 1 2 3
3. in-channel structure: ex. Riffle-pool, step-pool 0 1 2 3
4. Particle size of stream substrate 0 1 2 3
5. Active/relict floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9. Grade Control 0 0.5 1 1.5
10. Natural Valley 0 0.5 1 1.5
11. Second or greater order channel No = 0 Yes = 3
a-artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal=____1.5___)
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 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 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3
C. Biology (Subtotal=___3__)
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 2 3
21. Aquatic Mollusks 0 1 2 3
22. Fish 0 0.5 1 1.5
23. Crayfish 0 0.5 1 1.5
24. Amphibians 0 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
Notes: No base flow, faint redox, substrate sand over silts/clays no benthics.
Sketch:
Date:3-15-19 Project/Site: Duke/Blewett Falls Latitude: 34.982158
Evaluator: KT County: Anson Longitude: -79.982551
Total Points:
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30* 10.5
Stream Determination: (circle one)
Ephemeral Intermittent Perennial
Stream ID: SCP 2
ATTACHMENT C
REPRESENTATIVE PHOTOGRAPHS
1 | Page
Photo Number: 1
Date: March 15, 2019
Description:
DP 1 UP Culvert Near Data Point
Photo Number: 2
Date: March 15, 2019
Description:
DP 1 UP Soil
Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone 980/237-0373 ∙ Toll Free: 855/859-9932
www.cecinc.com
Duke Energy Progress, Inc.
Blewett Falls Fishing Platform Project
Lilesville, Anson County, North Carolina
CEC Project 151-852
2 | Page
Photo Number: 3
Date: March 15, 2019
Description:
SA 1 View Looking Northeast Down Reach
Photo Number: 4
Date: March 15, 2019
Description:
SA 1 View Looking Northwest Across Reach
Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone 980/237-0373 ∙ Toll Free: 855/859-9932
www.cecinc.com
Duke Energy Progress, Inc.
Blewett Falls Fishing Platform Project
Lilesville, Anson County, North Carolina
CEC Project 151-852
3 | Page
Photo Number: 5
Date: March 15, 2019
Description:
SA 1 View Looking Southwest Up Reach
Photo Number: 6
Date: March 15, 2019
Description:
SA 1 View of Box Culvert
Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone 980/237-0373 ∙ Toll Free: 855/859-9932
www.cecinc.com
Duke Energy Progress, Inc.
Blewett Falls Fishing Platform Project
Lilesville, Anson County, North Carolina
CEC Project 151-852
4 | Page
Photo Number: 7
Date: March 15, 2019
Description:
SCP 1 @ SA1 Soil Based Evidence of High Water
Table
Photo Number: 8
Date: March 15, 2019
Description:
SA 1 View Looking East Up Reach Above Box
Culvert
Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone 980/237-0373 ∙ Toll Free: 855/859-9932
www.cecinc.com
Duke Energy Progress, Inc.
Blewett Falls Fishing Platform Project
Lilesville, Anson County, North Carolina
CEC Project 151-852
5 | Page
Photo Number: 9
Date: March 15, 2019
Description:
SA 1 Up reach at Box Culvert
Photo Number: 10
Date: March 15, 2019
Description:
SCP 2 and DP 1 UP View Looking North Down
Reach Towards SA 1, and Typical Vegetation
View
Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone 980/237-0373 ∙ Toll Free: 855/859-9932
www.cecinc.com
Duke Energy Progress, Inc.
Blewett Falls Fishing Platform Project
Lilesville, Anson County, North Carolina
CEC Project 151-852
6 | Page
Photo Number: 11
Date: March 15, 2019
Description:
View Looking East at OHWM on Pee Dee River
Photo Number: 12
Date: March 15, 2019
Description:
View Looking West at OHWM Point on Pee Dee
River
Civil & Environmental Consultants, Inc.
Charlotte, NC
Phone 980/237-0373 ∙ Toll Free: 855/859-9932
www.cecinc.com
Duke Energy Progress, Inc.
Blewett Falls Fishing Platform Project
Lilesville, Anson County, North Carolina
CEC Project 151-852