20201995 Ver 1_ePCN Application_20210129

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20201995
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Mooresville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Apex Solar
1a. Who is the Primary Contact?*
William Sullivan
1b. Primary Contact Email:*
W I l i a m. s u I l iva n @k i ml ey-horn . co m
Date Submitted
1 /29/2021
Nearest Body of Water
Buffalo Creek
Basin
Broad
Water Classification
WS-III
Site Coordinates
Latitude: Longitude:
35.417255-81.479998
Pre -Filing Meeting Information
ID#
20201995
Pre -fling Meeting or Request Date*
12/18/2020
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Alan Johnson:eads\adjohnson1
1c. Primary Contact Phone:*
[phone]
Version
1
53.32KB
A. Processing Information C^U
County (or Counties) where the project is located:
Cleveland

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 14 - Linear transportation
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Pine Gate EPC, LLC (as leasee)
2b. Deed book and page no.:
2c. Responsible party:
Ben Catt
2d.Address
*
r Yes r No
r Yes r No

Street Address
130 Roberts Street
Address Line 2
city
Asheville
Postal / Zip Code
28801
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
William Sullivan
4b. Business Name:
Kimley-Horn
4c.Address
Street Address
421 Fayetteville St.
Address Line 2
Suite 600
City
Raleigh
Postal / Zip Code
27601
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
03_ApexSolar_PGR_USACE_KHA_LEASEE_AgentAuthorization Form[2].pdf
State / Rovince / Rion
NC
Country
USA
2f. Fax Number:
State / Rmince / Rion
NC
Country
USA
4e. Fax Number:
290.39KB
C. Project Information and Prior Project History O
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Fallston
2. Project Identification
2a. Property Identification Number:
See Figure 5
2c. Project Address
Street Address
Address Line 2
city
Postal / Zip Code
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Buffalo Creek
3b. Water Resources Classification of nearest receiving water:*
WS-III
3c. What river basin(s) is your project located in?*
Broad
2b. Property size:
439
State / Province / Region
Country
3d. Please provide the 12-digit HUC in which the project is located.

030501050801.030501050802
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The proposed project is located along East Stagecoach Trail and Fallston Waco Road, approximately 10 miles north of Shelby and 1 mile east of Fallston, in Cleveland County, NC. The
project area is composed of agricultural land and undeveloped forested area. Land use in the project vicinity is primarily composed of agricultural land, livestock pastures, forested
riparian corridors, and planted pine forests. Single-family residential homes are scattered throughout the surrounding landscape.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Figure2_USGS_ApexSolar.pdf 1009.91 KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Figure4_NRCS_ApexSolar.pdf 882.79KB
4f. List the total estimated acreage of all existing wetlands on the property:
8.5
4g. List the total estimated linear feet of all existing streams on the property:
17,330
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to develop a solar photovoltaic (PV) generation facility.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed project involves the construction of a PV generation facility and substation. The project would include the installation of solar arrays, the construction of several access
roads, and the construction of a substation. The project proposes to cross two jurisdictional streams with permanent interior roads in order to provide the necessary access within the
site. Typical site development and structural construction equipment will be utilized including dump trucks, graders, bulldozers, excavators, and concrete trucks.
4j. Please upload project drawings for the proposed project.
06b_ApexSolar_IWVPExhibit_2021-01-29.pdf 3.26MB
07_ApexSolar_Permit Drawings.pdf 13.02MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No C Unknown
Comments:
TRC Companies delineated the project study area in April 2018.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2018-01280
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Heather Patti
Agency/Consultant Company: TRC Environmental Corporation
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
Catherine Janiczak (USACE) issued a Preliminary Jurisdictional Determination for the site on 10/31/2018.
5dl. Jurisdictional determination upload
05_Apex _USACE PJD_10-31-18.pdf 636.58KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r'• No
Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No additional permits are anticipated as part of the proposed project.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries r Buffers
r Open Waters r Pond Construction

