Crooked Run - Crooked Run_PCN Signed BSL_1.8.19 INCOMPLETE

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PCN Form – Version 1.3 December 10, 2008 Version
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
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
1e. 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

1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No

1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Crooked Run Solar Farm
2b. County: Pender
2c. Nearest municipality / town: Willard
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: see attached.
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:

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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. Peter Bruno
4c. Business name
(if applicable): Crooked Run Solar, LLC
4d. Street address: 3250 Ocean Park Boulevard
4e. City, state, zip: Santa Monica, CA 90405
4f. Telephone no.: 310-581-6299
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]

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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): see attached
1b. Site coordinates (in decimal degrees): Latitude: 34.68787 Longitude: - 77.99348
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 941 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Sawyer Creek/Washington Creek
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 Willard, Pender County, North Carolina.
3b. List the total estimated acreage of all existing wetlands on the property:
171.8 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
11,320' stream and 74,330' (~10.25 ac) open water ditches
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 proposed solar farm. In order to provide safe access and
interconnection of the site, crossings of streams, wetlands and open water ditches are necessary. To facilitate
development of the site and construction of the proposed crossings, 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 /
project (including all prior phases) in the past?
Comments: JD Pending-PJD Requested
Yes No Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Corey Novak and Wes Fryar
Agency/Consultant Company: LMG
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Not yet received.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.

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PCN Form – Version 1.3 December 10, 2008 Version

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 waters, outside of those proposed in this application, are not
anticipated as a result of the proposed project.

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PCN Form – Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.

Type of impact
2c.

Type of wetland
(if known)
2d.

Forested

2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.

Area of impact
(acres)
W1 P T Culvert/Stone Fill PFO Yes
No
Corps
DWQ 0.005
W2 P T Culvert/Stone Fill PFO Yes
No
Corps
DWQ 0.023
W3 P T Yes
No
Corps
DWQ
W4 P T Yes
No
Corps
DWQ
W5 P T Yes
No
Corps
DWQ
W6 P T Yes
No
Corps
DWQ
2g. Total wetland impacts 0.028
2h. Comments:
Wetland Impact #1 (Wetland W12) will permanently impact 0.005 acres (200SF) of wetland with road crossing fill.

Wetland Impact #2 (Wetland W3) will permanently impact 0.023 acres (1,000SF) of wetland with road crossing fill.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P T Culvert Fill/Rip-
Rap/Pump Around Unnamed PER
INT
Corps
DWQ 6 15/25/40
S2 P T Culvert Fill/Rip-
Rap/Pump Around Unnamed PER
INT
Corps
DWQ 6 10/25/40
S3 P T Culvert Fill/Rip-
Rap/Pump Around Unnamed PER
INT
Corps
DWQ 6 0/25/40
S4 P T PER
INT
Corps
DWQ
S5 P T PER
INT
Corps
DWQ
S6 P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts 25/75/120
3i. Comments: The applicant proposes 3 culvert replacements resulting in cumulative permanent stream impact to 100 linear
feet of stream channel and cumulative temporary stream impact to 120 linear feet of stream channel. Of the 100 linear feet of
stream channel impact, 25 linear feet of impact will occur from extension of proposed culvert/earthen fill outside of the existing

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PCN Form – Version 1.3 December 10, 2008 Version

culvert footprint and would be a considered a net loss of stream. The remaining 60 linear feet of proposed permanent stream
impact consists of rip-rap stone being keyed into existing stream bed elevation (View Exhibit #110, Stream Crossing Internal
Access Road). Permanent impact to streams associated with keyed in rip-rap to pre-construction stream bed elevations will
allow for aquatic passage and habitat to be maintained following culvert installation. Additionally, the use of rip-rap energy
dissipaters will be beneficial to down-gradient water bodies for reduction of in stream flow velocities, sedimentation in down-
gradient water bodies and enhance stream stability following culvert replacement. Therefore, the permanent impact to
streams associated with stone rip-rap fill is not considered a net loss of stream. Areas of temporary impact will be restored to
similar pre-construction grades and matted/seeded.

Stream Impact #1 (Tributary 16) will permanently impact 15 linear feet of stream channel with culvert fill, permanently impact
25 linear feet of stream channel with keyed in /rip-rap fill and temporarily impact 40 linear feet of stream channel with
associated pump around.

