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Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
Section 404 Permit Section 10 Permit
Sec ❑
FH
a Jr
1b. Specify Nationwide Permit (NWP) number: NWP 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Saluga IV Solar Farm
2b. County:
Cumberland
2c. Nearest municipality / town:
Godwin
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Ken Hawley 9J pyo r��Y
3b. Deed Book and Page No.
3240-208 .o G
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
10435 Dunn Road
3e. City, state, zip:
Dunn, NC 28334
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Developer
4b. Name:
Mr. Paul Fleury
4c. Business name
(if applicable):
Saluga Farms IV, LLC
4d. Street address:
1634 Ashley River Road
4e. City, state, zip:
Charleston, SC 29407
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Bradley S. Luckey
5b. Business name
(if applicable):
Pilot Environmental Inc.
5c. Street address:
PO Box 128
5d. City, state, zip:
Kernersville, NC 27285
5e. Telephone no.:
336.708.4997
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
0593-84-7599
Latitude: 35.2017027 Longitude: -
1b. Site coordinates (in decimal degrees):
78.6891732
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
39.90 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
South River
proposed project:
2b. Water Quality Classification of nearest receiving water:
Class C, Swamp waters (Sw)
2c. River basin:
Cape Fear
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 site contains undeveloped wooded land and agricultural fields. Structures are not located on the site. The site is
located in a residential/rural area of Godwin.
3b. List the total estimated acreage of all existing wetlands on the property:
-6.5 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
streams=0', open waters (pond) _ -0.50 acres
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide access and interconnection during development and long term
maintenance of the site as a solar farm.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of development of the site with a solar farm. In order to provide safe access and
interconnection of the site, a culvert replacement and widening of an existing farm road is necessary. To facilitate
development of the site and construction of the proposed culvert replacement/road widening, clearing and grading the
site is necessary. Graders, haulers, excavators and other heavy equipment will be used during site construction.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes E-1 No El Unknown
project (including all prior phases) in the past?
Comments: SAW-2014-00462
4b. If the Corps made the jurisdictional determination, what type
El preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): unknown
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE JD=4.8.15
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version

S. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ❑ No ® Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
The adjacent parcel to the west was included with the USACE JD that provides coverage for the site parcel. The
adjacent parcel has been developed with a solar farm (Soluga III). PEI is not aware of impacts to WoUS assicated with
adjcaent parcel west of the site. Based upon review of aerial photography and USACE JD, it does not appear that
impacts to WoUS were required for development of Soluga III solar farm located on adjacent parcel west of the site.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
The project is not part of a phased project. Impacts to streams/wetlands, outside of those proposed in this appilication,
are not anticipated as a result of the proposed project.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers
® Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ®P ®T
Fill/Pump Around
B ottomland
® Yes
[_1 No
® CorpsHardwoods
❑ DWQ
0.005/0.005
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.005/0.005
2h. Comments: The culvert replacement and widening of the existing road will permanently fill 0.005 acres (203SF) of fill
associated with rip -rap inlet protection, road side slope fill and culvert fill. Additionally the culvert replacement and road
widening will temporarily impact 0.005 acres (232SF) of wetlands associated with coffer dam pump around. Areas of
temporary impact will be restored to similar pre -construction conditions and seeded with native vegetation.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
[:11 NT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments: Stream impacts are not proposed.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number —
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ®P ❑ T
Unnamed
Fill
Pond
0.010
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4E Total open water impacts
0.010
4g. Comments: The culvert replacement and widening of existing road will permanently impact 0.010 acres (457 SF) of open
water pond by fill of rip -rap dissipater, culvert and road side slopes fill.
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.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
517. Total
5g. Comments: Construction of ponds/lakes are not being proposed.
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:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar -Pamlico ❑ Other: Cape Fear
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
131 ❑P❑T
❑Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P❑T
EI Yes
❑ No
6h. Total buffer impacts
6i. Comments: Buffer impacts are not being proposed.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Due to the development and use of the site as a solar farm, a road must be constructed to provide interconnection to the site
during construction and long term maintenance of the site as a solar farm. The road crossing has been designed to replace
an existing 13' of 12" culvert and existing farm road, thus minimizing impact to WoUS. Additionally, the crossing location was
selected at the narrowest portion of wetland/pond located on the site. The road has been designed to be approximately 20'
wide, the minimal width to safely accommodate heavy equipment and trailer passage. The road has been designed with 3:1
side slopes in attempts to minimize impact associated with side slope fill. 2:1 road side slopes were evaluated; however, were
not selected for design due to concerns with structural integrity of the road side slopes.
The solar array and necessary infrastructure (overhead/underground voltage lines, inverters, etc.) have been designed to
avoid impacts to jurisdictional streams, wetlands and ponds.
There is approximately 6.50 acres of wetlands and an approximate 0.50 acre jurisdictional pond located on the site. The
remaining 6.49 acres of wetlands and 0.49 acres of open water pond are being avoided.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The clearing limits will be staked and silt fence will be used. A temporary coffer dam will be installed upgradient of the
proposed culvert replacement area. Water will be drawn down from the pond in accordance with NCDEQ water quality
standards to allow for work in the dry in the pond/open water. During construction, water will be pumped around the
construction footprint. All excess excavated material from existing culvert/road will be immediately removed from the crossing
area and temporally stockpiled or permanent discarded in uplands. Upon completion of the culvert replacement/installation,
the temporary sand bag coffer dams will be removed and flow will be diverted through the culvert. Following construction,
disturbed areas will be restored to similar pre -construction conditions, matted and seeded/live staked.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
[:1 Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ 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 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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.
