20201993 Ver 1_ePCN Application_20210330

Kimley»>Horn
March 30, 2021
Mr. David Bailey
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Ms. Jenny Graznak
NC Division of Water Resources
Water Resources — Water Quality Regional Operations Section
450 West Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
RE: Nationwide Permit 14 Application — Pelham Solar Site
Caswell County, North Carolina
Dear Mr. Bailey and Ms. Graznak:
On behalf of our client, Pine Gate EPC, LLC, Kimley-Horn is submitting the attached application for
authorization under Nationwide Permit (NWP) 14 for the above referenced project located in Caswell
County, North Carolina. The project proposes the construction of a Solar Photovoltaic (PV) Generation
Facility on approximately 801 acres of previously undeveloped forest and agricultural land (the "Site").
The Site occupies two parcels situated south of Old U.S. HWY 29, east of Gwynns Chapel Road, west
of Law Road, and north of Park Springs Road in Caswell County, North Carolina. The Site and its
vicinity are largely composed of undeveloped agricultural fields, riparian corridors, hardwood forests,
and planted pine stands. Single-family residential homes are scattered throughout the surrounding
landscape.
Land Management Group (LMG) delineated the Site on May 3rd, 4th, 10th, and 11th of 2017, and July
16th and 17th of 2018. Multiple streams, ponds, and wetlands were identified in the delineation. An
Approved Jurisdictional Determination for the northern portion of the Site was issued by David Bailey
of the USACE on November 14, 2018 (SAW-2018-01854). Additionally, an Approved Jurisdictional
Determination (SAW-2020-02138) for the southern portion of the Site was requested by LMG and a
field review was conducted with the USACE on February 3, 2021 and documentation is pending.
The project proposes a single impact at an internal road crossing within the Site which is needed to
connect the southeastern and southwestern sides of the proposed solar arrays. The proposed crossing
would impact one perennial stream (SF1), which originates within the southern portion of the Site and
flows north into Hogan's Creek. The proposed crossing will impact a total of 148 LF of SF1 which would
include a 43-foot culvert installation, 20 feet of stream bank riprap stabilization, and 85 feet of temporary
construction access. Riprap stabilization will be utilized for inlet and outlet protection, and will be keyed
into the bank during installation to prevent a permanent loss of water..
kimley-horn.com
421 Fayetteville Street, Suite 600, Raleigh, NC 27601
919 677 2000

Kimley»>Horn
Page 2
Temporary impacts to SF1 will occur due to temporary dewatering activities needed to facilitate
construction access in the stream bed for the culvert construction/installation and rip rap placement at
the proposed crossing. All temporarily disturbed areas will be returned to pre -construction contours
after completion of the project.
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, the use of temporary sediment basins and temporary skimmer basins
will be used.
To assist with the processing of this application, the following information is included:
• PCN Application Form
• Signed Agent Authorization Form
• Figures
• Approved Jurisdictional Determination
• Permit Impact Drawings
• Plan Sheets
• NCDWR 401 Application Fee of $240
If there is any additional information you need to assist in the processing of this NWP application, please
do not hesitate to contact me at [phone] or [e-mail].
Sincerely,
William Sullivan
kimley-horn.com
421 Fayetteville Street, Suite 600, Raleigh, NC 27601
919 677 2000

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Has this project met the requirements for acceptance in to the review process?*
6 Yes
r No
Is this project a public transportation project?*
CYes 0' No
Change cnly if needed.
BIMS # Assigned*
20201993
Is a payment required for this project?*
No payment required
C Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Winston-Salem Regional Office - (336) 776-
9800
Version#*
1
What amout is owed?*
F $240.00
$570.00
Select Project Reviewer*
Sue Homewood:eads\slhomewood
Information for Initial Review
la. Name of project:
Pelham Solar Site
la. Who is the Primary Contact? *
William Sullivan
1b. Primary Contact Email:*
[e-mail]
Date Submitted
3/30/2021
Nearest Body of Water
Hogans Creek
Basin
Roanoke
Water Classification
C
Site Coordinates
Latitude:
Longitude:
36.462964 -79.476404
Pre -Filing Meeting Information
ID#
20201993
Pre -fling Meeting or Request Date*
12/17/2020
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
A. Processing Information
lc. Primary Contact Phone:*
[phone]
Version
1
53.14KB
County (or Counties) where the project is located:

Caswell
Is this a NCDMS Project
✓ Yes r No
Is this project a public transportation project?*
✓ Yes r No
la. Type(s) of approval sought from the Corps:
17 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?*
✓ Yes
✓ No
1b. What type(s) of permit(s) do you wish to seek authorization?
7 Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
17 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
14 - Linear transportation
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
lf. Is this an after -the -fact permit application?*
✓ Yes rNo
✓ 401 Water Quality Certification - Express
✓ Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes ( No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes rNo
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
✓ Yes ( No
1j. Is the project located in a designated trout watershed?
✓ Yes r No
✓ Yes r No
✓ Yes r No
B. Applicant Information
ld. Who is applying for the permit?
17 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.:
WA
2c. Responsible party:
Sean Andersen
2d.Address