3. Stream Impacts
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name*
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
❑
(?)
Jurisdiction*
length*
g1
Site 1 - Temporary
Temporary
Dewatering
ream S9
f
Intermittent
Both
4
63
Construction Access
Average (feet)
(linearfeet)
S2
Site 1 - Culvert
Permanent
Culvert J
ream S9
Intermittent
Both
4
55
Average (feet)
(lir�rfeet)
S3
Site 1 - Rip Rap Stabilization
Permanent
Rip Rap Fill J
ream S9
Intermittent
Both
4
22
Average (feet)
(linearfeet)
S4
Site 2 - Temporary
Temporary
Dewatering
Stream S11
Intermittent
Both
3
22
Construction Access
Average (feet)
(li �r feet)
S5
Site 2 - Culvert Installation
Permanent
Culvert J
ream S11
Intermittent
Both
3Average
44
(feet)
�rfeet)
S6
Site 2 - Rip Rap Stabilization
Permanent
Rip Rap Fill Jream
S11
Intermittent
Both
20
Average (feet)
(lirearfeet)
31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
141
31. Total stream and ditch impacts:
226
3j. Comments:
31. Total temporary stream impacts:
85
Unavoidable impacts to streams S9 and S11 will result from the proposed project. At Site 1, stream S9 will be impacted as a result of the construction
of a permanent access road to the proposed solar facility substation. Proposed permanent impacts to stream S9 will result from the installation of
culvert associated with the permanent access road crossing. Additionally, rip rap dissipater pads will be installed for inlet/outlet protection and will be
keyed in to the bank and bed of stream S9 resulting in permanent impacts to the stream, but no net loss of waters. At Site 2, stream S11 will be
impacted as a result of the construction of a permanent access road necessary for the solar array. Proposed permanent impacts to stream S11 will
result from the installation of culvert associated with the permanent access road crossing. Additionally, rip rap will be installed for inlettoutlet protection
and will be keyed into the bank and bed of stream S11 resulting in permanent impacts to the stream, but no net loss of waters. The culverts will be
buried and are designed to allowfor the movement of aquatic species. Proposed temporary impacts to streams S9 and S11 will result from temporary
access to facilitate the construction of the road crossing and the installation of the culvert and riprap. To allow for construction access and installation
of the culvert and riprap, streams S9 and S11 will be temporarily diverted with the use of a pump -around system. All temporary disturbance areas will
be returned to pre -construction contours after completion of the project.
E. Impact Justification and Mitigation u
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts to the streams and wetlands within the project area have been avoided and minimized to the greatest extent practical by intentional design.
Impacts to wetlands have been completely avoided through project design. Necessary impacts to both streams S9 and S11 were minimized to the
extent practical by aligning the access road crossings over the streams to be as close to perpendicular as possible. Headwalls have been proposed as
part of the design to reduce culvert length, therefore reducing stream impacts. Riprap at the culvert inlets and outlets will be keyed in to the stream
banks and bed at both impact sites to ensure no net loss of waters and provide long term protection at the inlet and outlet sites.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Impacts to streams within the project area will be minimized to the extent practical throughout the construction process by avoiding stream features
with equipment, materials, and access corridors whenever possible. Staging and construction access routes have been located in upland areas
throughout the study area to the extent possible, and silt fencing will be installed around the permitted limits of disturbance to ensure all equipment is
located within the permitted areas. Sediment control measures will be used to reduce stormwater impacts to receiving waters and minimize runoff from
the construction sites.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project proposes to permanently impact 141 linear feet of stream bed, of which 42 linear feet will result in no net loss of jurisdictional waters. Due to the minimal streambed that will
be lost as a result of the project, no compensatory mitigation has been proposed.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?