F1 Yes [-INo2.
Comments:
Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
<5 %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Based on the % impervious, a
stormwater management plan is not requried.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
® DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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: We are not aware if a NEPA or SEPA is required as part of this project.
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 ® 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.
We are not aware of additional development that will impact nearby downstream water quality.
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.
Wastewater will not be generated by the proposed project.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The USFWS review the proposed project as part of development of Soluga III, located on adjacent parcel west of the site.
USFWS Letter dated, 4.14.14 (attached)
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?
Based on our knowledge of the site, the site is not located in or near an area designated as essential fish habitat. Best
management practices and the use of temporary sediment and erosion control devices will prevent sediment from entering
down -gradient waterbodies which may contain fish.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
SHPO reviewed the proposed project as part of review of Soluga III solar farm, located on adjacent parcel west of the
site. SHPO Letter dated 3.11.14 (attached)
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM 3720058200J (Figure 4 attached)
Digitally signed by Bradley S. Luckey
% DN: cn=Bradley S. Luckey, o=Pilot
s— Environmental, Inc., ou,
Bradley S. Luckey
email=[e-mail],c=US
5.22.17
Date: 2017.05.22 14:46:06 -04'00'
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

This form authorizes PEI tnact asour agent instream/wetland nnattersinc|udinQU.S.ArmvCorps
ofEngineers and North Carolina Division ofWater Resources field verification and permitting.
Property Address: We do not have an E-911 address at this point.
Applicant Information:
Name:
Address:
Telephone Number
Fax Number:
E-mail Address:
Soluga Farms IV, LLC
1634 Ashley River Rd
Charleston. SC 29407
843-277-2
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121 X 6W X 22"
THICK
FES -1 INV 1
` + 4 IN: 149.01'
PROPOSED
+ . . COFFER DAM
' PROPOSED 42 LF OF —�
24' CLASS IV RCP
CULVERT @ 0.6%
(TO BE BURIED 6" TO
ACCOMMODATE THE
PASSAGE OF AQUATIC LIFE)
PROPOSED
SLOPE MATTING
d
PROPOSED 20' WIDE
ACCESS ROAD
TOP ROAD ELEV.: 153'
1 - FES INV
OUT:148
48
t" ..76' '
PROPOSED NCDOT
CLASS B RIP RAP
12'L X 6'W X22"
1 - THICK .
\/1 EXISTING CULVERT
y TO BE REMOVED AND
\PROPOSED PIPE TO
BE PLACED IN SAME
\FOOTPRINT
a
0 40 BO
SCALE: 1"= 40' SCALE IN FEET
INSET A
160
m
r
m
150
O
Z
LEGEND
/
EXISTING TREE LINE
35 - EXISTING MAJOR CONTOUR (5')
y
36 EXISTING MINOR CONTOUR (i')
KL E\/NFEL SER
36 PROPOSED MINOR CONTOUR (11
35 PROPOSED MAJOR CONTOUR (1')
Bright People. Right Solutions.
— PROPOSED LEASE LINE
EXISTING ROAD CULVERT
— — — — — — — EXISTING ADJACENT PROPERTY BOUNDARY
3200 Gateway Centre Blvd., Suite 100
EXISTING SETBACK LINE
Wrriaville, NC 27560
PNom:919-755-5011
EXISTING EDGE OF PAVEMENT
www.kleinfelder—
EXISTING EDGE OF UNPAVED ROAD
EXHIBIT
EXISTING TREE LINE
TEMPORARY
OHW— OHW EXISTING OVERHEAD ELECTRIC LINE
TEMPORARY
— W W W EXISTING WATER LINE
CURRENT REVISION 0
EXISTING RIGHT-OF-WAY
IMPACT
EXISTING ROAD CULVERT
WETLAND
EXISTING WETLAND
OPEN WATER
EXISTING OPEN WATER
TOTAL AREA OF
EXISTING UTILITY POLE
AREA
EXISTING FIRE HYDRANT
IMPAR
EXISTING WATER VALVE
IMPACT
EXISTING FIBER OPTIC STRUCTURE
REVISIONS
�❑ ❑ ❑ PROPOSED PERMANENT FENCE
DSN CHK
(SQUARE FEET)
—uw'—uw—uaw—uow—ww— PROPOSED UNDERGROUND ELECTRIC LINE
REV
DESCRIPTION
DATE
OWN APP
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED COMPOST FILTER SOCK
AND
42 LF CLASS IV RCP, 24 LF OF RIP RAP,
PROPOSED SLOPE MATTING
CROSSING 1
OPEN
PROPOSED ACCESS ROAD
232
203
0
457
.015
PROPOSED LANDSCAPE BUFFER
WATER
PUMPAROUND
140 '-
-100
I
PROPOSED 20' WIDE
ACCESS ROAD TOP ELEV.: 153'
PROPOSED
COFFER DAM
FES -1 INV
IN: 149.01'
PROPOSED NCDOT `
EXISTING CLASS B RIP RAP
STREAM BED 12L X 6'W X 22" THICK
PROPOSED 42 LF OF 24"
CLASS IV RCP CULVERT • 0.6%
(TO BE BURIED 6" TO ACCOMMODATE
THE PASSAGE OF AQUATIC LIFE)
-50
r . r . i�F'�EF+^1•CF�`CSiIRFI.�L[�.�::" : I
�- r .:r:-r•r4rrr• 4.rr � I �
r ACCESS ROAD CULVERT CONSTRUCTION SEQUENCE
r r + r V r r r I 1. BEFORE ANY CULVERT INSTALLATION PROCEDURES BEGIN, INSTALL PERIMETER
EROSION CONTROL FILTER SOCK AS SHOWN.