Street Address
130 Roberts Street
Address Line 2
atY
Asheville
Postal / Zip Code
28801
2e. Telephone Number:
[phone]
2g. Email Address:*
sandersen@pgrenewables. com
4. Agent/Consultant (if applicable)
4a. Name:
William Sullivan
4b. Business Name:
Kimley-Horn
4c.Address
Street Address
421 Fayetteville Street
Address Line 2
Suite 600
Oty
Raleigh
Postal / Zip Code
27601
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
03_Pelham_PGR_USACE_KHA_LEASEE_AgentAuthorization Form4[2].pdf
State / Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
289.12KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
N/A
lc. Nearest municipality/ town:
Yanceyville
2. Project Identification
2a. Property Identification Number:
2c. Project Address
Street Address
(See attached Property Owner Map: Figure 5)
Address Line 2
air
2b. Property size:
801
State / Province / Region
Postal / Zip Code Country
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Hogans Creek
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*

Roanoke
3d. Please provide the 12-digit HUC in which the project is located.
030101040105
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 southeast of Pelham Loop, northwest of Park Springs Road, and approximately 6 miles northwest of Yanceyville, in Caswell County, North Carolina. This
Site is transected by Gwynns Chapel Road, Law Road and Hogans Creek and occupies eight parcels. Land use within the Site and its vicinity is largely comprised of undeveloped
riparian corridors, and hardwood 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?*
C Yes f• No C 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)
Fig2_USGS_Pelham Solar.pdf 1.43MB
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)
Fig4_NRCS_Pelham Solar.pdf 2.56MB
4f. List the total estimated acreage of all existing wetlands on the property:
70.5
4g. List the total estimated linear feet of all existing streams on the property:
32,264
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to develop a solar photovoltaic (PV) generation facility.
4i. 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 one jurisdictional stream with a permanent interior road in order to provide the necessary access within the
site. Typical site development and construction equipment will be utilized including dump trucks, graders, bulldozers, excavators, and concrete trucks.
4j. Please upload project drawings for the proposed project.
072021-03-25PelhamNWPEstiibit.pdf 6.66MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
6 Yes
Comments:
C No C Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
C Preliminary 6. Approved C Not Verified C Unknown r N/A
Corps AID Number:
SAW-2018-01854,SAW-2020-02138
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Paul Farley
Land Management Group (LMG)
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
An Approved Jurisdictional Determination for the northern portion of the Site was issued by David Bailey of the USACE on November 14, 2018 (SAW-2018-01854). Additionally, an
Approved Jurisdictional Determination (SAW-2020-02138) for the southern portion of the Site was requested by LMG and a field review was conducted with the USAGE on February 3,
2021 and documentation is pending.
5d1. Jurisdictional determination upload
05_Pelham_USACE AJD SAW-2018-01854 Resp_11-14-18.pdf
06a_SAW-2020-02138 PelhamSolarSouth_PostUSACE_DelineationSketch.pdf
6. Future Project Plans
6a. Is this a phased project?*
C Yes 6 No
726.87KB
4.75MB
Are any other 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.
LD. Proposed Impacts Inventory

1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands 17 Streams -tributaries
r Open Waters r Pond Construction
3. Stream Impacts
r Buffers
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name *
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width *
3h. Impact
length*
S1
Site 1 - Temporary
Construction Access
Temporary
Dewatering
Stream SF1
Perennial
Both
5
Average (feet)
85
(linear feet)
82
Site 1 - Culvert
Permanent
Culvert
Stream SF1
Perennial
Both
5
Average (feet)
43
(linear feet)
S3
Site 1 - Rip Rap Stabilization
Permanent
Rip Rap Fill
Stream SF1
Perennial
Both
5
Average (feet)
20
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
63
3i. Total stream and ditch impacts:
148
3i. Total temporary stream impacts:
85
3j. Comments:
Unavoidable impacts to stream SF1 will result from the proposed project. Stream SF1 will be impacted as a result of the construction of a permanent
access road within the proposed solar facility substation. Proposed permanent impacts to stream SF1 will result from the installation of a 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 SF1 resulting in permanent impacts to the stream, but no net loss of waters. To allowfor construction access and
installation of the culvert and riprap, stream SF1 will be temporarily diverted with the use of a pump -around system. All temporarily disturbed areas will
be returned to pre -construction contours after completion of the project.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. 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 stream SF1 were minimized to the extent practical by
aligning the access road crossing over the stream 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 even further. Riprap at the culvert inlets and outlets will be keyed in to the stream banks and
bed 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 and wetlands within the project area will be minimized to the extent practical throughout the construction process by avoiding these
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 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 ( No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project proposes to permanently impact 63 linear feet of stream bed, of which 20 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
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes ( No
If no, explain why:
The project is located within the Roanoke River Basin.
2. Stormwater Management Plan

