Community Solar and Energy Storage Project - Combined package

Dewberry
Stormwater Management
Permit Submittal
Fayetteville Public Works Commission
Community Solar and Energy Storage Project
Dewberry Project Number: 50102324
August 2018
SUBMITTED BY
Dewberry Engineers Inc.
2610 Wycliff Road
Suite 410
Raleigh NC 27607
919.881.9939
NC License No.: F-0929
SUBMITTED TO:
NC Environmental Quality
Division of Energy, Mineral,
and Land Resources
225 Green Street, Suite 714
Fayetteville, NC28301

TABLE OF CONTENTS
Stormwater Narrative
Appendix A NCDENR Stormwater Application Form & Supplement
Appendix B USGS, Soils Maps & NC Water Classification
Appendix C Storm Drainage Calculations
Appendix D Subsurface Investigation (boring locations and email information)
Appendix E Recombination Plat
Appendix F Existing NPDES Permit
Appendix G Wetland Letter

Community Solar and Energy Storage Project
Fayetteville PWC
STORMWATER MANAGEMENT NARRATIVE FOR
COMMUNITY SOLAR AND ENERGY STORAGE PROJECT
FAYETTEVILLE PUBLIC WORKS COMMISSION (PWC)
CUMBERLAND COUNTY, NC
August 2o18
Proiect Description
Fayetteville Public Works Commission (PWC) is constructing a utility -scale renewable energy
generation and energy storage system at PWC's Butler -Warner Generation Plant. The system
will consist of solarvoltaic array and lithium -ion battery bank, wiring, inverters and control. The
project will be located on a 20.68 acres property located on Custer Avenue (SR 1723) in
Cumberland County. The properly is split with 3.21 acres (that will remain undisturbed) on the
north side of Custer Avenue and 17.47 on the south side where the project is located. The project
will demolish existing trees, remove an existing access road, fine grade, grass, landscape and
provide a 12' wide gravel access drive, one (1) gravel parking space, a switch yard, solar panels
with underground foundations and chain -link fence surrounding the solar panels with two
vehicular gates. The disturbed area is 6.8 acres.
The existing 15 inch RCP pipe located will remain in place with 16 linear feet on the upstream
end being removed. The chain -link fence is setback 20 feet from side property lines and top of
banks, and 50 feet off of the right-of-way for Custer Avenue. No solar panels will be any closer
to chain link fence than 20 feet.
Existing Site Conditions
The existing site consists of grass area with trees, drop inlets and storm pipes, power poles, and
an existing gravel access drive around the site (18' to 24' wide). The disturbed are of the
property is bound by Custer Avenue on the north, the existing Butler -Warner Generation Plant
on the east, residential to the west, and a pond and CSX railroad on the south.
The project site is north of Locks Creek. The creek is located in the Cape Fear River basin. The
stream classification of Locks Creek at this location is C.
Using the USGS topographic map indicate there is a blue line stream on the property to the east
and south of the site. We are including the USGS map from the usgs.gov website for reference
purposes. We also included the NC Stream Classification map and the USDA Web Soil Survey
Map for reference.
The project is located in Flood Zone — 2% Annual Chance Flood Hazard on FIRM Map no.
3720045900J, panel effective date 1/5/2007.
Three small areas of wetlands were identified on the site, (1186 sf,1450 sf and 6417 sf). The
project falls under Nationwide Permit (NWP) 51— Land -Based Renewable Energy Generation
Facility with Statutory Authority 10/404 which authorizes construction of land -based renewable
energy production facilities and the area is under the Pre -Construction Notification (PCN)
Threshold of o.10 acres (4,356 sf). This project will disturb 2636 sf (0.06 acres) of wetlands.
Page I 1

Community Solar and Energy Storage Project
Fayetteville PWC
Soils Characteristics
The soils in the area of construction are classified as AaA (Altavista fine sandy loam, 0 to 3
percent slopes, rarely flooded, Southern Coastal Plain), Ro (Roanoke and Warne soils, 0 to 2
percent slopes, occasionally flooded) and WmB (Wickham fine sandy loam, 1 to 6 percent
slopes, rarely flooded) and according to the Soil Survey of Cumberland County, North Carolina
conducted by USDA Soil Conservation Service. A soils map and description of the soils is
provided in this report.
Stormwater Management
The project is located within the Cape Fear River Basin. Total disturbed area of the project is
6.8 acres. The project will not increase the impervious area on the site. The amount of
impervious will be approximately the same. The area will be graded and grassed and the existing
gravel access road will be removed and a new 12' gravel drive will be provided with one 9' X 20'
gravel parking space at the switch yard. The solar panels will have driven posts with minimal
surface area. The existing drainage patterns will remain unchanged from the existing site and
the flow will not be increased. The storm drainage system with three (3) grate inlets will remain
and undisturbed. The existing 15" RCP will have 16 LF removed on the upstream end but the
slope and outlet will remain the same. Erosion control protection will be provided.
Stormwater management will consist of sheet flow (dispersed flow) across the vegetated ground.
An existing pond is located on the site and the property flows toward this pond. The pond
outlets under the railroad tracks. Locks Creek is located to the south of the property and the
stream classification is C. This pond is permitted under NPDES permit #NCS000369 and is
included in this submittal. The existing impervious is 2% and the proposed impervious of the
site is 2% and remains less than the 24% threshold for Low Density.
Page 12

APPENDIX A - STORMWATER MANAGEMENT PERMIT
APPLICATION FORM

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Communitv Solar and Enerav Storage Proiect
2. Location of Project (street address):
2180 Custer Avenue
City:Fayetteville County:Cumberland Zip:28312
3. Directions to project (from nearest major intersection):
From Intersection of Sweetie Road(SR1724) and Custer Avenue (SR1723) head south 0.3 miles and property is
on the left (east).
4. Latitude:35° 5' 49" N Longitude:-780 49' 57" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
ZNPDES Industrial Stormwater
Sedimentation/Erosion Control: 6.8 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Butler/Warner Generation Plant, Permit No. NCS000369, May 11, 2018
NPDES
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: htW:Hl2ortal.ncdenr.org/web/Ir/rules-and-regulations
Fonn SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the -project):
Applicant/Organization:Fayetteville Public Works Commision
Signing Official & Title:
b. Contact information for person listed in item 1a above:
Street Address:955 Old Wilmington Road
City:Fayetteville State:NC Zip:28301
Mailing Address (if applicable):
City:
Phone:
State: Zip:
Fax: ( 1
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
Phone: ( 1
Email:
State:
State: Zip:
Fax: ( 1
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: �_) Fax: ( 1
4. Local jurisdiction for building permits: Cumberland County
Point of Contact:Tom Lloyd Phone #: (910 ) 678-7600
Form S)W-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The project will continue to sheet flow across the grassed site which is sloped at 0 5% to 1 6% grade to an
existing 15 inch RCP or to an existing storm inlet pipe system that flows off site.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
® Other: Zoning Case #18-057 Date: 06-21-18
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ® Ph II — Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 20.68-3.21=17.5 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 4.7 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
12.77(on southside of Custer Avenue) acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 1.9 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Locks Creek
Stream Class *
C
Stream Index Number *
18-28
Total Drainage Area (sf)
4.51
On -site Drainage Area (sf)
4.51
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (sf)
10540
% Impervious Area** (total)
1•9
Impervious" Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
950
On -site Streets (sf)
8580
On -site Parking (sf)
180
On -site Sidewalks (sf)
0
Other on -site (sf)
830
Future (sf)
0
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (sf):
10540
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/zveb/zvalpslcsu/classifications
** Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union Countv: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15,4 NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htt2://12ortal.ncdenr.org/web/3yq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hgp://Vortal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athW2://12ortal.ncdenr.org/web/wg/ws/su/mal2s.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hU://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
1. Original and one copy of the Stormwater Management Permit Application Form. 1/
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants AJA,
Form. (if required as per Part V11 below) v
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M �( �4
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to 1WG
http://www.envhelp.org/pages/onestopexpress.html for mformation on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
M
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify JVA-
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book. 00140 Page No: 0100
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hft://v;ww.secretary.state.nc.us/Corporations/­CSearch.asLpx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://12ortal.ncdenr.org/web/lr/state-stormwater-
forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Pamela A Kistner
Consulting Firm: Dewberry Engineers, Inc.
Mailing Address:2610 Wycliff Road Suite 410
City:Raleigh State:NC Zip:27607
Phone: (919 ) 424-3726 Fax: (919 ) 881-9923
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I,
a Notary Public for the State of
, do hereby certify that
before me this _ day of
County of
personally appeared
, and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
I,
a Notary Public for the State of
do hereby certify that
Date:
County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit No.
(to be provided by DEMLR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H .I008(g).
PROJECT INFORMATION
Project Name : Community Solar and EnergySge Project
Contact Person:
Phone Number:
Number of Lots: l Allowable Built Upon Area (BUA) Per Lot*:24%
Number of Dwelling Units Per Acre":
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ® Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction [non-SAl only)
II. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://portal.ncdenr.org/web/lr/state-stonnwater-fonns_does)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4

Calculation:
For uniform lot sizes:
(SA: ft2 x DF: ) — (RA: ft2) — (OA• ft2) = BUA per Lot = ft2
(No of Lots: )
For non -uniform lot sizes:
a. (SA: 296208 ft2 x DF: 0.24) — (RA: 8760 ft2) — (OA: 1780 ft2) = Total allowable lot BUA = 60550 ft2
b. Total BUA from lot listing: 10540sf. b must be < a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design infnrmntinn hncPrl nn the 10-vPar ctnrm
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
(%)
Vallow
(fps)
Vactual
(fps)
Flow
Depth (ft)
1
NA
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Form SW401-Low Density-Rev3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then iustification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
N/A a. tFor projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer is
provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
N/A b. tFor HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer is
provided adjacent to surface waters.
N/A c. tFor Phase II Post -Construction projects: All built upon area is located at least 30 feet landward of
all perennial and intermittent surface waters.
N/A d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
attached e. Built upon area calculations are provided for the overall project and all lots.
N/A f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
NA g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
NA h. Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations for
shear stress and velocity are provided if slope is greater than 5%.
N/A i. At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
N/A j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity < 2 ft/s).
C-05 k. Swale detail and permanent vegetation is specified on the plans.
C-05 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
N/A m. Swales are located in recorded drainage easements.
N/A n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
N/A o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
N/A p.tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Ti
Address:
Phone:
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I,
do hereby certify that
a Notary Public for the State of , County of
personally appeared before me this
day of , and acknowledge the due execution of the forgoing Swale maintenance requirements.
Witness my hand and official seal,
Notary signature
SEAL
My commission expires
Form SW401-Low Density -Rev. 3 -2/10/09 Page 4 of 4

APPENDIX B - USGS, SOILS & NC WATER CLASSIFICATION MAPS

3
i�
697450
35o 5' 53" N
35o 541" N
Soil Map —Cumberland County, North Carolina
(Solar Farm)
697490 697530 697570 697610
697450 697490 697530 697570 697610
3
lV
Map Scale: 1:1,780 if printed on A portrait (8.5" x 11") sheet
Meters N
0 25 50 100 150
Feet
0 50 100 200 300
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
usDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
697650
3
697690
35' 5' 53" N
I
35' 5' 41" N
697690
3
N
v
3/22/2018
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
rwr
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
Vo
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
.14
Gravelly Spot
0
Landfill
Lava Flow
Marsh or swamp
+
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
4
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
oa
Sodic Spot
Soil Map —Cumberland County, North Carolina
(Solar Farm)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
.-
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
rwr
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
L
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 18, Sep 26, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Aug 13, 2014—Feb
4, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 3/22/2018
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Cumberland County, North Carolina
Solar Farm
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
AaA
Altavista fine sandy loam, 0 to
0.6
8.8%
3 percent slopes, rarely
flooded, Southern Coastal
Plain
Ro
6.3
89.9%
Roanoke and Warne soils, 0 to
2 percent slopes,
occasionally flooded
WmB
Wickham fine sandy loam, 1 to
0.1
1.2%
6 percent slopes, rarely
flooded
Totals for Area of Interest
7.0
100.0%
USDA Natural Resources Web Soil Survey 3/22/2018
Conservation Service National Cooperative Soil Survey Page 3 of 3

SWEETI
v
m
-P-r9ject

NC Surface Water Classification
April 27, 2018
Surface Water Classifications
River Basins
= CPF
1:4,514
0 0.04 0.09 0.18 m i
0 0.05 0.1 0.2 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO,
USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance
Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo,
OpenStreetMap contributors, and the GIS User Community
NCDENR Div. Water Resources
County of Cumberland, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA I NCDENR - Division of Water Resources

APPENDIX C - STORM DRAINAGE
CALCULATIONS

TOPOGRAPHIC SURVEY NOTES:
1. THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY PERFORMED BY DEWBERRY ENGINEERS /
INC. ON MARCH 22, 2018.
2. HORIZONTAL CONTROL (NAD83) AND VERTICAL CONTROL (NAVD88) ESTABLISHED BY GPS /
OBSERVATIONS AND COMPUTED USING NORTH CAROLINA GEODETIC SOCIETY VIRTUAL
REFERENCE STATION SERVICE (VRS).
3. NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE GROUND DISTANCES.
4. LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED BY OBSERVED EVIDENCE q C d e
AND LOCATION OF ABOVE GROUND UTILITY APPURTENANCES. UNDERGROUND UTILITIES NOT ' A /
VA —
SHOWN,
MAY EXIST. STORM SEWER DATA HAS BEEN COLLECTED FROM THE RIM OF THE INLET _ pQ P'hQ
al
WITHOUT ENTERING THE STRUCTURE. DUE TO STORM STRUCTURES BEING FILLED WITH WATER, _ 5�m'e-
CONNECTIVITY IS ASSUMED AND NO PIPE SIZES/TYPES CAN BE VERIFIED. C� q = I 1 �r L7 % /
5. THIS SITE IS DETERMINED BY FEMA AS 0.2% ANNUAL CHANCE FLOOD HAZARD. ACCORDING TO
THE FLOOD INSURANCE RATE FIRM PANEL 0448 MAP NUMBER 3720044800J DATED 1/5/2007.
1 / %
SHIRLEY ELLIOT �
DB 3546, PG 751 CITY OF FAYETTEVILLE
PIN 0449-90-5484 (PWC BUTLER -WARNER GENERATION PLANT)o
ZONED Al DB 00140, PG 0100 THRU 0100 (RECOMBINED 1.12.18) / a
2.3 AC / PIN 0458-09-0746 /
ZONED Al
/ 20.68 A el
` c
e
I
CARR, GLADYS, JAMES K, CHARLIE /
L, ALBERT L AND JULIUS B /
DB 2375, PG 125
PIN 0448-99-5524
ZONED RR /
5.60 AC /
'01
�1 0
�a h�
� ^J
/
/
N 45'25'"'
/
w�
Dewberry°
SHIRLEY ANN ELLIOT
DB 2805, PG 724
PIN 0449-90-5060
ZONED RR2.0 AC
/
_„.-
,.�.-ram'' GUz-'SE.R y �i .l l✓ � iJ�/` �,rf,
4
S 54'03'57" w CSX RAILRAOD - 130' R/W
—1522.33 — — .... _.
CITY OF FAYETTEVILLE
(PWC BUTLER -WARNER GENERATION PLANT)
DB 2528, PG 115
DB 3679, PG 243
DB 86, PG 24
PIN 0459-00-8872
ZONED LI
36.94 AC
GRAPHIC SCALE
( IN FEET )
I inch = 60 ft.
240
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
o. X.rvv X.cnnnnnn

Existing 15" RCP on site
Project Description
Friction Method
Manning Formula
Solve For
Full Flow Capacity
Input Data
Roughness Coefficient
0.013
Channel Slope
0.00250 ft/ft
Normal Depth
1.25 ft
Diameter
15 in
Discharge
3.23 ft3/s
Results
Discharge
3.23
ft3/s
Normal Depth
1.25
ft
Flow Area
1.23
ft2
Wetted Perimeter
3.93
ft
Hydraulic Radius
0.31
ft
Top Width
0.00
ft
Critical Depth
0.72
ft
Percent Full
100.0
%
Critical Slope
0.00618
ft/ft
Velocity
2.63
ft/s
Velocity Head
0.11
ft
Specific Energy
1.36
ft
Froude Number
0.00
Maximum Discharge
3.47
ft3/s
Discharge Full
3.23
ft3/s
Slope Full
0.00250
ft/ft
Flow Type
SubCritical
GVF Input Data
Downstream Depth
0.00 ft
Length
0.00 ft
Number Of Steps
0
GVF Output Data
Upstream Depth
0.00 ft
Profile Description
Profile Headloss
0.00 ft
Average End Depth Over Rise
0.00 %
Bentley Systems, Inc. Haestad Methods SOBdh3h:¢EidarMaster V81 (SELECTseries 1) [08.11.01.03]
7/12/2018 11:59:21 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 2