1
.. • r �Su' � I 2. REMOVE ALL SURFACE VEGETATION AND DEBRIS AT CROSSING LOCATION.
. r . + . r$ I 3. PREPARE EXISTING SUBGRADE FOR INSTALLATION BY REMOVING
—=
UNACCEPTABLE SOILS AND DEBRIS.
——.---.�'.------- — — — — J
I 4. TEMPORARILY DIKE STREAM AND DIVERT STREAM FLOW AROUND
r CONSTRUCTION AREA USING PUMP AROUND DETAIL PROVIDED. PUMP WATER
FROM WORK AREA TO ESTABLISH DRY WORKING CONDITIONS WITHIN
TEMPORARY LIMITS OF DISTURBANCE.
MARY SPENCER EDWARD STEVENSON
PIN : 0593-83-3611 I PIN :0593-93-2552 S. INSTALL ACCESS ROAD GRAVEL, CULVERT, FLARED END SECTIONS AND RIP RAP
ENERGY DISSIPATER.
6. RETURN STREAM FLOW BY REMOVING PUMP AROUND PUMPS AND DIKES.
0
STATION
TEMPORARY FILL BELOW ORDINARY
HIGH-WATER MARK=1.0 CY (TEMPORARY
FILL MATERIAL IS ROCK CHECK THAT WILL
BE REMOVED UPON STABILIZATION):
LIMITS OF DISTURBANCE
APPROXIMATELY=0.001AC OR 40SF
SIDE SLOPES
(NO GREATER THAN 3:1
FES -2 INV
OUT�148_76'
PROPOSED NC00T
CLASS B RIP RAP
12'L X 6W X 22" THICK
I
50
0 15 30
SCALE: 1"= 15' VERTICAL SCALE SCALE IN FEET
0 30 60
SCALE: 1" = 30' HORIZONTAL SCALE SCALE IN FEET
PERMANENT FILL BELOW ORDINARY HIGH-WATER
MARK=4.67 CY (FILL AREA CALCULATED AT 6.3 SF AND
CONSERVATIVELY ASSUMED TO RUN FOR ENTIRE
LENGTH OF PIPE. ACTUAL FILL WILL BE LESS):
LIMITS OF DISTURBANCE APPROXIMATELY-O.D03AC
CULVERT TO BE BURIED
A MINIMUM OF 6" BELOW
STREAMBED
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
IF IT'S NOT 1 INCH ON THIS
SHEETADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 11 x 17
STREAM CROSSING EXHIBIT
SOLUGA FARMS IV SOLAR FARM
DUNN ROAD, TOWN OF GODWIN
CUMBERLAND COUNTY, NORTH CAROLINA 28344
/--CURRENT
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
EXHIBIT
TEMPORARY
PERMANENT
TEMPORARY
PERMANENT
CURRENT REVISION 0
CROSSING
IMPACT
CHECKED BY MDI
WETLAND
WETLAND
OPEN WATER
OPEN WATER
TOTAL AREA OF
NUMBER
AREA
DESCRIPTION
IMPAR
IMPACT
IMPACT
IMPACT
PER
(SQUARE FEET)
(SQUARE FEET)
(SQUARE FEET)
(SQUARE FEET)
IMPACT (ACRES)
WETLAND
AND
42 LF CLASS IV RCP, 24 LF OF RIP RAP,
CROSSING 1
OPEN
20' WIDE ACCESS ROAD, TEMPORARY
232
203
0
457
.015
WATER
PUMPAROUND
140 '-
-100
I
PROPOSED 20' WIDE
ACCESS ROAD TOP ELEV.: 153'
PROPOSED
COFFER DAM
FES -1 INV
IN: 149.01'
PROPOSED NCDOT `
EXISTING CLASS B RIP RAP
STREAM BED 12L X 6'W X 22" THICK
PROPOSED 42 LF OF 24"
CLASS IV RCP CULVERT • 0.6%
(TO BE BURIED 6" TO ACCOMMODATE
THE PASSAGE OF AQUATIC LIFE)
-50
r . r . i�F'�EF+^1•CF�`CSiIRFI.�L[�.�::" : I
�- r .:r:-r•r4rrr• 4.rr � I �
r ACCESS ROAD CULVERT CONSTRUCTION SEQUENCE
r r + r V r r r I 1. BEFORE ANY CULVERT INSTALLATION PROCEDURES BEGIN, INSTALL PERIMETER
EROSION CONTROL FILTER SOCK AS SHOWN.
1
.. • r �Su' � I 2. REMOVE ALL SURFACE VEGETATION AND DEBRIS AT CROSSING LOCATION.
. r . + . r$ I 3. PREPARE EXISTING SUBGRADE FOR INSTALLATION BY REMOVING
—=
UNACCEPTABLE SOILS AND DEBRIS.
——.---.�'.------- — — — — J
I 4. TEMPORARILY DIKE STREAM AND DIVERT STREAM FLOW AROUND
r CONSTRUCTION AREA USING PUMP AROUND DETAIL PROVIDED. PUMP WATER
FROM WORK AREA TO ESTABLISH DRY WORKING CONDITIONS WITHIN
TEMPORARY LIMITS OF DISTURBANCE.