2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
✓ Yes G 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?
6' Yes
✓ N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
[7 Local Government r State
Local Government Stormwater Programs
n Phase II n NSW I— USMP 17 Water Supply
Please identify which local government stormwater program you are using.
Caswell County
r No
Comments:
The project is located in an unincorporated area in Caswell County. Per NCDWR Post -Construction Stormwater Permitting Map, there are no stormwater programs identified within this
location. Any stormwater permits required by Caswell County will be acquired prior to construction.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
✓ Yes
( 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)?*
✓ Yes ( No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes a 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?*
✓ Yes ( No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
✓ Yes a No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
✓ Yes a No
5d. Is another Federal agency involved?*
✓ Yes
5e. Is this a DOT project located within Division's 1-8?
✓ Yes ( No
G No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
✓ Yes r No
5g. Does this project involve bridge maintenance or removal?
✓ Yes ( No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes a No
5i. 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.?
✓ Yes ( No

5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The USFWS lists Atlantic pigtoe, James spinymussel, and Roanoke logperch as the three protected and/or proposed species known to occur within
Caswell County. A review of the North Carolina Natural Heritage Program (NCNHP) Element Occurrence Database (updated January 2021) identifies
no known occurrences of any federally -listed species in or within a 1.0-mile radius of the project study area. Additionally, SF1 within the site is too
small to provide adequate habitat for these aquatic species and the site is located upstream from the most recent known occurrences of each species
by more than 25 river miles. Due to the minimal impact and overall nature of the proposed project, as well as the lack of viable habitat and separation
from the most recent known occurrences, 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 f 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 on March 1, 2021. No essential fish habitat was identified within the project study 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?*
6 Yes C. 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 February 19, 2020 identified no national
register, study list, or determined eligible sites within the project study area. However, one resource listed as "Survey Only" is located within the project
study area:
- Howard House (SO), within the southeast corner of the project study area (36.451601,-79.466848).
In addition, eight historical and cultural resources currently listed as "Survey Only" and "Survey Only, Gone" were found within 1.0-mile of the project
area. Due to the lack of national register, study list, and determined eligible sites within the project area and vicinity, as well as the minimal impact
resulting from the proposed activity, 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?*
( 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 3710894800K and 3710896800J (effective September 28, 2007) were accessed on January
13, 2021. Within the project area, 1% annual flood hazard areas are present.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Fig 1 _Vicinity_PelhamSolar.pdf
Fig3_JD Features_Pelham Solar.pdf
Fig5_EXCEL_Parcels_Pelham Solar.pdf
Fig5_Parcels_Pelham Solar.pdf
08_Pelham Permit Drawings.pdf
01_PelhamSolar_PCN Cover Letter.pdf
1.06MB
2.64MB
2.01KB
1.6MB
690.92KB
558.42KB
Signature
*
I7 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");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.

Full Name:
William Sullivan
Signature
illr�r,fc a s�drr
Date
3/30/2021

AGENT AUTHORIZATION FORM
Name: Ben Catt
Address: 130 Roberts Street, Asheville NC 28801
Phone: [phone]
Project Name/Description: Pelham Solar Site
Date: 1.27.2021
The Depailiuent of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Mr. David Bailey
Field Office: Raleigh 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 Party's Name Responsible Party's Signature
Cc: Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

Caswell County
EJ Project Study Area
Kimley>»Horn
Figure 1: Vicinity Map
PGR - Pelham Solar Site
Caswell County, North Carolina
March 2021

Kimley»>Horn
Figure 2: USGS Topographic Map
PGR - Pelham Solar Site
Caswell County, North Carolina
March 2021

Kimley>»Horn
Figure 3: Jurisdictional Features Map
PGR - Pelham Solar Site
Caswell County, North Carolina
March 2021

Legend
Oil CsA et ReB at ReD RhC lit RhE TaB TmB2
FbB2 C3, ReC RhB RhD SkE K TaC W
Kimley»>Horn
Figure 4: NRCS Soil Survey Map
PGR - Pelham Solar Site
Caswell County, North Carolina
March 2021

MAP ID
PARCEL NUMBER
OWNER NAME
MAILING ADDRESS
CITY
STATE
ZIP CODE
1
37033_895800883678
KENNETH N & DONNA P ECHOLS
859 GWYNN CHAPEL ROAD
PELHAM
NC
27311
2
37033_896800145841
QUERCUS, INC ETAL
P 0 BOX 653
LEWISVILLE
NC
27023

Kimley»>Horn
Figure 5: Project Property Parcels Map
PGR - Pelham Solar Site
Caswell County, North Carolina
March 2021

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OVERHEAD POWER LINE
PROPOSED GRAVEL ACCESS ROAD
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EX 1.0

