20231393 Ver 1_Edwards Property Drawings and Documentation_20231011

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USACE/NCDWR Agent Authorization Form
Property/Site: Edwards Property
Address of site: Lake Glad Rd, Wendell, NC
1783410646,
Parcel Identification Number (PIN): 1783420133
Owner Information:
Name: DEPENDABLE DEVELOPMENT INC
2649 BREKONRIDGE CENTRE DR
Address: STE104
MONROE NC 28110
Telephone Number:
E-mail Address:
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)
and/ or the North Carolina Division of Water Resources (NCDWR) 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 (WOTUS) subject to Federal/State jurisdiction under Section
404 and 401 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Terracon, as designated by the current property owner, is the authorized consultant to coordinate,
schedule, and provide supplemental information to both agencies in support of this verification
and/or permit application.
Property Owner Signature: �-� , �,'', .1"���=ti�?�'�_�
Date:
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EXISTING FEATURE INVENTORY
WETLAND #1
24,109 SF
WETLAND #2
432 SF
WETLAND #3
10,108 SF
WETLAND #4
4,413 SF
WETLAND #5
523,035 SF
WETLAND #6
2,867 SF
POND #1
33,078 SF
POND #2
111,118 SF
STREAM #1
2,826 LF
STREAM #2
125 LF
I r:(,p:I\If)
— —
PROPERTY LINE (PL)
ADJACENT PROPERTY LINE
R/W
RIGHT-OF-WAY LINE
SETBACK LINE
UTILITY EASEMENT
X X X X
PROPOSEDFENCE
PROPOSED METAL GUARDRAIL
0 0 0
PROPOSED ORNAMENTAL FENCE
PROPOSED RETAINING WALL
PROPOSED STANDARD CURB
RIPARIAN BUFFER LINE
100-YEAR FLOODPLAIN
+
RCA AREA
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Date:
05/ 1 9/2023
Scale:
200'
Drawn:
Drawn:
BWM
Checked:
JMC
Project No.
825-02
Computer Dwcg. Name
825-02 2 EXISTING CONDITIONS
Sheet No:
2
PRELIMINARY DRAWING -
NOT FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NCDOT
STANDARDS AND THE TOWN OF WENDELL'S AND CITY OF
RALEIGH PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS

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301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
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License # C-1739
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301 GLENWOOD AVE. 220
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PHONE: [phone]
FAX [phone]
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LEE WIGGINS EXC
PIN: 1783720339
1868 PG. 00-E-
LILES FAMILYLLC
PIN.- 178372447),
DB. 3304 PG. 1
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IMPACT AREA 4
200' 0 200' 400'
SCALE: 1" = 200'
1
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301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
License # C-1739
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40
NORTH
WETLAND /
PERMANENT WETLAND
IMPACT 542 SF
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M PACT TOTALS
ZONE 1 IMPACT
ZONE 2 IMPACT
PERMANENT STREAM IMPACT
PERMANENT STREAM IMPACT NO LOSS
PERMANENT WETLAND IMPACT 1542 SF
RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
** TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS
PUMPING FOR PIPE INSTALLATION
WETLAND IMPACT
tL�-N\Nz
30' 0 30' 60'
SCALE: 1" = 30'
1
CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
License # C-1739
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M PACT TOTALS
ZONE 1 IMPACT
ZONE 2 IMPACT
PERMANENT STREAM IMPACT
PERMANENT STREAM IMPACT NO LOSS
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT 433 SF
SURFACE WATER IMPACT 8,295 SF
RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
** TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS
PUMPING FOR PIPE INSTALLATION
WETLAND IMPACT
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30' 0 30' 60'
SCALE: 1" = 30'
1
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301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
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2,317 SF
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WETLAND
PROPOSED LIMITS
OF6ISTURBANCE
PERMANENT STREAM f/
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<i�• R1 tPIPRAPI 11A SF *
M PACT TOTALS
ZONE 1 IMPACT 9,481 SF
ZONE 2 IMPACT 5,258 SF
PERMANENT STREAM IMPACT 964 SF 149 LF
PERMANENT STREAM IMPACT NO LOSS 177 SF 36 LF
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
** TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS
PUMPING FOR PIPE INSTALLATION
Fz Av- ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
TEMPORARY STREAM IMPACT
STREAM IMPACT
MESTREAM IMPACT NO LOSS (RIP RAP)
30' 0 30' 60'
SCALE: 1" = 30'
1
CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
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27C
27C
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HEADWAL
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18" RCP
INV=272.14
8" WATER MAIN
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NCDOT PREI
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42"RCP ----
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INV. IN=263.00
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EXISTING CHANNEL
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255
9+75.00 10+00.00 10+50.00 11 +00.00 11 +50.00 11 +84.78
M PACT AREA 4
VERTICAL SCALE: 1" = 6'
HORIZONTAL SCALE: 1" = 30'
30' 0 30' 60'
SCALE: 1" = 30'
_ 1
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301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
License # C-1739
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13+00.00
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260
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250
245
240
235
14+00.00
30' 0 30' 60'
SCALE: 1" = 30'
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301 GLENWOOD AVE. 220
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HORIZONTAL SCALE: 1" = 30'
17+00.00
17+50.00
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301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
260
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ZONE 1IMPACT
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ZONE 2 IMPACT /
302 SF
ZONE 2 IMPACT
304 SF
ZONE1IMPACT
380 SF
WATERMAIN INSTALLED
VIA BORE AND JACK
(NO STREAM IMPACT)
PROPOSED LIMITS
OF DISTURBANCE
M PACT TOTALS
ZONE 1 IMPACT 941 SF
ZONE 2 IMPACT 1,123 SF
PERMANENT STREAM IMPACT
PERMANENT STREAM IMPACT NO LOSS
TEMPORARY STREAM IMPACT
PERMANENT WETLAND IMPACT
RIPRAP TO MATCH EXISTING CHANNEL GEOMETRY
** TEMPORARY BYPASS BERM WITH TEMPORARY BYPASS
PUMPING FOR PIPE INSTALLATION
Fz Av- ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
TEMPORARY STREAM IMPACT
STREAM IMPACT
MESTREAM IMPACT NO LOSS (RIP RAP)
30' 0 30' 60'
SCALE: 1" = 30'
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CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
License # C-1739
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270
26'r
26C
25'r
25C
24v
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12" DIP WATER MAIN
10' X 20' BORE PIT
24" RESTRAINED JOINT 10' X 10' RECEIVING PI1
DIP ENCASEMENT PIPE
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245
240
10+50.00 11 +00.00 11 +50.00 11 +75.00
IMPACT AREA 6
VERTICAL SCALE: 1" = 6'
HORIZONTAL SCALE: 1" = 30'
30' 0 30' 60'
SCALE: 1" = 30'
_ 1
CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
License # C-1739
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SHEET