Existing 15" RCP on site
GVF Output Data
Normal Depth Over Rise
100.00
%
Downstream Velocity
Infinity
ft/s
Upstream Velocity
Infinity
ft/s
Normal Depth
1.25
ft
Critical Depth
0.72
ft
Channel Slope
0.00250
ft/ft
Critical Slope
0.00618
ft/ft
Bentley Systems, Inc. Haestad Methods SOBdh3h:¢EidarMaster V81 (SELECTseries 1) [08.11.01.03]
7/12/2018 11:59:21 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 2 of 2

Precipitation Frequency Data Server
Page 1 of 4
NOAA Atlas 14, Volume 2, Version 3
FAYETTEVILLE
Station ID: 31-3017
Location name: Fayetteville, North Carolina,'
USA"
Latitude: 35.0583*, Longitude:-78.8583*
Elevation:
Elevation (station metadata): 96 ft""
source: ESRI Maps
source: USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
0.212
0.258
0.329
0.388
0.472
0.542
0.617
0.697
0.813
0.909
12-hr
(0.190-0.241)
(0.230-0.292)
(0.293-0.373)
(0.344-0.438
(0.415-0.531)
(0.473-0.608)
(0.533-0.689
(0.597-0.778)
0.686-0.906)
(0.757-1.01)
24-hr
0.1117-0.136
0.1427 0.165
0.1827 0 211
0.2113-02 48
0.202709
00
0.292303 43
0.330-03 89
0.368-0 437
0.422-0 505
0.465-0 562
27 IF
2-day 0.068-0 078) 0.08 -0 095 0.104 0.120) (0.1IF o-112 IF227 0.141 (0.146 0.169 0.1657 0.193) 0.185-0 218 (0.20? 0 244)k0.236-0 281) (0.259-03 12
3-day 0.052 0.062 0.078 0.092 j F 0.110 0.125 0.140 0.156 0.179 0.198
(0.048-0.055) (0.058-0.067) (0.073-0.084) (0.085-0.098 (0.102-0.118) (0.115-0.133) (0.129-0.150 (0.143-0.168) 0.162-0.193) (0.178-0.213)
4-day 0.041 0.049 0.062 0.072 0.086 0.097 0.109 0.121 0.138 0.152
(0.038-0.044) (0.046-0.053) (0.058-0.066) (0.067-0.077 (0.080-0.092) (0.090-0.104) (0.100-0.116 (0.111-0.130) 0.126-0.149) (0.137-0.164)
7-day 0.027 0.033 0.040 0.047 0.055 0.062 0.069 0.076 0.087 0.095
(0.025-0.029) (0.030-0.035) (0.038-0.043) (0.043-0.050 (0.051-0.059) (0.057-0.066) (0.064-0.074 (0.070-0.082) 0.079-0.093) (0.086-0.102)
10-day 0.020-0 023) 0.024-0 028 0.030-0 034) (0.034-0 038 0.039-0 045 0.044-0 050) 0.048-0 055 (0.05200 061 0.058-0 068) (0.06 -0 074
20-day 0.015 0.017 0.021 0.024 0.027 0.030 0.033 0.036 0.040 0.043
(0.014-0016) (0.016-0.018) (0.020-0.022) (0.022-0.025 (0.026-0.029) (0.028-0.032) (0.031-0.035 (0.034-0.038) 0.037-0.043) (0.040-0.046)
30-day 0.012 0.014 0.017 0.019 0.022 0.024 0.026 0.028 0.030 0.032
(0.011-0013) (0.014-0.015) (0.016-0.018) (0.018-0.020 (0.020-0.023) (0.022-0.025) (0.024-0.027 (0.026-0.029) 0.028-0.032) (0.030-0.035)
45-day 0.010 0.012 0.014 0.015 0.017 0.019 0.020 0.022 0.024 0.025
(0.010-0011) (0.011-0.013) (0.013-0.015) (0.015-0.016 (0.016-0.018) (0.018-0.020) (0.019-0.022 (0.020-0.023) 0.022-0.025) (0.023-0.027)
60-day .021
0.009-0 010 0.0110-0 011 0.01120 0 013 0.011 3-14 0 014 0.0114-0 016 0.0116-0 017 0.01170--0 019 0.008-0 020 0.01-oig IF09-0 021) (0.020-0 023
' Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a
given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?st=nc&sta=31-3017&data=intensity&units=english&series=pds 7/17/2018

Surface area of posts
The post is 0.1382" thick. GCR = 0.476 X 476 posts = 226.6 sf
Proposed number of posts are 476

Built Upon Area Determination
Area (sf)
Gravel 8760
Buildings 1650
Posts 226.6
Project Limits 296200
Property - water 557568
Built Upon Area project limits 4%
BUA property Percentage 2%
Density: LOW

Fayetteville PWC Solar
Pre -Project Peak Flow for the Site Only
Rational Coefficient
Land Use Area (ac) C Reference
Lawn, dense soil, 0.5% - 1.5% slope 1.91 0.22 Chow, 1964
Impervious (Gravel Driveway) 0.27 0.65 Chow, 1964
Woods 0.40 0.20 Malcom, 1986
TOTAL 2.58 0.26
Kirpich Method for Time of Concentration
t, = 0.0078L0.77S-0.385 L = 400 ft
S = 0.011 ft/ft
t� = time of concentration, minutes t� 5minutes
L = length of flow path, feet
S = average watershed slope, ft/ft
Peak Flow
Use storm duration matching time of concentration
Q = CIA, Where C = 0.26
Q = discharge, cfs A = 2.58 acres
1= Rainfall Intensity, in/hr
A =Area, acres 1 = 6.11 in/hr, 2-yr, 5-min storm in Fayetteville, NC (NOAA Atlas 14)
Q = 4.10 cfs, for 2-yr, 5-min storm
I = 7.92 in/hr, 10-yr, 5-min storm in Fayetteville, NC (NOAA Atlas 14)
Q = 5.31 cfs, for 10-yr, 5-min storm
Rational Coefficient
Land Use Area (ac) C Reference
Lawn, dense soil, 0.5% - 1.6% slope 1.90 0.22 Chow, 1964
Woods 0.03 0.20 Malcom, 1986
TOTAL 1.93 0.22
Kirpich Method for Time of Concentration
t = 0.0078L0.77S-0.385 L = 310 ft
where`, S = 0.016 ft/ft
t� = time of concentration, minutes t�= 5minutes
L = length of flow path, feet
S = average watershed slope, ft/ft
Peak Flow
Use storm duration matching time of concentration
Q = CIA, Where C = 0.22
Q = discharge, cfs A = 1.93 acres
1= Rainfall Intensity, in/hr
A =Area, acres 1 = 6.11 in/hr, 2-yr, 5-min storm in Fayetteville, NC (NOAA Atlas 14)
Q = 2.59 cfs, for 2-yr, 5-min storm
I = 7.92 in/hr, 10-yr, 5-min storm in Fayetteville, NC (NOAA Atlas 14)
Q = 3.36 cfs, for 10-yr, 5-min storm

Fayetteville PWC Solar
Post -Project Peak Flow for the Site Only
Rational Coefficient
Land Use Area (ac) C Reference
Lawn, dense soil, 0.5% - 1.5% slope 2.36 0.22 Chow, 1964
Impervious (Gravel Driveway) 0.20 0.65 Chow, 1964
Impervious (concrete pad) 0.02 0.95 Chow, 1964
TOTAL 2.58 0.26
Kirpich Method for Time of Concentration
t = 0.0078L0.77S-0.385 L = 400 ft
where`, S = 0.011 ft/ft
t� = time of concentration, minutes tc= 5minutes
L = length of flow path, feet
S = average watershed slope, ft/ft
Peak Flow
Use storm duration matching time of concentration
Q = CIA, Where C = 0.26
Q = discharge, cfs A = 2.58 acres
1= Rainfall Intensity, in/hr
A =Area, acres 1 = 6.11 in/hr, 2-yr, 5-min storm in Fayetteville, NC (NOAA Atlas 14)
Q = 4.10 cfs, for 2-yr, 5-min storm
I = 7.92 in/hr, 10-yr, 5-min storm in Fayetteville, NC (NOAA Atlas 14)
Q = 5.31 cfs, for 10-yr, 5-min storm
Rational Coefficient
Land Use Area (ac) C Reference
Lawn, dense soil, 0.5% - 1.6% slope 1.90 0.22 Chow, 1964
TOTAL 1.93 0.22
Kirpich Method for Time of Concentration
t = 0.0078L0.77S-0.385 L = 310 ft
where`, S = 0.016 ft/ft
t,; = time of concentration, minutes t�= 5minutes
L = length of flow path, feet
S = average watershed slope, ft/ft
Peak Flow
Use storm duration matching time of concentration
Q = CIA, Where C = 0.22
Q = discharge, cfs A = 1.93 acres
1= Rainfall Intensity, in/hr
A =Area, acres 1 = 6.11 in/hr, 2-yr, 5-min storm in Fayetteville, NC (NOAA Atlas 14)
Q = 2.59 cfs, for 2-yr, 5-min storm
I = 7.92 in/hr, 10-yr, 5-min storm in Fayetteville, NC (NOAA Atlas 14)
Q = 3.36 cfs, for 10-yr, 5-min storm

APPENDIX D — SUBSURFACE INVESTIGATION (boring locations and
email information)

Kistner, Pam
From:
Mohammad Kayser <[e-mail]>
Sent:
Monday, July 16, 2018 1:31 PM
To:
Kistner, Pam; Lupo, Timothy
Cc:
Dan Schaefer
Subject:
RE: Fayetteville PWC Update
This message originated from outside your organization
Good Afternoon Pam,
The following are our preliminary recommendations for the gravel access road
- A woven geo-textile (equivalent to Mirafi 500X) should be placed over approved subgrade prior to
placement of the gravel surface.
- For light maintenance vehicle traffic, a minimum of 8" ABC stone is recommended.
Our geotechnical engineering report will include more detailed recommendations
Please let me know if you have any additional questions.
Thanks
Mohammad
Mohammad Kayser, P.E.
Geotechnical Engineer
FROEHLING & ROBERTSON, INC.
310 Hubert Street, Raleigh, NC 27603 1 USA
T 919.828.3441 1 F 919.828.5751 1 M 919.455.4278
www.FandR.com Join us on Facebook!
From: Kistner, Pam <[e-mail]>
Sent: Monday, July 16, 2018 12:38 PM
To: Mohammad Kayser <[e-mail]>; Lupo, Timothy <[e-mail]>
Subject: RE: Fayetteville PWC Update
Here is the approved preliminary site plan. Pam K
Pamela A. Kistner, PE
Senior Project Manager
Dewberry
2610 Wycliff Road
Suite 410
Raleigh, NC 27607
919.424.3726 - direct line
919.881.9939 - main office
919.881.9923 -fax
www.dewberry.com

From: Mohammad Kayser [mailto:[e-mail]]
Sent: Monday, July 16, 2018 12:36 PM
To: Lupo, Timothy <[e-mail]>; Kistner, Pam <[e-mail]>
Subject: RE: Fayetteville PWC Update
This message originated from outside your organization
Ti m,
Sorry for the late reply. Is it possible to send any plan which shows the location of the proposed gravel road and any
other information available for that road.
Thanks
Mohammad
From: Lupo, Timothy <[e-mail]>
Sent: Thursday, July 12, 2018 4:43 PM
To: Mohammad Kayser <[e-mail]>; Kistner, Pam <[e-mail]>
Subject: RE: Fayetteville PWC Update
See my responses below. The gravel road is mainly for access for maintenance. It's not a thru-way which will be traveled
by anyone except those entering the area of the PV array to do work. In case of emergency, fire trucks may have to
access the area, but that is not expected.
Tim Lupo, PE
Project Manager
Dewberry
2610 Wycliff Road, Suite 410
Raleigh, NC 27607
919.424.3775 direct
919.412.0948 cell
919.881.9923 fax
tlupoCa)Dewberry. com
www.dewberry.com
From: Mohammad Kayser [mailto:[e-mail]]
Sent: Thursday, July 12, 2018 4:13 PM
To: Kistner, Pam <[e-mail]>
Cc: Lupo, Timothy <[e-mail]>
Subject: RE: Fayetteville PWC Update
This message originated from outside your organization
Good Afternoon Pam,
We can provide preliminary recommendation for gravel road. Can you please answer following questions:
How many vehicles both in and out each day? —After system is completed, maybe one vehicle per day
What type of vehicles (tractor trailers, box trucks, etc.)? — Pickup truck
Of the total vehicles you get how many percentage are loaded vs. unloaded (half)? - Vast majority will be
unloaded.

We performed 6 borings at this project site. Attached is a boring location plan and following are stabilized groundwater
level after 24 hours of drilling completion:
B-1 3.7'
B-2 6.1'
B-3 3.5'
B-4 2.2'
B-5 1.1'
B-6 1.6'
We have not performed seasonal high water table or infiltration test at this site.
Please let me know if there is any question.
Thanks
Mohammad
Mohammad Kayser, P.E.
Geotechnical Engineer
FROEHLING & ROBERTSON, INC.
310 Hubert Street, Raleigh, NC 27603 1 USA
T 919.828.3441 1 F 919.828.5751 1 M 919.455.4278
www.FandR.com Join us on Facebook!
From: Kistner, Pam <[e-mail]>
Sent: Thursday, July 12, 2018 3:41 PM
To: Mohammad Kayser <[e-mail]>
Subject: RE: Fayetteville PWC Update
Good afternoon! Based on the subsoil investigation that your company performed at the PWC site off Custer Avenue,
do you have any preliminary recommendations for the gravel access road? Did you hit water in any of the bores or do
you have an seasonal high water or infiltration rate? We are not doing any kind of stormwater device, but am interested
in water level.
Thanks, Pam k
Pamela A. Kistner, PE
Senior Project Manager
Dewberry
2610 Wycliff Road
Suite 410
Raleigh, NC 27607
919.424.3726 - direct line
919.881.9939 - main office
919.881.9923 - fa x
www.dewberry.com
From: Lupo, Timothy
Sent: Thursday, July 12, 2018 1:23 PM
To: Mohammad Kayser <[e-mail]>
3

Cc: Kistner, Pam <[e-mail]>
Subject: RE: Fayetteville PWC Update
I'm copying Pam on this email to get her input. Pam, in summary F&R needs input from RBI (the racking company)
before they finalize their geotechnical report, and we're wrangling with RBI over contract terms right now. However,
F&R can provide some information if there are specifics you need. Can you let Mohammad know exactly what you need,
and let's see if that information is available?
Tim Lupo, PE
Project Manager
Dewberry
2610 Wycliff Road, Suite 410
Raleigh, NC 27607
919.424.3775 direct
919.412.0948 cell
919.881.9923 fax
tl u poO Dewberry. com
www.dewberry.com
From: Mohammad Kayser [mailto:[e-mail]]
Sent: Thursday, July 12, 2018 1:18 PM
To: Lupo, Timothy <[e-mail]>
Subject: RE: Fayetteville PWC Update
This message originated from outside your organization
Yes it will be helpful to have those info. If you need any preliminary information now we can try to provide those.
Thanks
From: Lupo, Timothy <[e-mail]>
Sent: Thursday, July 12, 2018 1:14 PM
To: Mohammad Kayser <[e-mail]>
Subject: RE: Fayetteville PWC Update
We're trying to come to contractual terms with the racking company. Then they'll provide design documents for the
racks. Do you need that before you can complete the report?
Tim Lupo, PE
Project Manager
Dewberry
2610 Wycliff Road, Suite 410
Raleigh, NC 27607
919.424.3775 direct
919.412.0948 cell
919.881.9923 fax
tlupo(aDewberry. com
www.dewberry.com
From: Mohammad Kayser [mailto:[e-mail]]
Sent: Thursday, July 12, 2018 1:08 PM
To: Lupo, Timothy <[e-mail]>
Subject: FW: Fayetteville PWC Update