MARY SPENCER EDWARD STEVENSON
PIN : 0593-83-3611 I PIN :0593-93-2552 S. INSTALL ACCESS ROAD GRAVEL, CULVERT, FLARED END SECTIONS AND RIP RAP
ENERGY DISSIPATER.
6. RETURN STREAM FLOW BY REMOVING PUMP AROUND PUMPS AND DIKES.
0
STATION
TEMPORARY FILL BELOW ORDINARY
HIGH-WATER MARK=1.0 CY (TEMPORARY
FILL MATERIAL IS ROCK CHECK THAT WILL
BE REMOVED UPON STABILIZATION):
LIMITS OF DISTURBANCE
APPROXIMATELY=0.001AC OR 40SF
SIDE SLOPES
(NO GREATER THAN 3:1
FES -2 INV
OUT�148_76'
PROPOSED NC00T
CLASS B RIP RAP
12'L X 6W X 22" THICK
I
50
0 15 30
SCALE: 1"= 15' VERTICAL SCALE SCALE IN FEET
0 30 60
SCALE: 1" = 30' HORIZONTAL SCALE SCALE IN FEET
PERMANENT FILL BELOW ORDINARY HIGH-WATER
MARK=4.67 CY (FILL AREA CALCULATED AT 6.3 SF AND
CONSERVATIVELY ASSUMED TO RUN FOR ENTIRE
LENGTH OF PIPE. ACTUAL FILL WILL BE LESS):
LIMITS OF DISTURBANCE APPROXIMATELY-O.D03AC
CULVERT TO BE BURIED
A MINIMUM OF 6" BELOW
STREAMBED
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
IF IT'S NOT 1 INCH ON THIS
SHEETADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 11 x 17
STREAM CROSSING EXHIBIT
SOLUGA FARMS IV SOLAR FARM
DUNN ROAD, TOWN OF GODWIN
CUMBERLAND COUNTY, NORTH CAROLINA 28344
/--CURRENT
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
EXHIBIT
PROJECT NO. 20180092
SHEET
EC -
1 of 3
ISSUE DATE 0511212017
CURRENT REVISION 0
DESIGNED BY ESM
DRAWN BY ESM
CHECKED BY MDI
APPROVED BY CGO

a
a
a
PROPOSED COMPOST
FILTER SOCK
a
a
a -
152 \ \
EXISTING CULVERT TO BE \
REMOVED AND PROPOSED
PIPE TO BE PLACED IN SAME
FOOTPRINT
PROPOSED 42 LF OF 24"
CLASS IV RCP CULVERT @ 0.6%
151 (TO BE BURIED 6" TO ACCOMMODATE
THE PASSAGE OF AQUATIC LIFE)
PROPOSED
COFFER DAM • `
• • . -
• + - PROPOSED NCDOT
` • - - • • • • • • CLASS B RIP RAP
- • •` •`•12'LX6'WX22"THICK
EXISTING
WETLAND
'JO
FES -1 INV +s+
IN: 149.01'
+51
PROPOSED UNDERGROUND ELECTRIC
LINE (TYP.) (TO BE INSTALLED BY
DIRECTIONAL DRILL)
PROPOSED SLOPE
MATTING (TYP)
PROPOSED 20' WIDE ACCESS
ROAD TOP ROAD ELEV.: 153'
a
l 1
152
EXISTING OPEN
EXISTING MAJOR CONTOUR (5')
WATER
EXISTING MINOR CONTOUR (11
36
PROPOSED MINOR CONTOUR (1)
— 5
.. ....
—
.. .�. 151 ... ... ... ..... ...
1
PROPOSED NCDOT
CLASS B RIP RAP
. 12'L X 6'W X 22" THICK ... .
FES -2 INV
................
OUT: 148.76'
....................................................
OHW— OHW
EXISTING OVERHEAD ELECTRIC LINE
LEGEND
35
EXISTING MAJOR CONTOUR (5')
36
EXISTING MINOR CONTOUR (11
36
PROPOSED MINOR CONTOUR (1)
35
PROPOSED MAJOR CONTOUR 11)
—
PROPOSED LEASE LINE
— — — — — — —
EXISTING ADJACENT PROPERTY BOUNDARY
EXISTING SETBACK LINE
EXISTING EDGE OF PAVEMENT
EXISTING EDGE OF UNPAVED ROAD
EXISTING TREE LINE
OHW— OHW
EXISTING OVERHEAD ELECTRIC LINE
— W W W
EXISTING WATER LINE
EXISTING RIGHT-OF-WAY
EXISTING ROAD CULVERT
EXISTING WETLAND
EXISTING OPEN WATER
EXISTING UTILITY POLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING FIBER OPTIC STRUCTURE
KLE/NFELj0ER
" Brlght People. Right Solutions.
3290 Gateway Centre BNd., S.Re 100
MofNevlle, NC 27560
Phq :919-755-5011
-k1emfek1w. m
REVISIONS
PROPOSED PERMANENT FENCE
—w.—vow—uw—vo.—voM— PROPOSED UNDERGROUND ELECTRIC LINE REV DESCRIPTION
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED COMPOST FILTER SOCK
PROPOSED SLOPE MATTING
PROPOSED ACCESS ROAD
PROPOSED LANDSCAPE BUFFER
NOTES:
1. EXISTING 13 FOOT 12' RCP TO BE REMOVED AND REPLACED WITH 42 FEET
OF 24" RCP IN THE SAME FOOTPRINT.
