20150713 Ver 1_401 Application_20150715

KLE /NFELOER
Bright People. Right Solutions.
July 16, 2015
Mr. Craig Brown
USACE Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
RE: Battleboro solar site
USACE ID SAW- 2015 -00256
Dear Sir and Madam,
`� 0
PAIDMs. Jennifer Burdette
NC Division of Water Resources, WBSCP unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Kleinfelder is submitting a Pre - construction Notification for your consideration in issuing 404/401 permits
associated with a proposed solar array in Battleboro, Edgecombe County. Stream impacts result from the
placement of a culvert in an intermittent stream for a fence crossing. No impacts to wetlands or Tar - Pamlico
riparian buffers are proposed.
We respectfully request your review and correspondence relating to this application at your earliest
convenience. This application was prepared using the PCN format, with supplemental information provided
as attachments.
,Thank you in advance for your time and attention in this matter. If you have any questions or need additional
information, please contact Amy James at 919- 755 -5011 ext. 124 or amviamesokleinfelder.com.
Regards,
Amy James, PWS
Staff Professional II
Joshua A. Crumpler, PE
Project Manager
Attachments:
1 — Pre - construction Notification
2 — Signed Agent Authorization Form
3 — NCDENR NBRRO #15 -026, Buffer Determination Letter
4 — Construction Plans
JUL 2'0­2015.
DENR -WATER RESOURCES
401 & BUFFER PERMITTING
KLEINFELDER 3500 Gateway Centre Blvd., Suite 200, Morrisville, NC 27560 pl 919.755.5011 fl 919.755.1414

of WArF9
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s), of approval sought from the
Corps: ®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? I ® Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 1 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes ® No
if. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
❑ Yes ® No
❑ Yes
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? I ❑ Yes
2. Project Information
2a. Name of project: Battleboro Solar Site
2b. County: Edgecombe
11
►1 •
2c. Nearest municipality / town:
I Rocky Mount/Battleboro
2d. Subdivision name:
I Not applicable
L;
2e. NCDOT only, T.I.P. or state
Not applicable
I
v
� JUL �p
project no:
2
3. Owner Information
3a. Name(s) on Recorded Deed:
David Arnold Williams, Sr.
Mvm, WATER RESOURCES
401 & BUFFER P_E_RMiURCE_
3b. Deed Book and Page No.
00- E/2574 �
'
3c. Responsible Party (for LLC if
I SF Land, LLC
applicable):
3d. Street address:
1 3201 Baynam Pond Dr.
3e. City, state, zip:
I Wake Forest, NC 27587
3f. Telephone no.:
1 919 - 946 -9955
3g. Fax no.:
3h. Email address:

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: LLC holder
4b. Name:
Logan Stephens
4c. Business name
02 Energies
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
336 - 708 -5161
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent /Consultant Information (if applicable)
5a. Name:
Amy James /Joshua Crumpler
5b. Business name
(if applicable):
Kleinfelder, Inc.
5c. Street address:
3500 Gateway Centre Blvd. Suite 200
5d. City, state, zip:
Morrisville, NC 27560
5e. Telephone no.:
919 - 755 -5011 ext. 124
5f. Fax no.:
919 - 755 -1414
5g. Email address:
amyjames @kleinfelder.com
2

.B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
3874 -11 -5556
1 b. Site coordinates (in decimal degrees):
Latitude: 36.056288
(DD.DDDDDD)
1 c. Property size:
1 35.7 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Swift Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
I C;NSW
2c. River basin:
I Tar Pamlico
3. Project Description
Longitude: - 77.742649
(- DD.DDDDDD)
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Most of the site is currently in cultivated cropland, with an approximately 6 acre forested area bisecting the property. The
site is located on the outskirts of Battleboro and the prevailing land uses in the vicinity are agriculture (cropland and
pasture), forest land (cultivated pine timber land and mixed pine- hardwood and bottomland hardwood forests), and light
manufacturing (Berry Plastics).
3b. List the total estimated acreage of all existing wetlands on the property:
3.1 acres (all 404 jurisdictional)
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,400 linear ft. (intermittent)
3d. Explain the purpose of the proposed project:
The project's purpose is to install a 5 megawatt, ground- mounted solar photovoltaic array. A fence will be erected around
the property to contain sheep that will provide a way to maintain and control vegetation once grass is re- established on
site after construction.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed site improvements consist of installing ground- mounted, fixed -tilt solar panels, three concrete
equipmentfinverter pads and perimeter fencing. Typically, for ground - mounted solar systems, the panels are installed
2' to 3' above finished grade (in this case existing grade, because no grading is being performed), and mounted on a
steel -frame racking system supported by posts which are driven into the ground.
The fencing will be installed around the perimeter of the array area as indicated on the construction plans. Each fence will
be 6' high and consist of gate, end, corner and line posts of various diameters. The screen will consist of 11.5 gauge
chain link wire fabric attached to the posts with fabric ties. All posts will be encased in deep concrete piers, while a center
slab will be poured at the gate entrance.
After construction, and once vegetation has been reestablished, sheep will be introduced to the site in order to maintain
and manage the newly formed vegetation. Due to the utilization of livestock for vegetation maintenance, an HDPE culvert
will need to be placed within the jurisdictional stream in order to prevent the livestock from leaving the site through the
stream under the fence, while simultaneously preserving the existing drainage pathway.
Typical equipment/machinery used for installation includes:
• Pile drivers for the installation of the posts for the racking system,
• Backhoes to dig the trenches for any underground electrical lines,
Concrete trucks to pour the concrete equipment/inverter pads;
Forklifts to move the racking system /solar equipment;
Dump trucks for aggregate to be used on temporary construction entrances /permanent driveway entrances.
3

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this ® Yes ❑ No ❑ Unknown
property / project (including all prior phases) in the past.
Comments:
4b. If the Corps made the jurisdictional determination, what
type of determination was made? ®Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: Kleinfelder, Inc.
Name (if known): Chris Hopper Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A site visit in response to a JD request was conducted with the Corps on February 5, 2015. Based on design plans
forwarded to the Corps by Kleinfelder on March 27, 2015 showing no impacts, it was determined to file the project and not
issue a paper JD. A Tar - Pamlico buffer determination was issued by NCDWR on February 20, 2015.
5. Project History
5a. Have permits or certifications been requested or obtained ❑ Yes
for this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
® No ❑ Unknown
6. Future Project Plans
6a. Is this a phased project? I ❑ Yes ® No
6b. If yes, explain.
0

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact
number— Type of
Type of wetland
Forested
Type of jurisdiction
Area of impact
Permanent (P) or impact
(if known)
If there are perennial or intermittent stream impacts (including
(acres)
Temporary (T)
3a. 3b. 3c.
Site 1 ❑ P ❑ T
Choose One
❑ Yes
❑ Corps
Perennial
Type of Average
Impact
❑ No
❑ DWQ
jurisdiction stream
Site 2 ❑ P ❑ T
Choose One
❑ Yes
I
❑ Corps
(linear feet)
Temporary (T)
(INT)?
❑ No
❑ DWQ
Site 3 ❑ P ❑ T
Choose One
❑ Yes
I
❑ Corps
UT to Swift Creek
❑ PER
® INT
® Corps
I ❑ DWQ
❑ No
❑ DWQ
Dewater and
Site 2 ❑ P ® T erosion
UT to Swift Creek
❑ PER
® Corps
2g. Total impacts
X Permanent
control
INT
wetland
X Temporary
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including
temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c.
3d.
3e. 3f.
3g.
Stream impact Type of Stream name
Perennial
Type of Average
Impact
number - impact
(PER) or
jurisdiction stream
length
Permanent (P) or
intermittent
(Corps - 404, 10 width
(linear feet)
Temporary (T)
(INT)?
DWQ — non- (feet)
404, other)
Site 1 ® P ❑ T Fill
UT to Swift Creek
❑ PER
® INT
® Corps
I ❑ DWQ
10
Dewater and
Site 2 ❑ P ® T erosion
UT to Swift Creek
❑ PER
® Corps
10
control
INT
DWQ
Site 3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total
stream and tributary impacts
10 Perm
10 Temp
3i. Comments:
G

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number waterbody Type of impact Waterbody type Area of impact (acres)
— Permanent (if applicable)
(P) or
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
0. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
no