This message originated from outside your organization
Tim,
Please see following email chain. I asked for the site grading plan, solar panel detail, storage building loading and
proposed foundation type information. Stas mentioned he is still waiting for direction for this project.
Mohammad
From: Mohammad Kayser
Sent: Wednesday, June 20, 2018 11:47 AM
To: 'Stanislav Gorbis' <[e-mail]>; Lupo, Timothy <[e-mail]>
Cc: Patrick Alton <[e-mail]>; Kistner, Pam <[e-mail]>
Subject: RE: Fayetteville PWC Update
Good Morning Stas and Tim,
Just wanted to let you know we have completed all necessary soil and resistivity lab testing for this project.
Once project details are available please let us know, we should be able to complete the report then.
Thanks
Mohammad
Mohammad Kayser, P.E.
Geotechnical Engineer
FROEHLING & ROBERTSON, INC.
310 Hubert Street, Raleigh, NC 27603 1 USA
T 919.828.3441 1 F 919.828.5751 1 M 919.455.4278
www.FandR.com Join us on Facebook!
From: Stanislav Gorbis <[e-mail]>
Sent: Thursday, April 26, 2018 12:23 PM
To: Lupo, Timothy <[e-mail]>; Mohammad Kayser <[e-mail]>
Cc: Patrick Alton <[e-mail]>; Drew Council <[e-mail]>; Kistner, Pam <[e-mail]>
Subject: RE: Fayetteville PWC Update
Attached are geotechnical report requirements from the racking provider.
Thanks,
STAS GORBIS, P.E.
Blymyer Engineers, Inc.
510-521-3773 Main
From: Lupo, Timothy [ma i Ito: tl u po(cb Dewberry. com]
Sent: Thursday, April 26, 2018 6:27 AM
To: Stanislav Gorbis; Mohammad Kayser
Cc: Patrick Alton; Drew Council; Kistner, Pam
Subject: RE: Fayetteville PWC Update

Attached is some general information regarding the energy storage system. I'll work with them to get more specific
information. Thanks.
Tim Lupo, PE
Project Manager
Dewberry
2610 Wycliff Road, Suite 410
Raleigh, NC 27607
919.424.3775 direct
919.412.0948 cell
919.881.9923 fax
[e-mail]
www.dewberry.com
From: Stanislav Gorbis [mailto:[e-mail]]
Sent: Wednesday, April 25, 2018 6:00 PM
To: Lupo, Timothy <[e-mail]>; Mohammad Kayser <[e-mail]>
Cc: Patrick Alton <[e-mail]>; Drew Council <[e-mail]>; Kistner, Pam <[e-mail]>
Subject: RE: Fayetteville PWC Update
This message originated from outside your organization
Hi Mohammad,
We are still waiting on direction on the project so there is still plenty of time to get us the report.
I have reached out to the racking provider to determine if they provide the structural design of the piles, which will most
likely be driven I -beams.
Tim, can you send the storage system weight and size to Mohammad?
Let me know if there are any additional questions.
Thanks,
STAS GORBIS, P.E.
Blymyer Engineers, Inc.
510-521-3773 Main
From: Lupo, Timothy [mailto:tlupo@Dewber[y.com]
Sent: Wednesday, April 25, 2018 7:31 AM
To: Mohammad Kayser
Cc: Patrick Alton; Drew Council; Stanislav Gorbis; Kistner, Pam
Subject: RE: Fayetteville PWC Update
I'm copying Stas Gorbis and Pam Kistner on this reply. Stas is managing the structural and system design, so he will have
a better idea of their timeline for needing the report. Stas, can you reply? Pam, do you have the site grading plan?
Most of the system design is on hold right now, as we're waiting for a decision from the client regarding whether they
want fixed -tilt or tracking. I'll follow up with them today and let you know. Thanks.

Tim Lupo, PE
Project Manager
Dewberry
2610 Wycliff Road, Suite 410
Raleigh, NC 27607
919.424.3775 direct
919.412.0948 cell
919.881.9923 fax
tl u poO Dewberry. com
www.dewberry.com
From: Mohammad Kayser [mailto:[e-mail]]
Sent: Wednesday, April 25, 2018 10:12 AM
To: Lupo, Timothy <[e-mail]>
Cc: Patrick Alton <[e-mail]>; Drew Council <[e-mail]>
Subject: RE: Fayetteville PWC Update
This message originated from outside your organization
Good Morning Tim,
We started thermal resistivity testing this week. We need 2 to 3 weeks to complete all the lab testing. Is there any report
deadline?
Also, we were wondering if the site grading plan, solar panel detail, storage building loading and proposed foundation
type information are available? These information will help us writing the report.
I will send you completed field safety paperwork by Monday, April 301n
Thanks
Mohammad
Mohammad Kayser, P.E.
Geotechnical Engineer
FROEHLING & ROBERTSON, INC.
310 Hubert Street, Raleigh, NC 27603 1 USA
T 919.828.3441 1 F 919.828.5751 1 M 919.455.4278
www.FandR.com Join us on Facebook!
From: Mohammad Kayser
Sent: Monday, April 9, 2018 9:33 AM
To: 'Lupo, Timothy' <[e-mail]>
Cc: Patrick Alton <[e-mail]>
Subject: RE: Fayetteville PWC Update
Good Morning Tim,
We have completed drilling the borings on last Wednesday. I will send you draft boring logs by tomorrow.
Thanks

Mohammad
Mohammad Kayser, P.E.
Geotechnical Engineer
FROEHLING & ROBERTSON, INC.
310 Hubert Street, Raleigh, NC 27603 1 USA
T 919.828.3441 1 F 919.828.5751 1 M 919.455.4278
www.FandR.com Join us on Facebook!
From: Lupo, Timothy <[e-mail]>
Sent: Friday, April 6, 2018 9:13 AM
To: Mohammad Kayser <[e-mail]>; Patrick Alton <[e-mail]>
Subject: Fayetteville PWC Update
Mohammad and Patrick —
Can you give me a quick update on your progress? Thanks!
Tim Lupo, PE
Project Manager
Dewberry
2610 Wycliff Road, Suite 410
Raleigh, NC 27607
919.424.3775 direct
919.412.0948 cell
919.881.9923 fax
tlupoODewberry.com
www.dewberry.com
Visit Dewberry's website at www.dewberry.com
If you've received this email even though it's intended for someone else, then please delete the email, don't share its
contents with others, and don't read its attachments. Thank you.
The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any
purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately.
The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any
purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately.
The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any
purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately.

The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any
purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately.
The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any
purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately.
The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any
purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately.

APPENDIX E - RECOMBINATION PLAT

VICINITY MAP
(N.T.S.)
r
cuzi
jVUe Ifs, ►�. a 7
2
3)
RIW B(}'
ECM-�--
(DISTURBED) -
LEGEND:
O
EIR = EXISTING IRON ROD
•
SIR = SET IRON ROD
O
EIP = EXISTING IRON PIPE
O
EIS = EXISTING IRON; STAKE
0
ECM = EXISTING CONCRETE MONUMENT
O
CP = COMPUTED POINT
RIW = RIGHT-OF-WAY
DB = DEED BOOK
PB = PLAT BOOK
PG = PAGE
AC = ACRE(S)
LINE SURVEYED
— — — —
LINE NOT SURVEYED
\ THE UNDERSIGNED HEREBY ACKNOWLEDGES THAT THE LAND SHOWN
ON THIS PLAN IS WITHIN SUBDIVISION REGULATION JURISDICTION
OF CUMBERLAND COUNTY, AND THAT THIS PLAT AND ALLOTMENT IS
\ MY OWN FREE ACT AND DEED, AND I DO HEREBY DEDICATE TO PUBLIC
USE AS STREETS AND EASEMENTS SO SHOWN OR INDICATED ON SAID PLAT.
l�
\ OWNER
\ \ STATE OF NORTH CAROLINA
\ \ I
1, �Ntifig rytl�v%ff _ __ REVIEW OFFICER OF
\ CUMBERLAND COUNTY, CERTIFY THAT THE MAP OR PLAT TO
11) \ \ WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
\ \ STATUTORY REQUIREMENTS FOR RECORDING. M�
\ DATE: ° f - /"S REVIEW OFFICER OAAV.*,&
•
\
\ \ OWN�R(S):
\ CITY OF FAYETTEVILLE
\ 433 HAY STREET
\ \ FAYETTEVILLE, NC 28301
CITY OF FAYETTEMI I F
(PWC BUTLER --WARNER GENERAMON PLANT)
D.B. 2528, P.G. 115
D.B. 3679, P.G. 243
P.B. 86. P.G. 24
PIN 0459-00--8872-
NC GRID COORD.
NAD 83 (2011)
N: 490823.8120
E. 2050217.4356
342.45' (CIE LINE) _ _ SI
."' R
EIR _ .... ^ -- S 18°45'42" W �J,r3p"��
EIP
(PINCHED) _ S_218" 3r4 8" W _ .� r 1 0�,6 S 18°48'17" W
�� 204.6' (TIE LINE) EIR 210.56'
CITY OF FAYETMMUE
(PWC)
D.B. 4444. P.G. 264
P.B. 91, P.G. 11
PIN 0449--90-8648--
ECM
(DISTURBED)
EIP
(PINCHED)
C\i
5HIRLEY ELLIOT
D.B. 3546, P.G. 751
PIN 0449-90-5484-
lR \
SHIRLEY ANN ELLIOT
O.H. 21305, P.G. 724
PIN 0449-90--5080-
t,sJ„+ a„r r,,, rr
��`�t'{ JOr1Il7 rrr
�.`I� �
ai oprova! Aequirep��
re r bf nn
Cumberlin , c3Llnty Joint P n9F td
E:2049711.1814
NOTES,
GNSS CERTIFICATE
NORTH CAROLINA
CUMBERLAND COUNTY
I, RODNEY G. MANESS, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL GPS SURVEY MADE
UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION
1, RODNEY G. MANESS CERTIFY THAT THIS SURVEY IS OF ANOTHER
WAS USED TO PERFORM THE SURVEY:
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT-
1. CLASS OF SURVEY: CLASS A
ORDERED SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION; 1
2. POSITIONAL ACCURACY:1:12,450
ALSO CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN
3. TYPE OF GPS FIELD PROCEDURE:RTK GNSS/SPECTRA SP80
ACTUAL SURVEY MADE UNDER MY SUPERVISION, DEED AND DESCRIPTION RECORDED
IN DEED BOOK 4181 PAGE_, PLAT BOOK B6 PAGE 24 THAT
4. DATES OF SURVEY:12/01/2017
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS BROKEN LINES AND
5. DATUM/EPOCH;NAD 83 (2011)
DRAWN FROM INFORMATION FOUND IN BOOKS REFERENCED, THAT THE RATIO OF
6. PUBLISHED/FIXED-CONTROL USE: N/A
PRECISION AS CALCULATED IS 1:.____12,450 _, THAT THIS PLAT WAS PREPARED
7. GEOID MODEL. -GEOID 128
IN ACCORDANCE WITH G.S. 47--30 AS AMENDED. WITNESS MY ORIGINAL
SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 21ST DAY OF
B. COMBINED GRID FACTOR:0.9998679
9. UNITS: U.S. SURVEY FEET
DECEMBER . A.D. , 20 17 ,
LAND SURVEYOR
LAND SURVEYOR
REGISTRATION NO. L-4594
REGISTRATION NO. L--4594
1. THERE ARE NO N.C. GRID CONTROL MONUMENTS WITHIN 200V OF SITE.
2. PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD.
3. ACREAGE BY COORDINATE COMPUTATION
4. NON -CONFORMING STRUCTURES HAVE NOT BEEN CREATED BY THIS
SUBDIVISION.
5. BROKEN LINES TAKEN FROM DEEDS AND PLATS OF RECORD.
6. PIN 0449-90-8493- AND PIN 0458-09-089D-TO BE COMBINED.
DEED REFERENCES
DB
2528,
PG 115
DB
4104,
PG 464
DB
4181,
PG 574
DB
4444,
PG 264
DB
3679,
PG 243
PB
86, PG 24
PB
91, PG 11
`\011IM1111111",
�"5, CAf?O '''r,,
•••s•••••
=OQ�oF _SS10�9fy4
SEAL ;
;9 L�-4594
• 20 •• juj
00*0 fees
NORTH CAROLINA /�y. Z
CUMBERLAND COUNTY
�$_;14A NOTARY PUBLIC OF
THE COUNTY AND STATE! AFORESAID, CERTIFY THAT ,
„ D W ,T r-e
PROPERTY OWNER(S), P RSONALLY APPEARED BEFORE MEN THIS DAY
AND ACKNOWLEDGED THE EXECUTION OF THE FORGOING WSTR�I_��+MENIT.
WITNESS MY HAND AND OFFICIAL STAMP OR SEAL, THISDAY OF
'JA101A&&Y, 20 4-9-
MY COMMISSION EXPIRES 0 a � �p �•a.
NOTARY ``,,`" 1lf AU +rrr r
SEAL �',��� oTARy��
Z
q ND GOJ �.�'
FILED Jan 12, 2018 11:05:08 am FILED
BOOK 00140 CUMBERLAND
PAGE 0100 THRU 0100 COUNTY NC
J. LEE WARREN JR.
INSTRUMENT # 01128 REGISTER
RECORDING $21.00 OF DEEDS
EXCISE TAX (None) AH
RECOMBINATION SURVEY FOR
FAYETTEVILLE PUBLIC WORKS COMMISSION
BUTLER -WARNER GENERATION PLANT
EASTOVER TOWNSHIP CUMBERLAND COUNTY
NEAR FAYETTEVILLE NORTH CAROLINA
SCALE: T"-100' DATE SURVEYED, DEC 1, 2017
100 0 50 100 200 400
SURVEYED AND MAPPED BY
RODNEY G. MANESS PLS L-4594
WATER RESOURCES ENGINEERING
racrric s w8r®r uturtips P.U. BOX IuB9, Fayetteville, NG ZB34Z
955 Old Wilmington Road, Fayetteville, NC 28301
(910) 223 - 4739

APPENDIX F - EXISTING NPDES PERMIT

Permit No. NCS000369
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
PERMIT
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other
lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act,, as
amended,
Fayetteville Public Works Commission
is hereby authorized to discharge stormwater from a facility located at
Butler/Warner Generation Plant
2274 Custer Avenue
Fayetteville, NC
Cumberland County
to receiving waters designated as UT to Locks Creek a class C stream in the Cape Fear River
Basin, in accordance with the discharge limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, and IV hereof.
This permit shall become effective May 11, 2018.
This permit and the authorization to discharge shall expire at midnight on April 30, 2023.
Signed this day May 11, 2018.
for William E. (Toby) Vinson Jr., P.E., CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By the Authority of the Environmental Management Commission

Permit No. NCS000369
TABLE OF CONTENTS
PART I INTRODUCTION
Section A: Individual Permit Coverage
Section B: Permitted Activities
Section C: Location Map
PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED
DISCHARGES
Section A: Stormwater Pollution Prevention Plan
Section B: Analytical Monitoring Requirements
Section C: Qualitative Monitoring Requirements
Section D: Special Conditions
PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS
Section A: Compliance and Liability
1.
Compliance Schedule
2.
Duty to Comply
3.
Duty to Mitigate
4.
Civil and Criminal Liability
5.
Oil and Hazardous Substance Liability
6.
Property Rights
7.
Severability
8.
Duty to Provide Information
9.
Penalties for Tampering
10.
Penalties for Falsification of Reports
11.
Onshore or Offshore Construction
12.
Duty to Reapply
i