PUMP -AROUND PRACTICE
PLAN VIEW
Silt Bag as shown
n detail 3.25.
stream
diversion pumps
discharge hoses _
O
N
intake
I/
_\ P dewatering pump
A A
flow
t�
!
LINTAKE HOSE
hose
flow
sediment dike
clean water dike
f�
sump —hole
pumps should discharge p
p g
RK ARE
WOA
or pool
12 to 18 deep
( P
onto a stable velocity
dissipator made of rip rap
LENGTH NOT TO EXCEED
w/ 2' diameter)
THAT WHICH CAN BE
COMPLETED IN ONE DAY
SECTION A —A
___�us sheeting
Owork area base flow + 1 foot
SEl v/ (2 foot minimum)
cross section of sandbag dike
PUMP —AROUND PRACTICE
DESCRIPTION:
The work should consist of installing a temporary pump around
and supporting measures to divert flow around in —stream construction sites.
IMPLEMENTATION SEQUENCE:
Sediment control measures, pump —around practices, and associated channel and bank
construction should be completed in the following sequence (refer to Detail 2/SEl):
1 Construction should not begin until all sediment and erosion control measures
have been installed and approved by the engineer and the sediment control inspector.
The contractor should stay within the limits of the disturbance as shown on the plans
and minimize disturbance within the work area whenever possible.
2 Upon installation of all sediment control measures and approval by the sediment
control inspector, the contractor should begin work at the upstream
section and proceed downstream beginning with the establishment of stabilized construction
entrances. In some cases, work may begin downstream if appropriate. The sequence of
construction must be followed unless the contractor gets written approval for deviations
from the engineer or local authority. Work should not be conducted in the channel during
rain events.
3 Sandbag dikes should be situated at the upstream and downstream ends of the work
area as shown on the plans, and stream flow should be pumped around the work area
The pump should discharge onto a stable velocity dissipater made of riprap.
4 Excavated topsoil and subsoil should be kept separate, placed on the upland side of
the excavation, and replaced in their natural order.
5 All construction should take place during stream low flows. The length of construction
time should be limited to a maximum of 2 days for each crossing.
6 Water from the work area should be pumped to a dewatering bag as shown in detail 3.25
The measure should be located
such that the water drains back into the channel below the downstream sandbag dike.
7 Traversing a channel reach with equipment within the work area where no work is proposed
should be avoided. If equipment has to traverse such a reach for access to another area,
then timber mats or similar measures should be used to minimize disturbance to the channel
Temporary stream crossings should be used only when necessary and only where noted on the
plans or specified.
8 All stream restoration measures should be installed as indicated by the plans and all
banks graded in accordance with the grading plans and typical cross —sections. All grading
must be stabilized at the end of each day with seed and mulch or seed and matting as
specified on the plans.
9 After an area is completed and stabilized, the clean water dike should be removed.
After the first sediment flush, a new clean water dike should be established upstream
from the old sediment dike. Finally, upon establishment of a new sediment dike below
the old one, the old sediment dike should be removed.
10 The contractor is responsible for providing access to and maintaining all erosion
and sediment control devices until the sediment control inspector approves their removal.
PUMP AROUND PRACTICE
1
CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
www.cegroupinc.com
License # C-1739
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09/20/2023
SHEET