r? Yes r No
If no, explain why:
The project is located within the Broad River Basin.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r- Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
W Local Government r State
Local Government Stormwater Programs
r Phase II r NSW r USMP V Water Supply
Please identify which local government stormwater program you are using.
Cleveland County
Comments:
Stormwater management within the Site will be controlled by improvements to the land cover within the Site by converting the current wooded/agricultural land cover into a meadow
state. This change will improve the Site's runoff volume in order to handle and treat stormwater in the Site's post -development condition. During construction, temporary sediment basins
and temporary skimmer basins will be used. Any necessary stormwater permits will be secured through Cleveland County prior to construction.
G. Supplementary Information i
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r- Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r- Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r- Yes r No
3b. If you answered "no," provide a short narrative description.
The proposed project is a single and complete project. No additional development is anticipated as a result of the proposed project.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r- Nor NtA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r- Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r- Yes f• No
5d. Is another Federal agency involved?*
r- Yes r No r Unknown
Se. Is this a DOT project located within Division's 1-8?
r- Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r- No
5g. Does this project involve bridge maintenance or removal?

r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
A review of the North Carolina Natural Heritage Program (NCNHP) Element Occurrence Database (updated October 2020) identified no recent known
occurrences of any federally listed species within the project study area or within 1.0 mile of the project. However, one historical occurrence (1917) of
Michauxis sumac was identified within a 1.0-mile radius of the project study area. Michauxis sumac has been assumed extirpated in this area and is no
longer listed on the USFWS County List for Cleveland County. Due to the minimal impact to natural areas and overall nature of the proposed project, it
is anticipated that the project will have no effect on any federally protected species.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Essential Fish Habitat Mapper was reviewed in January 2021. No essential fish habitat was identified within the project area or within the
vicinity of the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
A review of the State Historic Preservation Office (NCSHPO) HPOWEB GIS Service database performed on January 2021 identified no national
register, study list, or determined eligible sites within the project study area. However, one historic resource was located within 1.0 mile of the project
study area:
- Stamey Company Store (Former) Stamey's Store and Gas Station (National Register), located approximately 0.95 miles northwest of the project
study area.
Due to the lack of known historical and cultural resources within the project area and the minimal impact of the proposed project, it is anticipated that
the project will have no effect on any historic or archaeological resources.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
It is anticipated that no conveyance area will be gained or lost as a result of the proposed project. If this cannot be achieved, the appropriate FEMA
certifications will be applied for prior to construction.
8c. What source(s) did you use to make the floodplain determination?*
The FEMA Digital Flood Insurance Map (DFIRM) Panels 3710266200K, 3710265100J, and 3710266000L (effective February 20, 2008) were
accessed on January 13, 2021. FEMA-regulated 1 % annual chance flood hazard areas associated with Buffalo Creek are present within the project
area.
Miscellaneous V
Comments
Miscellaneous attachments not previously requested.
Figure1_Vicinity_ApexSolar.pdf
660.22KB
Figure3_JD Features_TRC Comp Delin_ApexSolar.pdf
2.74MB
Figure5_Parcels_ApexSolar.pdf
159.26KB
Figure5b_ParcelTable.pdf
3.42KB
Signature V
*
17 By checking the box and signing below, I certify that
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;

I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• intend to electronically sign and submit the PCN form.
Full Name:
William Sullivan
Signature
�i%cllrzrvL a.5'�lll�-ia
Date
1 /29/2021

AGENT AUTHORIZATION FORM
Name: Ben Catt
Address: 130 Roberts Street, Asheville NC 28801
Phone: [phone]
Project Name/Description: Apex Solar Site
Date: 01.27.2021
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Ms. K . sr� ar
Field Office: Charlotte Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
Pine Gate EPC, LLC hereby designates and authorizes Kimley-Horn and Associates, Inc. to act in
my/our behalf as my/our agent solely for the purpose of processing Jurisdictional Determinations,
Section 404 permits/Section 401 Water Quality Certifications applications, and to furnish upon request
supplemental information in support of applications, etc. from this day forward until successful
completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, operating under a lease option agreement for the properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the 27th day of January , 2021
Ben Catt
Responsible Parry's Name Responsible Party's Signature
Cc: Paul Wcjoski
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