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason for impact
Permanent (P) or
Temporary (T)
B1 ❑P ❑T
B2 ❑P ❑T
B3 ❑P ❑T
6i. Comments:
Buffer Zone 1 impact
Stream name mitigation (square feet)
required?
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
6h. Total buffer impacts
7
Zone 2 impact
(square feet)

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Project avoids impacts to wetlands and riparian buffers on -site; solar panels will not be placed within 50 ft. of jurisdictional
stream, even in those areas that are not currently forested; minimal grading is required on -site; culvert length is only 10
ft.; a flared end - section will be placed at the downstream side of the culvert, which helps to mitigate erosion /scouring; on
the upstream end of the culvert, horseshoe inlet protection is proposed to mitigate any sedimentation build up.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All land disturbing activities will be conducted in accordance with NCDENR standards; installation of temporary erosion
control measures including a perimeter silt fence and 'filter sock' (sheet C -6) outside jurisdictional wetlands and riparian
buffers; any excavations performed during grading operations will be backfilled the same day; grading and trenching for
inverter pad on site will have temporary ground cover at the end of each work day.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State? If no, explain: Due to minimal impacts, no mitigation is
proposed for this project.
2b. If yes, mitigation is required by (check all that apply)
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter)
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non - riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
4h. Comments:
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type
Quantity
❑ Yes
linear feet
❑ warm ❑ cool
square feet
acres
5. Complete if Using a Permittee Responsible Mitigation Plan
acres
acres
❑cold
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 ( I 3 (2 for Catawba)
Zone 2 I I 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
W

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If not, explain why.
Comments: Ground mounted solar photovoltaic panels are considered pervious; ❑ Yes ® No
therefore, this project does not add impervious surface to the area draining to the
buffer.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0%
2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Ground mounted solar photovoltaic
panels are considered pervious.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Rocky Mount
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No N/A
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state - implemented stormwater management programs apply ❑ HQW
(check all that apply): ❑ ORW
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes El N/A
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A
ME

p F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the I ❑ Yes ® No
use of public (federal /state) land?
i
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA /SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes
additional development, which could impact nearby downstream water quality? ® No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed solar array will be restricted to the property boundaries and will not have-an impact on-development growth
patterns. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
11

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS county list, field reconnaissance.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? I ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Phase I Environmental Site Assessment, NCHPO GIS service (HPOweb)
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain? I ❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements: Not Applicable
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program— bigital Flood Maps
1 I r` /- Z
Applicant/Agent's Printed Name
Joshua A. Crumpler, PE
Applicant/Agent's Signature
(Agent's signature is valid, only if an authorization letter from the applicant
is provided.)
12
7/16/2015
Date

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID: 3 7 11 SSS Ca DO
STREET ADDRESS: 30 14 Qua r salt s
Please print:
Property Owner: !7 tip, d A. W ; Il 1
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
� )00, C r tti�, .� � o � of � t e-; VN
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this
permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Telephone:
We hereby certify the above information submitted in this application is true and accurate to the best of
our knowledge.
Authorize Signature AutKo /ized Signature
Date: 1;;:�, ��) i Date: —710 S h S

AZ
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
David Williams, Sr.
PO Box 642
Wake Forest, NC 27587
Determination Type:
Buffer Call
❑ Neuse (15A NCAC 2B .0233)
® Tar - Pamlico (15A NCAC 2B .0259)
❑ Jordan (15A NCAC 2B .0267)
Donald R. van der Vaart
Secretary
February 20, 2015
Subject: Buffer Determination
NBRRO# 1 -026
•Edgecombe County
I
I
Isolated or EIP Call
❑ Ephemeral /intermittent/Perennial Determination
❑ Isolated Wetland Determination
Project Name: Battleboro Solar
Location/Directions: Property is located 3014 Pearsall St Edgecombe County, NC.
Subject Stream: Swift Creek
Determination Date: February 5, 2015
Feature
Not
Subject E /1 /P*
/Flag
Subject
To
To
Buffers
Buffers
A
X
E
B
X I
*E /I /P - Ephemeral /intermittent/Perennial
Staff: James Graham
Start* Stop@
Approx.
location
depicted on I
map
Soil USGS
Survey Topo
X X
X X
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
NorthCarolina
Naturally
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone [phone]
Internet wvvw.ncvvateroua0ty orq Location 3800 Barrett Drive Raleigh. NC 27609 Fax [phone]
An Equal Opportunity /Affirmative Action Employer-50% Recycled /10% Post Consumer Paper

Battleboro Solar
Edgecombe County
February 20, 2015
Page 2 of 2
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and /or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner /future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404 /401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)- 807 -6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919) - 554 -4884.
If you have questions regarding this determination, please feel free to contact James Graham at (919) 791 -4256
Respect lly, '
Danny Smith, Supervisor
Water Quality Section
Raleigh Regional Office
cc: RRO /SWP File Copy
Chris Hopper
Kleinfelder
3500 Gateway Centre Blvd Suite 200
Morrisville, NC 27560

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Battleboro Solar Site FIGURE
Edgecotnbe County, NC
02 Energies, Inc.
Kleinfelder. Inc.
3500 Gateway Centre Blvd.. Ste 200
Momswile. North Carolina 27560

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�CHECKED BY JCrumpler dle.nteider. Inc.
(FILE NAME 3500 Gateway Centre Blvd. Ste 200
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Bright People. Right Solutions.
CHECKED BY
JCrumpier
KblMelder. Inc.
L'E NAME.
3500 Gateway Centre Blvd.. Ste 200
www.kiemtelder cam
Ir' Battleboro.mxd
Morrisville, North Carolina 27560

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VICINITY MAP
NTS
PROPERTY OWNER: DAVID ARNOLD WILLIAMS SR
PIN: 3874 -11 -5556
DEED BOOK: 00 -E PAGE: 2574
CONSTRUCTION PLANS
FOR
BA I I LEBORO
SOLAR SITE
5855 Pearsall Street
Battleboro, NC 27809
e I 1 0 9 1 0 e
SHEET DESCRIPTION
C -1
COVER
C -2
EXISTING CONDITIONS PLAN
C -3
SITE PLAN
C -4
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
C -5
TREE CLEARING PLAN
C -6 & C -8
DETAILS
DER
Bright Bright People. RightS01Ud0ns.
1 0500 . lee NC 21 5 0
Ph. 9141 Ga CSo. S` 2
REVISIONS
CHK
REV DESCRIPTION DSN
DATE
DWN APP
H
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
I
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
5895 SHILOH ROAD, SUITE 104
ALPHARETTA, GA 30005
ORIGINAL DRAWING SIZE 1524x 36
COVER
BATTLEBORO SOLAR SITE
678-881-0014
5855 PESTREET
BATTLEBORO, EDGECO MBE COUNTY, NC
CALL 48 HOURS
UNITE U
BEFORE YOU DIG
RENEWABcE ENERGY
KLE /NFELOER
UNITED RENEWABLE ENERGY
Bright People. Right Solutlom
5895 SHILOH ROAD, SUITE 104
3500 GATEWAY CENTER BLVD
ALPHARETTA, GA 30005
MORRISVILLE, NO 27560
mvw kleinfeltler com O 919 - 755 -5011 F 919 - 7551414
NO LICENSE # F -1143 -
CONSTRUCTION
PROJECT NO —
NORTH CAROLINA
I SS EDATE 07-0C -2 1
ONE -CALL CENTER
I CURRENT REVISION I
1- 800 -632 -4949
DESIGNED BY IMP I C_1
DRAWN BY BMPI
CHECKED BY CALI
APPROVED BY JAC I SHEET 1 of 8