2. SIDE SLOPES OF ACCESS ROAD TO BE GRADED AT 3:1.
3. GRADES SURROUNDING ACCESS ROAD WILL BE RESTORED TO SIMILAR
EXISTING CONDITIONS AND SEEDED WITH NATURAL VEGETATION.
DATE
SCALE VERIFICATION I
THIS BARS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1'
IF ITS NOT 1 INCH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
0 20 40
SCALE: 1" = 20' SCALE IN FEET
ORIGINAL DRAWING SIZE IS 11 x 17
I STREAM CROSSING EXHIBIT
SOLUGA FARMS IV SOLAR FARM
DUNN ROAD, TOWN OF GODWIN
CUMBERLAND COUNTY, NORTH CAROLINA 28344
/--CURRENT
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
EXHIBIT
PROJECT NO. 20180092
E_/',L
SHEET 2 of 3
ISSUE DATE 091212017
CURRENT REVISION 0
DESIGNED BY ESM
DRAWN BY ESM
CHECKED BY MDI
APPROVED BY CGO

OUTLET
Do
3Do
La
W
RIP RAP
d
PIPE 1
24"
6'
12'
6'
CLASS B
22"
diversion pumps
f
RIPRAP
P intake
LENGTH (La)
0
17A
Z;;hA:EILTERANKET
SECTION
RIP RAP ENERGY DISSIPATOR DETAIL
' NO SCALE
STREAM CROSSING PUMP AROUND NOTES
1. THIS WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND IN -STREAM
CONSTRUCTION AREA.
2. CONSTRUCTION ACTIVITIES INCLUDING THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES SHOULD NOT BEGIN UNTIL ALL NECESSARY
EASEMENT AND/OR RIGHT-OF-WAYS HAVE BEEN ACQUIRED. ALL EXISTING UTILITIES SHOULD BE MARKED IN THE FIELD PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO EXISTING UTILITIES THAT MAY RESULT FROM CONSTRUCTION AND SHOULD REPAIR DAMAGES AT
HIS/HER OWN EXPENSE TO THE COUNTY'S OR UTILITY COMPANY SATISFACTION.
3. CONSTRUCTION SHOULD NOT BEGIN UNTIL ALL SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE INSPECTOR. THE
CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER
POSSIBLE.
4. SCHEDULE CONSTRUCTION TO BEGIN AND END IN PERIODS OF DRY WEATHER. WORK SHOULD NOT BE CONDUCTED IN THE CHANNEL/STREAM DURING RAIN
EVENTS.
5. THE CONTRACTOR SHOULD ONLY BEGIN WORK IN AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY INCLUDING BUT LIMITED TO GRADING. AT THE
END OF EACH WORK DAY, THE WORK AREA MUST BE STABILIZED AND THE PUMP AROUND REMOVED FROM THE CHANNEL/STREAM.
6. THE CONTRACTOR SHALL BEGIN WORK AT THE UPSTREAM SECTION AND PROCEED DOWNSTREAM BEGINNING WITH THE ESTABLISHMENT OF THE CLEAN
WATER DIKE AND STREAM DIVERSION PUMPS.
7. SANDBAG DIKES SHOULD BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA AS SHOWN ON PLANS, AND STREAM FLOW SHOULD BE
PUMPED AROUND WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS.
8. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG. OR OTHER
APPROVED SOURCE. THE MEASURE SHOULD BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL. STREAM BELOW THE DOWNSTREAM
SANDBAG DIKE.
9. ALL STREAM RESTORATION MEASURES SHOULD BE INSTALLED AS INDICATED BY THE PLANS AND DETAILS AND ALL BANKS GRADED IN ACCORDANCE WITH THE
GRADING PLANS AND TYPICAL CROSS-SECTIONS. ALL GRADING MUST BE STABILIZED AT THE END OF EACH WORK DAY WITH SEED AND MULCH OR SEED AND
MATTING AS SPECIFIED ON THE PLANS.
10. AFTER AN AREA IS COMPLETE 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, THE OLD
SEDIMENT DIKE SHOULD BE REMOVED.
11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS TO AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES UNTIL THE SEDIMENT
CONTROL INSPECTOR APPROVES THEIR REMOVAL.
12. AFTER CONSTRUCTION, ALL DISTURBED AREAS SHALL BE REGRADED AND REVEGETATED AS PER THE PLANS.
approved
Centra Blvd., Suite 100
Vbrriavwla, NC 275M
Phone [phone]
wwwAleinfelder—
dewatering device
REV
DESCRIPTION
DSN CHKDATE
DWN APP
stream
diversion pumps
f
discharge hoses
P intake
/
dewatering pump
w P
hose
(Intake structure shall
not pull up sediment.