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Layout: DETAILS 1
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This document, together with the concepts and designs presented her
GEOTEXTILE DEWATERING
DIRT BAG WITH STABILIZED
OUTLET.
119
v
BY-PASS PUMP OUTLET
WITH ENERGY
DISSIPATOR, TYP.
1117
IMPERVIOUS DIKE, TYP.
ak
DEWATERING PUMP
FOR SEDIMENT LADEN WATER
WITHIN WORK AREA
EDGE OF FLOODPLAIN,
TYP.
DRY WORK AREA.
TEMPORARY FLEXIBLE
PUMP HOSE, TYP.
T
-3
0
TA
BYPASS PUMP
FOR CLEAN UPSTREAM
CHANNEL BASE FLOW
v
SEOUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA
1. CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXTILE DEWATERING DIRT
BAG FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
2. INSTALL GEOTEXTILE DEWATERING DIRT BAG, AS APPROVED.
3. INSTALL BYPASS PUMP AND DEWATERING PUMP AND NECESSARY TEMPORARY FLEXIBLE HOSE.
CONNECT DEWATERING PUMP TO GEOTEXTILE DEWATERING BAG.
4. PLACE UPSTREAM IMPERVIOUS DIKE AND/OR COFFER DAMS TO ISOLATE THE WORK AREA. BEGIN
BYPASS PUMPING FOR STREAM PUMP AROUND OPERATION.
5. PLACE DOWNSTREAM IMPERVIOUS DIKE FOR STREAM PUMP AROUND OPERATION. BEGIN
DEWATERING THE ISOLATED WORK AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE
DAY'S WORK.
6. PERFORM CULVERT INSTALLATION WORK IN ACCORDANCE WITH THE PLANS.
7. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES AND/OR
COFFER DAMS. REMOVE IMPERVIOUS DIKES, COFFER DAMS, PUMPS, AND TEMPORARY FLEXIBLE
HOSE. (DOWNSTREAM IMPERVIOUS DIKES COFFER DAM FIRST).
8. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH WORK DAY. THE
IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE UPPER AND LOWER
EXTENT OF WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH DAY'S WORK.
9. REMOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND DIRT BAG. STABILIZE
DISTURBED AREA WITH SEED AND MULCH.
STREAM DIVERSION AND PUMP AROUND GENERAL NOTES
1. ALL IN -STREAM EXCAVATION MD STRUCTURE INSTALLATION SHALL BE PERFORMED N ONLY DRY OR
ISOLATED SECTIONS OF CHANNEL
2. CONTRACTOR SHALL USE A " SILENT PULP" FOR ALL PUMP -AROUND WORK ASSOCIATED WITH THIS
PROJECT.
3. IMPERVIOUS DIKES OR COFFER DAMS ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN
NECESSARY.
4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK. THIS INCLUDES
PUMPS AND HOSES.
5. GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING, PRIOR TO PREDICTED RAIN FALL
EVENTS, UNLESS ALL RAIN EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
6. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.
7. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES.
Pp
DAILY CONSTRUCTION AREA TO BE
STABILIZED BY THE END OF THE DAY.
MAY VARY IN SIZE FROM TOTAL WORK
AREA.
Fp
frA
FP
EXISTING STREAM
CHANNEL
Fp
FP
Fp
FP
.S'
9q -
Se
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W
GEOTEXI1LE DEWATER DIRT 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
GEOTEXTILE DEWATERING
FILTER BAG
0.5' LAYER OF NCDOT
NO. 57 STONE
0.5' LAYER OF 2"-3"
RIP RAP
NON -WOVEN FILTER FABRIC
HIGH STRENGTH DOUBLE
STITCHED "J" TYPE
SEAMS
PUMP
DISCHARGE
HOSE
3:1
LENGTH RANGE
6.0'-15.0'
PLAN VIEW
3:1
STABILIZED OUTLET
EXISTING GROUND
SEE NOTES 5-6
SIDE VIEW
LENGTH RANGE
6.0'-15.0'
EXISTING
—ROUND
GEOTEXTILE
7 DEWATERING STABILIZE OUTLET
DIRT BAG AS NEEDED
F Ow
WIDTH
RANGE
4.0'-15.0'
FLOW ce
L
DIRT BAG TO BE PLACED
ON 0.5' OF NCDOT NO. STREAM BANK.
57 STONE PROVIDE STABILIZED
OUTLET TO STREAM
CHANNEL
v
EXAMPLE OF PUMP —AROUND OPERATION
NOT TO SCALE i z
FLOW A
PONDED WATER }
PLATE UPSTREAM SIDE
OF IMPERVIOUS DIKE WITH
SANDBAGS, RIP RAP OR
OTHER NON -ERODIBLE
MATERIAL, 1 FOOT THICK
TOP OF IMPERVIOUS
DIKE
A DRY WORK
I AREA
PLAN VIEW
TOP WIDTH
3.0' MIN.
1 /2 BKF HDEEIGHT
MIN.
� '!O� ���� MAX.
,
OR WSE + 1.0' I♦M�(.
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TRENCH IN FABRIC
MIN. 1 FOOT
FILTER FABRIC PER
SPECIFICATIONS
CLASS I RIP RAP, NEW
JERSEY BARRIER OR
OTHER APPROVED
NON -ERODIBLE MATERIAL
SECTION A -A
PLATE WITH IMPERVIOUS
POLYETHYLENE
MEMBRANE, 20 MIL
THICK
DRY WORK
AREA
EXISTING STREAM BED
A
GEOTEXTILE DEWATERING DIRT BAG
4 x D
-(J
( PUMP
Q HOSE
GRADE
FILTER FABRIC
Do (-0o
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WELL GRADED
MIX 8"-12"
RIP RAP
1I_
2
A
J
PLAN
SECTION A -A
IMPERVIOUS DIKEEONOT TO SCALE
ENERGY DISSIPATOR PUMP OUTLET,4`
NOT TO SCALE
1:9
REVISIONS
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CASWELL COUNTY
SHEET NUMBER
EX 1.1