STANDARD NOTES
1 ALL IMPROVEMENTS SHALL CONFORM TO THE CITY,OF'ROCKY MOUNT'S LAND DEVELOPMENT
CODE AND THE MANUAL OF SPECIFICATIONS AND DETAILS..,* '
2 PROJECT PLANS AND BENCHMARKS ARE BASED ON NAV6'88,VERTICAL DATUM AND NAD 83 HORIZONTAL
DATUM TO THE ACCURACY SPECIFIED,IN 2.1 NCAC 56 1603 (CLASSIFICATION OF BOUNDARY SURVEYS),
PARAGRAPH (1) LOCAL CONTROL NETWORK SURVEYS (CLASS AA) AND 21 NCAC 56 1605 CLASSIFICATION OF
VERTICAL CONTROL SURVEYS PARAGRAPH (1) URBAN AND SUBURBAN VERTICAL CONTROL SURVEYS (CLASS
A) WHERE THE CORNERSARE TIED USING GPS SURVEYING METHODS, THE PROCEDURES USED SHALL
CONFORM TO 21 NCAC 56 1693 GLOBAL POSITIONING SYSTEM SURVEYS THE POSITIONS OF BOTH THE
REFERENCED CORNERS AND THE MONUMENTS USED SHAL•L',BE SHOWN IN X (EAST(NG) AND Y (NORTHING)
NO Z (ELEVATION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT A MINIMUM OF TWO (2)
PROJECT CONTROL MONUMENTS AS SPECIFIE!3 HEREINAFTEk ARE INSTALLED BY A REGISTERED
PROFESSIONAL LAND SURVEYOR AND SHALL BE FIEL'D.LOCATED BY THE ENGINEER ALL MONUMENTS SHALL
BE CONSTRUCTED OF CONCRETE AND BE ATiEAST FOUR (4) INCHES IN DIAMETER OR SQUARE, NOT LESS
THAN THREE (3) FEET IN LENGTH AND INSTALLED WITH THE TOP FLUSH WITH THE FINISHED GROUND. EACH
MONUMENT SHALL HAVE A STANDARD METAL PLATE IMBEDDED IN ITS TOP OF NONCORRODIBLE MATERIAL
MARKED PLAINLY WITH THE BENCH POINT, THE MONUMENT NUMBER AND IDENTIFIED AS A PART OF THE CITY
OF ROCKY MOUNT GEODETIC CONTROL SYSTEM. THE PROJECT CONTROL MONUMENTS SHALL BE LOCATED
ON THE STREET RIGHT OF WAY TO FACILITATE CONSTRUCTION CONTROL BUT MAY BE INCORPORATED AS A
PROPERTY CONTROL CORNER IN ALL CASES THE CONTRACTOR SHALL PROTECT PROJECT CONTROL
MONUMENT(S) FROM DISRUPTION DUE TO CONSTRUCTION OPERATIONS THE NORTH CAROLINA GEODETIC
SURVEY CAN BE REACHED ON THE WEB AT WWW NCGS STATE NC US (BOLDED ONLY APPLICABLE TO
SUBDIVISIONS)
3 DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN
APPROVAL WAS REQUIRED AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED
EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES THE APPROVED SEDIMENTATION & EROSION
CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS, ADDITIONAL MEASURES SHALL BE PUT
IN PLACE AS NEEDED TO INSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE
4 THE DISTURBED AREA IS GREATER THAN (1/2 ACRE— COMMERCIAL, 1 ACRE — RESIDENTIAL), THEREFORE
NUTRIENT MANAGEMENT REQUIREMENTS APPLY. PROJECTS THAT REPLACE OR EXPAND EXISTING
STRUCTURES OR IMPROVEMENTS RESULTING IN A NET INCREASE IN BUILT UPON AREA SHALL ACHIEVE A 30
PERCENT REDUCTION IN NITROGEN LOADING AND NO INCREASE IN PHOSPHORUS LOADING RELATIVE TO THE
PREVIOUS DEVELOPMENT SUCH PROJECTS MAY ACHIEVE THESE LOADS THROUGH ONS;TE OR OFFSITE
MEASURES OR SOME COMBINATION THEREOF
5 OVERALL IMPERVIOUS AREA IS LESS THAN 15% OF THE SITE OR THE INCREASE IN PEAK DISCHARGE FROM
THE SITE IS LESS THAN 10% THEREFORE SITE IS EXEMPT FROM DETENTION REQUIREMENTS (PROVIDE
SUMMARY CALCULATION ON PLAN)
3 WETLANDS AND TAR - PAMLICO BUFFERS WILL NOT BE IMPACTED.
4 NCOOT AND /OR CITY DRIVEWAY PERMIT IS REQUIRED FOLLOWING CONSTRUCTION PLAN APPROVAL.
5 SITE LIES IN FLOOD ZONE X, PER FEMA FIRM #3720387400J DATED 6/812013.
6 COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS
CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION THIS INCLUDES APPROVED
CONSTRUCTION PLANS, APPROVED EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY
PERMITS, WATER/SEWER PERMITS, ETC
7 PLANS ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY LEWIS N COX. PLS , DATED 5/2912015.
REFERENCE HORIZONTAL DATUM IS NAD 83, REFERENCE VERTICAL DATUM IS NAVD 68
8 CONTOURS ON THESE PLANS WERE OBTAINED FROM A TOPOGRAPHIC SURVEY PERFORMED BY LEWIS N
COX, PLS . DATED 5/29/2015
b
a
c
EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE
1 OBTAIN SEDIMENTATION & EROSION CONTROL PLAN APPROVAL FROM THE CITY OF ROCKY MOUNT
2. SCHEDULE A PRE- CONSTRUCTION CONFERENCE WITH THE OWNER, ENGINEER & INSPECTOR TO REVIEW PLAN
REQUIREMENTS AND SEQUENCING PRIOR TO ANY LAND DISTURBANCE
3 INSTALL GRAVEL CONSTRUCTION ENTRANCE, AND FILTER SOCK AS SHOWN ON PLAN. CLEAR ONLY AS
NECESSARY TO INSTALL THESE DEVICES
4 BEGIN CLEARING, GRUBBING, AND DEMOLITION OF REMAINDER OF SITE
5 PERFORM GRADING, FILLING, AND COMPACTION OF SITE.
6 STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, STONE BASE COURSE,
ASPHALT, ETC
7. FILTER SOCK IS TO BE INSPECTED AT LEASE ONCE A WEEK AND AFTER EACH RAINFALL
8 WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL CITY OF ROCKY
MOUNT FOR AN INSPECTION
9 IF SITE IS APPROVED, REMOVE FILTER SOCK AND SEED, MULCH AND TACK OR STABILIZE ANY REMAINING BARE
AREAS
EROSION CONTROL NOTES
1 APPROVAL OF THIS PLAN PERMITS ONLY THOSE CLEARING AND GRADING ACTIVITIES LISTED WITHIN THIS PLAN
THIS PLAN DOES NOT PERMIT THE CONSTRUCTION OF ANY IMPERVIOUS SURFACE OR STRUCTURE
2 APPROVAL OF THIS PLAN CONSTITUTES APPROVAL FROM THE CITY OF ROCKY MOUNT ONLY ADDITIONAL
APPROVALS (SUCH AS 401/404 WETLANDS, etc) MAY BE REQUIRED PRIOR TO AUTHORIZATION TO BEGIN
CLEARING AND GRADING COPIES OF ALL ADDITIONAL APPROVALS MUST BE PROVIDED TO THE DEPARTMENT
OF ENGINEERING UPON RECEIPT-
3 A COPY OF THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES
IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION
4. THE APPROVED PLAN SHOULD BE REGARDED AS DEPICTING THE MINIMUM REQUIREMENTS ADDITIONAL
MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE
5 EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO ANY CLEARING OR GRADING ACTIVITIES
BEYOND THAT NECESSARY TO INSTALL SUCH MEASURES APPROVAL OF CONSTRUCTED EROSION CONTROL
MEASURES SHALL BE OBTAINED IN WRITING FROM ENGINEERING DEPARTMENT STAFF PRIOR TO SITE
CLEARING AND GRADING CONTACT CITY OF ROCKY MOUNT ENGINEERING INSPECTOR BILL PRIDGEN AT (252)
343 -3156 TO INSPECT EROSION CONTROL MEASURE PRIOR TO ANY GRADING ACTIVITIES
6 CITY OF ROCKY MOUNT ENGINEERING DEPARTMENT PERSONNEL MUST BE GRANTED ACCESS UPON
REASONABLE REQUIRES TO ANY AND ALL AREAS OF THE SUBJECT SITE FOR THE INSPECTION OF
SEDIMENTATION AND EROSION CONTROL ADEQUACY.
7 IF ADDITIONAL EROSION AND SEDIMENTATION CONTROLS ARE REQUIRED TO PREVENT OFFSITE
SEDIMENTATION, THESE PLANS MUST BE MODIFIED AND SUBMITTED TO THE DEPARTMENT OF ENGINEERING
WITHIN FIE BUSINESS DAYS FOR THE APPROVAL AND ADDITION TO THEIR RECORDS
8 ANY GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE APPROVED PLAN IS IN VIOLATION OF THE
CITY OF ROCKY MOUNT'S LAND DEVELOPMENT CODE AND THE N C.SEDIMENTATION AND POLLUTION CONTROL
ACT SUCH VIOLATIONS MAY RESULT IN FINES TO THE PROPERTY OWNER(S).
9. THE CONTRACTOR AND ALL SUB - CONTRACTORS SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THAT
PAINTS, LIQUID WASTES, DEMOLITION MATERIALS, CONCRETE AND SEDIMENT DO NOT ENTER STREAMS OR
STORM DRAINS OR HAVE CONTACT WITH SURFACE WATERS, WETLAND, OR BUFFERS FAILURE TO DO SO WILL
BE CONSIDERED A VIOLATION OF THE NPDES GENERAL PERMIT NCGO10000 FOR CONSTRUCTION ACTIVITIES
AND MAY RESULT IN STATE OR FEDERAL CIVIL OR CRIMINAL PENALTIES.
KLE /NFELOER
Bright People. Right Solutions.
3s�ro caM,, centre ewe Sure x10
MOms /91 15 -T 11
Phone 914>55 -5011
www wle�malea. wm
REVISIONS
__ _ I _
REV vwurtiPTiON DSN I CHK un_ite
DWN APP
4I1
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SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
I i
IF IrS NOT 1 INCH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 n 36
SITE PLAN
BATTLEBORO SOLAR SITE
5855 PEARSALL STREET
BATTLEBORO, EDGECOMBE COUNTY, NC
OUNITED
eRENEWABLE ENERGY
UNITED RENEWABLE ENERGY
5895 SHILOH ROAD, SUITE 104
ALPHARETTA, GA 30005
CONSTRUCTION
PROJECT NO —
ISSUE DATE 07-16 -15
CURRENT REVISION n
DESIGNEDBY BMP L
DRAWN BY BMP
CHECKED BY CAL
APPROVED BY JAC SHEET 2 of 8