—
Hose in bucket to be
used)
— � fly–
intake hose
f 1 fly_
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1'
I I
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 11 x 17
dike --f
clean water dike
i
sump -hole
sediment
PROJECT NO. 20180092
r pool
ISSUE DATE 05/1212017
CURRENT REVISION 0
((12" to 18" deep
DRAWNBY ESM
work area
2' dia.)
pumps should discharge
length not to exceed
that which can be
onto a stable velocity
dissipator made of np rap
completed in one day
orsandbags
SECTION A -A
impervious sheeting
work area\\ base flow + 1 foot
(2 foot minimum)
cross section of sandbag dike
2 STREAM PUMP AROUND DETAIL
` NO SCALE
KLE/NFEL SER
\ Bright People. Right SauNona"
\�•�32/00/Gateway
Centra Blvd., Suite 100
Vbrriavwla, NC 275M
Phone [phone]
wwwAleinfelder—
REVISIONS
REV
DESCRIPTION
DSN CHKDATE
DWN APP
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1'
I I
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 11 x 17
STREAM CROSSING EXHIBIT
SOLUGA FARMS IV SOLAR FARM
DUNN ROAD, TOWN OF GODWIN
CUMBERLAND COUNTY, NORTH CAROLINA 28344
/-CURRENT
SOUTHERN CURRENT
1634 ASHLEY RIVER ROAD
CHARLESTON, SC 29407
EXHIBIT
PROJECT NO. 20180092
�_^
3
SHEET 3 of 3
ISSUE DATE 05/1212017
CURRENT REVISION 0
DESIGNED BY ESM
DRAWNBY ESM
CHECKED BY MDI
APPROVED BY CGO

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2014-00462 County: Cumberland U.S.G.S. Quad: NC -WADE
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Mr. Ken Hawley
Mr. Stephen Rhodes
Address: 10435 Dunn Road
Dunn, North Carolina 28334
Size (acres) approx 75 acres Nearest Town Godwin
Nearest Waterway Cape Fear River River Basin Upper Cape Fear. North Carolina.
USGS HUC 3030004 Coordinates Latitude: 35.2017027
Longitude: -78.6891732
Location description: The property is situated on two parcels, totaling approximately 75 acres, located south of NC
Highway 301/Dunn Road, and north of Dumpster Road, in Godwin, Cumberland County, North Carolina. Parcel ID
numbers: 0593-84-7599 and 0593-74-6514.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area
. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC 5 1344). Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date
of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
_ The waters of the U.S, including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Official identified below on April 8. 2015. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Page 1 of 2

There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). if you have any questions regarding this
determination and/or the Corps regulatory program, please contact Sarah Hair at 910-251-4049 or
Sa rah.E.HairCa,usace.armv.mil.
C. Basis For Determination: This site contains wetlands that exhibit criteria as described in the Corps 1987
Wetland Delineation Manual and Atlantic and Gulf Coastal Plain Regional Supplement. Wetlands onsite flow in a
southeasterly direction, to the South River (on the Cumberland/Sampson County boundary), through an unnamed
tributary to the South River located offsite.
D. Remarks: The site contains an impoundment of jurisdictional waters on the eastern property
boundary.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination 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 request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by June 8, 2015.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.** C
HAIR.SARAH.EA.1 IO Digitally signed byHAIR.SARAH.EA.1054693512
Corps Regulatory Official: 5 �DN_r--us,o=U.S. overnIzARAM ent, PA 54693 12 u=PKI,
Date: 2015.04.0813:34:40 -04'00'
Date: April 8, 2015 Expiration Date: April 8, 2020

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://re ulatory.usacesurvey.com/.
Copy Furnished:
ECS Carolinas, LLP
14 r . CO VA J T.)C,,.d ei!va
9001 Glenwood Avenue
Raleigh, NC 27617

NOTIh'1CA'17ONOF ADMUNISTRA'('IVE APPEAL OPTIONS AND PROCEISS AND
' REQUEST FOR APPEA[,
Applicant: Mr. Ken Hawley and Pile Number: SAW -2014-00462 Date: April 8, 2015
Mr. Stephen Rhodes
Attached is:
See Section below
❑ INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
❑ PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
® APPROVED JURISDICTIONAL DETERMINATION
D
F11 PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information maybe found at http://www.usace.atmy.mil/Missions/Civil Works/Re up, latoryProi4romandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
completing Section H of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL, DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
AM ON H - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
'POINT OF CONTACT FOR QUESTIONS OR` INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Sarah Hair
CESAD-PDO
69 Darlington Avenue
U.S. Army Corps of Engineers, South Atlantic Division
Wilmington, North Carolina 28403
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investiations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Sarah Hair, 69 Darlington Avenue
Wilmington, North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

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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, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR
A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION
WAS MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT OF THE 1987
CORPS OF ENGINEERS WET�UNLEATIONMANUAL,
REGULA •0 F L ___
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1, HERBERT H. PROCTOR, JR. CERTIFY THAT THIS MAP IS CORRECT TO THE
BEST OF MY KNOWLEDGE AND BELIEF, AND WAS DRAWN FROM AN ACTUAL ,.
SURVEY MADE UNDER MY SUPERVISION ON MARCH 7, 2014: AND THAT
ENCROACHMENTS, IF ANY AT THE TIME OF SURVEY ARE SHOWN. RATIO OF 'L 1
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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. THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR
A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION
WAS MADE UTILIZING THE APPR PR14TE REGIONAL SUPP'..EMENT OF THE 1987
CORPS OF ENGINEERS WE LII• EATION MANUAL.
REGU R F I L
TITLEY_ _ _
DATE
USACE At T101Q @ , a *—A00 r M , T 6
1. HERBERT H. PROCTOR, JR. CERTIFY THAT THIS MAP IS CORRECT TO THE
BEST OF MY KNOWLEDGE AND BELIEF, AND WAS DRAWN FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION ON MARCH 7. 2014: AND THAT 4�4��sydt
ENCROACHMENTS, IF ANY AT THE TIME OF SURVEY ARE SHOWN. RATIO OF:
PRECIS N GREATER THAN 1/10,000 ggAy
44621 + ?