Stream Impact #2 (Tributary 10) will permanently impact 10 linear feet of stream channel with culvert fill, permanently impact
25 linear feet of stream channel with keyed in rip-rap fill and temporarily impact 40 linear feet of stream channel with
associated pump around.

Stream Impact #3 (Tributary 58) will permanently impact 25 linear feet of stream channel with rip-rap fill and temporarily
impact 40 linear feet of stream channel with associated pump around.
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)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts
4g. Comments: The applicant proposes 27 cumulative access road crossings at 50 physical locations resulting in ranging
permanent and temporary impact amounts as shown on the attached Open Water Impact Table. The permanent impact to
open water ditches is a result of culvert fill and rip-rap. Rip-rap is proposed to provide inlet and outlet protection and energy
dissipation. Temporary impact to open water ditches is proposed as a result of the use of sediment and erosion control best
management practices.

The open water drainage ditches were previously maintained as part of routine agricultural or silviculture practices. However,
it appears the open water ditches have not been maintained for at least 25 to 30 years, resulting in excessive accumulated
sediments and vegetation within the ditch beds that significantly prohibit flow and proper drainage. The applicant proposes to
complete maintenance activities including removal of sediment accumulation and vegetation removal to ensure adequate
drainage from the site. The maintenance activities are necessary during the duration of construction and following
construction to ensure that access roads and crossings remain in a safe and functioning condition for the long term
maintenance of t heh proposed project. It is the applicant's understanding that proposed maintenance activities are an
exempt activity pending historic depths and widths of the open water ditches are maintained. Therefore, the applicant does
not request written verification of impacts associated with open water ditch maintenance.

Seven of the proposed open water ditch locations have been designed to replace existing culverts. The open water ditch
crossings will utilize Type B sediment dams during installation of the culverts or during culvert replacements to reduce the
potential for sedimentation into down-gradient waters.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.

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PCN Form – Version 1.3 December 10, 2008 Version

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
5f. Total
5g. Comments: Construction of ponds/lakes are not 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:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
Neuse Tar-Pamlico Other: Cape Fear
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P) or
Temporary (T)
6c.

Reason
for
impact
6d.

Stream name
6e.

Buffer
mitigation
required?
6f.

Zone 1 impact
(square feet)
6g.

Zone 2 impact
(square feet)
B1 P T Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts
6i. Comments: Buffer impacts are not proposed.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. 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, access roads must be constructed for site construction and long
term maintenance. The road widths have been designed to the minimal width necessary to safely accommodate heavy
equipment and tractor trailers. Crossings have been designed in areas of existing previously impacted crossings for several of
the proposed crossings.

The solar array and necessary infrastructure (overhead/underground voltage lines, inverters, substation, etc.) have been
designed to avoid impacts to jurisdictional streams, wetlands and ponds. The remaining 171.7 acres of wetlands, 11,205 linear
feet of stream channel and 10.01 acres of open water drainage ditches are being avoided.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The impact limits will be staked and silt fence will be used. Temporary coffer dams will be installed up-gradient of the
proposed culverts at the stream and wetland crossings. During construction, water will be pumped around the construction
footprints. Appropriate bank protection will be provided in the stream channels during construction and all excess excavated
material will be immediately removed from the stream and wetland crossing areas. Upon completion of the culvert
installations, the temporary sand bag coffer dams will be removed and flow will be diverted through the culverts. Following
construction, disturbed stream banks will be restored to similar pre-construction conditions, matted and seeded/live staked.

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PCN Form – Version 1.3 December 10, 2008 Version

Type B sediment dams will be temporarily installed up and down-gradient of the proposed culverts at the open water ditch
crossings to reduce potential for sedimentation into down-gradient waters. The Type B sediment dams have been designed to
be within an area of permanent impact for long term maintenance areas for accumulated sediment and vegetation removal.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No

2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Northeast Cape Fear Bank
3b. Credits Purchased (attach receipt and letter) Type Stream Quantity Up to 140LF Credits
Reserved
3c. Comments: The applicant proposes to mitigate for the unavoidable net loss to streams through purchase of available
credits from the Northeast Cape Fear Bank following issuance of the NWP 14 verification. The applicant proposes a 2:1
mitigation ratio for the permanent net loss fill to 15 linear feet of stream channel at Stream Crossing #1 (Tributary 16) and a
1:1 mitigation ratio for the permanent net loss of 10 linear feet of stream channel at Stream Crossing #2 (Tributary 10). A
copy of the credit reservation letter from the Northeast Cape Fear Bank is included as an attachment.