�' KLE /NFELOER
� EXISTING 60' ROAD Bright People. Right So /Woos.
_ / , �
RIGHT OF WAY Ge , Clll* 6ma. s"rte zoo
"`" J `f �— Morrceiille NC 27560
ph- 91�155-5011
E B GRAIN CO -, INC.
PIN
936, 3874-12-6676 P + i
D B 936, PG 413 3
1��_ �R /� `�•::-- ''�' it
-1 I� f HARRELL FLOYD WAYNE
EXIUSTING PROPERTY PIN: 3874 -42 -6754
EXISTING 44' ROAD D B 1595, PG 942
BONDARY
"5N " RIGHT OF WAY
�' -"� _ I REVISIONS
REV DESCRIPTION D- CHK DATE
DWN APP
EXISTING
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(JURISDICTIONAL) f /� r �! NOTES SCALE VERIFICATION
WETLAND I LEGEND 1- EXISTING CONTOURS AND SURVEY PROVIDED BY THIS BAR IS IINCH IN LENGTH
ON ORIGINAL DRAWING
` / s , ! —120 EXISTING MAJOR CONTOUR 10'
fJJJ 1 % / / % ! ( ) LEWIS N COX, PLS., DATED 5 -29 -2015
EXISTING MINOR CONTOUR (2') G I"
EXISTING PROPERTY BOUNDARY 2 PARCEL INFORMATION: I
( EXISTING �, / _v ,_,.y.,r,_,.tiv,ti.,,. -,_ PROPERTY OWNER: DAVID ARNOLD WILLIAMS SR IF ITS NOT IINCH ON THIS
_ I / / ( r• EXISTING TREELINE
UTILITY POLE / �� -%~ ' PIN: 3874 -11 -5556 SHEET ACCORDINGL
/.-- EXISTING PAVED ROAD SCALES ACCORDINGLY
/ ` 125 /I r DEED BOOK: 00 -E PAGE: 2574
R/W EXISTING RIGHT OF WAY
OHE = — NOT BE IMPACTED = -OHE : - EXISTING OVERHEAD ELECTRIC 3 WETLANDS AND TAR- PAMLICO BUFFERS WILL
- EXISTING BUILDING SETBACK 100 50 0 100
EXISTING OVERHEAD EXISTING 50' STREAM BUFFER SCALE 1 INCH = 100 FEET
ELECTRIC LINE TYP // - / ° '- 4. ACCORDING TO FEMA FIRM #3720387400J, NONE
) !' / f _ -_ •rt - - EXISTING 30' STREAM BUFFER OF THE SUBJECT PROPERTY SHOWN LIES WITHIN ORIGINAL DRAWING SIZE IS 24236
/ ri lr _ - _ -_- _ - _ _ - -. - EXISTING NON - JURISDICTIONAL STREAM A FEMA DESIGNATED FLOOD HAZARD AREA.
EXISTING CONDITIONS
L� 1 ! = �• !f / —• 2 - ' BRENT MILGROM FARMS, LLC EXISTING JURISDICTIONAL STREAM
`O° EXISTING UTILITY POLE BATTLEBORO SOLAR SITE N O q PIN
/ / ! f EXISTING 50' y / D.B 1440, PG 369 I BATTLEBO55 PEARSALL STREET COUNTY, NC
T / f f f O EXISTING POLE LINE LENGTH BEARING
SURVEY BENCHMARK - _ qC/� /! STREAM BUFFER / _
NAD 83 LAT 36° 03' 17 06" N %' / / �'"� z • $ / EXISTING HYDRANT I Lt -74 81 N41 °29'51 "E _
NAD 83 LONG 77° 44'42.15" W L2 99.74 N46 °49'51 "E
NORTHING: 841169 3631' EXISTING 30' o EXISTING CONCRETE STRUCTURE ■
8 / L3 106 O6 N52 °48'01 "E 1�
s EASTING 2370954 4470' �\ STREAM BUFFER
UNITED
EXISTING CULVERT I L4 10000 I N59 °20'28 "E � RENEWABLE ENERGY
L5 I 100.00 I N65 °05'28 "E
I EXISTING WETLAND
I L6 I 100.00 I N71 °10'20 "E UNITED RENEWABLE ENERGY
WILLIAM PIPPEN MILGROM \ / I L7 I 233.93 I N75 °21'33 "E
PIN 3873-09 -9717 SURVEY BENCHMARK I LS 791 41 I S73 °34,26"W 5895 SHILOH ROAD, SUITE 104
ALPHARETTA, GA 30005
_ D B 1440, PG 375 ~ / L9 13880 S17 °54'26 "W
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CONSTRUCTION
PROJECT NO -
�` ISSUE DATE 07-16-151
CURRENT REVISION C_n
3 Y DESIGNED BY BMP I
3
DRAWN BY BMP
0
CHECKED BY CAL
APPROVED BY JAC I SHEET 3 of 8