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EXISTING
CLASS B
RIP RAP
JURISDICTIONAL STREAM
ACCESS ROAD SHOULDER
ACCESS ROAD. REFER TO
GEOTECHNICAL SPECIFICATIONS
RCP BOX CULVERT (TYP.)
CLASS B RIP RAP
TO BE COUNTERSUNK
AND KEYED —IN TO
STREAM BANKS (TYP.)
P I I I I I I I I I I I I\
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TYPICAL CULVERT PLAN VIEW
NTS
WIDTH VARIES; REFER TO PLANSHEET FOR MORE INFORMATION
2" CROWN
�;vwww�U�U U�Uwwwvv �
\/\/\/\/\/\/\/\/\/\/\//
HEADWALL PER NCDOT SPEC 838.01
WITH SILL
A
BOX CULVERT WINGWALL (TYP.)
PROPOSED CULVERT (TYP.)
REFER TO SITE PLAN FOR SIZING.
ACCESS ROAD. REFER TO
GEOTECHNICAL SPECIFICATIONS
1MINIMUM COVER
ROAD SHOULDER
2% MAX SLOPE (TYP.)
HEADWALL PER NCDOT SPEC 838.01
WITH SILL
INVERT TO BE BURIED IN EXISTING GRADE TO DEPTH
EQUAL TO 20% OF CULVERT DIAMETER (TYP.)
CONTRACTOR TO ENSURE POSITIVE DRAINAGE
EXISTING GRADE
\ \/ \/ \/ \/ \/ \/ )45.A-5\/ .\> \ \ \ l' \ \-/ \ \' \\ \/ \\".2. \ / \ / / \ 7 \ 7 \ 7 \ 7\ \ ' '
\\\\\/\\/\\/\\/\\/\\/ ,/\ \� \/i/ \\\ \\\ \\\ \\\ `\\�
PIPE EMBEDMENT PER MANUFACTURER'S
SPECIFICATIONS (TYP.)
CULVERTS TO BE FILLED WITH NATIVE BED MATERIAL
UP TO SILL HEIGHT THAT ALLOW LOW FLOWS TO
SUSTAIN MOVEMENT OF NATIVE AQUATIC SPECIES
PROPOSED 7' X 6' BOX CULVERT
TYPICAL BOX CULVERT CROSS—SECTION A —A
NTS
HEADWALL PER NCDOT SPEC 838.01—
WITH SILL
i\7
\
///////////////////////////////
EXISTING STREAMBED
BOX CULVERT DETAIL
N.T.S.
1' MIN. COVER
\/7 /)('7
<\/
PROPOSED ACCESS ROAD. REFER TO
GEOTECHNICAL SPECIFICATIONS
BOX CULVERT WINGWALL (TYP.)
CONCRETE SILL (TYP.)
TYPICAL BOX CULVERT CROSS—SECTION B—B
NTS
This document, together with the concepts and designs presented her
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SHEET NUMBER
EX 1.2

CONSTRUCTION SPECIFICATIONS
>-
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FINISHED GRADE
FINAL
BACKFILL
INITIAL
BACKFILL
HAUNCHING
TAMP WELL UNDER
BOTTOM HALF OF PIPE
NOTES
1
UNDISTURBED
SOIL
#67 STONE
PIPE INVERT
DOING
MINIMUM SIDE
CLEARANCE
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.
KHA DETAIL NO:04.101.R01
6" CRUSHED AGGREGATE BASE COURSE
COMPACTED TO 100% OF THE MAXIMUM DRY
DENSITY AS DETERMINED BY AASHTO T180
REFER TO FINAL GEOTECH REPORT
COMPACTED SUBGRADE TO NOT LESS
THAN 100% OF THE MAXIMUM DRY
DENSITY AS DETERMINED BY AASHTO T99
FOR THE TOP 12"
(PER GEOTECHNICAL REPORT, SEE NOTE 5)
GRAVEL PAVEMENT SECTION
NOTES
1. ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE FRANKLIN COUNTY
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
PRIOR TO CONSTRUCTION.
4. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE FOR ALL ACCESS ROADS.
5. OPTIONALLY, A LAYER OF GEOFABRIC CAN BE PLACED DIRECTLY OVER THE SOIL
SUBGRADE TO SEPARATE THE SUBGRADE FROM THE ABC. THE SEPARATION FABRIC
SHOULD BE A NON —WOVEN, NEEDLE —PUNCHED FABRIC WITH A NORMAL WEIGHT OF 8
OUNCES PER SQUARE YARD (MIRAFI 180N OR SIMILAR).
GRAVEL PAVEMENT SECTION
N.T.S. KHA DETAIL NO:02.101.R02
MIN. 10 GA.
LINE WIRES
NOTES
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
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.
TEMPORARY SILT FENCE
N.T.S.
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
FRONT VIEW
SIDE VIEW
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
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 *
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 120EF.
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.
KHA DETAIL NO:01.302.R02
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REVISIONS
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CHECKED BY
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SHEET NUMBER
EX 1.3