The applicant does not propose mitigation for the cumulative impact to 75 linear feet of stream channel from the use of keyed
in rip-rap inlet protection and outlet energy dissipater because there is not a net loss of function to stream channel. Rip-rap
will be keyed into pre-construction stream beds/banks elevation and will allow for aquatic habitat to maintain following culvert
replacement. The use of keyed in rip-rap will provide stream stability following construction and will reduce potential
sedimentation into down-gradient waters.

The applicant does not proposed mitigation for the permanent impact to wetlands or open water ditches.
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.

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PCN Form – Version 1.3 December 10, 2008 Version

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:

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PCN Form – Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? <10 %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The Stormwater Management Permit Application Form (Form SWU-101 Version Oct 31, 2013) was submitted to the
Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) which was
accepted by them on November 19, 2018. The project was designed to comply with 15A NCAC 02H.1019 and be under
the 24% maximum BUA (where panels are not considered impervious) for low density and also provide 50 foot vegetated
setback from perennial waterbodies, perennial streams, and intermittent streams. The design also incorporated the six (6)
recommendations under Part E: Guidance for Specific Types of Sites, E-6 Solar Farms, of the current NCDEQ
Stormwater Design Manual. To date, the stormwater management plan has not yet been approved. Therefore, the
applicant requests a conditional 401 Water Quality Certification pending approval of the stormwater management plan.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No

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PCN Form – Version 1.3 December 10, 2008 Version

5b. Have all of the 401 Unit submittal requirements been met? Yes No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. 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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. 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.)
Comments: The applicant is not aware of a NEPA or SEPA being requried.
Yes No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
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
additional development, which could impact nearby downstream water quality? Yes No
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 as a result of the proposed
project.
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.

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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
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The USFWS reviewed the project and issued comments dated 6.28.18 (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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The SHPO reviewed the proposed project as part of an intergovernmental agency review and issued comments dated
6.25.18 (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 FIRMs 37720330300J & 3770330400J

Bradley S. Luckey

Applicant/Agent's Printed Name

_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)

1.8.19

Date

AGENT AUTHORIZATION
This form authorizes PEI to act as our agent in stream/wetland matters including U.S. Army Corps
of Engineers and North Carolina Division of Water Resources field verification and permitting.
Property Address: 3125 Watha Rd, Willard, NC 28478 _______
____________________________________
____________________________________
Applicant Information:
Name:
Address:
Telephone Number:
Fax Number:
E-mail Address:
Crooked Run Solar, LLC ĂŶĚLJƉƌĞƐƐƌĞĞŬZĞŶĞǁĂďůĞƐ͕>>͕ŝƚƐDĂŶĂŐĞƌ
3250 Ocean Park Blvd. Santa Monica, CA 90405 _______________
______________________________________________________
______________________________________________________
310-581-6299 __________________________________________
______________________________________________________
______________________________________________________
Signature: Date:
DocuSign Envelope ID: B4CB4FC1-97B4-40E9-897E-4E98FA4A4889