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PIN 3874 -12 -6676
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GRAVEL ACCESS i - ",�^- ""'�^4'•'``^
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FENCE MIN 20' SETBACK
FROM ARRAYS GRAVEL ACCESS
ENTRANCE
_ EXISTING 44' ROAD
RIGHT OF WAY
CASSANOVA ALICA MARIE
PIN: 3874 -21 -8497
D B. 95 -E, PG. 087
HARRELL FLOYD WAYNE
PIN 3874 -42 -6754
D -B 1595, PG 942
LEGEND
EXISTING PROPERTY BOUNDARY
�w.-� -•- v- f-fv -r EXISTING TREELINE
r ...... . ............. PROPOSED TREELINE
' EXISTING PAVED ROAD
— — — — — — — — — PROPOSED CULVERT
R/w EXISTING RIGHT OF WAY
- — -OHE - — — -OHE - - EXISTING OVERHEAD ELECTRIC
— 1 p PROPOSED FENCE LINE
— — — — — — — PROPOSED LIMIT OF DISTURBANCE
- • — • — • — - — - - EXISTING BUILDING SETBACK
EXISTING 50' STREAM BUFFER
- - - - - - - - - EXISTING 30' STREAM BUFFER
--- -- -- -- -- -- -- -- -- - -- - -- EXISTING NON - JURISDICTIONAL STREAM
EXISTING JURISDICTIONAL STREAM
EXISTING UTILITY POLE
p EXISTING POLE
i EXISTING HYDRANT
❑ EXISTING CONCRETE STRUCTURE
EXISTING CULVERT
EXISTING WETLAND
GRAVEL ACCESS ENTRANCE
SUMMARY INFORMATION
DEVELOPMENT NAME: Battleboro Solar Site
DEVELOPER:
UNITED
United Renewable Energy
STREET ADDRESS: 5855 Pearsall Street
5895 Shiloh Road, Suite 104
PIN: 3874 -11 -5556
Alpharetta, GA 30005
TOTAL PARCEL ACREAGE: 35 17 Acres
(678) 881 -0014
EXISTING USE: Vacant Land
ENGINEER:
ZONING: N/A
Kleinfelder, Inc
PROPOSED USE: Power Generation Facility
3500 Gateway Centre Blvd , Suite 200
DRAWN BY
Morrisville, NC 27560
PROPOSED LIMIT OF DISTURBANCE. 30 31 Acres
(919) 755 -5011
PROPOSED IMPERVIOUS AREA: 0 023 Acres
JAC I SHEET 4 of 8
PROPOSED IMPERVIOUS %. 0.07%
NOTES
1 EXISTING CONTOURS AND SURVEY PROVIDED BY
LEWIS N. COX, PLS , DATED 5 -29 -2015
2 PARCEL INFORMATION
PROPERTY OWNER: DAVID ARNOLD WILLIAMS SR
PIN: 3874 -11 -5556
DEED BOOK: 00 -E PAGE: 2574
3 WETLANDS AND TAR - PAMLICO BUFFERS WILL
NOT BE IMPACTED
4 ACCORDING TO FEMA FIRM tt3720387400J, NONE
OF THE SUBJECT PROPERTY SHOWN LIES WITHIN
A FEMA DESIGNATED FLOOD HAZARD AREA
KLE /NFELOER
\ . Bright People. Right solutions.
3500 Gaiaway centre aNa Sw1e 200
MoMSwlle NC 2]560
wNww 919-]55-5011
klainteltler com
REVISIONS
..I DESCR(PTiOY DSN CHK DATE
OWN APP
I
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I
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
N ON ORIGINAL DRAWING
0 '
1 I
IF ITS NOT 1 INCH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
100 50 D 1 D
SCALE 1 INCH= 100 FEET
ORIGINAL DRAWING SIZE IS 24 n 36
SITE PLAN
BATTLEBORO SOLAR SITE
5855 PEARSALL STREET
BATTLEBORO, EDGECOMBE COUNTY, NC
141UND
ITE
RENEVIABcE ENERGY
UNITED
RENEWABLE ENERGY
5895 SHILOH ROAD, SUITE 104
ALPHARETTA, GA 30005
CONSTRUCTION
I PROJECT NO
—
ISSUE DATE
07-16-151
I CURRENT REVISION - I
C-4
I DESIGNED BY
BMP I
DRAWN BY
BMP I
CHECKED BY
CAL
APPROVED BY
JAC I SHEET 4 of 8

BATTLEBORO SOLAR SITE STORM DRAINAGE COMPUTATIONS
INLETAREA Ic TIME OF CONC- IINTENSITY Cc (INLET) OFLOW QTOTAL UPPER LOWER PIPE
ACCESS ROAD CULVERT (ac) (min) (iNhr) (AREA) (CIS) FLOW (cts) SLOPE (Wk) Dtheo (in) SIZE (in) Vtuli (Wsec) LENGTH (k) INVERT (ft) INVERT (k) TOP EL (ft) MATERIAL I ' '
— EXISTING 50' / / `� /A Cc
PIPE 057 50 713 030 12 12 00136 76 15 61 5500 11675 11600 _ RCP I STREAM BUFFER x LEj' AEL ER
- - -- - G - 0 11500 I - RCP I / Bright People. Righ>Solutions.
PIPE 250 50 713 030 53 53 00125 134 15 59 4000 11550 EXISTING /E� ' / �'` / \ \_
PIPE 030 50 713 030 06 06 0.0125 60 15 59 4000 12450 12400 I _ RCP I STREAM BUFF
PIPE4 3200 280 367 030 352 352 00150 262 30 102 1000 12000 11985 I - HDPE I f
_ Gateway eeeae elw ,sane zoo
ALL DRIVEWAY CULVERTS MUST HAVE MINIMUM 1 F OF COVER t - M oms 41, NC 27560
Ph,m 91 ?755 -5011
PIPE 4 INTENSITY ADJUSTED BASED ON CALCULATED TIME OF CONCENTRATION. / / •/ / www wemeMe. rnte FS
'.. E B GRAIN CO, INC -- - x
i ! L 10 LF OF PERMANENT IMPACTS
PIN- 3874 -12 -6676 / l �� I = ��� EXISTING 44' ROAD / / AND 10 LF OF TEMPORARY
D B 936, PG 413 / �"'�"t�t t �a•<���'� ' RIGHT OF WAY / / / [
__ ! IMPACTS FOR EROSION /
- - ` "=`-� It CONTROL MEASURES AND
DEWATERING
PROPOSED
fp �/A v ✓� �� „ FLARED END G'
PROPOSED 24' -WIDE / ,c''�" ''f� _l F " EXISTING PROPERTY SECTION (TYR )
ACCESS GATE / r' „/ `
,� .r � �' BOUNDARY !` /'^ REVISIONS
/,. HARRELL FLOYD WAYNE / PROPOSED HOPE PIPE 4
lJ �[ PROVIDE MINIMUM VOF DSN CHK
EXISTING 60' ROAD cL� PIN 3874- 42 -b754 1
REV DESCRIPTION DATE
° b >''- D.B. 1595, PG 942 �� ® �' COVER OVER PIPE
RIGHT OF WAY j i i - -- x- `a' / �,\ SEE DETAIL BELOW FOR DWN APP
f PIPE/FENCE INSTALLATION
PROPOSED
HORSESHOE INLET Sj
PROTECTION (TYR)
04 40
r
EXISTING
CULVERT 'j / /� OFIPAVEMENTE 0\
/ PROPOSED
!! INVERTER (TYP) /
PROPOSED 24' -WIDE - ._! h..y.. ""= """w,u`- "r`"''� INSET A
f
ACCESS GATE -
«; 2D 10 0 20 I '
SCALE 1 INCH= 20 FEET �
�; 7 j' ` 1 - I /\• - -�., ti - `` t j 1 CASSANOVA ALICA MARIE
EXISTING STREAM '� PIN 3874 -21 -8497
EXISTING zta»,�;�11.^ \_ \ (NON - JURISDICTIONAL) D.B: 95-E, PG 087
}
r rry' tr`f,/I� , �;r>���"�ct:�UwtfiwzJ�l_., `�� •, .\ +I',h ;'s-\� ,� �' J�.'� -�« 'w—`�`i'� t
m •
�`" ,�t' 'T' ,,.,..,�»�y.`� \•t •�.(. � !� �.»r,...,e i fit I$� ;a
_ / }• \ -. ,i �•!I- :.�i .,— �..��.. (I✓t`'Jdi PROPOSEDFENCE -,
- A- T
4 4U
/y,'
° IL }j EXISTING STREAM BANKS
itrJv, �•` PROPOSED'" -" PROPOSED BACKFILL . - N
FILTER SOCK'- �y
u PROPOSED HOPE
- I r% PROPOSED RE V BE "
`� %• �„•„•� -- I ,, i r, >• STREAM CULVERT
Q- / - �= INSTALLED THROUGH CULVERT
EXISTING FOR SITE SECURITY
Q%
HYDRANT t� 11,4z'
fi �./
PROPOSED
i •/
} ..,,....- «......:.,,,yam" -.-J1 w.aR E.« `Fw'�'.r t ` <
^M _ = HDPE STREAM CULVERT WITH SECURITY REBAR
p � �`/ ,✓J @ .,c,su °,•-•,^m y� ,�. / /'ice Lam=' � f • NO SCALE
w .
,x` �' % EXISTING STREAM . //� k+9.�as ' • /
;"•"° '�i (JURISDICTIONAL) / ''-` �\\t EXISTING
a EXISTING I - WETLAND SCALE VERIFICATION
- »���� - a'a°° °^^"^ ""«w""�'� '•--- � THIS BAR 151 INCH IN LENGTH
° UTILITY POLE . ` /./ ` i % %r >'`
/' LEGEND ON ORIGINAL DRAWING
"� : ,•, %h...."'""' -.-�w - - - /�' -./ .�,..:.- -...,) r; , y -- -- 1 20 -- EXISTING MAJOR CONTOUR (10') ,_- EXISTING UTILITY POLE 1 1
— — — - EXISTING MINOR CONTOUR (2')
1 ZZ — ab EXISTING HYDRANT n•s NOT 1 INCH ON THIS
EXISTING LEASE BOUNDARY IF SHEET ADJUST YOUR
J I
�� SCALES ACCORDINGLY
r' 1 // • - r' - - - PROPOSED SOLAR - i`�'�" - ^:,:-- ,^rrrvrw�- -r:'. EXISTING TREELINE
rAft :1=xN I J'' ,tr ........ - `--- EXISTING CULVERT
ARRAY PV MODULES ,.� t, t I ,PROPOSED TREELINE
• „' =-µms / 1 / m ON GROUND �.,LL•,x,I Jh i -- - - -- -- EXISTING PAVED ROAD EXISTING WETLAND
' / MOUNTED RACKING ,✓ ' ! :;' - 100 so 0 100
-�- EXISTING OVERHEAD ./ / / SYSTEM( TYP.) )/ J )'. - ' -- —” <% N - - --- EXISTING RIGHT OF WAY , - - - I SCALE 1 INCH= 100 FEET
,,,t.:ecaalt SYSTEM TYP.m -- r
s T `F • 7L: /,- r / �' -., EXISTING OVERHEAD ELECTRIC
•, ,, , ELECTRIC LINE (TYP.) _ rb / r ORIGINAL DRAWING SIZE IS 24 x 36
/• EXISTING BUILDING SETBACK ^ - �%'`J�- GRAVEL ACCESS ENTRANCE
% ` GRADING, DRAINAGE AND EROSION
EXISTING 50' STREAM BUFFER CONTROL PLAN
€ ,% ..,y B•1` / / «�, ra „„ t tl'�• - — — -- — — — — - EXISTING 30'STREAM BUFFER BATTLEBORO SOLAR SITE
%? 'fir --\ R / •ex 'C -- - - - - -- -- - -- -- --- EXISTING NON - JURISDICTIONAL STREAM ^ PROPOSED HORSESHOE INLET PROTECTION (TYP)
d ,
EXISTING JURISDICTIONAL STREAM BATTLEBOROP DGECOM E COUNTY, NC
EXISTING 50'
/ / / / STREAM BUFFER �/ i` ( — — — — — — — — — PROPOSED CULVERT PROPOSED RIP RAP ENERGY DISSIPATER
PROPOSED FENCE LINE —� DIRECTION OF FLOW
PROPOSED LIMIT > f
OF DISTURBANCE �' a EXISTING 30' ' — — -- — -- — — PROPOSED LIMIT OF DISTURBANCE
s I �:�` STREAM BUFFER - E F-5 — FS PROPOSED FILTER SOCK "" U N IT E D
e , BRENT MILGROM FARMS, LLCi RENEWABLE ENERGY
i2 SEE INSET A NOTES (�
< (THIS SHEET) PIN 3874 -20 -8587
° ��i- t ' / / • D B 1440, PG 369 UNITED RENEWABLE ENERGY
EROSION CONTROL NOTES 1 EXISTING CONTOURS AND SURVEY PROVIDED BY
LEWIS N COX, PLS , DATED 5-29 -2015 5895 SHILOH ROAD, SUITE 104
1 ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH ALPHARETTA, GA 30005
�- ,� f ,` f NCDENR STANDARDS 2 PARCEL INFORMATION -
WILLIAM P873 -0 -9717 M "'" PROPERTY OWNER: DAVID ARNOLD WILLIAMS SR
� PIN 3873 -09 -9717 - ;\ ,1 = / -' CONSTRUCTION
D_B 1440, PG 375 \ -'� J • / '> 2 ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER PIN: 3874 -11 -5556
\\ q } WORKING CONDITION DURING THE PERIOD OF CONSTRUCTION DEED BOOK: 00 -E PAGE: 2574 PROJECT NO
PROPOSED PERMANENT i iSSUEDArE 07- 16-15
FENCE MIN 20' SETBACK �% PROPOSED 24' -WIDE 3 ADDITIONAL EROSION CONTROL MEASURES AND /OR MODIFICATIONS TO PROPOSED 3 WETLANDS AND TAR- PAMLICO BUFFERS WILL CURRENT REVISION -I r
' #• MEASURES MAY BE NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS. NOT BE IMPACTED �'1
FROM ARRAYS �J' i ACCESS GATE V
DESIGNED BY BMP
PROPOSED 4, THE TOTAL DISTURBED AREA IS 30 30 ACRES 4 ACCORDING TO FEMA FIRM #3720387400J, NONE DRAWN BY BMP
CONSTRUCTION - OF THE SUBJECT PROPERTY SHOWN LIES WITHIN CHECKED BY CAL
3 ENTRANCE 5 SEE C -6 & C -7 FOR EROSION CONTROL MEASURE DETAILS A FEMA DESIGNATED FLOOD HAZARD AREA
I APPROVED BY JACI SHEET 5 of 8