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This document, together with the concepts and designs presented her
Precast Box Culverts & Crown
-Span
Isometric
View
20161214TED01
Cell Rise
.11 Cell Span
Elevation View
Product Dimensions
Span (ft)
3
4
5
6
7
8
9
10
11
12
Wall Thickness (in)
4
5
6
7
8
8
9
10
11
12
Top Thid<ness (in)
7
7.5
8
8
8
8
9
10
11
12
Bottom Thickness (in)
6
6
7
7
8
8
9
10
11
12
Riser (ft)
Approximate Weight (Tons per Linear Foot)
2
0.41
0.56
3
0.46
0.62
0.82
0.99
4
0.68
0.90
1.07
1.30
1.40
2.44
2.85
5
0.97
1.16
1.40
1.50
1.83
2.19
6
1.25
1.50
1.60
1.94
2.31
2.72
3.15
7
1.60
1.70
2.05
2.44
8
1.80
2.17
2.56
2.99
3.45
9
2.28
2.69
10
2.81
3.27
3.75
11
3.4
12
4.05
Notes
1) These Standard Sizes reflect ASTM C1577 for Precast Concrete Box Culverts.
2) Additional sizes and configurations are available including:
-Intermediate Sizes
-Over Sized Boxes
-Bottomless (3-sided) Culverts
-Multi-Cell Monolithic Units
-Removable Top Sections
3) Please contact CP&P for additional options and configurations.
TITLE
DATE
Standard Box Culvert Sizes
12-14-16
a CP&P
CONCRETE
PIPE & PRECAST,
LLC
Precast Box Culverts & Crown -Span
12,p
d/..
dpe.
dcvdic
Bull Nose
(1)
Grout4"x4"
Block Out After Fastening
Anchor Bolt Holes
3"0
Preformed Opening
6"0x6"
Preformed Opening
Isometric View
20170113TED03
Wingwall
Weep Hole
Notes
1) All joining surfaces to be neatly sealed with state approved sealant.
2) All components designed to be independently stable in overturning, sliding and bearing. Components should not be
externally restrained by mechanical connectors. Such connection could lead to stress concentrations from minor
settlement or thermal expansion.
3) Wingwalls may be produced in 8' minimum sections as shipping limitations dictate. Weep holes to be adjusted
to provide 1' clearance to section joints, if needed.
4) Chamfer 3/4 " on all exposed 90° corners.
5) Grade Beam must be installed before box end sections and are required by design to retain fill and pressure below box
sections. Minimum grade beam length to be equal to the overall width of finished end sections. Contractor to provide
and place #6 bars in preformed openings and grout in the field.
TITLE
DATE
Precast Box Endwall (ES) and Wingwall (BWW)
Connection Details
01-10-17
0cP&P
CONCRETE PIPE & PRECAST, LLC
Precast Box Culverts & Crown -Span
Isometric View
20170112TED06
Notes
1) Precast box culvert design conforms to ASTM C1433, ASTM C1577 and AASHTO for Highway Bridges.
2) Typical haunch.
3) Wall, roof and floor dimensions shall be determined by job conditions. Typical configurations as well as steel
requirements are detailed in ASTM C1433 and ASTM C1577.
4) Penetrations in roof slab and walls can be provided per job requirements. Additional steel may be required at
all penetrations.
5) Weep holes available per job requirements and are typically placed one per culvert section at each exterior wall.
6) Tongue and groove shall be sized in proportion to culvert cross section. Joints shall be sealed by 1" x 1" close cell
neoprene sponge gasket material which is factory applied to Bell or Groove end of the culvert section.
7) See Special details for end treatments, curves, and additional options available.
TITLE
DATE
Precast Box Culvert
Single Cell
12-21-16
0cP&P
CONCRETE PIPE & PRECAST, LLC
Precast Box Culverts & Crown -Span
Lh
Ts
Lt
Invert
30" Scour Depth
Elevation Front View
L
Th
20170113TED01
Notes
1) All joining surfaces to be neatly sealed with state approved sealant.
2) All components designed to be independently stable in overturning, sliding and bearing. Components should not be
externally restrained by mechanical connectors. Such connection could lead to stress concentrations from minor
settlement or thermal expansion.
3) Wingwalls may be produced in 8' minimum sections as shipping limitations dictate. Weep holes to be adjusted
to provide 1' clearance to section joints, if needed.
4) Chamfer 3/4 " on all exposed 90° corners.
5) K: Upper stem height, 12" increments (Typ)
L: lower stem height
M: Stem length, 12" increments (Typ)
Ts: Stem thickness, 8" (Typ)
Th: Heel thickness, 8" (Typ)
Ttoe: Toe thickness, 18" (Typ)
Ln: Heel length, 6" increments (Typ), 12" minimum
Lt: Toe length, 14" for K less than 10 feet, 28" for K of 10 feet or more.
Stem Length
M Up To
No. Weep Holes
12'
1
18'
2
24'
3
30'
4
36'
5
TITLE
DATE
Precast Box and Crown -Span Wingwall
(BWW)
01-06-17
0cP&P
CONCRETE PIPE & PRECAST, LLC
(4)
Precast Box Culverts & Crown -Span
20170112TED08
111111111017
„,
•
•
(4)
OPP. '1141141/e
(3)
Span
(3�
(5)
tir
e< ed
/ps
Isometric View
- (6)
Notes
1) Precast box culvert design conforms to ASTM C1433, ASTM C1577 and AASHTO for Highway Bridges.
2) Typical haunch.
3) Wall, roof and floor dimensions shall be determined by job conditions. Typical configurations as well as steel
requirements are detailed in ASTM C1433 and ASTM C1577.
4) Penetrations in roof slab and walls can be provided per job requirements. Additional steel may be required at
all penetrations.
5) Weep holes available per job requirements and are typically placed one per culvert section at each exterior wall.
6) Tongue and groove shall be sized in proportion to culvert cross section. Joints shall be sealed by 1" x 1" close cell
neoprene sponge gasket material which is factory applied to Bell or Groove end of the culvert section.
7) See Special details for end treatments, curves, and additional options available.
8) Standard skewed angle may be limited due to section length as related to span of culvert. Special length end section
can be produced to increase skewed angle.
9) Special skew configuration can be achieved in single and multiple cell culverts by incorporating a precast headwall into
the end design. Call our sales / Engineering Team for additional information.
TITLE
DATE
Precast Box Culvert
Skewed Ends -Single Cell
12-29-16
0cP&P
CONCRETE PIPE & PRECAST, LLC
Precast Box Culverts & Crown -Span
Feet
Span
x
Rise
Sq. Ft.
Area
Inches
Equiv
Round
Dia
Inches
Equiv
Dble
Dia
3x3
8.9
36
28
4x3
11.7
45
35
4x4
15.7
53
41
4x5
19.7
59
45
4x6
23.7
64
50
4x7
27.7
69
53
4x8
31.7
73
57
4x9
35.7
78
60
4x10
39.7
81
63
4x11
43.7
85
65
4x12
47.7
88
68
5x2
9.5
40
31
5x3
14.5
50
39
5x4
19.5
59
45
5x5
24.5
66
51
5x6
29.5
72
56
5x7
34.5
78
60
5x8
39.5
83
64
5x9
44.5
88
67
5x10
49.5
92
71
5x11
54.5
96
74
5x12
59.5
100
77
6x3
17.3
55
42
6x4
23.3
64
49
6x5
29.3
72
56
6x6
35.3
79
61
6x7
41.3
85
66
6x8
47.3
91
70
6x9
53.3
96
74
6x10
59.3
101
78
6x11
65.3
106
82
6x12
71.3
110
85
Notes:
Feet
Span
x
Rise
Sq. Ft.
Area
Inches
Equiv
Round
Dia
Inches
Equiv
Dble
Dia
7x3
20.1
59
45
7x4
27.1
69
53
7x5
34.1
78
60
7x6
41.1
85
66
7x7
48.1
92
71
7x8
55.1
99
76
7x9
62.7
104
81
7x10
69.1
110
85
7x11
76.1
115
89
7x12
83.1
120
92
8x3
23.1
62
48
8x4
31.1
73
56
8x5
39.1
83
64
8x6
47.1
91
70
8x7
55.1
99
76
8x8
63.1
105
81
8x9
71.1
112
86
8x10
79.1
118
91
8x11
87.1
123
95
8x12
95.1
129
99
9x4
34.9
77
59
9x5
43.9
87
67
9x6
52.9
96
74
9x7
61.9
104
80
9x8
70.9
112
85
9x9
79.9
119
92
9x10
88.9
125
96
9x11
97.9
131
101
9x12
106.9
137
105
For accuracy, equivalent round and equivalent double round
are not rounded to standard pipe sizes.
Capacity of culverts may be governed by inlet conditions.
For further information, see APCA concrete pipe design manual.
20170113HJGo1
Feet
Span
x
Rise
Sq. Ft.
Area
Inches
Equiv
Round
Dia
Inches
Equiv
Dble
Dia
10x4
38.6
81
62
10x5
48.6
91
71
10x6
58.6
101
78
10x7
68.6
110
85
10x8
78.6
118
91
10x9
88.6
125
96
10x10
98.6
132
102
10x11
108.6
138
107
10x12
118.6
144
111
11x4
42.3
84
65
11x5
53.3
95
74
11x6
64.3
106
81
11x7
75.3
115
88
11x8
86.3
123
95
11x9
97.3
131
101
11x10
108.3
138
107
11x11
119.3
145
112
11x12
130.3
152
117
12x4
46.0
87
67
12x5
58.0
99
76
12x6
70.0
110
85
12x7
82.0
119
92
12x8
94.0
128
99
12x9
106.0
137
105
12x10
118.0
144
111
12x11
130.0
151
117
12x12
142.0
158
122
DcP&P
Full Flow Hydraulic Data - Box Culverts
CONCRETE PIPE & PRECAST, LLC
LLw
0
REVISIONS
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© 2021 KIMLEY—HORN AND
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DRAWN BY
CHECKED BY
PELHAM SOLAR
■ ■ ■ ■
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CAROLINA
I
1
0
z
CASWELL COUNTY
SHEET NUMBER
EX 1.4