Ilick Rd m oup�d Fz
w
Warlick Rd =� Gap`N Parker Fa�mFz
+off SpurG. Q v LINCOLN 74
9 o
011
Shaof Will Dixon Rd 182
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ook st �` m Jim Cline Rd G'co cXv
C, ' \� O� n Oi Fall -° Fisher
Falls St�� v d
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� StOrj
X
c0
4 a �a `pr Fa/isto Dellinger Rd
Ware �.
pea �aco ,Q GASTON
Legend o
a� a
Fallston
Cleveland County Elliott Rd J1m �\\`ot�'QCUne�and RaOol vi �
a
Jim 0 1 2
Project Study Area
Miles
Ohio LBURKE CATAWBA
Maryland
iTermessi
S Project Location
I MAN MAN WE RUTHERFORD
T
Carolina'
Cleveland County
Atlantic Ocean
CLEVELAND
LINCOLN
GASTON I
South',Carolina
Figure 1: Vicinity Map
Apex Solar Site
Kim ey>>> Horn Cleveland County, North Carolina
January 2021

Kimley»>Horn
r��
Figure 2: USGS Topographic Map
Apex Solar Site
Cleveland County, North Carolina
January 2021

FR
r
h
_ f
AW
4
- . RIB
P13
NIA,R
h R
1102
` TO&
r L
- low y�
r
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r
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P1102R �*
ti
Legend II.
• • �r `�
0 1,100 2,200 -
Project Study Area •
Feet
JMRNE)6-W AN,
Figure 4: NRCS Soil Survey Map
Apex Solar Site
Kim ey>>> Horn Cleveland County, North Carolina
January 2021

N
71199
�71199
71199
35585 35587
35589
35586
cn
cn
rn
35642
ho
35649
35642 00N
4Y
35649 Legend
f] Project Study Area Parcels
0 1,100 2,200
Adjacent Property Owner Parcels
Feet ED
Figure 5: Project Property Parcels Map
Apex Solar Site
Kim ey>>> Horn Cleveland County, North Carolina
January 2021

Alt Parcel ID
Mail Address
Mail City
Mail State
Mail Zip
Parcel Number
Owner
Owner 2
Site Address
Site State
71199
PO BOX 191
FALLSTON
NC
28042-0191
37045_2661199036
ELLIOTT JEAN Y
ELMORE JEAN
1210 E STAGE COACH T
NC
35587
177 PONY BARN RD
LAWNDALE
NC
28090
37045_2661272944
PEELER DENNIS DALE
PEELER ELIZABETH FAYE
PONY BARN RD
NC
35585
PO BOX 166
LAWNDALE
NC
28090
37045_2661174939
PEELER DENNID D
PEELER ELIZABETH FAYE
PONY BARN RD
NC
35589
177 PONY BARN RD
LAWNDALE
NC
28090
37045_2661176539
PEELER DENNIS DALE
PEELER ELIZABETH FAYE
177 PONY BARN RD
NC
35586
177 PONY BARN RD
LAWNDALE
NC
28090
37045 2661274256
PEELER DENNIS DALE
PEELER ELIZABETH FAYE
PONY BARN RD
NC
57509
PO BOX 580
FALLSTON
NC
28042-0580
37045_2661165801
LEONHARDT D LEON
LEONHARDT TERESA M
172 PONY BARN RD
NC
59529
PO BOX 580
FALLSTON
NC
28042-0580
37045_2661260505
LEONHARDT D LEON
LEONHARDT TERESA M
PONY BARN RD
NC
35642
PO BOX 580
FALLSTON
NC
28042-0580
37045_2661150071
LEONHARDT D LEON
3744 FALLSTON-WACO R
NC
35644
PO BOX 580
FALLSTON
NC
28042-0580
37045_2661146685
LEONHARDT D LEON
FALLSTON-WACO RD
NC
35642
PO BOX 580
FALLSTON
NC
28042-0580
37045_2661150071
LEONHARDT D LEON
3744 FALLSTON-WACO R
NC
35649
PO BOX 580
FALLSTON
NC
28042-0580
37045_2661138850
LEONHARDT D LEON
LEONHARDT TERESA M
3715 FALLSTON-WACO R
NC
54007
PO BOX 580
FALLSTON
NC
28042-0580
37045_2661036007
LEONHARDT D LEON
LEONHARDT TERESA M
3730 FALLSTON-WACO R
NC
35641
PO BOX 580
FALLSTON
NC
28042-0580
37045_2651859151
LEONHARDT D LEON
FALLSTON-WACO RD
NC
71199
PO BOX 191
FALLSTON
NC
28042-0191
37045_2661199036
ELLIOTT JEAN Y
ELMORE JEAN
1210 E STAGE COACH T
NC
71199
PO BOX 191
FALLSTON
NC
28042-0191
37045_2661199036
ELLIOTT JEAN Y
ELMORE JEAN
1210 E STAGE COACH T
NC
35649
PO BOX 580
1 FALLSTON
I NC
28042-0580
37045_26611388501
LEONHARDT D LEON
LEONHARDT TERESA M
1 3715 FALLSTON-WACO R
NC