Name on Recorded
Deed PIN Deed Bk/Pg Address Telephone Email
Dunne Pauline et al 3303-68-7702 4619/1134
7608 Lost Tree Lane,
Wilmington, NC 28411 910-409-4179 [e-mail]
Pollock Hardold Lee
Trustee for Hames
Bryan Peterson
3303-58-8457
3304-21-8773
4654/1297
4632/2200
7950 NC Highway 11,
Willard, NC 28478 910-284-4936 [e-mail]
Whaley Aleta C
3304-50-3899
3304-41-8560 2714/189
PO Box 94,
Wallace, NC 28466 910-376-1545 [e-mail]
Johnson Farms Co LLC
3303-76-6584
3303-87-4326
4636/2151
702/248
985 Johnson Nursery Road,
Willard, NC 28478 910-279-4446 [e-mail]
Rodriguez Garcia
Mauricio et al 3304-81-4284 2594/129
4451 William Louis Drive,
Wilmington, NC 28405 910-431-1230 [e-mail]
North Carolina
Department of
Transportation 3229-31-1571 1020/200
124 Division Drive, Wilmington,
NC 28401 919-707-4730 [e-mail]
Owner Information (Pender GIS Website)
Open Water
Impact
Number
(Crossing #)
Open Water
Impact
Identifier
Open Water
Impact ORM
Identifier
Permanent
Or
Temporary
Name of
Waterbody Type of Impact Waterbody
Type
Area of Impact
(SF/Ac)
1 Ditch A1-A3 Trib 22 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 453/0.010
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 300/0.006
2 Ditch B1-B2 Trib 20 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 225/0.005
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 180/0.004
3 Ditch C1 Trib 21 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 180/0.004
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
4 Ditch D1 Trib 15 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 180/0.004
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
5 Ditch E1 Trib 27 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 180/0.004
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
6 Ditch F1 Trib 28 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 156/0.003
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
7 Ditch G1 Trib 29 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 156/0.003
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
Open Waters Impacts
Open Water
Impact
Number
(Crossing #)
Open Water
Impact
Identifier
Open Water
Impact ORM
Identifier
Permanent
Or
Temporary
Name of
Waterbody Type of Impact Waterbody
Type
Area of Impact
(SF/Ac)
8 Ditch H1 Trib 30 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 156/0.003
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
9 Ditch I1 Trib 31 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 156/0.003
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
10 Ditch J1 Trib 32 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 156/0.003
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
11 Ditch K1 Trib 33 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 156/0.003
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
12 Ditch L1 Trib 34 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 156/0.003
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
13 Ditch M1-M2 Trib 36 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 276/0.006
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 180/0.004
14 Ditch N1-N2 Trib 37 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 276/0.006
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 180/0.004
15 Ditch O1-O2 Trib 38 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 276/0.006
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 180/0.004
Open Water
Impact
Number
(Crossing #)
Open Water
Impact
Identifier
Open Water
Impact ORM
Identifier
Permanent
Or
Temporary
Name of
Waterbody Type of Impact Waterbody
Type
Area of Impact
(SF/Ac)
16 Ditch P1-P3 Trib 39 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 396/0.009
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 240/0.005
17 Ditch Q1 Trib 41 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 60/0.001
18 Ditch R1-R3 Trib 56 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 456/0.010
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 300/0.006
19 Ditch S1-S4 Trib 51 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 450/0.010
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 300/0.006
20 Ditch T1-T5 Trib 50 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 606/0.013
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 420/0.009
21 Ditch U1-U3 Trib 49 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 306/0.007
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 240/0.005
22 Ditch V1-V3 Trib 48 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 360/0.008
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 180/0.004
23 Ditch W1-W2 Trib 47 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 276/0.006
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
Open Water
Impact
Number
(Crossing #)
Open Water
Impact
Identifier
Open Water
Impact ORM
Identifier
Permanent
Or
Temporary
Name of
Waterbody Type of Impact Waterbody
Type
Area of Impact
(SF/Ac)
24 Ditch V4 Trib 46 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 105/0.002
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
25 Ditch X1 Trib 9 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 90/0.002
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
26 Ditch Y1-Y2 Trib 8 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 201/0.004
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 180/0.004
27 Ditch Z1 Trib 2 Permanent Unnamed Culvert & Stone Fill Open Water
Ditch 45/0.001
Temporary Unnamed Culvert & Stone Fill Open Water
Ditch 120/0.002
6,549/0.15
4,620/0.11
Total Permanent Open Water Impacts (SF/Ac)
Total Temporary Open Water Impacts (SF/Ac)
NORTHEAST CAPE FEAR UMBRELLA MITIGATION BANK
Agent: Land Management Group 
3805 Wrightsville Avenue, Suite 15 
Wilmington, NC 28403 

January 4, 2019 

Pilot Environmental, Inc. 
Attn. Brad Luckey 
PO Box 128 
Kernersville, NC 27285 

Credit Reservation Letter
Project:  Crooked Run Solar – Willard (Pender County), NC 
Dear Brad: 
The Northeast Cape Fear Umbrella Mitigation Bank (Bank) is providing preliminary acceptance to supply 
mitigation credits for proposed impacts to streams associated with the Crooked Run Solar Project in Pender 
County, NC (conditional upon receipt of payment as outlined below).  Please refer to the table below 
depicting the type and quantity of credits requested and reserved for your project. 