s
R
a
a
EXISTING
IRON PIPE
EXISTING
CULVERT
PROPOSED 24' -WIDE
ACCESS GATE
/
EXISTING t
TREELINE P
,4
EXISTING 60' ROAD
RIGHT OF WAY
E B GRAIN CO., INC
PIN 3874 -12 -6676 •�
D B. 936, PG 413 �RIW
/ «+EXISTING PROPERTY
PROPOSED 24' -WIDE / • - -- BOUNDARY
ACCESS GATE / •s�gPGK�>u�
S. /
F � / • 6vYY"v'
f � m
"$ao-- .tn'c'- r�ir r- r••q"`"13"i•'c y"" GC�C",I" �"�.'""'_... 0 I
'�� vv.' =�' . """'*^�U.E"•1':' ..' ' •tn- ":..w:CUY' .�-. �C -mil IC�
v
Q PROPOSED a.w�""�.,.�'�'`W= �:•=��
Ne
uumJ .
•\ EXISTING STREAM
- vv •� , ( NON - JURISDICTIONAL) "`�`I•�J -%Ji'µ `�'•ti�-r:»�"L^•- ',�a -S';
_ � �'� , vv �•• w: Gii: :.w�,.�«u.'wteraam�l.tciw;.�Fcl
c� {, !'ems PROPOSED r • • • �' ""•- '- -w.,.. I a
�.
m� _ '' =
1 TREELINE .99P' � ' v `�" PROPOSED TREE t nil �y0
CLEARING AREA
~ • 2 L ,I • • _ _ (TO BE CLEARED p
v ` O uricr.,?� .�.`?w.t,4r_-ru-.?cwy.rzi _ i - e• T'r"sE= BY MACHINERY) r�
EXISTING
HYDRANT
/ j v
Q� - --•-�- -- ,/ PROPOSED TREE b
r' - - r_.:.. %^. / • .a„ CLEARING AREA
. / `! (TO BE CLEARED BY '
EXISTING 0" '�1"""' +'"+3� ;/ f v, ` ` r`'' HAND, STUMPS TO
POLE «_ ».�.- .,_- -. r- i., -. „� �..... —•M'�` ] REMAIN, NO GRUBBING) ,
'1 EXISTING -- / - v v vv
STREAM ”- / / -`vv v EXISTING '•-.•_�
WETLAND! /�
'uw.. _ ....mom• Lenv 1 a `:!ii' ! S.
w— _ xu Flu E��� .:WCC# ?'G% f
EXISTING �-r» / / . +• -. -; : %,.;-- �-.: -_ /
�{ UTILITY POLE
/ v_ ��:: wc'T'',.�''- _^," -''`au / / B: �a":^ iu��l�._,mnnr- m"'*-- '•r,*I -"'ru -r,. "�_.•+•.'_. ","�„"rt.
�� � ��, —•� , / PROPOSED SOLARr
= :"ccd�C....ul...i:._.- ts. -..'}i <c..,w:kl. —•" / / :ti- •:; ='t'4T ARRAY PV MODULES fL`.i::`.t.�i. .11i1' ! r•
j
a- -T•G / / !.*--� 'c- -� - ON GROUND c. -: - --
MOUNTED RACKING
r EXISTING OVERHEAD =� / / / '!":":.""""`!'."7 SYSTEM (TYP.)( ,'tzr l
.r J- ELECTRIC LINE (TYP.)/
i'� 5 /S•B / / / u•� ?a::::i77 >sir. __iii '::i'.w :.ry???N3T°. a7; '?,:: '(�.u.& .-,3F:- fr'� •: G) .'.
r
EXISTING CONCRETE
` ,ti ryG'SF7. / ', EXISTING 50' .- `" -nte.t = -" �'^'�"1 ."y i / ,j BRENT MILGROM FARMS, LLC
MONUMENT / �� 8qC/� / - STREAM BUFFER ., „�,. Dl PIN 3874 -20 -8587
t / n 3/ D B 1440. PG 369
/
( - \� EXISTING 30'
STREAM BUFFER'
WILLIAM PIPPEN MILGROM� \,- / , PROPOSED 24' -WIDE
PIN 3873 -09 -9717 ACCESS GATE
D B. 1440, PG 375
PROPOSED LIMIT
OF DISTURBANCE
PROPOSED PERMANENT J
FENCE MIN 20' SETBACK
FROM ARRAYS
EXISTING EDGE
OFPAVEMENT
HARRELL FLOYD WAYNE
PIN 3874 -42 -6754
EXISTING 44' ROAD D B 1595, PG 942
RIGHT OF WAY
CASSANOVA ALICA MARIE
PIN 3874 -21 -8497
D B 95 -E, PG 087
LEGEND
— — EXISTING PROPERTY BOUNDARY
mow- m- Y- (vim- v- -•-rw- EXISTING TREELINE
rm- r .............. PROPOSED TREELINE
EXISTING PAVED ROAD
— — — — — — — — — PROPOSED CULVERT
R/w EXISTING RIGHT OF WAY
— — - OHE - — — - OHE - — EXISTING OVERHEAD ELECTRIC
PROPOSED FENCE LINE
— — — — — — — PROPOSED LIMIT OF DISTURBANCE
— - — - — — • — • — EXISTING BUILDING SETBACK
EXISTING 50' STREAM BUFFER
- — --- — — — — - EXISTING 30' STREAM BUFFER
- -- --------------- -- - -- EXISTING NON - JURISDICTIONAL STREAM
EXISTING JURISDICTIONAL STREAM
EXISTING UTILITY POLE
p EXISTING POLE
4 EXISTING HYDRANT
0 EXISTING CONCRETE STRUCTURE
EXISTING CULVERT
EXISTING WETLAND
t '~� GRAVEL ACCESS ENTRANCE
'.X PROPOSED TREE CLEARING AREA
vvvvvv
vvvvv (TO BE CLEARED BY MACHINERY)
-- PROPOSED TREE CLEARING AREA
` (TO BE CLEARED BY HAND, STUMPS TO
REMAIN, NO GRUBBING)
NOTES
1 EXISTING CONTOURS AND SURVEY PROVIDED BY LEWIS N COX,
PLS , DATED 5-29 -2015
2 PARCEL INFORMATION
PROPERTY OWNER' DAVID ARNOLD WILLIAMS SR
PIN: 3874 -11 -5556
DEED BOOK: 00 -E PAGE 2574
3 WETLANDS AND TAR- PAMLICO BUFFERS WILL NOT BE IMPACTED
4 ACCORDING TO FEMA FIRM #3720387400J, NONE OF THE SUBJECT
PROPERTY SHOWN LIES WITHIN A FEMA DESIGNATED FLOOD
HAZARD AREA
KLE /NFELOER
\ Bright People. Right Solutions.
\3500 /Gateway Ce.. 91M , S.. M.
Mom W NC 27560
Ph— 9147515011
www ua��roae� mm
REVISIONS
REV DESCRIPTION DSN CHKI unite
OWN APP
I I
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
N ON ORIGINAL DRAWING
0 V.
I I
■ IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
100 50 0 100
SCALE 1 INCH = 100 FEET
ORIGINAL DRAWING SIZE IS 24 x 36
TREE CLEARING PLAN
BATTLEBORO SOLAR SITE
5855 PEARSALL STREET
BATTLEBORO, EDGECOMBE COUNTY, NC
"OUNITED
RENEWABLLE ENERGY
UNITED RENEWABLE ENERGY
5895 SHILOH ROAD, SUITE 104
- ALPHARETTA, GA 30005
i
CONSTRUCTION
PROJECT NO —
ISSUE DATE 07 -1 &15
CURRENT REVISION 6
DESIGNED BY BMP
DRAWN BY BMP
CHECKED BY CAL
APPROVED BY JAC I SHEET 6 of 8