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SITE LEGEND
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GEOTEXTILE DEWATE
DIRT BAG WITH STABII
2 OU
1.2
BY-PASS PUMP OUTLI
WITH ENER(
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IMPERVIOUS DIKE, TYP.
3
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DEWATERIN
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EDGE OF FLOODPLAI
TY
DRY WOF
TEMPORAF
PUMP
co(A
D­4
LAX
mm
D
SEOUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA
1. CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXTILE DEWATERING DIRT
"'-- '.LATION.
=D.
:ESSARY TEMPORARY FLEXIBLE HOSE.
BAG.
MS TO ISOLATE THE WORK AREA. BEGIN
N.
P AROUND OPERATION. BEGIN
)EWATERED SHALL BE EQUAL TO ONE
WITH THE PLANS.
ZE REMOVAL OF IMPERVIOUS DIKES AND/OR
5, PUMPS, AND TEMPORARY FLEXIBLE
ZST).
T THE END OF EACH WORK DAY. THE
ONLY SHOW THE UPPER AND LOWER
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D SEDIMENT AND DIRT BAG. STABILIZE
es
J1 BE PIEFFORM D N ONLY DRY OR
AP -AROUND WORK ASSOCIATED WITH THIS
'0 ISOLATE WORK FROM STREAM FLOW WHEN
INCIDENTAL TO THE WORK. THIS INCLUDES
TTING, PRIOR TO PREDICTED RAIN FALL
AROUND FOR PREDICTED EVENT.
:-'WATER THE WORK AREA.
NOTES.
u irnoo rvmr rp+
FOR CLEAN UPSTREAM Fp
CHANNEL BASE FLOW FP
FP —
GEOTEXTILE DEWATER DW BAG GENERAL NOTES
1. GEOTEXTILE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE
CONSTRAINTS AND PROPOSED CONSTRUCTION OPERATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE SIZE AND LOCATION OF THE
GEOTEXTILE DEWATERING DIRT BAG FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL INSURE THAT THE DIRT BAG IS OF A SUFFICIENT SIZE AND STRENGTH TO
PROPERLY DEWATER THE PUMP HOSE INFLUENT.
4. DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW THROUGH BAG IS LIMITED
BY SEDIMENT ACCUMULATION.
5. IF GEOTEXTILE DEWATERING DIRT BAG IS PLACED IN EXISTING VEGETATED AREA ADJACENT TO AN
UNDISTURBED STREAM NO OUTLET IS REQUIRED (PREFERRED). IF GEOTEXTILE DEWATERING DIRT
BAG IS PLACED ON DISTURBED SOIL THEN A STABILIZED OUTLET/CHANNEL NEEDS TO BE PROVIDED.
6. THE STABILIZED OUTLET WILL BE A MINIMUM OF 1' THICK AND CONSIST OF A WELL GRADED MIX OF
1 "-6" RIP RAP PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN THE RIP RAP AND
SOIL FOUNDATION. THE STABILIZED OUTLET WILL EXTEND FROM THE SPECIAL STILLING BASIN TO
THE BANK OF THE CHANNEL BELOW THE WORK AREA.
0.5'
SEWN IN SPOUT
PUMP
DISCHARGE
HOSE
HIGH STRENGTH —J
STRAPPING FOR
SECURING SPOUT TO
PUMP HOSE
0.5' LAYER OF NCDOT
NO. 57 STONE
0.5' LAYER OF 2"-3"
RIP RAP
NON —WOVEN FILTER FABRIC
3:1
GEOTEXTILE DEWATERING
FILTER BAG
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6.0'-15.0'
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DEWATERING
STITCHED "J" TYPE
SEAMS DIRT BAG
FLOW
Mill
,S LENGTH RANGE
944E 4f PUMP 6.0'-15.0'
F(Ow DISCHARGE
HOSE EXISTING GROUND
DIRT BAG TO BE PLACED
ON 0.5' OF NCDOT NO. STREAM BANK.
57 STONE PROVIDE STABILIZED
OUTLET TO STREAM
SIDE VIEW CHANNEL
EXAMPLE OF PUMP -AROUND OPERATION
FLOW
> PONDED WATEF
PLATE UPSTREAM SIDE
OF IMPERVIOUS DIKE WITH
SANDBAGS, RIP RAP OR
OTHER NON -ERODIBLE
MATERIAL, 1 FOOT THICK
WSE�z...
HEIGHT =
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OR WSE + 1.0'
TRENCH IN FABRIC
MIN. 1 FOOT
FILTER FABRIC PER
SPECIFICATIONS
NOT TO SCALE
PLAN VIEW
IyL TOP WIDTH
3.0' MIN.
2 MAX.
7r),7
CLASS I RIP RAP, NEW
JERSEY BARRIER OR
OTHER APPROVED
NON -ERODIBLE MATERIAL
SECTION A -A
IMPERVIOUS DIKE/
NOT TO SCALE
DRY WORK
AREA
PLATE WITH IMPERVIOUS
POLYETHYLENE
MEMBRANE, 20 MIL
THICK
DRY WORK
AREA
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- WIDTH
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AS NEEDED
GEOTEXTILE DEWATERING DIRT BAGr2�
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A
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1 RIP RAP
1�
2
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SECTION A -A
ENERGY DISSIPATOR PUMP OUTLET,
NOT TO SCALE
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GEOTECHNICAL SPECIFICATIONS Q 0 1 0
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0 1' MINIMUM COVER
a ACCESS ROAD. REFER TO
GEOTECHNICAL SPECIFICATIONS ROAD SHOULDER
WIDTH VARIES; REFER TO PLANSHEET FOR MORE INFORMATION 2% MAX SLOPE (TYP.)