Mitigation Type Credit Source Credits Reserved Fee Per Unit Fee 
Stream Jeat Tract 140 $507.32 $71,024.80 
Non‐ Riparian Wetland N/A 0.0 $60,187.45 $0.00 
Riparian Wetland N/A 0.0 $60,187.45 $0.00 
   Total $71,024.80 

Based upon receipt of your credit request transmitted on December 28, 2018, the Bank will reserve 140 
stream credits for a period of up to 90 days from the date of this letter.  Note that requests to reserve 
credits beyond 90 days will require a deposit.  Please contact us if you need a reservation to extend beyond 
the 90‐day period. 

Upon request for credit transfer, the Bank will issue an invoice in the amount of $71,024.80.  Upon receipt 
of payment, the Bank will provide an executed Transfer of Credit Certificate for the total amount of credits 
invoiced and paid for. If you have any questions or need additional information, please contact me by 
phone at (910) 452‐0001 or by email at [e-mail]. 

Sincerely, 
Northeast Cape Fear Umbrella Mitigation Bank 

Christian Preziosi 
Land Management Group, Inc. (agent) 

 Northeast Cape Fear Umbrella Mitigation Bank 1 
c/o Land Management Group, Inc. 
3805 Wrightsville Avenue, Suite 15 
Wilmington, NC 28403 
NORTH CAROL%NA STATZ CLBAIUHGBOUSB
DEPAR'ft~JCN'l' 01' ADO:HIS"l'RATI:OH
I:lft&RGOV'EJUiiMD1TAL ltBVZBW
comr.t'Y; PENDER B11s ENERGY RELATED
FACILITIES/ACTIVITIES
.r~TS ~~ 18-E-4600-0290
~'R II&C&IYDa 05/17/2018
AGDICY lUIS:IiiCIBSK 1 06/13/2 018
MS RENEE GLEDHILL-EARLEY
CLEARINGHOUSE COORDINATOR
Received: 06/04/2.n"' CLOSP•
0611812018
State Historic Preservation Office
DEPT OF NATURAL 6< CULTURAL RESOURCE
STATE HISTORIC PRESERVATION OFFICE
MSC 4617 -ARCHIVES BUILDING
RALEIGH NC
aBV'IIlW DISTJU:BO'l'lOW
CAPE FEAR COG
DEPT OF AGRICULTURE
DEPT OF ENVIR. QUALITY -COASTAL MG
DEPT OF ENVIRONMENTAL QUALITY
DEPT OF NATURAL & CULTURAL RESOURCE
DEPT OF TRANSPORTATION
ONCR -NATURAL HERITAGE PROGRAM
CH 16-1358
OPS -DIV OF EMERGENCY MANAGEMENT Due _ ·SLt-~~~l ~ ~ ~y\xi PJlOJZC"l' llftl'OJIICATl:OW
APPLICANT: North Carolina Department of Con·merce
TYPE: State Environmental Policy A~t \
Environmental Revi~
DESC: Amended Application of Crooked Run Solar, LLC for Certificate> to construct a 75
MW Solar Photovoltaic Electric Generating Facility in Pender Co. Docket ISP-8061,
Sub 0. -view document at
http:/lstarwl.ncuc.net/NCUCtportaltncuctpagetDockets/POrtal.aspx. Type SP-8061
Sub 0 in the Dockec Number search line.
Located on the west side of \'1at:ha Road, south of NC ll South, Willard. NC
Amended due to the additional parcel of land added to the facility site.
CROSS-REFERENCE NUMBER: 1?-E-4600-0041
The attached project has been submitted to theN. c. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center. Raleigh NC 27699-1301.
If additional review tim~ is n~~ed, please contact this office at (919)80?-2425.
AS A RESULT OF THIS REVI£\-1 THE FOLLO\'liNG IS SUBMITTED: l1a_ NO COMMENT 0 COMMENTS ATTACHED
SlGNED BY: DATE:
JUN 0 6 2018