Permit No. NCS000369
Section B: General Conditions
1. Permit Expiration
.2. Transfers
3. Signatory Requirements
4. Permit Modification, Revocation and Reissuance, or Termination
S. Permit Actions
6. Annual Administering and Compliance Monitoring Fee
Requirements
Section C: Operation and Maintenance of Pollution Controls
1. Proper Operation and Maintenance
2. Need to Halt or Reduce Not a Defense
3. Byp assing of Stormwater Control Facilities
Section D: Monitoring and Records
1.
Representative Sampling
2.
Recording Results
3.
Flow Measurements
4.
Test Procedures
S.
Representative Outfall
6.
Records Retention
7.
Inspection and Entry
Section E: Reporting Requirements
1.
Discharge Monitoring Reports
2.
Submitting Reports
3.
Availability of Reports
4.
Non-Stormwater Discharges
5.
Planned Changes
6.
Anticipated Noncompliance
7.
Spills
8.
Bypass
9.
Twenty-four Hour Reporting
10.
Other Noncompliance
11.
Other Information
PART IV DEFINITIONS
ii

Permit No. NCS000369
PART I INTRODUCTION
SECTION A: INDIVIDUAL PERMIT COVERAGE
During the period beginning on the effective date of the permit and lasting until expiration,
the permittee is authorized to discharge stormwater associated with industrial activity.
Such discharges shall be controlled, limited and monitored as specified in this permit.
If industrial materials and activities are not exposed to precipitation or runoff as described
in 40 CFR §122.26(g), the facility may qualify for a No Exposure Exclusion from NPDES
stormwater discharge permit requirements. Any owner or operator wishing to obtain a No
Exposure Exclusion must submit a No Exposure Certification Notice of Intent (NOI) form to
the Division; must receive approval by the Division; must maintain no exposure conditions
unless authorized to discharge under a valid NPDES stormwater permit; and must recertify
the No Exposure Exclusion annually.
SECTION B: PERMITTED ACTIVITIES
Until this permit expires or is modified or revoked, the permittee is authorized to discharge
stormwater to the surface waters of North Carolina or separate storm sewer system that
has been adequately treated and managed in accordance with the terms and conditions of
this permit. All stormwater discharges shall be in accordance with the conditions of this
permit.
Any other point source discharge to surface waters of the state is prohibited unless it is an
allowable non-stormwater discharge or is covered by another permit, authorization, or
approval. The stormwater discharges allowed by this permit shall not cause or contribute
to violations of Water Quality Standards.
This permit does not relieve the permittee from responsibility for compliance with any
other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or
decree.
Part I Page 1 of 2

SECTION C: LOCATION MAP
Permit No. NCS000369
Latitude: 35' 05' 63" N
Longitude: 78' 50' 41.5" W
County: Cumberland
Stream Class: C
Receiving Stream: UT to Locks Creek
Sub -basin: 03-06-15 (Cape Fear River Basin)
NCS000369
Fayetteville Public Works
Commission - Butler/
Warner Generation Plant
Part I Page 2 of 2

Permit No. NCS000369
PART 11 MONITORING, CONTROLS, AND LIMITATIONS FOR
PERMITTED DISCHARGES
SECTION A: STORMWATER POLLUTION PREVENTION PLAN
The permittee shall develop and implement a Stormwater Pollution Prevention Plan
(SPPP). The SPPP shall be maintained on site unless exempted from this requirement by
the Division. The SPPP is public information in accordance with Part III, Standard
Conditions, Section E, paragraph 3 of this permit. The SPPP shall include, at a minimum,
the following items:
1. Site Overview. The Site Overview shall provide a description of the physical facility
and the potential pollutant sources that maybe expected to contribute to
contamination of stormwater discharges. The Site Overview shall contain the following:
(a) A general location map (USGS quadrangle map or appropriately drafted equivalent
map), showing the facility's location in relation to transportation routes and surface
waters; the name of the receiving waters to which the stormwater outfalls
discharge, or if the discharge is to a municipal separate storm sewer system, the
name of the municipality and the ultimate receiving waters; and accurate latitude
and longitude of the points of stormwater discharge associated with industrial
activity. The general location map (or alternatively the site map) shall identify
whether any receiving waters are impaired (on the state's 303(d) list of impaired
waters) or if the site is located in a watershed for which a TMDL has been
established, and what the parameters of concern are.
(b) A narrative description of storage practices, loading and unloading activities,
outdoor process areas, dust or particulate generating or control processes, and
waste disposal practices. A narrative description of the potential pollutants that
could be expected to be present in the stormwater discharge from each outfall.
(c) A site map drawn at a scale sufficient to clearly depict: the site property boundary;
the stormwater discharge outfalls; all on -site and adjacent surface waters and
wetlands; industrial activity areas (including storage of materials, disposal areas,
process areas, loading and unloading areas, and haul roads); site topography and
finished grade; all drainage features and structures; drainage area boundaries and
total contributing area for each outfall; direction of flow in each drainage area;
industrial activities occurring in each drainage area; buildings; stormwater Best
Management Practices (BMPs); and impervious surfaces. The site map must
indicate the percentage of each drainage area that is impervious, and the site map
must include a graphic scale indication and north arrow.
(d) A list of significant spills or leaks of pollutants during the previous three (3) years
and any corrective actions taken to mitigate spill impacts.
Part II Page 1 of 11

Permit No. NCS0o0'369
(e) Certification that the stormwater outfalls have been evaluated for the presence of
non-stormwater discharges. The permittee shall re -certify annually that the
stormwater outfalls have been evaluated for the presence of non-stormwater
discharges. The certification statement will be signed in accordance with the
requirements found in Part III, Standard Conditions, Section B, Paragraph 3.
2. Stormwater Management Strategy. The Stormwater Management Strategy shall
contain a narrative description of the materials management practices employed which
control or minimize the stormwater exposure of significant materials, including
structural and nonstructural measures. The Stormwater Management Strategy, at a
minimum, shall incorporate the following:
(a) Feasibility Study. A review of the technical and economic feasibility of changing
the methods of operations and/or storage practices to eliminate or reduce exposure
of materials and processes to rainfall and run-on flows. Wherever practical, the
permittee shall prevent exposure of all storage areas, material handling operations,
and manufacturing or fueling operations. In areas where elimination of exposure is
not practical, this review shall document the feasibility of diverting the stormwater
run-on away from areas of potential contamination.
(b) Secondary Containment Requirements and Records. Secondary containment is
required for: bulk storage of liquid materials; storage in any amount of Section 313
of Title III of the Superfund Amendments and Reauthorization Act (SARA) water
priority chemicals; and storage in any amount of hazardous substances, in order to
prevent leaks and spills from contaminating stormwater runoff. A table or summary
of all such tanks and stored materials and their associated secondary containment
areas shall be. maintained. If the secondary containment devices are connected to
stormwater conveyance systems., the connection shall be controlled by manually
activated valves or other similar devices (which shall be secured closed with a
locking mechanism). Any stormwater that accumulates in the containment area
shall be at a minimum visually observed for color, foam, outfall staining, visible
sheens and dry weather flow, prior to release of the accumulated stormwater.
Accumulated stormwater shall be released if found to be uncontaminated by any.
material. Records documenting the individual making the observation, the
description of the accumulated stormwater, and the date and time of the release
shall be kept for a period of five (5) years. For facilities subject to a federal oil Spill
Prevention, Control, and Countermeasure Plan (SPCC), any portion of the SPCC Plan
fully compliant with the requirements of this permit may be used to demonstrate
compliance with this permit. The Division may allow exceptions to secondary
containment requirements for mobile refuelers, as with the exemption provided by
amendments to federal SPCC regulations, as long as appropriate spill containment
and/or diversionary structures or equipment is used to prevent discharge to surface
waters. Exceptions do not apply to refuelers or other mobile tankage used primarily
as bulk liquid material storage in a fixed location in place of stationary containers.
(c) BMP Summary. A listing of site structural and non-structural Best Management
Practices (BMPs) shall be provided. The installation and implementation of BMPs
Part II Page 2 of 11

Permit No. NCS000369
shall be based on the assessment of the potential for sources to contribute
significant quantities of pollutants to stormwater discharges and on data collected
through monitoring of stormwater discharges. The BMP Summary shall include a
written record of the specific rationale for installation and implementation of the
selected site BMPs. The BMP Summary shall be reviewed and updated annually.
3. Spill Prevention and Response Procedures. The Spill Prevention and Response
Procedures (SPRP) shall incorporate an assessment of potential pollutant sources based
on a materials inventory of the facility. Facility personnel responsible for implementing
the SPRP shall be identified in a written list incorporated into the SPRP and signed and
dated by each individual acknowledging their responsibilities for the plan. A
responsible person shall be on -site at all times during facility operations that have
increased potential to contaminate stormwater runoff through spills or exposure of
materials associated with the facility operations. The SPRP must be site stormwater
specific. Therefore, an oil Spill Prevention Control and Countermeasure plan (SPCC)
may be a component of the SPRP, but may not be sufficient to completely address the
stormwater aspects of the SPRP. The common elements of the SPCC with the SPRP may
be incorporated by reference into the SPRP.
4. Preventative Maintenance and Good Housekeeping Program. A preventative
maintenance and good housekeeping program shall be developed and implemented.
The program shall address all stormwater control systems (if applicable), stormwater .
discharge outfalls, all on -site and adjacent surface waters and wetlands, industrial
activity areas (including material storage areas, material handling areas, disposal areas,
process areas, loading and unloading areas, and haul roads), all drainage features and
structures, and existing structural BMPs. The program shall establish schedules of
inspections, maintenance, and housekeeping activities of stormwater control systems,
as well as facility equipment, facility areas, and facility systems that present a potential
for stormwater exposure or stormwater pollution where not already addressed under
another element of the SPPP. Inspection of material handling areas and regular
cleaning schedules of these areas shall be incorporated into the program. Timely
compliance with the established schedules for inspections, maintenance, and
housekeeping shall be recorded and maintained in the SPPP.
S. Facility Inspections. Inspections of the facility and all stormwater systems shall occur
as part of the Preventative Maintenance and Good Housekeeping Program at a
minimum on asemi-annual schedule, once during the first half of the year (January to
June), and once during the second half (July to December), with at least 60 days
separating inspection dates (unless performed more frequently than semi-annually).
These facility inspections are different from, and in addition to, the stormwater
discharge characteristic monitoring at the outfalls required in Part II B, C, and D of this
permit.
6. Employee Training. Training programs shall be developed and training provided at a
minimum on an annual basis for facility personnel with responsibilities for: spill
response and cleanup, preventative maintenance activities, and for any of the facility's
operations that have the potential to contaminate stormwater runoff. The facility
Part II Page 3 of 11

Permit No. NCS000369
personnel responsible for implementing the training shall be identified, and their
annual training shall be documented by the signature of each employee trained.
7. Responsible Party. The SPPP shall identify a specific position or positions responsible
for the overall coordination, development, implementation, and revision of the SPPP.
Responsibilities for all components of the SPPP shall be documented and position
assignments provided.
8. SPPP Amendment and Annual Update. The permittee shall amend the SPPP
whenever there is a change in design, construction, operation, site drainage,
maintenance, or configuration of the physical features which may have a significant
effect on the potential for the discharge of pollutants to surface waters. All aspects of
the .SPPP shall be reviewed and updated on an annual basis. The annual update
shall include:
(a) an updated list of significant spills or leaks of pollutants for the previous three
(3) years, or the notation that no spills have occurred (element of the Site
Overview);
(b) awritten re -certification that the stormwater outfalls have been evaluated for
the presence of non-stormwater discharges (element of the Site Overview);
(c) a documented re-evaluation of the effectiveness of the on -site stormwater
BMPs (BMP Summary element of the Stormwater Management Strategy).
(d) a review and comparison of sample analytical data to benchmark values (if
applicable) over the past year, including a discussion about Tiered Response
status. The permittee shall use the Division's Annual Summary Data
Monitoring Report (DMR) form, available from the Stormwater Permitting
Program's website (See: https:/Ideg.nc.gov/aboutldivisions/energy-minera
resources Inndes-stormwater-individual.
The Director may notify the permittee when the SPPP does not meet one or more of the
minimum requirements of the permit. Within 30 days of such notice, the permittee
shall submit a time schedule to the Director for modifying the SPPP to meet minimum
requirements. The permittee shall provide certification in writing (in accordance with
Part III, Standard Conditions, Section B, Paragraph 3) to the Director that the changes
have been made.
9. SPPP Implementation. The permittee shall implement the Stormwater Pollution
Prevention Plan and all appropriate BMPs consistent with the provisions of this permit,
in order to control contaminants entering surface waters via stormwater.
Implementation of the SPPP shall include documentation of all monitoring,
measurements, inspections, maintenance activities, and training provided to
employees, including the log of the sampling data and of actions taken to implement
BMPs associated with the industrial activities, including vehicle maintenance activities.
Such documentation shall be kept on -site for a period of five (5) years and made
available to the Director or the Director's authorized representative immediately upon
request.
Part II Page 4 of l l

Permit No. NCS000369
SECTION B: ANALYTICAL MONITORING REQUIREMENTS
Analytical monitoring of stormwater discharges shall be performed as specified in Table 1.
All analytical monitoring shall be performed during a measureable storm event at each
stormwater discharge outfall (SDO). Only SDOs discharging stormwater associated with
industrial activity must be sampled (See Definitions).
A measurable storm event is a storm event that results in an actual discharge from the
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DEMLR Regional Engineer. See Definitions.
Table 1. Analvtical Monitorine Reauirements
:.
.:
n:cmet
era
:5am
m .........:.:.:e:
e
1. -
:.......: :.::.
t
:.
..........:
. .
..:.a::...
.
re
:::.
.....
loca...
nt.oen
C0530
Total Suspended Solids (TSS)
m L
semi-annual
Grab
SDO
400
pH
standard
semi-annual
Grab
SDO
Non -Polar Oil & Grease by
552
mg/L
semi-annual
Grab
SDO
EPA Method1664 SGT--HEM
46529
Total Rainfall4
inches
semi-annual
Rain Gauge
-
Footnotes:
1 Measurement Frequency: Twice per year (unless other provisions of this permit prompt monthly
sampling) during a measureable storm event, until either another permit is issued for this facility or until
this permit is revoked or rescinded. If the facility is monitoring monthly because of Tier Two or Three
response actions under the previous permit, the facility shall continue a monthly monitoring and
reporting schedule in Tier Two or Tier Three status until relieved by the provisions of this permit or
the Division.
2 Grab samples shall be collected within the first 30 minutes of discharge. When physical separation between
outfalls prevents collecting all samples within the first 30 minutes, sampling shall begin within the first 30
minutes, and shall continue until completed. Drawing down the level of water in the onsite pond via
manual release in preparation for a large storm event such as a hurricane or in preparation for
maintenance is allowed in order to preserve pond integrity. In this case analytical sampling must be done
within the first 30 minutes of manual discharge.
3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless
representative outfall status (ROS) has been granted. A copy of the Division's letter granting ROS shall be
kept on site.
4 For each sampled measureable storm event, the total precipitation must be recorded. An on -site rain gauge
is required. Where isolated sites are unmanned for extended periods of time, a local rain gauge reading
may be substituted for an on -site reading.
The permittee shall complete the analytical samplings in accordance with the schedule
specified below in Table 2, unless adverse weather conditions prevent sample collection
(see Adverse Weather in Definitions). Sampling is not required outside of the facility's
normal operating hours. A minimum of 60 days must separate Period 1 and Period 2
sample dates, unless monthly monitoring has been instituted under a "Tier Two"
response. Inability to sample because of adverse weather conditions must be documented
Part II Page 5 of 11

Permit No. NCS000369
in the SPPP and recorded on the DMR. The permittee must report the results from each
sample taken within the monitoring period (see Part III, Section E). However, for purposes
of benchmark comparison and Tiered response actions, the permittee shall use the
analytical results from the first sample with valid results within the monitoring period.
Table 2. Monitoring Schedule
}
....... ..... Annual
Mon Events ��
- ' St��rt D .1
A�1 . Years � ...
nd Date
E............
rA........
lt Years... ............
Period 1
January 1
June 30
December 31
Period 2
July 1
Footnotes:
1 Maintain semi-annual monitoring until either another permit is issued for this facility or until this
permit is revoked or rescinded. The permittee must submit an application for renewal of coverage
before the submittal deadline (180 days before expiration) to be considered for renewed coverage
under the permit. The permittee must continue analytical monitoring throughout the permit
renewal process, even if a renewal permit is not issued until after expiration of this permit.
2 If no discharge occurs during the sampling period, the permittee must submit a monitoring report
indicating "No Flow" or "No Discharge" within 30 days of the end of the sampling period.
3 Monitoring periods remain consistent through the permit term and through the renewal process.
Failure to monitor semi-annually per permit terms may result in the Division requiring
monthly monitoring for all parameters for a specified time period. "No discharge" from an
outfall during a monitoring period does not constitute failure to monitor, as long as it is
properly recorded and reported.
The permittee shall compare monitoring results to the benchmark values in Table 3.
Exceedances of benchmark values require the permittee to increase monitoring, increase
management actions, increase record keeping, and/or install stormwater Best Management
Practices (BMPs) in a tiered program. See below the descriptions of Tier One, Tier Two, and
Tier Three response actions below. In the event that the Division releases the permittee from
continued monthly monitoring and reporting under Tier Two or Tier Three, the Division's
release letter may remain in effect through subsequent reissuance of this permit, unless the
release letter provides for other conditions or duration.
Table 3. Benchmark Values for Analytical Monitorin
Part II Page 6 of 11