This is not a survey. All boundaries and distances are considered
approximate. This represents a preliminary sketch prepared from field
notes. A survey of delineated areas is recommended prior to specific
site planning. The delineation was field verified by David Bailey of the
IS Army Cnrps of Engineers nn (17/(13/7(171
CB36 tt PK22
SF7 SF8
CBI tt Ni
B64 end
CA43 tt NI
CAO start
N6 tt CA44
CA88 tt WA98
WB1-WB19
WC1-WC15
Legend
Project Area — 422.2 ac
Uplands — 382.1 ac (90%)
Wetlands — 32.7 ac (8%)
Hogans Creek — 7.4 ac (2%)
Perennial Stream — 11,100 L.F.
Intermittent Stream — 3,605 L.F.
Non -Jurisdictional Ephemeral Stream — 542 L.F.
Non -Jurisdictional Erosional Gulleys — 20,150 L.F.
© Data Points
Stream Form Locations
Culvert/Crossing
L:\WETLANDS\2020 WETLANDS FILES\LMG20.381 --- Pelham Solar
Tract, Pelham Solar, LLC\Maps\Southern Tract
3oundaries are approximate and not meant to be absolute.
Map Source: 2018 NC OneMap Aerial Photography
Pelham Solar, Southern Tract
Caswell County, NC
Map Date: 11/13/2020
LMG20.381
WC1-WC69
4LMG
LAND MANAGEMENT GROUP
a DAVEY. company
3805 Wrightsville Avenue
Wilmington, NC 28403
[phone]
SF10
SF9
OpenStreetMap
oontributersr':
Preliminary
Upland/Wetland
Delineation Sketch