ROY COOPER.
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Gayle H. Edwards and William H. Edwards
8605 Murray Hill Drive
Raleigh, NC 27615
Determination Type:
NORTH CAROLINA
Environmental Quality
October 2, 2019
Subject: Surface Water Determination Letter
NBRRO# 19-324
Wake County
I Buffer Call I Isolated or EIP Call I
®Neuse (15A NCAC 2B .0233)
❑
El Tar -Pamlico (15A NCAC 2B .0259) Ephemeral/Intermittent/Perennial Determination
❑ Isolated Wetland Determination
❑ Jordan (15A NCAC 2B .0267)
Project Name: Edwards
Location/Directions: The projected area is off 0 and 1005 Lake Glad Rd., in Wendell, Wake
County
Subject Stream: UTs to Buffalo Creek
Determination Date: 10/2/2019 Staff: Cheng Zhang
Stream
E/I/P
*
Not Subject
to Buffers
Subject to
Buffers
Start@
Stop@
Soil
Survey
USGS
To o
SA
I
X
Culvert on east side
of Lake Glad Rd
West end of
Pond PC
X
X
SB
I
X
DWR flag
X
SC
P
X
X
X
Pond PA
X
X
X
Pond PB
X
X
Pond PC
X
X
X
*EIIIP = Ephemeral/Intermittent/Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
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Raleigh Rtryic711a1 Ofiice 3t3()U C3a1 rt it Drive I Raie°igll. Nc>rtll Carcttina 2F609
DapaiaiwN 6r.�-u,iroas�;k d:� r�� 919.791.4200

considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR or Delegated Local Authority may request a
determination by the Director. An appeal request must be made within sixty (60) days of date of this letter or
from the date the affected party (including downstream and/or adjacent owners) is notified of this letter. A
request for a determination by the Director shall be referred to the Director in writing If sending via US
Postal Service c/o Karen Higgins DWR — 401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC
27699-1617. If sending via delivery service (UPS, FedEx, etc.) Karen Higgins DWR — 401 & Buffer Permitting
Unit, 512 N. Salisbury Street Raleigh, NC 27604
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty
(60) days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State,
and Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Cheng Zhang at [phone].
Sincerely,
Rick Bolich, L.G.
Assistant Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy

121
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Roy Cooper, Governor
0■ ■■0 INC DEPARTMENT OF
■ ■
■■u■■ NATURAL AND CULTURAL RESOURCES
■ ■■■
October 11. 2023
Robert Turnbull
Terracon Consultants, Inc.
2401 Brentwood Road, Suite 107
Raleigh, NC 27604
RE: Edwards Site
Dear Robert Turnbull:
D. Reid Wilson, Secretary
Micky Buchanan
Deputy Director, Natural Heritage Program
N CN H D E-23591
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/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. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
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, Registered Heritage Area, Land and Water Fund 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 the NCNHP at natural.heritage(a)dncr.nc.gov.
Sincerely,
NC Natural Heritage Program
DEPAR71MEN7 OF NATURAL AND CULTURAL RESOURCES
fl 121 W. JONES STREET, RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. Nc 27699
OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Edwards Site
October 11, 2023
NCNHDE-23591
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name ast Element
Group Observation Occurrence
.0 2 Date Rank
Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre H?
Damselfly
Dragonfly or
33753 Somatochlora Coppery Emerald 2004-Pre H?
Damselfly
georgiana
Natural
28890 Coastal Plain --- 2001 C
Community
Semipermanent
Impoundment
(Cypress -Gum
Subtype)
Accuracy Federal
Status
5-Very
Low
5-Very
Low
2-High
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Nam Representational Rating Collective Rating
Wendell Lake R5 (General) C5 (General)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner
Town of Wendell Open Space Town of Wendell Local Government
Town of Wendell Open Space Town of Wendell Local Government
Wake County Open Space - OS-085 Wake County Local Government
Wake County Open Space - OS-090 Wake County Local Government
Wake County Open Space - OS-111 Wake County Local Government
State Global State
Status Rank Rank
--- Significantly G5 S2?
Rare
--- Significantly G3G4 Sl?
Rare
--- --- G4G5 S4
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on October 11, 2023; source: NCNHP, Summer (July) 2023.
Please resubmit your 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

F
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NCNHDE-23591: Edwards Site
ry Club
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Old Nowell Rd /
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W+L //
/ Stotts Mali Rd 0 5 1.1 Miles
October 11, 2023
® NHP Natural Area (NHNA)
® Managed Area (MAREA)
Q Buffered Project Boundary
Q Project Boundary
Sources: Esri, Airbus IDS, USGS, NGA, NASA, CGIAR, N Robinson, NCEAS,
NLS, OS, NMA, Geodatastyrelsen, Rijkswaterstaat GSA, Gecland, FEMA,
Intermap and the GIS user community
Sources: Esri. HERE, Garmin, FAO, NOAA, USGS, © OpenStreetMap
contributors; and the GIs User Community
Page 3 of 3