Permit No. NCS000369
The benchmark values in Table 3 are not permit limits but should be used as guidelines for implementation of the
permittee's SPPP. An exceedance. of a stormwater benchmark value is not a permit violation; however,
failure to respond to the exceedance as outlined in this permit is a violation of permit conditions.
If: The first valid sampling results are above a benchmark value, or outside of the benchmark range, for any parameter at
any outfall;
Then: The permittee shall:
1. Conduct a stormwater management inspection of the facility within two weeks of receiving sampling results.
2. Identify and evaluate possible causes of the benchmark value exceedance.
3. Identify potential, and select the specific feasible: source controls, operational controls, or physical improvements
to reduce concentrations of the parameters of concern, and/or to bring concentrations within the benchmark
range.
4. Implement the selected feasible actions within two months of the inspection.
S. Record each instance of a Tier One response in the SPPP. Include the date and value of the benchmark exceedence,
the inspection date, the personnel conducting the inspection, the selected actions, and the date the selected actions
were implemented.
6. Note: Benchmark exceedances for a different parameter separately trigger a tiered response.
If: The first valid sampling results from two consecutive monitoring periods (omitting periods with no discharge) are
above the benchmark values, or outside of the benchmark range, for any specific parameter at a specific discharge
outfall;
Then: The permittee shall:
1. Repeat all the required actions outlined above in Tier One.
2. Immediately institute monthly monitoring and reporting for all parameters. The permittee shall conduct monthly
monitoring at every outfall where a sampling result exceeded the benchmark value for two consecutive samples.
Monthly (analytical and qualitative) monitoring shall continue until three consecutive sample results are below the
benchmark values or within benchmark range.
3. If no discharge occurs during the sampling period, the permittee is required to submit a monthly monitoring report
indicating "No Flow" to comply with reporting requirements.
4. Alternatively, in lieu of steps 2 and 3, the permittee may, after two consecutive exceedances, exercise the option of
contacting the DEMLR Regional Engineer as provided below in Tier Three. The Regional Engineer may direct the
response actions on the part of the permittee as provided in Tier Three, including reduced or additional sampling
parameters or frequency.
S. Maintain a record of the Tier Two response in the SPPP.
6. Continue Tier Two response obligations throughout the permit renewal process.
Part II Page 7 of 11

Permit No. NCS000369
SECTION C: QUALITATIVE MONITORING REQUIREMENTS
The purpose of qualitative monitoring is to evaluate the effectiveness of the Stormwater
Pollution Prevention Plan (SPPP) and identify new potential sources of stormwater
pollution. Qualitative monitoring of stormwater outfalls must be performed during a
measurable storm event.
Qualitative monitoring requires a visual inspection of each stormwater outfall regardless of
representative outfall status. Qualitative monitoring shall be performed semi-annually
during required analytical monitoring'events (unless the permittee is required to perform
further qualitative monitoring per the Qualitative Monitoring Response, below). Inability
to monitor because of adverse weather conditions must be documented in the SPPP and
recorded on the Qualitative Monitoring Report form (see Adverse Weather in Definitions).
Only SDOs discharging stormwater associated with industrial activity must be monitored
(See Definitions).
In the event an atypical condition is noted at a stormwater discharge outfall, the permittee
shall document the suspected cause of the condition and any actions taken in response to
the discovery. This documentation will be maintained with the SPPP.
Table 6. Qualitative Monitoring Requirements
_ :::
.... r1S1CS.......................
ar..acte
char. e.. Ch :... :.....:..........
:... u. n:..:...:.
Fre e
:.:....::.:.......:.:::::................................:
:.....
::::
..................:. _ :..:......
....................:......::....................:........... ........::..
::::::::::::::::
::::::: ::::::::::::::
. :.
...:.......:
::: �:...,.:
:::
:::::: 2 ..::.::..........::.
, on::::
Lo:ca...
Color
semi-annual
SDO
Odor
semi-annual
SDO
Clarity
semi-annual
SDO
Floating Solids
semi-annual
SDO
Suspended Solids
semi-annual
SDO
Foam
semi-annual
SDO
Oil Sheen
semi-annual
SDO
Erosion or deposition at the outfall
semi-annual
SDO
Other obvious indicators
semi-annual
SDO
of stormwater pollution
Footnotes:
1 Monitoring Frequency: Twice per year during a measureable storm event unless other provisions of this
permit prompt monthly monitoring. See Table 2 for schedule of monitoring periods. The permittee must
continue qualitative monitoring throughout the permit renewal process until a new permit is issued.
2 Monitoring Location: Qualitative monitoring shall be performed at each stormwater discharge outfall
(SDO) regardless of representative outfall status.
A minimum of 60 days must separate monitoring dates, unless additional sampling has
been instituted as part of other analytical monitoring requirements in this permit.
Part II Page 8 of 11

Permit No. NCS000369
If the permittee's qualitative monitoring indicates that existing stormwater BMPs are
ineffective, or that significant stormwater contamination is present, the permittee shall
investigate potential causes, evaluate the feasibility of corrective actions, and implement
those corrective actions within 60 days, per the Qualitative Monitoring Response, onse, below.
A written record of the permittee's investigation, evaluation, and response actions shall be
kept in the Stormwater Pollution Prevention Plan.
Qualitative monitoring is for the purposes of evaluating SPPP effectiveness, identifying new
potential sources of stormwater pollution, and prompting the permittee's response to pollution. If
the permittee repeatedly fails to respond effectively to correct problems identified by qualitative
monitoring, or- if the discharge causes or contributes to a water quality standard violation, the
Division may but is not limited to:
• require that the permittee revise, increase, or decrease the monitoring frequency for some
or all parameters (analytical or qualitative)
• require the permittee to install structural stormwater controls;
• require the permittee to implement other stormwater control measures;
require the permittee to perform upstream and downstream monitoring to characterize
impacts on receiving waters; or
require the permittee implement site modifications to qualify for a No Exposure Exclusion.
SECTION D: SPECIAL CONDITIONS
ELECTRONIC REPORTING OF MONITORING REPORTS [G.S. 143-215.1(b)]
Federal regulations require electronic submittal of all discharge monitoring reports
(DMRs) and program reports. The final NPDES Electronic Reporting Rule was adopted and
became effective on December 21, 2015.
NOTE: This special condition supplements or supersedes the following sections within
Part III of this permit (Standard Conditions for NPDES Permits):
• Section B. (3.) Signatory Requirements
• Section D. (6.) Records Retention
• Section E. (1.) Discharge Monitoring Reports
• Section E. (2.) Submitting Reports
1. Reporting Requirements [kpplements Section E. (1.1 and Supersedes Section E.
2.
Effective December 21, 2016 or when the agency's electronic reporting system is able
to accept NPDES stormwater permit monitoring data, the permittee shall report
discharge monitoring data electronically using the NC DWR's Electronic Discharge
Monitoring Report (eDMR) internet application. NC DEMLR will notify permittees
when eDMR is ready to accept stormwater monitoring data.
Part II Page 9 of 11

Permit No. NCS000369
Monitoring results obtained during the previous month(s) shall be summarized for each
month and submitted electronically using eDMR. The eDMR system allows permitted
facilities to enter monitoring data and submit DMRs electronically using the internet.
Until such time that the state's eDMR application is compliant with EPA's Cross -Media
Electronic Reporting Regulation(CROMERR), errrmittees will be required to submit all
p g g p
discharge monitoring data to the state electronically using eDMR and also will be
required to complete the eDMR submission by printing, signing, and submitting one
signed original and a co of the computer ranted eDMR to the following address:
gcopy p p
NC DEQ /Division of Water Resources /Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due
to the facility being physically located in an area where less than 10 percent of the
households have broadband access, then a temporary waiver from the NPDES
electronic reporting requirements may be granted and discharge monitoring data may
be submitted on paper DMR forms or alternative forms approved by the Director.
Duplicate signed copies shall be submitted to the mailing address above. See "How to
Request a Waiver from Electronic Reporting" section below.
Regardless of the submission method, the first DMR is due no later than 30 days from
the date the facility receives the sampling results from the laboratory.
2. How to Request a Waiver from Electronic ReDortin�
The permittee may seek a temporary electronic reporting waiver from the Division. To
obtain an electronic reporting waiver, a permittee must first submit an electronic
reporting waiver request to the Division. Requests for temporary electronic reporting
waivers must be submitted in writing to the Division for written approval at least sixty
(60) days prior to the date the facility would be required under this permit to begin
submitting monitoring data and reports. The duration of a temporary waiver shall not
exceed 5 years and shall thereupon expire. At such time, monitoring data and reports
shall be submitted electronically to the Division unless the permittee re -applies for and
is granted a new temporary electronic reporting waiver by the Division. Approved
electronic reporting waivers are not transferrable. Only permittees with an approved
reporting waiver request may submit monitoring data and reports on paper to the
p Division for the period that the approved reporting waiver request is effective.
Information on eDMR and the application for a temporary electronic reporting waiver
are found on the following web page:
htt /deq.nc..g_o_v. /about divisions water-resources/edmr
Part II Page 10 of 11

Permit No. NCS000369
3. Signatory Requirements [Supplements Section B. (3.1 fbb) and Supersedes Section
B. 3. (d)]
All eDMRs submitted to the _permit issuing authority shall be signed by a person
described in Part III, Section B. (3.) (a) or by a duly authorized representative of that
personas described in Part III, Section B. (3.) (b). A person, and not a position, must be
delegated signatory authority for eDMR reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an
eDMR user account and login credentials to access the eDMR system. For more
information on North Carolina's eDMR system, registering for eDMR and obtaining an
eDMR user account, please visit the following web page:
http://deq.nc.gov/about/divisions/water-resources/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system
shall make the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF
CERTIFICATION WILL BE ACCEPTED:
"1 certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properlygather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly
responsible forgathering the information, the information submitted is, to the best of my
knowledge and belief,. true, accurate, and complete. I am aware that there are significant_
penalties for submitting false information, including the possibility of fines and
imprisonmentfor knowing violations."
4. Records Retention [Supplements Section D. (6.11
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR
submissions. These records or copies shall be maintained for a period of at least 3
years from the date of the report. This period may be extended by request of the
Director at any time [40 CFR 122.41].
Part II Page ll of ll

Permit No. NCS000369
PART III STANDARD CONDITIONS FOR NPDES STORMWATER INDIVIDUAL PERMITS
SECTION A: COMPLIANCE AND LIABILITY
1. Compliance Schedule
The permittee shall comply with Limitations and Controls specified for stormwater discharges in
accordance with the following schedule:
Existing Facilities already operating but applying for permit coverage for the first time: The
Stormwater Pollution Prevention Plan shall be developed and implemented within 12 months of the
effective date of the initial permit and updated thereafter on an annual basis. Secondary
containment, as specified in Part II, Section A, Paragraph 2(b) of this permit, shall be accomplished
within 12 months of the effective date of the initial permit issuance.
New Facilities applying for coverage for the first time: The Stormwater Pollution Prevention Plan
shall be developed and implemented prior to the beginning of discharges from the operation of the
industrial activity and be updated thereafter on an annual basis. Secondary containment, as specified
in Part II, Section A, Paragraph 2(b) of this permit shall be accomplished prior to the beginning of
stormwater discharges from the operation of the industrial activity.
Existing facilities previously permitted and applying for renewal: All requirements, conditions,
limitations, and controls contained in this permit (except new SPPP elements in this permit renewal)
shall become effective immediately upon issuance of this permit. New elements of the Stormwater
Pollution Prevention Plan for this permit renewal shall be developed and implemented within 6
months of the effective date of this permit and updated thereafter on an annual basis. Secondary
containment, as specified in Part II, Section A, Paragraph 2(b) of this permit shall be accomplished
prior to the beginning of stormwater discharges from the operation of the industrial activity.
2. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes
a violation of the Clean Water Act (CWA) and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit upon renewal
application [40 CFR 122.41].
a. The permittee shall comply with standards or prohibitions established under section 307(a) of
the CWA for toxic pollutants within the time provided in the regulations that establish these
standards or prohibitions, even if the permit has not yet been modified to incorporate the
requirement [40 CFR 122.41].
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of
the Act, or any permit condition or limitation implementing any such sections in a permit issued
under section 402, or any requirement imposed in a pretreatment program approved under
sections 402 (a) (3) or 402 (b) (8) of the Act, is subject to a civil penalty not to exceed $51,570 per
day for each violation [33 USC 1319(d) and 40 CFR 122.41(a)(2)].
The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308,
318, or 405 of the Act, or any condition or limitation implementing any of such sections in a
permit issued under section 402 of the Act, or any requirement imposed in a pretreatment
program approved under section 402 (a) (3) or 402 (b) (8) of the Act, is subject to criminal
penalties of $2,500 to $25,000 per day of violation, or imprisonment of not more than 1 year, or
both. In the case of a second or subsequent conviction for a negligent violation, a person shall be
subject to criminal penalties of not more than $50,000 per day of violation, or by imprisonment
of not more than 2 years, or both [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)].
Part III Page 1 of 9

Permit No. NCS000369
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to
criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3
years, or both. In the case of a second or subsequent conviction for a knowing violation, a person
shall be subject to criminal penalties of not more than $100,000 per day of violation, or
imprisonment of not more than 6 years, or both [33 USC 1319 (c) (2) and 40 CFR 122.41(a) (2)].
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act,
or any permit condition or limitation implementing any of such sections in a permit issued under
section 402 of the Act, and who knows at that time that he thereby places another person in
imminent danger of death or serious bodily injury, shall, upon conviction, be subject to a fine of
not more than $250,000 or imprisonment of not more than 15 years, or both. In the case of a
second or subsequent conviction for a knowing endangerment violation, a person shall be
subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c) (3) (B) (iii) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and
can be fined up to $2,000,000 for second or subsequent convictions [40 CFR 122.41(a) (2)].
f. Under state law, a civil penalty of not more -than $25,000 per violation may be assessed, against
any person who violates or fails to act in accordance with the terms, conditions, or requirements
of a permit [North Carolina General Statutes § 143-215.6A].
g. Any person may be assessed an administrative penalty by the Administrator for violating section
301, 302, 306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation
implementing any of such sections in a permit issued under section 402 of this Act.
Administrative penalties for Class I violations are not to exceed $20,628 per violation, with the
maximum amount of any Class I penalty assessed not to exceed $51,570. Penalties for Class II
violations are not to exceed $20,628 per day for each day during which the violation continues,
with the maximum amount of any Class II penalty not to exceed $257,848 [33 USC 1319(g)(2)
and 40 CFR 122.41(a)(3)].
3. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this
permit which has a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
4. Civil and Criminal Liability
Except as provided in Part III, Section C of this permit regarding bypassing of stormwater control
facilities, nothing in this permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6, or Section 309 of the
Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages,
such as fish kills, even though the responsibility for effective compliance may be temporarily
suspended.
5. Oil and Hazardous Substance Liabilitv
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the
permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be
subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321.
6. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property,
or any exclusive privileges, nor does it authorize any injury to private property or any invasion of
personal rights, nor any infringement of federal, state or local laws or regulations [40 CFR 122.41(g)].
Part III Page 2 of 9