T
0
GATE DETAIL
B IRE
_MOrvDIrvG � CATE FRAME
j 16
7'L 1Y
_ I
e
CIu �TRUU ROD
I nADS
�I I
a wpo�'
CONCRETE TRUS,S�DVJ CEIRER DROi ROD `CEYTER SV.B
TIGHTENER A MOBE�Oi AGNT 1-1— T'APPROARMTELY
'T_ ABOVE GRAOEEE
COMPOST SILT SOCKS
/— 2 HEAD'NIGTH n'CGCEN
/ S'AK_RA,.EC iJ ONCW.9
/ LLI SOCY$
AREA TO RE I'ROEECIID
WORK AREA
SFCIION VIEW
SRI SO 5
117 Y DR I � Tf%CI L)
TOP VIEW
NO1Es
I,AL MATOIAl -10 MEO DES:O:I SPM ICADONS.- -____—
2 i;LT SOCKS EKL TO MEET A°PUCARON KE LTREMSI.
3 COMPOST MATERV.! 103= DS °ERSEC JN $ITE. AS
4 DETERMINED BY ENGINEER
TOGET
SEDIMENT TRAP STAKING DETAIL
COMPOST SOCK CONNECTION /ATTACHMENT
COMPOST FILTER SOCK
NO SCALE
CHAIN LINK FENCE
F-1*1RE
NOInG
TAHRIC TE
JJ✓ '
s I
1 LINE °OSi
o3o�ao /` osooa
T �EA.RC TD renO
1 FOOT BELOW
P, SHED GRADE
C CHAIN LINK FENCE AND GATE DETAIL
NO SCALE
MAINTENANCE
INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH
SIGNIFICANT RAINFALL EVENT (112 INCH OR GREATER)
REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS THE
COMPOST SOCK MUST BE REPLACED WITH A LARGER
DIAMETER OR A DIFFERENT MEASURE THE SOCK NEEDS TO
BE REINSTALLED IF UNDERMINED OR DISLODGED THE
COMPOST SOCK SHALL BE INSPECTED UNTIL !AND
DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE
MEASURE HAS BEEN PERMANENTLY STABILIZED
2 -3' CC -'SE A-,:RECRATE
i�
.. s- ...� .« .u.. x .«e. . raLVTF•- �.0 ...w ....... . ......... .... A ......+.
O GRAVEL ACCESS ENTRANCE SECTION
NO SCALE
EXISTING ROADWAY
j 20' MIN. MIN
' -. • ' ' r' CROSS SECTION
COSTING
ROADWAY _ CLEAN STONE (NO 57}', •-
PLAN
CONDITIONS WHERE m ew mw CONSTRUCTIDN y}e-
PRACTICE APPLIES �y mws.cw mu..s.. u 1.Ay SPEC6ICATO8IS
r mti p..mL rnvfnemn w�wu+ °r su w LT w cwt m e. m.aTe m.r au m�� mew m me pra w
DESIGN CRITERIA Asma m.-u.. m wrr .ea .rwur �.r,m. m m+r wer m . mt.,.< aay s °d.. N<ur wuee
L.qa • ""'
IMLNTENANCE ry« m ..mow s Nr wr. rr.
m- www
`�. a°.n�: vmtm .s ,..+.�°mM1• mu .....mw <., mAc+s -LS. �I..ow. ..n... s.`
mow.. o:.u..ti o+w.ntir�wer••�<
.. r r r. ww.R .m. co.n.• <.m � Nm
O STANDARD CONSTRUCTION ENTRANCE
NO SCALE
KLE /NFELOER
\, Bright People. Right Solutions.
3S G— ,yC-- ,SYIt22W
M,, AIB NC 27560
Ph 9147555011
IJe nrelJer mm
REVISIONS
DSN CHKI
REV DESCRIPTION DATE
OWN APP
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ONO IGNAL DRAWING
0 "
I I
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
100 so 0 100
SCALE 1 INCH = 100 FEET
ORIGINAL DRAWING SIZE IS 24 A 36
DETAILS
BATTLEBORO SOLAR SITE
5855 PEARSALL STREET
BATTLEBORO, EDGECOMBE COUNTY, NC
W- UNITED
RENEWABLE ENERGY
I 1 _
UNITED RENEWABLE ENERGY
5895 SHILOH ROAD, SUITE 104
ALPHARETTA, GA 30005
CONSTRUCTION
PROJECT NO —
__ __ _
I o5ue uAle u. -IO _ � 1
CURRENT REVISION I ^ 7
I DESIGNED BY BMP I lV I/
DRAWN BY BMPI
CHECKED BY CALI
APPROVED BY JAC I SHEET 7 of 8