140012014„
HERBERT H. PR Oft. �..S.
STRATA SOLAR . STEWART - PROCTOR RIM
W=
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2098553
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2098289
1. HERBERT H. PROCTOR, JR. CERTIFY THAT THIS MAP IS CORRECT TO THE
BEST OF MY KNOWLEDGE AND BELIEF, AND WAS DRAWN FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION ON MARCH 7. 2014: AND THAT 4�4��sydt
ENCROACHMENTS, IF ANY AT THE TIME OF SURVEY ARE SHOWN. RATIO OF:
PRECIS N GREATER THAN 1/10,000 ggAy
44621 + ?
140012014„
HERBERT H. PR Oft. �..S.
STRATA SOLAR . STEWART - PROCTOR RIM
W=
swev�axc
lV? rmw
WETLANDS SURVEYQV" 319 CF1AF'ANOK£ RWD
ALL UF TWIT CERTA41 P113MIlY W mm mm 2439, PAC4L RdoWk Horth Coraftm 27843
cumm" Cmwy tlBMtktr, PaC = or Bem Bmc a "' 6e prom(919 779-l= Far [phone]
PAWmm a mscal"m CoLm" rnr.
WETLANDS "WE"
FLAG
NORTHING
EASTING
welttwd2
534871
2098220
we2
534904
2098212
we3
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2098219
we4
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2098212
we5
535106
2098213
we6
535207
2098222
we7
535265
2098223
web
535331
2098226
we9
535360
2098243
1. HERBERT H. PROCTOR, JR. CERTIFY THAT THIS MAP IS CORRECT TO THE
BEST OF MY KNOWLEDGE AND BELIEF, AND WAS DRAWN FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION ON MARCH 7. 2014: AND THAT 4�4��sydt
ENCROACHMENTS, IF ANY AT THE TIME OF SURVEY ARE SHOWN. RATIO OF:
PRECIS N GREATER THAN 1/10,000 ggAy
44621 + ?
140012014„
HERBERT H. PR Oft. �..S.
STRATA SOLAR . STEWART - PROCTOR RIM
W=
swev�axc
lV? rmw
WETLANDS SURVEYQV" 319 CF1AF'ANOK£ RWD
ALL UF TWIT CERTA41 P113MIlY W mm mm 2439, PAC4L RdoWk Horth Coraftm 27843
cumm" Cmwy tlBMtktr, PaC = or Bem Bmc a "' 6e prom(919 779-l= Far [phone]
PAWmm a mscal"m CoLm" rnr.
WETLANDS "WF"
FLAG
NORTHING
EASTING
wf1
535387
2099165
wf2
535354
2099138
wf3
535332
2099126
wf4
535304
2099121
wf5
535270
2099127
wf6
535234
2099140
wf7
535207
2099152
wf8
535177
2099162
wf9
535154
2099175
wf10
535148
2099203
wfll
535144
2099241
wfl2
535136
2099282
wfl3
535118
2099306
wfl4
535096
2099333
wfl5
535079
2099363
wf27
534601
2099306
wf28
534595
2099304
wf29
534591
2099305
1. HERBERT H. PROCTOR, JR. CERTIFY THAT THIS MAP IS CORRECT TO THE
BEST OF MY KNOWLEDGE AND BELIEF, AND WAS DRAWN FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION ON MARCH 7. 2014: AND THAT 4�4��sydt
ENCROACHMENTS, IF ANY AT THE TIME OF SURVEY ARE SHOWN. RATIO OF:
PRECIS N GREATER THAN 1/10,000 ggAy
44621 + ?
140012014„
HERBERT H. PR Oft. �..S.
STRATA SOLAR . STEWART - PROCTOR RIM
W=
swev�axc
lV? rmw
WETLANDS SURVEYQV" 319 CF1AF'ANOK£ RWD
ALL UF TWIT CERTA41 P113MIlY W mm mm 2439, PAC4L RdoWk Horth Coraftm 27843
cumm" Cmwy tlBMtktr, PaC = or Bem Bmc a "' 6e prom(919 779-l= Far [phone]
PAWmm a mscal"m CoLm" rnr.

James Bevers
United States Department of the interior
ECS Carolinas, LLP
726 Ramsey Street, Suite 3
Fayetteville, NC 28301
FISH AND WILDLIFE SERVICE.
Raleigh ES, Field Office
Post Office Box 33726
Raieigh, North Carolina 27636-3726
April 4, 2014
Re: Soluga Farm III- Solar Farm- Cumberland County, NC
Dear Mr. Bevers:
This letter is to inform you that a list of all federally -protected endangered and threatened species
with known occurrences in North Carolina is now available on the U.S. Fish and Wildlife
Service's (Service) web page at http://Nvww.fiN•s.gov/raleigh. Therefore, if you have projects that
occur within the Raleigh Field Office's area of responsibility (see attached county list). you no
longer need to contact the Raleigh Field Office for a list of federal IN -protected species.
Our web page contains a complete and frequently updated list of all endangered and threatened
species protected by the provisions of the Endangered Species Act of 1973,.as amended (16
U.S.C. 1531 et seq.)(Act), and a list of federal species of concern, that are known to occur in
each county in North Carolina.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.