Permit No. NCS000369
7. Severability
The provisions of this permit are severable, and if any provision of this permit, or the application of
any provision of this permit to any circumstances, is held invalid, the application of such provision to
other circumstances, and the remainder of this permit, shall not be affected thereby [NCGS 150B-23].
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause exists for
modifying, revoking and reissuing, or terminating the permit issued pursuant to this permit or to
determine compliance with this permit. The permittee shall also furnish to the Permit Issuing
Authority upon request, copies of records required to be kept by this permit [40 CFR 122.41(h)].
9. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders
inaccurate, any monitoring device or method required to be maintained under this permit shall, upon
conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not
more than two years per violation, or by both. If a conviction of a person is for a violation committed
after a first conviction of such person under this paragraph, punishment is a fine of not more than
$20,000 per day of violation, or by imprisonment of not more than 4 years, or both [40 CFR 122.41].
10. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation,
or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
11. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical
structures or facilities or the undertaking of any work in any navigable waters.
12. Duty to ReapplX
If the permittee wishes to continue an activity regulated by this permit after the expiration date of
this permit, the permittee must apply for and obtain a new permit [40 CFR 122.41(b)].
SECTION B: GENERAL CONDITIONS
1. Permit Expiration
The permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the permittee shall submit forms and fees as
are required by the agency authorized to issue permits no later than 180 days prior to the
expiration date, unless permission for a later date has been granted by the Director. (The Director
shall not grant permission for applications to be submitted later than the expiration date of the
existing permit) [40 CFR 122.21(d)]. Any permittee that has not requested renewal at least 180 days
prior to expiration, or any permittee that does not have a permit after the expiration and has not
requested renewal at least 180 days prior to expiration, will be subjected to enforcement procedures
as provided in NCGS §143-215.36 and 33 USC 1251 et. seq.
Part III Page 3 of 9

Permit No. NCS000369
2. Transfers
This permit is not transferable to any person without prior written notice to and approval from the
Director in accordance with 40 CFR 122.61. The Director may condition approval in accordance with
NCGS 143-215.1, in particular NCGS 143-215:1(b) (4)b.2., and may require modification or revocation
and reissuance of the permit, or a minor modification, to identify the new permittee and incorporate
such other requirements as may be necessary under the CWA [40 CFR 122.41(1)(3),122.61] or state
statute. The Permittee is required to notify the Division in writing in the event the permitted
facility is sold or closed.
3. Signatoryequirements
All applications, reports, or information submitted to the Permitting Issuing Authority shall be signed
and certified [40 CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a
responsible corporate officer means: (a) a president, secretary, treasurer or vice president
of the corporation in charge of a principal business function, or any other person who
performs similar policy or decision making functions for the corporation, or (b) the manager
of one or more manufacturing, production, or operating facilities, provided, the manager is
authorized to make management decisions which govern the operation of the regulated
facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure
long term environmental compliance with environmental laws and regulations; the manager
can ensure that the necessary systems are established or actions taken to gather complete
and accurate information for permit application requirements; and where authority to sign
documents has been assigned or delegated to the manager in accordance with corporate
procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive
officer or ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described in paragraph a. above or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated facility or activity, such as the position of plant manager,
operator of a well or well field, superintendent, a position of equivalent responsibility, or an
individual or position having overall responsibility for environmental matters for the company.
(A duly authorized representative may thus be either a named individual or any individual
occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22].
Changes to authorization: If an authorization under paragraph (b) of this section is no longer
accurate because a different individual or position has responsibility for the overall operation of
the facility, a new authorization satisfying the requirements of paragraph (b) of this section must
be submitted to the Director prior to or together with any reports, information, or applications to
be signed by an authorized representative [40 CFR 122.22].
Part III Page 4 of 9

Permit No. NCS000369
d. Certification. Any person signing a document under paragraphs a. or b. of this section, or
submitting an electronic report (e.g., eDMR), shall make the following certification [40 CFR
122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
V certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible forgathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
4. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the Permit Issuing Authority from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the
laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122 and 123;
Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina
General Statute 143-215.1 et al.
5. Permit Actions
The permit may be modified, revoked and reissued, or terminated for cause. The notification of
planned changes or anticipated noncompliance does not stay any permit condition [40 CFR
122.41(f)].
6. Annual Administering and Compliance Monitoring Fee Requirements
The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days
after being billed by the Division. Failure to pay the fee in timely manner in accordance with 15A
NCAC 2H .0105(b)(2) may cause the Division to initiate action to revoke the permit.
SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment
and control (and related appurtenances) which are installed or used by the permittee to achieve
compliance with the conditions of this permit. Proper operation and maintenance also includes
adequate laboratory controls and appropriate quality assurance procedures. This provision requires
the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee
only when the operation is necessary to achieve compliance with the conditions of this permit [40
CFR 122.41(e)].
2. Need to Halt or Reduce Not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary
to halt or reduce the permitted activity in order to maintain compliance with the condition of this
permit [40 CFR 122.41(c)].
3. Bypassing of Stormwater Control Facilities
Bypass is prohibited and the Director may take enforcement action against a permittee for bypass
unless:
a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and
b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities,
retention of stormwater, or maintenance during normal periods of equipment downtime or dry
weather. This condition is not satisfied if adequate backup controls should have been installed in
the exercise of reasonable engineering judgment to prevent a bypass which occurred during
normal periods of equipment downtime or preventive maintenance; and
Part III Page 5 of 9

Permit No. NCS000369
c. The permittee submitted notices as required under, Part III, Section E of this permit.
If the Director determines that it will meet the three conditions listed above, the Director may
approve an anticipated bypass after considering its adverse effects.
SECTION D: MONITORING AND RECORDS
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume
and nature of the permitted discharge. Analytical sampling shall be performed during a measureable
storm event. Samples shall be taken on a day and time that is characteristic of the discharge. All
samples shall be taken before the discharge joins or is diluted by any other waste stream, body of
water, or substance. Monitoring points as specified in this permit shall not be changed without
notification to and approval of the Permit Issuing Authority [40 CFR 122.41(j)].
2. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the permittee
shall record the following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
3. Flow Measurements
Where required, appropriate flow measurement devices and methods consistent with accepted
scientific practices shall be selected and used to ensure the accuracy and reliability of measurements
of the volume of monitored discharges.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations
published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as
Amended, and Regulation 40 CFR 136.
To meet the intent of the monitoring required by this permit, all test procedures must produce
minimum detection and reporting levels and all data generated must be reported down to the
minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge
requirements, then the most sensitive (method with the lowest possible detection and reporting
level) approved method must be used.
5. Representative Outfall
If a facility has multiple discharge locations with substantially identical stormwater discharges that
are required to be sampled, the permittee may petition the Director for representative outfall status.
If it is established that the stormwater discharges are substantially identical and the permittee is
granted representative outfall status, then sampling requirements may be performed at a reduced
number of outfalls.
Part III Page 6 of 9

Permit No. NCS000369
6. Records Retention
Visual monitoring shall be documented and records maintained at the facility along with the
Stormwater Pollution Prevention Plan. Copies of analytical monitoring results shall also be
maintained on -site. The permittee shall retain records of all monitoring information, including
o all calibration and maintenance records,
o all original strip chart recordings for continuous monitoring instrumentation,
o copies of all reports required by this permit, including Discharge Monitoring Reports
(DMRs),
o copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 5 years from the date of the
sample, measurement, report or application. This period may be extended by request of the Director
at any time [40 CFR 122.41].
7. Inspection and Entry
The permittee shall allow the Director, or an authorized representative (including an authorized
contractor acting as a representative of the Director), or in the case of a facility which discharges
through a municipal separate storm sewer system, an authorized representative of a municipal
operator or the separate storm sewer system receiving the discharge, upon the presentation of
credentials and other documents as may be required by law, to:
a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted,
or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions
of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as
otherwise authorized by the Clean Water Act, any substances or parameters at any location [40
CFR 122.41(i)].
SECTION E: REPORTING REQUIREMENTS
1. Discharge Monitoring_Reports
Samples analyzed in accordance with the terms of this permit shall be submitted to the Division on
Discharge Monitoring Report (DMR) forms provided by the Director or submitted electronically to
the appropriate authority using an approved electronic DMR reporting system (e.g., eDMR). DMR
forms are available on the Division's website (https: /deq nc.gov/about/divisions/energy-mineral-
land-resources /npdes-stormwater-individual). Regardless of the submission method (paper or
electronic), submittals shall be delivered to the Division or appropriate authority no later than 30
days from the date the facility receives the sampling results from the laboratory.
When no discharge has occurred from the facility during the report period, the permittee is required
to submit a discharge monitoring report, within 30 days of the end of the specified sampling period,
giving all required information and indicating "NO FLOW" as per NCAC T15A 02B .0506.
If the permittee monitors any pollutant more frequently than required by this permit using test
procedures approved under 40 CFR Part 136 and at a sampling location specified in this permit or
other appropriate instrument governing the discharge, the results of such monitoring shall be
included in the data submitted on the DMR [40 CFR §122.41(1)].
Part III Page 7 of 9

Permit No. NCS000369
The permittee shall record the required qualitative monitoring observations on the SDO Qualitative
Monitoring Report form provided by the Division and shall retain the completed forms on site.
Qualitative monitoring results should not be submitted to the Division, except upon the Division's
specific requirement to do so. Qualitative Monitoring Report forms are available at the website
above.
2. Submitting Reports
Two signed copies of Discharge Monitoring Reports (DMRs) shall be submitted to:
Central Files
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a) (2) or Section 308 of the
Federal Act, 33 USC 1318, all reports prepared in accordance with the terms of this permit shall be
available for public inspection at the offices of the Division. As required by the Act, analytical data
shall not be considered confidential. Knowingly making any false statement on any such report may
result in the imposition of criminal penalties as provided for in NCGS 143-215.613 or in Section 309 of
the Federal Act.
4. Non-Stormwater Discharges
o-
If the storm event monitored in accordance with this permit coincides with a non-stormwater
discharge, the permittee shall separately monitor all parameters as required under all other
applicable discharge permits and provide this information with the stormwater discharge
monitoring report.
5. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned changes at the
permitted facility which could significantly alter the nature or quantity of pollutants discharged [40
CFR 122.41(1)]. This notification requirement includes pollutants which are not specifically listed in
the permit or subject to notification requirements under 40 CFR Part 122.42 (a).
6. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes at the permitted
facility which may result in noncompliance with the permit [40 CFR 122.41(1)(2)].
7. Spills
The permittee shall report to the local DEMLR Regional Office, within 24 hours, all significant spills
as defined in Part IV of this permit. Additionally, the permittee shall report spills including: any oil
spill of 25 gallons or more, any spill regardless of amount that causes a sheen on surface waters, any
oil spill regardless of amount occurring within 100 feet of surface waters, and any oil spill less than
25 gallons that cannot be cleaned up within 24 hours.
8. Bvpass
Notice [40 CFR 122.41(m)(3)]:
a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit
prior notice, if possible at least ten days before the date of the bypass; including an evaluation of
the anticipated quality and effect of the bypass.
b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of
an unanticipated bypass.
Part III Page 8 of 9

Permit No. NCS000369
9. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the permittee became aware of the circumstances.
A written submission shall also be provided within 5 days of the time the permittee becomes
aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its causes; the
period of noncompliance, including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time compliance is expected to continue; and steps taken or
planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40 CFR
122.41(1) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section
if the oral report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at [phone], [phone] or [phone].
10. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under 24 hour reporting at
the time monitoring reports are submitted [40 CFR 122.41(1)(7)].
11. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director, it shall promptly submit such facts or information [40 CFR 122.41(1)(8)].
Part III Page 9 of 9

PART IV DEFINITIONS
Permit No. NCS000369
1. Act
See Clean Water Act.
2. Adverse Weather
Adverse conditions are those that are dangerous or create inaccessibility for personnel, such as local
flooding, high winds, or electrical storms, or situations that otherwise make sampling impractical.
When adverse weather conditions prevent the collection of samples during the sample period, the
permittee must take a substitute sample or perform a visual assessment during the next qualifying
storm event. Documentation of an adverse event (with date, time and written narrative) and the
rationale must be included with SPPP records. Adverse weather does not exempt the permittee from
having to file a monitoring report in accordance with the sampling schedule. Adverse events and
failures to monitor must also be explained and reported on the relevant DMR.
3. Allowable Non-Stormwater Discharges
This permit regulates stormwater discharges. However, non-stormwater discharges which shall be
allowed in the stormwater conveyance system include:
a. All other discharges that are authorized by a non-stormwater NPDES permit.
b. Uncontaminated groundwater, foundation drains, air -conditioner condensate without added
chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant
flushings, water from footing drains, flows from riparian habitats and wetlands.
c. Discharges resulting from fire -fighting or fire -fighting training, or emergency shower or eye
wash as a result of use in the event of an emergency.
4. Best Management Practices (BMPs)
Measures or practices used to reduce the amount of pollution entering surface waters. BMPs may
take the form of a process, activity, or physical structure. More information on BMPs can be found at:
http: / /www.epa.gov/nl2des /national-menu-best-management-practices-bmps-stormwater#edu.
5. Bypass
A bypass is the known diversion of stormwater from any portion of a stormwater control facility
including the collection system, which is not a designed or established operating mode for the facility.
6. Bulk Storage of Liquid Products
Liquid raw materials, intermediate products, manufactured products, waste materials, or by-
products with a single above ground storage container having a capacity of greater than 660 gallons
or with multiple above ground storage containers located in close proximity to each other having a
total combined storage capacity of greater than 1,320 gallons.
7. Certificate of Coverage
The Certificate of Coverage (COC) is the cover sheet which accompanies a General Permit upon
issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage
under any General Permit and is signed by the Director.
8. Clean Water Act
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33
USC 1251, et. seq.
9. Division or DEMLR
The Division of Energy, Mineral, and Land Resources, Department of Environmental Quality.
10. Director
The Director of the Division of Energy, Mineral, and Land Resources, the permit issuing authority.
Part IV Page 1 of 4

Permit No. NCS000369
11. EMC
The North Carolina Environmental Management Commission.
12. Grab Sample
An individual sample collected instantaneously. Grab samples that will be analyzed (quantitatively
or qualitatively) must be taken within the first 30 minutes of discharge.
13. Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
14. Landfill
A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a
land treatment facility, a surface impoundment, an injection well, a hazardous waste long-term
storage facility or a surface storage facility.
15. Measureable Storm Event
A storm event that results in an actual discharge from the permitted site outfall. The previous
measurable storm event must have been at least 72 hours prior. The 72-hour storm interval may not
apply if the permittee is able to document that a shorter interval is representative for local storm
events during the sampling period, and obtains approval from the local DEMLR Regional Office. Two
copies of this information and a written request letter shall be seat to the local DEMLR Regional
Office. After authorization by the DEMLR Regional Office, a written approval letter must be kept on
site in the permittee's SPPP.
16. Municipal Separate Storm Sewer System (MS41
A stormwater collection system within an incorporated area of local self-government such as a city or
town.
17. No Exposure
A condition of no exposure means that all industrial materials and activities are protected by a storm
resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or
runoff. Industrial materials or activities include, but are not limited to, material handling equipment
or activities, industrial machinery, raw materials, intermediate. products, by-products, final products,
or waste products [40 CFR 122.26 (b) (14)]. DEMLR may grant a No Exposure Exclusion from NPDES
Stormwater Permitting requirements only if a facility complies with the terms and conditions
described in 40 CFR §122.26(g).
18. Notice of Intent
The state application form which, when submitted to the Division, officially indicates the facility's
notice of intent to seek coverage under a General Permit.
19. Permit Issuing Authority
The Director of the Division of Energy, Mineral, and Land Resources (see "Director" above).
20. Permittee
The owner or operator issued this permit.
21. Point Source Discharge of Stormwater
Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe,
ditch, channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be
discharged to waters of the state.
Part IV Page 2 of 4 Pages