i
5
a
Iz
C.
g
i
8
/
CLASS t RIP RAP (SEE SECTION THRU BASIN BELOW)
R;P FAR HEADWALL
PS WASH / STONE 14- THICK z 3' -0- HIGH MINIMUM
PERSPECTIVE VIEW
NO SCALE
AREAS TO SE DISTURBED SEDIMENT STORAGE
(CUT, FILL, ETC) FLOOD STOWAGE ZONE RIP HAP
d. HEADWA L
I 1 1
\ ( t I WVERT NATURAL GROUND
Ali \` 15 i
____-
^i CLASS i RIP -RAP
U.S. IMENT DEPTH
45 WASHED STONE
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
NO SCALE
STANDARD HORSESHOE INLET PROTECTION
NO SCALE
SEEDBED PREPARATION
Convanuonal Seeding
1 Cordraclor shag prepare a seedbed. taking pre to romme ob tladeddebns/nacks and smooth Me Seedbed as
needed
2 Contractor shall prepare a seedbed to a mmlmum depth of 3-4 males The seedbed should be fine, ral twely
free of Competing vegetation and contain enough fine sot particles for unhurn shallow coverage of Me seed as
woil as contact wIM molslure and -Ments As a general rule, a seedbed Is firth rvhen an acuirs (ootpnnt rs no
more than one -half mch deep
3 Tillage should be limited to the mmlmum number of and disturbing operations needed b prepare a seedbed
4 If recent tillage opeatione have resulted In a Bose surface, addibonal roughening may not be required, except to
break up large clods If rainfall poses the surface to become soaked or vested, kioe ni it just prior to Seedrtg Sy
disks g, mug, harrowing, or other wltable methods Groove or funow slopes Steeper Man 3 1 on the contour
before seedmg
5 On gelds where the predommant slope o greater than 8 %, all hllege and planting operations must be on a
Contour and Beetling will be done wM the use of a companion (nurse) Crap or by leaving at least 30% of the Crop
residua on Me wrface after planting Small grams should be planted no more than i Inch deep, and grasses and
legumes no more than 112 mch Broadcast seed must be Covered by raking or chain dragging, and then lightly
turned with a roller or cuMpacker
6 Dnl A grass aril I, the best method of seeding on level and doping area,, but Me preferred method will depart
on slope and Rullbons of Me planting sde If Me drat does not Have a packer wheel system, a cultipacker or
roller Shedd be bailed behind Grass and legume seed shall be drilled un,fwmly over Me area at o depth of /. to
c Inch using a grassland drill, grain dnn with press wheels, oun packer seeder, or by broadcasting and rolling or
ulbpacking before and after broadcasting the seed
7 Broadcast: Seed may be broadcast by using whirlwind or end gate seeders Cover seed with %mch of soli or
Tess Rol, culbpack or use some other suitable method N firm seedbed before and after seeding
8 No-Ml l Cmsidembons Contractor shall Consider Me use of no4til Planting methods to establish forage plants on
land subject to erosion, to censerve son mmsture and organic matter or on stony fields where convmbonal
blage methods will result m many surfaco stones and Significant labor When no-tribng Into established sods,
chemical Contra of the sod should be ached Me year prior b the Beetling
Ee
SOIL AND FERTILIZER RECOMMENDATIONS
APPLY SOILAMENDMENTSAT RATES AS DETERMINED BY LABORATORY SOIL ANALYSIS OF
SOILS AT THE JOB SITE
PERMANENT SEED SPECIES MIXTURE AND RATES OF APPLICATION OPTION A
Scenes Rate (POUnds/ACre) Oobmal Seedlna Dates
SRF SheepMaster Stand BGC 27 4115 -6130
[Blend Indudes Bermuda Grass Coastal & Crabgrass (Red River or Mojo)]
PERMANENT SEED SPECIES MIXTURE AND RATES OF APPLICATION OPTION B
Species Rate fPoundSfAcml Oobmal Seedmm Dates -
SRF SheepMaster CBG 70 8115 -4/15
[Includes 80% Rugged, Endophyle From Tag Fescue 20% Annual Rye gem)
TEMPORARY SEED SPECIES MIXTURE AND RATES OF APPLICATION
Species Rate Wounds/Acm) Optimal Send— Dates
Millet (Brown Top or Food) 15 4115 - 8115
Sudargmss 1s 415 -8115
SEEDING SCHEDULE
WEED CONTROL
Contractor shall identify weed problems end idrimfled wnetl problems
shall be controlled prior to seeding For wshc de udormation or
nocommumdations contractor shall contact Me farm site s local
Exte Sion Agent- Contrector shall give Wooly to Mang a companion,
pop as fire Preferred weed ceniml Strategy where weeds may
be . coricem
TIME OF SEEDING
Contractor shall Complete seeding during the optimum seeding
periods designated for the specified image type Contractor shall
specify the specific date that Provides for a successful seeding taking
into conslderatlon geographic location, elevation, exposure, prevadmg
rtromturn and temperature condmons Dlscussmn with Me landowner
regarding Me physical chareemmi lrs of the sght win prove helpful
MANAGEMENT FOR ESTABLISHMENT YEAR
Cmmoontr shall not graze or al forage plants until sufficient plant
height Is established (refer to image plant Technical Guides) First
Year cutting should he mimmal Weed compebbw can be mmunced
by comfiLl use of sickle bar, flail mowers or targeted grazing If
wing contractor shall dip Me area with the mower set high to avoid
cutting the seedlings yet to Bull be eftecWe in removing the shading
effect of the weeds
OUTLET
Do
3Do
La
W I
RIP RAP
d
LASSA
CRIPRAP
PIPET
15"
375'
S
37S
g.
KLE /NFELOER
PIPE
1S
375'
S'
375'
CLASS
g"
- Bright People Right Solutions,
RIPRAP
CLASS A
]500 Gateway Centre 91vd , Suite 200
PIPE
is-
375'
S'
375'
RIPRAP
9"
MpmSHle NC27560
Phone [phone]
www keinfelder mm
TYPE A
PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL
`
12 0-- _ _
J_
SEtibr Aa.
4EmaMaF iI1NfIa4EA 0[ 0R4Ep OaMI¢ TRIER
(s• 1Hl - Lh) W flan 410!4 @ENWlrrre W1LIa�
NOTES:
S0( (8") INCHES.
(2) d t - V ABOVE MAXNUY TALWATER OR TOP OF CHANNEL BANK
(WHCNEVOt IS LESS)
(3) Leta LENGTH OF RIPRAP APRON. (TO OBTAIN Lo, USE RO. 8.08,
FOR TYPE A INSTALLATION AND FIG. 806b FOR TYPE B.) REFER 70:
NCDENR - --- .
G RIP RAP ENERGY DISSIPATER DETAIL
NO SCALE
Heres, N:s�Pee /
_ I
swlr+nas><
�� 9L0PE SCALE VERIFICATION
s.s,Q �ppFF.BtRms,�tnm
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
C TYP. DRIVEWAY CULVERT DETAIL
NO SCALE F ITS NO i INCH ON
ETADJUSTYY UR IS
S ECALES ACCORDINGLY
100 50 0 100
SCALE 1 INCH = 100 FEET
ORIGINAL DRAWING SIZE IS 24 x 36
DETAILS
BATTLEBORO SOLAR SITE
5855 PEARSALL STREET
BATTLEBORO. EDGECOMBE COUNTY, NC
PROPOSED FENCES
UNITED,
RENEWABLE ENERGY
PROwsEm eACxFaLs ExISnNGSmEAM eANxs UNITED RENEWABLE ENERGY
PRO POS'c0 REBAR TO BE ? HDPE STREAM
NSTALLEO THROUGH CULVERT - 5895 SHILOH ROAD, SUITE 104
CULVERT FOR SITE
U_ ALPHARETTA, GA 30005
sFO r
CONSTRUCTION
i PROJECT NO =I
CHDPE STREAM CULVERT WITH SECURITY REBAR I ISSUE DATE 07 -iG15
NO SCALE I CURRENT REVISION I (1
DESIGNED BY BMP i j`J�
DRAWN BY BMPI
CHECKED BY CAL
APPROVED BY JAC I SHEET 8 of 8