RCP CULVERT (TYP.) 2" CROWN HEADWALL PER NCDOT SPEC 838.01
u WITH SILL
O
7-7 77 INVERTS TO BE BURIED IN EXISTING GRADE TO
DEPTH CCONTRACQTORLTO 20% TO ENSURE POSITIVETDIAMETER (TYP.)
DRAINAGE
CLASS B RIP RAP \\ \\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \ \\\ \\\
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0
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PIPE EMBEDMENT PER MANUFACTURER'S
CULVERT TO BE FILLED WITH NATIVE BED MATERIAL SPECIFICATIONS (TYP.)
UP TO SILL HEIGHT THAT ALLOW LOW FLOWS TO
° SUSTAIN MOVEMENT OF NATIVE AQUATIC SPECIES TYPICAL CULVERT CROSS-SECTION A -A
N TS
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0 Q O HEADWALL PER NCDOT SPEC 838.01
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6
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FINAL
BACKFILL
INITIAL
BACKFILL
SPRING LINE
HAUNCHING
TAMP WELL UNDER
BOTTOM HALF OF PIPE
I
FINISHED I GRADE
6" 1 O.D. OF PIPE 1 6"
UNDISTURBED
SOIL
#67 STONE
-11 ---------
AGGREGATE BASE COURSE
COMPACTED SUBGRADE TO
NOT LESS THAN 98% OF THE
STANDARD PROCTOR
MAXIMUM DRY DENSITY
(PER GEOTECHNICAL REPORT)
GRAVEL PAVEMENT SECTION
NOTES
1. ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE FRANKLIN COUNTY
-PIPE INVERT STANDARD SPECIFICATIONS.
2. GRAVEL PAVEMENT SECTION MUST MEET THE CRITERIA GIVEN IN THE SITE SOIL REPORT.
3. CONTRACTOR TO CONFIRM FINAL PAVEMENT SECTION WITH GEOTECHNICAL ENGINEER
)DING PRIOR TO CONSTRUCTION.
4. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE FOR ALL ACCESS ROADS.
MINIMUM SIDE
CLEARANCE
NOTES
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE
TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL
BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN
NON -TRAFFIC AREAS.
BEDDING AND TRENCH
N.T.S. KHA DETAIL NO: 04.101.R01 ,
RAVEL PAVEMENT SECTION
N.T.S.
KHA DETAIL NO:02.101.RO2
MIN. 10 GA.
LINE WIRES
_ 8' MAX. _I
VARIARI F AS niPF7 TF7n AY THE FNrINFFR 1
IIN. 12-1/2 GA.
JTERMEDIATE
JIRES
GRADE
I� FRONT VIEW II
NOTES
1. USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT
EXCEED 1/4 ACRE AND
NEVER IN AREAS OF
CONCENTRATED FLOW.
2. END OF SILT FENCE NEEDS
TO BE TURNED UPHILL.
TEMI
N.T.S.
0
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04
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SIDE VIEW
RARY SILT FENCE
STEEL POST
WOVEN WIRE FABRIC
- SILT FENCE GEOTEXTILE FABRIC
FILL SLOPE
* FOR REPAIR OF
SILT FENCE FAILURES,
GRADE USE No. 57 WASHED
STONE. FOR ANCHOR
WHEN SILT FENCE IS
PROTECTING CATCH
8" MIN. COVER BASIN.
OVER SKIRT
ANCHOR SKIRT AS
DIRECTED BY ENGINEER
PLAN
M G
ELEVATION
CONSTRUCTION SPECIFICATIONS
MATERIALS
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE
A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120LIF.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS
HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON
THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND
A MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY
TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE TEAR DECOMPOSE OR BECOME INEFFECTIVE REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE
ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
TO FACE OF WALL
x
r
Br
FOOTING
(IF CONST. JOINT IS USED)
END ELEVATION
.OPE AS INDICATED ON PLANS
a
#4-BAP'
DOWEL
BAR - "X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
15rr
18r'
24rr
30'r
36rr
42rrL[2
18"
24r'
30"
36"
42rr
48rr
BARS
rrXrr
rrXrr
"Xn
"X"
rrXrr
rrXrr
Y*
rrXrr
rrXn
"X"
rrXn
"X"
Y*
rrXn
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QTY.
2
2
3
3
4
4
2
3
3
4
4
2
5
2
M
QTY.
-
-
-
-
-
-21
2
2
2
2
3
2
2
3
3
4
4
2
3
3
4
4
5
9
9
14
14
19
55
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S.
L
YD3
M
L
YD3
15"
3' 3r'
jr_8'
2r_9"
21/4"
9IX2"
5'-6"
0.7
2'-2"
7'-B"
1 0
18"
3'-7"
V-10"
3'-2"
21�"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-0r'
3"
10"
6'-0"
1.5
3'-5"
11'-5"
2.0
30"
5'-0"
2r_6"
4r_7rr
41A"
11
9'-2"
2.3
4'-3"
13'-5"
3.1
36rr
5'-8rr
2r_8rr
5'-6"
43A"
111/2rr
11r-0rr
3.4
5'-0"
16r_0"
4.5
42"
6'_2"
3'_1"
6'_4"
51A"
11 "12'-8"
4.5
5'-10"
I 18'-6r'
1 6.0
48'
6'-9
3'- 5
7 -2
5A'
2
14'-4"
6.0
1 6 -8
21 -0'
8.0
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838.01]
KHA DETAIL NO:01.302.RO2
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SHEET NUMBER
EX1.3