Permit No. NCS000369
22. Representative Outfall Status
When it is established that the discharge of stormwater runoff from a single outfall is representative of the
discharges at multiple outfalls, the Division may grant representative outfall status. Representative outfall
status allows the permittee to perform analytical monitoring at a reduced number of outfalls.
23. Secondary Containment
Spill containment for the contents of the single largest tank within the containment structure plus
sufficient freeboard to contain the 2 5-year, 24-hour storm event.
24. Section 313 Water Prioritv Chemical
A chemical or chemical category which:
a. Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -
to -Know Act of 1986;
b. Is present at or above threshold levels at a facility subject to SARA title III, Section 313 reporting
requirements; and
Meets at least one of the following criteria:
i. Is listed in appendix D of 40 CFR part 122 on Table II (organic priority pollutants), Table
III (certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants and
hazardous substances);
ii. Is listed as a hazardous substance pursuant to section 311(b) (2) (A) of the CWA at 40 CFR
116.4; or
iii. Is a pollutant for which EPA has published acute or chronic water quality criteria.
25. Severe Property Damage
Substantial physical damage to property, damage to the control facilities which causes them to
become inoperable, or substantial and permanent loss of natural resources which can reasonably be
expected to occur in the absence of a bypass. Severe property damage does not mean economic loss
caused by delays in production.
26. Significant Materials
Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic
pellets; finished materials such as metallic products; raw materials used in food processing or
production; hazardous substances designated under section 101(14) of CERCLA; any chemical the
facility is required to report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and
waste products such as ashes, slag and sludge that have the potential to be released with stormwater
discharges.
27. Significant Spills
Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable
quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.3and 40 CFR 117.3) or section
102 of CERCLA (Ref: 40 CFR 302.4).
28. Stormwater Discharge Outfall (SDO).
The point of departure of stormwater from a discernible, confined, or discrete conveyance, including
but not limited to, storm sewer pipes, drainage ditches, channels, spillways, or channelized collection
areas, from which stormwater flows directly or indirectly into waters of the State of North Carolina.
29. Stormwater Runoff
The flow of water which results from precipitation and which occurs immediately following rainfall
or as a result of snowmelt.
Part IV Page 3 of 4 Pages

Permit No. NCS000369
30. Stormwater Associated with Industrial Activity
The discharge from any point source which is used for collecting and conveying stormwater and
which is directly related to manufacturing, processing or raw material storage areas at an industrial
site. Facilities considered to be engaged in "industrial activities" include those activities defined in
40 CFR 122.26(b)(14). The term does not include discharges from facilities or activities excluded
from the NPDES program.
31. Stormwater Pollution Prevention Plan
A comprehensive site -specific plan which details measures and practices to reduce stormwater
pollution and is based on an evaluation of the pollution potential of the site.
32. Total Maximum Daily Load TMDL)
TMDLs are written plans for attaining and maintaining water quality standards, in all seasons, for a
specific water body and pollutant. A list of approved TMDLs for the state of North Carolina can be
found at https: IIdeg.nc.gov/about/divisions /water -resource delinR-
assessment/tmdls/draft-and-approved-tmdls.
33. Toxic Pollutant
Any pollutant listed as toxic under Section 307(a) (1) of the Clean Water Act.
34. Vehicle Maintenance Activity
Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations,
or airport deicing operations.
35. Visible Sedimentation
Solid particulate matter, both mineral and organic, that has been or is being transported by water,
air, gravity, or ice from its site of origin which can be seen with the unaided eye.
36. 25-year, 24 hour Storm Event
The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once
in 2 5 years.
Part IV Page 4 of 4 Pages

APPENDIX G - WETLAND LETTER

Dewberry
July 25, 2018
Fayetteville Public Works Commission
Marketing/Customer Programs
Attn: Kathy C. Miller, Marketing Manager
955 Old Wilmington Rd
Fayetteville, NC 28301
Dewberry Engineers Inc. 434.797.4497
551 Piney Forest Road 434.797.4341 fax
Danville, VA 24540 www.dewberry.com
RE: Wetland Investigation/Community Solar and Energy Storage Project
Dear Ms. Miller,
On July 10, 2018, Dewberry Engineers Inc. (Dewberry) conducted a wetland and Waters of the U.S. (WOUS)
investigation at the existing Public Works Commission (PWC) Butler -Warner Generation Plant at 2274
Custer Avenue, Fayetteville, North Carolina. Approximately 6.8 acres of parcel #0458-09-0890 was
investigated for wetland and Waters of the U.S. (WOUS).
The project is located in Cumberland County, North Carolina, within the PWC Generation Plant compound,
north of the existing pond. Figure i provides an aerial view of the investigation area.
DELINEATION FINDINGS
The methods used to identify jurisdictional WOUS, including wetlands, were those set forth in the 1987
USACE Wetland Delineation Manual (Y-87-I) and the Regional Supplement to the Corps of Engineers
Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region (ERDC/EL TR-10-20). Prior to the
site visit, Dewberry conducted an online investigation of the property reviewing federal and state databases
that provide information regarding the site characteristics of the subject property. During the site visit,
Dewberry traversed the project area identifying wetland and WOUS. Where appropriate, field staff collected
and recorded soil profiles, observed and recorded the vegetation and hydrology of each wetland type.
Wetlands located within project area were flagged in the field with survey ribbon.
The USGS Vander, North Carolina 2016 quadrangle map was initially used to decipher information on
topography and stream channels prior to the site visit and is provided as Figure 2. The USGS topographic
map shows the site as consisting of undeveloped property.
The National Wetland Inventory (NWI) map was generated from the U.S. Fish and Wildlife Service Wetland
Mapper and is provided as Figure 3. The NWI map was used to help identify mapped wetlands prior to
the site visit. The online NWI map indicated a WOUS and open water onsite. The field delineation revealed
the presence of wetlands within the project boundary. Table i provides a summary of the wetlands
identified. Refer to Appendix B for a detailed description of the wetland areas.
Table is Community Solar and Energy Storage Project Wetlands
Map
Sheet #
Classification
Map ID
(Zone)
Area ft2/ac/LF
Latitude/Longitude
(ON/OW)
Data
Point
1
Wetland
WA
6417ft2 / 0.14ac
35.095808/-78.832680
2
1
Wetland
WAA
145oft2/0.03ac
35•o96135/-78•832537
3
1
Wetland
WB
1186ft2/0.02ac
35.096420/-78.832721
1
Page 1 of 2

Fayetteville Public Works Commission
Community Solar and Energy Storage Project
July 25, 2018
The Natural Resources Conservation Service Web Soil Survey for Cumberland County was used as a
resource to assist with identifying and classifying soil types present at the site prior to the site visit and is
included as Figure 4. The digital Soil Survey Map labels the soil on -site within the project area as:
• (AaA) Altavista fine sandy loam, 0-3% slopes, rarely flooded, Southern Coastal Plain
• (Ro) Roanoke and Warne soils, 0-2% slopes, occasionally flooded
• (WmB) Wickham fine sandy loam,1-6% slopes, rarely flooded
Of the above listed soils, Roanoke and Warne soils and Wickham fine sandy loam are listed as hydric in
Cumberland County, North Carolina.
The delineated wetland boundaries were located with a Trimble GPS and are shown on the wetland exhibit
included as Appendix A of this letter. Wetland determination data forms are provided as Appendix B.
Photographs of the site are provided as Appendix C.
Please contact Troy Shelton at [e-mail] or 434-549-8525 with any questions or comments.
Sincerely,
Dewberry Engineers Inc.
Briana L. Bill, PWS, PWD
Senior Environmental Scientist
Troy A. Shelton, PWD
Environmental Department Manager
Senior Environmental Scientist
BLB\tas\blb
Enclosures
P:\50102324\Adm\Correspondence\Letters\2oi8.7.25 Wetland Letter —Community Solar and Energy Storage Project.docx
Dewberry -
Page 2 of 2

FIGURE 1
Aerial Project Area Map

Dewberry`R�
Figure 1: Aerial Project Area Map
Community Storage and Energy Storage Project
Cumberland County, North Carolina
Google Earth: Imagery Date 2/17/2018
N

FIGURE 2
Topographic Project Area Map

TIE PD.-
ct Site F
COMMUNITY SOLAR AND ENERGY STORAGE SITE -
USGS - VANDER QUADRANGLE, CL7MBERLAND COUNTY
,mor- Dewberry'
Na
`R
Figure 2: Topographic Project Area Map
Community Solar and Energy Storage Project
Cumberland County, North Carolina
USGS Topographic Quadrangle: Vander NC 2016
N

FIGURE 3
NWI Map

NaU.S. Fish and Wildlife Service
tional Wetlands Inventor
Wetlands
July 19, 2018 This map is for general reference only. The US Fish and Wildlife
y Service is not responsible for the accuracy or currentness of the
Wetlands F—] base data shown on this map. All wetlands related data should
Freshwater Emergent Wetland Lake be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
M Estuarine and Marine Deepwater 61 Freshwater Forested/Shrub Wetland ❑ Other
F-] Estuarine and Marine Wetland ❑ Freshwater Pond ❑ Riverine
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper

FIGURE 4
Web Soil Survey

3
i�
697450
35o 5' 53" N
35o 541" N
Soil Map —Cumberland County, North Carolina
(Solar Farm)
697490 697530 697570 697610
697450 697490 697530 697570 697610
3
lV
Map Scale: 1:1,780 if printed on A portrait (8.5" x 11") sheet
Meters N
0 25 50 100 150
Feet
0 50 100 200 300
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
usDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
697650
3
697690
35' 5' 53" N
I
35' 5' 41" N
697690
3
N
v
3/22/2018
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
rwr
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
Vo
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
.14
Gravelly Spot
0
Landfill
Lava Flow
Marsh or swamp
+
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
4
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
oa
Sodic Spot
Soil Map —Cumberland County, North Carolina
(Solar Farm)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
.-
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
rwr
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
L
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 18, Sep 26, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Aug 13, 2014—Feb
4, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 3/22/2018
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Cumberland County, North Carolina
Solar Farm
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
AaA
Altavista fine sandy loam, 0 to
0.6
8.8%
3 percent slopes, rarely
flooded, Southern Coastal
Plain
Ro
6.3
89.9%
Roanoke and Warne soils, 0 to
2 percent slopes,
occasionally flooded
WmB
Wickham fine sandy loam, 1 to
0.1
1.2%
6 percent slopes, rarely
flooded
Totals for Area of Interest
7.0
100.0%
USDA Natural Resources Web Soil Survey 3/22/2018
Conservation Service National Cooperative Soil Survey Page 3 of 3

APPENDIX A
Wetland Exhibit

a E
w�pw000 R° c �
6
`s
"s
,wrrw ow
A�
88 £
B
= E
a9
FAYEITEVILLE
/ 94
VICINITY MAP
)
/
�s /
25'\INE `\ a \
// // /// // � � ♦ �Sp\\
18" PINE
/
O
DP
IRF
Ld
/ \
/
WOODED
SIP
SD
GRASS
�� / WOODED SHED
/ I /
I WOODED m /
11��
HICKOIQY
/ GRASS
1 OAK
rn°
WOODED
DP1
\ � � HOSE
\ GRASS ) /
/ I
GRASS
RIP
0 i-
;'�
i V
I / ,
Wetland
GRASS
��♦RI` / I \WOODED01
♦ r S 18" PEC/!
gation Boundary
19 Dewberry TITLE DATE REVISION SHEET NO.
Dewberry Engineers Inc. Wetland Exhibit 7/20/18 N/A
551 Piney Forest Road
Danville, VA 24540-3353 PROJECT PROJ. NO. DRAWING NO
434.797.4497
Community Solar and Energy Storage Project 50102324 1