I The tern» "federal species of concern" refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation does
not necessarily imply that the species will eventually be proposed lvr listing as a tedcrally endangered or threatenea
species. However, we recommend that all practicable measures be taken to avoid or rninirnize adverse impacts to
federal species of concern.

If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. -1 lie use of tiorth Carolina ;Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally-protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). 1 however, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above-referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally-listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied toe
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing, directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down-gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
2

We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact Kathy Matthews of this
office at [phone] ext. 27.
Sincerely,
it
AO Pete Benjamin
Field Supervisor
3

d„a StATt' n
North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Banos, Administrator Pat McCrory Ramona
of :Archives and }History
Secretary Suswm Kluttc Deputy Secretary Kcyin Chem
March 1.1, 2014
James Bevers
ECS Carolinas, LLP
726 Ramsey Street, Suite 3
Fayetteville, NC 28301
Re: Construct Soluga Solar Farm 111, Dunn Road, Godwin, Cumberland County, CH 14-0350
Dear Mr. Bevers:
Thank you for your letter of March 4, 2014, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National. Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or reneegledh&
earle t c .nedcr.gov. In all future communication concerning this project, please cite the above referenced
tracking number.
Sincerely,
60*1Ramona M. Bartos
Location: 109 1ast )one's Street, 161411 NC 27601 Mailing Address: 4617,• Mail Scr\ ice (;.enter, Raleigh \C 2,699-4617 'relephonc/Fax: (919} 80 657i1/8t17-6599

R
SOURCE:
NC FLOODPLAIN MAPPING
PROGRAM WEBSITE
PANEL 3720058200J
SCALE: 1" = 950'
SPECIAL FLOOD WIZARD ARM (W&) S"Cr TO
INLINDATION RY DIE 1% ANNIUAL CHIMCE FLOW EVENT
now (1001m ficad), mo kt as ft lane NOW, K " now
h. 1, 1% Ir— of WK 47AIW of 0=0*4 . -V of." VW, 7"� 5;-,W 11.4 If
A— - a- -- -tied %D floodFr6 by the 1% annallo chianot, flow, Meas of speow Flppd
Hataul i,ukA* Zones A. AE, AM, AO. AR, A99, V, mW VL The Bona, Flood Lkmtbn K 11.
-t&-rtwl -- of the t%arm chamoe f4W.
ZONE A No (law Flood FL—tion dere—red,
ZONE AE W. Hood blat-, Oft—hoed,
ZONE AM RoW koft of I to 3 feet ;usually areas of ponclh.ig;; flaw Hood Etevatrons
deerrninm.
ZONE A0 Floorl depths of I to 3 Im (usuaity — flow m Owng "—); —htf,
PMS detaurnined, For ——
S a allI tan fbodlnq, Wieenft uaIW
lzt—red.
ZONE AR 5,cctal FboJ H—d Area f—ly pm*ected fre, the 1% .-1 .norm
fl-d try . flood —bol ybuh that as bseq—dy W.Afid. 2— AR
_....pdn,n-., In. thw In— 11-- coneri. yste- , b" —.d he
protect- I— tt,,e 1% annual chance or greater flood.
Lmovi,
ZONE A99 A— W tp pot Aed finoru M annual chance fkM W a Federal liocu
"X coon Wstm ~ OD Coon; ho ISM F"m Flew"Cas
ZONE VE C -.W flood — -h $odw h—d (—a .0.), 0— Plead !!Wfada-
de"I'aw
FLC00WAY AREAS IN LONE AF
The '-d—Y H, the d-rw 10 a» Ph. area adlalomnit Eleadflit. — I%A inuM he Wit
ftee of encroacar-t . " tfe 1% .—W &— now — be -,Jd -W.4 w-vn,,R
inweaneas . row be4ft,
OTHER FLOOD AREAS
ZONE x AWS Of 01% annual cllanfY %W, — of 1%. annual Chance flood wulh
—.9ekVh, V I— than I feet or Wthdriunugc� a— ,- than I 1q -e
mte; and are- pmtmted by lev— frau 1% annual chance fl000.
OTHER AREAS
ZONE x Aryl fttamvd w " mtlde the 0.2% ama! Chance Fowp4hr.
ZONE D Area . w." flood —0art
d".7'lou;
Po *
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
OTHERWISE PROTECTED AREAS (ORAS)
CPRS areas and OPAs are mm,*:O Ivd,vthu, or adlacaltm SK -1 Flood 4awd Ams.
02%— chNte ficoe'—
mea Obaaaq
..................... cfts.�O'A�rxd-
spa. A— d de—A 8— Am
fInce I),-,. sae and F-
-14.010`aaowwllhamwlllhru+atnrarD .rlms
a— cttii0n en
—
(—,wuPhk nla— b tae Neta Maencan D.rc
-
f"83 (Nab )
mc.— -- *— fawc,mer 0'4 h- —1I
1477 U)0 FEET Wolod, I—
(-WhI 3'00, 5— N— NAD 93
BM5510 inaw, .." (f" Wore aiarnxx
r—r S.—)
1—ch rrwh i — 'Inn 0t- .x
W5 59 GPS ? h - VC—' Conaef Mark. .0
exr"p ae— 'ia- (Yr — wonnat.
•MI 4 P.er Vie
FIGURE 4
FEMA FIRM
SOLUGA III
DUNN ROAD
GODWIN, CUMBERLAND COUNTY, NC
ECS PROJECT NO. 06.21438