Site 1
TEMPORARY STREAM IMPACTS: 63 LF
PERMANENT STREAM IMPACTS: 55 LF
PERMANENT STREAM IMPACTS (No Net Loss): 22 LF
\\ 1
tag
1
1
1
..-
0 40 :0
Impacts Legend
Temporary Stream Impacts
Permanent No Net Loss Stream Impacts
-^o- Permanent Stream Impacts
-^o+- Jurisdictional Stream
Kimley>»Horn
1
1
1
1
1
1
1
1
1
I
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f
Design Legend
— — Silt Fence
Edge of Travel
---6m Proposed Culvert
Proposed Grade (Major)
Proposed Grade (Minor)
Proposed Keyed in Rip Rap
Limits of Disturbance
Figure 6.1: Site 1 Impact Figure
Apex Solar Site
Cleveland County, North Carolina
January 2021

Site 2
TEMPORARY STREAM IMPACTS: 22 LF
PERMANENT STREAM IMPACTS: 44 LF
PERMANENT STREAM IMPACTS (No Net Loss): 20 LF
1
N14-pfi Ohm'.
\ \ e r
1 �
'S11
Design Legend
0 25 50
Feet — — — Silt Fence
Edge of Travel
Impacts Legend , = = = Proposed Culvert
Temporary Stream Impacts Proposed Grade (Major)
Permanent No Net Loss Stream Impacts �� Proposed Grade (Minor)
�- Permanent Stream Impacts Proposed Keyed in Rip Rap
+- Jurisdictional Stream Limits of Disturbance
Figure 6.2: Site 2 Impact Figure
Apex Solar Site
Kim ey>>> Horn Cleveland County, North Carolina
January 2021