APPENDIX B
Wetland Determination Data Forms

WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Project/Site: Community Solar and Energy Storage Project City/County: Cumberland County Sampling Date: 7/10/18
Applicant/Owner: Fayetteville Public Works Commission State: NC Sampling Point: DPI
Investigator(s): B.Bill / T. Shelton Section, Township, Range:
Landform (hillslope, terrace, etc.): flat Local relief (concave, convex, none): concave Slope (%): 12
Subregion (LRR or MLRA) _ P Lat: 35.096420 Long:-78.832721 Datum: WGS1984
Soil Map Unit Name: Roanoke and Warne soils, 0-2% slopes, occasionally flooded NWI Classification: PFO
Are climatic / hydrologic conditions on the site typical for this time of year? Yes _ ✓ _ No (If no, explain in Remarks.)
Are Vegetation _ , Soil _ or Hydrology _ _ significantly disturbed? Are "Normal Circumstances' present? Yes— ✓ _ No _
Are Vegetation Soil _ _, or Hydrology _ _ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes _ ✓ _ No _
Is the Sampled Area
Hydric Soil Present? Yes _ ✓ _ No—
within a Wetland? Yes _ ✓ ^ No
Wetland Hydrology Present? Yes _ ✓ _ No _
Wetland WB
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators. (minimum of one is required: check all that apply)
Surface Soil Cracks (B5)
Surface Water (Al)
Aquatic Fauna (B13)
Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) _
Marl Deposits (B15) (LRR U)
Drainage Patterns (810)
Saturation (A3)
Hydrogen Sulfide Odor (Cl)
Mass Trim Lines (B16)
Water Marks (81)
Oxidized Rhizospheres along Living Roots (C3)
Dry -Season Water Table (C2)
Sediment Deposits (132)
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
✓ Drift Deposits (B3)
Recent Iran Reduction in Tilled Soils (06)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) _
Thin Muck Surface (C7)
✓ Geomorphic Position (D2)
Iron Deposits (85)
Other (Explain in Remarks)
Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (87)
✓ FAC-Neutral Test (D5)
Water -Stained Leaves (69)
Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes _ _ No _
✓ _ Depth (inches):
Water Table Present? Yes _ _ No _
✓ _ Depth (inches):
Saturation Present? Yes _ _ No _
✓ _ Depth (inches):
Wetland Hydrology Present? Yes _ ✓ _ No _
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: DPI
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30-foot radius )
% Cover Species?
Status
Number of Dominant Species
1. Quercus Phellos
60.0 Yes
FACW.
That Are OBL, FACW, or FAC: 2 (A)
2. liquidambar styraciflua
io No
FAc,J
3. Quercus niEra
10 _ NO _
-
FM
Total Number of Dominant
Species Across All Strata: 2 (B)
4.
- -
-
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100 (A/B)
6.
Prevalence Index worksheet:
80 = Total Cover
50% of total cover: 40
20% of total cover:
16
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: )
OBL species x 1 =
1
FACW species x 2 =
2
FAC species x 3 =
3.
-
FACU species x 4 =
4
___
UPL species x 5 =
5
Column Totals: 0 (A) 0 (B)
6.
0
-_-
Prevalence Index = B/A =
0 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
20% of total cover:
_ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: )
✓ 2 - Dominance Test is >50%
1.
3 - Prevalence Index is :53.0'
2.
Problematic Hydrophytic Vegetation' (Explain)
3.
_
4.
-� -
_-
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
0 = Total Cover
Tree - Woody plants, excluding woody vines,
50% of total cover:
20% of total cover:
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 5-foot radius )
(7.6 cm) or larger in diameter at breast height (DBH).
1. Smilax rotundifolia
5 Yes
-_
Sapling - Woody plants, excluding woody vines,
2
approximately 20 ft (6 m) or more in height and less
3
than 3 in. (7.6 cm) DBH.
4.
Shrub - Woody plants, excluding woody vines,
5
approximately 3 to 20 ft (1 to 6 m) in height.
6.
-_
Herb -All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
8.
-
plants, except woody vines, less than approximately
_�_
_-_
3 ft (1 m) in height.
-
Woody vine -All woody vines, regardless of height.
10.
11.
5 = Total Cover
50% of total cover: 2.5
20% of total cover:
i
Woody Vine Stratum (Plot size: )
1.
2.
3.
Mmd
4.--
5.
--
Hydrophytic
0 = Total Cover
Vegetation
✓
50% of total cover:
20% of total cover:
Present? Yes No
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL Sampling Point: DPI
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type Loc
Texture Remarks
0 to 4 10YR5/3 50 7.5YR4/6 50 C M
loam
4 to 8 10YR4/1 85 7.5YR4/4 15 ! PL A
loam manganese concretions present
8 to 16 10YR5/3 55 7.5YR4/6 15 M
clay -loam sandy clay loam
10YR5/1 30 M
r
clay -loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
Histosol (Al) _
Polyvalue Below Surface (S8) (LRR S, T, U)
1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (Al0) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (F1) (LRR O) _
Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
Depleted Matrix (F3) _
Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
Redox Dark Surface (F6)
(MLRA 15313)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Depleted Dark Surface (F7)
Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (F8)
Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
Marl (F10) (LRR U)
Other (Explain in Remarks)
Depleted Below Dark Surface (All)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
Iron -Manganese Masses (F12) (LRR O, P, T)
31ndicators of hydrophytic vegetation and
_ Coast Prairie Redox (A16) (MLRA 150A) _
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 15013)
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6) `
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes _ ✓ _ No
Remarks
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Project/Site: Community Solar and Energy Storage Project City/County: Cumberland County Sampling Date: 7/10/18
Applicant/Owner: Fayetteville Public Works Commission State: NC Sampling Point: DPZ
Investigator(s): B.Bill / T. Shelton Section, Township, Range:
Landform (hillslope, terrace, etc.}: depression Local relief (concave, convex, none): concave Slope (%): 12
Subregion (LRR or MLRA) _ P Lat: 35.095808 Long:-78.832680 Datum: WGS1984
Soil Map Unit Name: Roanoke and Warne soils, 0-2% slopes, occasionally flooded NWI Classification: PEM
Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes _ ✓ _ No (If no, explain in Remarks.)
Are Vegetation _ Yes , Soil _ or Hydrology _ Yes _ significantly disturbed? Are "Normal Circumstances' present? Yes— ✓ _ No _
Are Vegetation , Soil _ _, or Hydrology _ _ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes _ ✓ _ No _
Is the Sampled Area
Hydric Soil Present? Yes _ ✓ _ No—
within a Wetland? Yes _ ✓ ^ No
Wetland Hydrology Present? Yes _ ✓ _ No _
Wetland WA
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
✓ Surface Soil Cracks (85)
✓ Surface Water (Al)
Aquatic Fauna (B13)
✓ Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) _
Marl Deposits (B15) (LRR U)
Drainage Patterns (810)
Saturation (A3)
Hydrogen Sulfide Odor (Cl)
Mass Trim Lines (B16)
Water Marks (81)
Oxidized Rhizospheres along Living Roots (C3)
Dry -Season Water Table (C2)
Sediment Deposits (132)
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
Drift Deposits (133)
Recent Iran Reduction in Tilled Soils (06)
✓ Saturation Visible on Aerial Imagery (C9)
✓ Algal Mat or Crust (B4) _
Thin Muck Surface (C7)
✓ Geomorphic Position (D2)
Iron Deposits (85)
Other (Explain in Remarks)
Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (87)
FAC-Neutral Test (D5)
Water -Stained Leaves (69)
Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes _ ✓ _ No _
_ Depth (inches): 1-8
Water Table Present? Yes _ _ No _
✓ _ Depth (inches):
Saturation Present? Yes _ _ No _
✓ _ Depth (inches):
Wetland Hydrology Present? Yes _ ✓ _ No _
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: DP2
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: )
% Cover Species?
Status
i
Number of Dominant Species
1.
That Are OBL, FACW, or FAC: 3 (A)
2.
__
-
Total Number of Dominant
3.
Species Across All Strata: 3 (B)
5
-_-
--
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100 (A/B)
6.
Prevalence Index worksheet:
0 = Total Cover
50% of total cover:
20% of total cover:
16
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: )
OBL species x 1 =
1
FACW species x 2 =
2
FAC species x 3 =
3.
-_
-
FACU species x 4 =
4
___
UPL species x 5 =
5
Column Totals: 0 (A) 0 (B)
6.
0
-_-
Prevalence Index = B/A =
0 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
20% of total cover:
1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 10-foot radius)
✓ 2 -Dominance Test is >50%
1. Cenhalanthus occidentalis
15
OM
.
3 - Prevalence Index is :53.0'
2. Cenhalanthus occidentalis
5
FM
Problematic Hydrophytic Vegetation' (Explain)
3.
_
4.
-_-
_-
Indicators of hydric soil and wetland hydrology must
5.
'_
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
20 = Total Cover
Tree - Woody plants, excluding woody vines,
50% of total cover: 10
20% of total cover:
4
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 5-foot radius )
(7.6 cm) or larger in diameter at breast height (DBH).
1. Persicaria pensylvanica
15
-_
Sapling - Woody plants, excluding woody vines,
2
approximately 20 ft (6 m) or more in height and less
3
than 3 in. (7.6 cm) DBH.
4.
Shrub - Woody plants, excluding woody vines,
5
approximately 3 to 20 ft (1 to 6 m) in height.
6.
-_
Herb -All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
8.
-
plants, except woody vines, less than approximately
_�_
_-_
3 ft (1 m) in height.
10.
-
Woody vine -All woody vines, regardless of height.
11.
= Total Cover
50% of total cover: 7.5
20% of total cover:
3
Woody Vine Stratum (Plot size: )
1.
'_
2.
3.
Mmd
4.--
5.
--
Hydrophytic
0 = Total Cover
Vegetation
✓
50% of total cover:
20% of total cover:
Present? Yes No
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL Sampling Point: DP2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type Loc
Texture Remarks
0 to 6 2.5Y5/3 60
2.5Y4/2 25 C M
clay -loam sandy clay loam, moist
7.5YR5/8 15 PL
clay -loam
6 to 15 7.5YR5/8 60
5Y6/1 40 M
clay heavy clay
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
Histosol (Al)
_ Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (Al0) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (F1) (LRR O)
_ Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
Redox Dark Surface (F6)
(MLRA 15313)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Depleted Dark Surface (F7)
Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (F8)
Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
Marl (F10) (LRR U)
Other (Explain in Remarks)
Depleted Below Dark Surface (All)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
Iron -Manganese Masses (F12) (LRR O, P, T) 31ndicators of hydrophytic vegetation and
_ Coast Prairie Redox (A16) (MLRA 150A) _ Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 15013)
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
` Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type: Heavy clay
Depth (inches): 15
Hydric Soil Present? Yes _ ✓ _ No
Remarks
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
ProjectlSite: Community Solar and Energy Storage Project City/County: Cumberland County Sampling Date: 7/10/18
Applicant/Owner: Fayetteville Public Works Commission State: NC Sampling Point: DP3
Investigator(s): B.Bill / T. Shelton Section, Township, Range:
Landform (hillslope, terrace, etc.): flat Local relief [concave, convex, none]: concave Slope (°%): �2
Subregion (LRR or MLRA)_ _ P Lat 35.096135 Long:-78.832537 Datum: WGS1984
Soil Map Unit Name: Roanoke and Warne soils, 0-2% slopes, occasionally flooded NWl classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes _ ✓ _ No (If no, explain in Remarks.)
Are Vegetation _ Soil _ or Hydrology significantly disturbed? Are "Normal Circumstances' present? Yes _ ✓ _ No _
Are Vegetation , Soil _ _, or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes ` ✓ _ No _ — Is the Sampled Area
Hydric Soil Present? Yes _ ✓ _ No
within a Wetland? Yes _ ✓ _ Na
Wetland Hydrology Present? Yes _ ✓ _ No _
Wetland WAA
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that a0ply)
Surface Soil Cracks (B6)
Surface Water (Al)
Aquatic Fauna (B13)
Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) _
Marl Deposits (B15) (LRR U)
Drainage Patterns (B10)
Saturation (A3)
Hydrogen Sulfide Odor (Cl)
Mass Trim Lines (B16)
Water Marks (81)
Oxidized Rhizospheres along Living Roots (C3)
Dry -Season Water Table (C2)
Sediment Deposits (132)
Presence of Reduced Iron (C4)
Crayfish Burrows (C8)
Drift Deposits (B3)
Recent Iran Reduction in Tilled Soils (C6)
✓ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) _
Thin Muck Surface (C7)
✓ Geomorphic Position (D2)
Iron Deposits (B5)
Other (Explain in Remarks)
Shallow Aquitard (D3)
✓ Inundation Visible on Aerial Imagery (87)
✓ FAC-Neutral Test (D5)
Water -Stained Leaves (Bg)
Sphagnum moss (138) (LRR T, U)
Field Observations:
Surface Water Present? Yes _ _ No _
✓ _ Depth (inches):
Water Table Present? Yes _ _ No _
✓ _ Depth (inches):
Saturation Present? Yes _ _ No _
✓ _ Depth (inches):
Wetland Hydrology Present? Yes _ ✓ _ No _
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Inundation visible on aerial photos (Google Maps: March 2009, April 2010)
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: DP3
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size:
)
% Cover Species?
Status
Number of Dominant Species
1.
That Are OBL, FACW, or FAC: z (A)
2.
�_
-
Total Number of Dominant
3.
Species Across All Strata: 2 (B)
5
-_-
--
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100 (A/B)
6.
-_
Prevalence Index worksheet:
0 = Total Cover
50% of total cover:
20% of total cover:
Total % Cover of: Multiply by:
Sapling Stratum (Plot size:
)
OBL species x 1 =
1
FACW species x 2 =
2
FAC species x 3 =
3.
-_
-
FACU species x 4 =
4
___
UPL species x 5 =
5
Column Totals: 0 (A) 0 (B)
6.
0
-_-
Prevalence Index = B/A =
0 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
20% of total cover:
✓ 1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size:
)
✓ 2 - Dominance Test is >50%
1.
3 - Prevalence Index is :53.0'
2.
Problematic Hydrophytic Vegetation' (Explain)
3.
_
4.
-� -
_-
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
0 = Total Cover
Tree - Woody plants, excluding woody vines,
50% of total cover:
20% of total cover:
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 5-foot radius )
(7.6 cm) or larger in diameter at breast height (DBH).
1. Persicaria pensylvanica
80 Yes
FACW
Sapling - Woody plants, excluding woody vines,
2. Eleocharis palustris
10 Yes
OBL I
approximately 20 ft (6 m) or more in height and less
3
,
than 3 in. (7.6 cm) DBH.
4.
r
Shrub - Woody plants, excluding woody vines,
5
approximately 3 to 20 ft (1 to 6 m) in height.
6.
-_
Herb -All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
8.
-
plants, except woody vines, less than approximately
_�_
_-_
3 ft (1 m) in height.
-
Woody vine -All woody vines, regardless of height.
10.
11.
90 = Total Cover
50% of total cover: 45
20% of total cover:
18
Woody Vine Stratum (Plot size:
)
1.
'_
2.
3.
Mmd
4.--
5.
--
Hydrophytic
0 = Total Cover
Vegetation
✓
50% of total cover:
20% of total cover:
Present? Yes No
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL Sampling Point: DP3
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type Loc
Texture Remarks
0 to 3 10YR5/2 65 7.5YR4/6 35 C M
clay -loam
3 to 12 10YR5/4 100
clay -loam granular, restrictive layer at 12"
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
Histosol (Al)
_ Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (Al0) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (F1) (LRR O)
_ Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
✓ Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
Redox Dark Surface (F6)
(MLRA 15313)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Depleted Dark Surface (F7)
Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (F8)
Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
Marl (F10) (LRR U)
Other (Explain in Remarks)
Depleted Below Dark Surface (All)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
Iron -Manganese Masses (F12) (LRR O, P, T) 31ndicators of hydrophytic vegetation and
_ Coast Prairie Redox (A16) (MLRA 150A)
_ Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 15013)
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
` Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type: Heavy Clay
Depth (inches): 12
Hydric Soil Present? Yes _ ✓ _ No
Remarks
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Project/Site: Community Solar and Energy Storage Project City/County: Cumberland County Sampling Date: 7/10/18
Applicant/Owner: Fayetteville Public Works Commission State: NC Sampling Point: DP4
Investigator(s): B.Bill / T. Shelton Section, Township, Range:
Landform (hillslope, terrace, etc.): flat Local relief (concave, convex, none): concave Slope (%): 12
Subregion (LRR or MLRA) _ P Lat: 35.096599 Long:-78.832777 Datum: WGS1984
Soil Map Unit Name: Roanoke and Warne soils, 0-2% slopes, occasionally flooded NWI Classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes _ ✓ _ No (If no, explain in Remarks.)
Are Vegetation _ , Soil _ or Hydrology _ _ significantly disturbed? Are "Normal Circumstances' present? Yes— ✓ _ No _
Are Vegetation Soil _ _, or Hydrology _ _ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes _ ✓ _ No _
Is the Sampled Area
Hydric Soil Present? Yes _ ✓ _ No—
within a Wetland? Yes _ ✓ ^ No
Wetland Hydrology Present? Yes _ ✓ _ No _
Upland data point for wetlands WAA and WB
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators. (minimum of one is required: check all that apply)
Surface Soil Cracks (B5)
Surface Water (Al)
Aquatic Fauna (B13)
Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) _
Marl Deposits (B15) (LRR U)
Drainage Patterns (810)
Saturation (A3)
Hydrogen Sulfide Odor (Cl)
Mass Trim Lines (B16)
Water Marks (81)
Oxidized Rhizospheres along Living Roots (C3)
Dry -Season Water Table (C2)
Sediment Deposits (132)
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
Drift Deposits (B3)
Recent Iran Reduction in Tilled Soils (06)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) _
Thin Muck Surface (C7)
Geomorphic Position (D2)
Iron Deposits (85)
Other (Explain in Remarks)
Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (87)
FAC-Neutral Test (D5)
Water -Stained Leaves (69)
Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes _ _ No _
✓ _ Depth (inches):
Water Table Present? Yes _ _ No _
✓ _ Depth (inches):
Saturation Present? Yes _ _ No _
✓ _ Depth (inches):
Wetland Hydrology Present? Yes _ _ No _ ✓
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: DP4
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30-foot radius ) % Cover Species?
Status
Number of Dominant Species
1. Quercus alba
40.0 Yes
FACU ,
That Are OBL, FACW, or FAC: o (A)
2. Pinus taeda
10 No
FAc,J
Quercus
5 NO
-
FM
Total Number of Dominant
3. ni2ra
_ _
Species Across All Strata: 2 (B)
4.
- -
-
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 0 (A/B)
6.
Prevalence Index worksheet:
55 = Total Cover
50% of total cover: 27.5 20% of total cover:
1
Total % Cover of: Multiply by:
Sapling Stratum (Plot size:
)
OBL species 0 x 1 = 0
1
FACW species 0 x 2= 0
2
FAC species 15 x 3 = 45
3
FACU species 80 x 4 = 320
4
-_-
UPL species 0 x 5= 0
5
Column Totals: 95 (A) 365 (B)
6.
-_-
Prevalence Index = B/A = o 3.8
0 = Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 20% of total cover:
1 - Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size:
)
_
2 - Dominance Test is >50%
1.
3 - Prevalence Index is :53.0'
2.
Problematic Hydrophytic Vegetation' (Explain)
3.
_
4.
-� -
_-
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
0 = Total Cover
Tree - Woody plants, excluding woody vines,
50% of total cover: 20% of total cover:
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 5-foot radius )
(7.6 cm) or larger in diameter at breast height (DBH).
1. Cynodon dactylon
40 Yes
��_
Sapling - Woody plants, excluding woody vines,
2
approximately 20 ft (6 m) or more in height and less
3
than 3 in. (7.6 cm) DBH.
4.
Shrub - Woody plants, excluding woody vines,
5
approximately 3 to 20 ft (1 to 6 m) in height.
6.
-_
Herb -All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
8.
-
plants, except woody vines, less than approximately
_-_
3 ft (1 m) in height.
-
Woody vine -All woody vines, regardless of height.
10.
11.
40 = Total Cover
50% of total cover: 20 20% of total cover:
8
Woody Vine Stratum (Plot size:
)
1.
'_
2.
3.
Mmd
4.--
5.
--
Hydrophytic
0 = Total Cover
Vegetation
✓
50% of total cover: 20% of total cover:
Present? Yes No
Remarks: (If observed, list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL Sampling Point: DPP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type Loc
Texture Remarks
0 to 4 10YR4/2 100
WE
4 to 12 10YR5/6 85
10YR5/4 15
loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
Histosol (Al)
_ Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (Al0) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (F1) (LRR O)
_ Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
Redox Dark Surface (F6)
(MLRA 15313)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Depleted Dark Surface (F7)
Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (F8)
Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
Marl (F10) (LRR U)
Other (Explain in Remarks)
Depleted Below Dark Surface (All)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
Iron -Manganese Masses (F12) (LRR O, P, T) 31ndicators of hydrophytic vegetation and
_ Coast Prairie Redox (A16) (MLRA 150A)
_ Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 15013)
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
` Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type: Auger refusal
Depth (inches): 12
Hydric Soil Present? Yes _ _ No _ ✓ _
Remarks
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

APPENDIX C
Site Photographs

f

Community Solar and Energy Storage Project Site Photographs
Wetland WAA.
Wetland WB.
46 Dewberry

Dewberry