Legend
Permanent Stream Impacts
Permanent (No Net Loss) Stream Impacts
Temporary Stream Impacts
Jurisdictional Streams
Hogans Creek
♦ Jurisdictional Ponds
•
77, Jurisdictional Wetlands
Project Study Area
TJ
a
Site 1:
TEMPORARY STREAM IMPACTS: 85 LF
PERMANENT STREAM IMPACTS: 43 LF
PERMANENT STREAM IMPACTS (No Net Loss): 20 LF
jevix
0
0.25
0.5
Miles
T 5
Kimley>»Horn
Figure 6.0: Impact Figure Overview Map
PGR - Pelham Solar Site
Caswell County, North Carolina
March 2021

Site 1:
TEMPORARY STREAM IMPACTS: 85 LF
PERMANENT STREAM IMPACTS: 43 LF
PERMANENT STREAM IMPACTS (No Net Loss): 20 LF
Legend
Limits of Disturbance Proposed Grade (Major)
-- Silt Fence
-.-.1 Proposed Culvert
Proposed Grade (Minor)
Permanent Stream Impacts
Permanenet (No Net Loss) Stream Impacts
Temporary Stream Impacts
— Jurisdictional Stream
Proposed Rip Rap
Project Study Area
Kimley>»Horn
Figure 6.1: Site 1 Impact Figure
PGR - Pelham Solar Site
Caswell County, North Carolina
March 2021

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20201993
Version*
Winston-Salem Regional Office - [phone]
Sue Homewood
Pre -Filing Meeting Request submitted 12/17/2020
Contact Name*
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
William Sullivan; Kimley-Horn
[e-mail]
Pelham Solar
Pine Gate EPC, LLC
Caswell
Street Address
130 Roberts Street
Address Line 2
City
Asheville
Rbstal / Zip Code
28801
Is this a transportation project?* C Yes ( No
Type(s) of approval sought from the DWR:
l 401 Water Quality Certification -
Regular
I— Individual Permit
I— Shoreline Stabilization
I— 401 Water Quality Certification -
Express
I— Modification
Does this project have an existing project ID#?*
C Yes ( No
State / Rovince / Region
NC
Country
USA
Do you know the name of the staff member you would like to request a meeting with?
Sue Homewood
Please give a brief project description below.*

Pine Gate EPC, LLC is proposing the construction of a Solar
Photovoltaic (PV) Generation Facility on approximately 1,180 acres in
Caswell County, NC. The site occupies eight parcels and is located
south of Old U.S. HWY 29, between Gwynns Chapel Road and Law
Road near the unincorporated community of Pelham. The site is
located within the Roanoke River Basin (03010104).
The proposed project anticipates two stream crossings resulting from
the construction of interior 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.
Fig3_Aerial_Pelham Solar.pdf 2.83MB
PelhamSolar_PreliminaryLayout_2020.9.8.pdf 2.13MB
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.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !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 12/17/2020