ID#* 20201995
Version* 1
Regional Office * Mooresville Regional Office - [phone]
Reviewer List* Alan Johnson
Pre -Filing Meeting Request submitted 12/18/2020
Contact Name*
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
William Sullivan
[e-mail]
Apex Solar
Pine Gate EPC, LLC
Cleveland
Street Address
130 Roberts Street
Address Line 2
aty
Asheville
Postal / Zip axle
28801
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes (-- No
State / Province / Pegion
NC
Country
USA
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*

Pine Gate EPC, LLCC is proposing the construction of a Solar
Photovoltaic (PV) Generation Facility on approximately 475 acres in
Cleveland County, NC. The site occupies nine parcels and is located
along East Stagecoach Trail, approximately ten miles north of Shelby,
NC. The site is located within the Broad River Basin (03050105).
The proposed project anticipates two stream crossings resulting from
the construction of interior access roads. It is assumed that these
stream crossings would qualify for authorization under Nationwide
Permit #14 for Linear Transportation Projects and the corresponding
WQGC 4135.
Please give a couple of dates you are available for a meeting.
1 /11 /2021
1 /13/2021
1 /15/2021
Please attach the documentation you would like to have the meeting about.
ApexSolar_PrleimLayout.pdf 1.24MB
Figure3_Aerial _ApexSolar.pdf 8.04MB
Apex USACE PJD_10-31-18.pdf 636.58KB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 12/18/2020