20150832 Ver 1_401 Application_20150815

(000- 0AER
Bright People. Right Solutions.
August 12, 2015
Mr. Chester Bigelow
USACE Washington Regulatory Field Office
2407 West Fifth Street
Washington, North Carolina 27889
RE Winton solar site (Oak Villa)
Dear Sir,
20150832
Kleinfelder is submitting a Pre - construction Notification for your consideration in issuing the 404 permit
associated with a proposed solar array in Winton, Hertford County Jurisdictional stream impacts result
from the replacement of an existing culvert that has ceased to function as designed
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 amviames(o)kleinfelder.com
Regards,
W M10
Amy James, PWS
Staff Professional II
Joshua A Crumpler, PE
Project Manager
Attachments
1 — Pre - construction Notification
2 — Signed Agent Authorization Form
3 -- Jurisdictional Determination Plat
4 — Construction Plans
cc: N 4®vision1 ofVBVatef ResourceslIVBSCPunit_
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
1 "11 DWQ project no
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
J
la
Type(s) of approval sought from the
Corps ®Section 404 Permit El Section 10 Permit
1 b
Specify Nationwide Permit (NWP) number. 3 or General Permit (GP)
number
1c
Has the NWP or GP number been verified by the Corps?
® Yes ❑ No
1
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
For the record only for Corps Permit
because written approval is not required? Certification
® Yes ❑ No
❑ Yes ® No
If
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
❑ Yes ® No
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
1g
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
® Yes ❑ No
below
1h
Is the protect located within a NC DCM Area of Environmental Concern (AEC)?
I ❑ Yes ® No
2.
Project Information
2a
Name of project. Winton solar site
I
J
2b
County I Hertford
J
2c.
Nearest municipality / town I Winton
l
2d
Subdivision name I not applicable
2e.
NCDOT only, T I P or state
project no.
3.
Owner Information
1�
3a.
Name(s) on Recorded Deed Oak Villa Farms
2015
3b
Deed Book and Page No Deed Books 757 & 45, Pages 697 & 506
1 D^ Ord 7
3c
Responsible Party (for LLC if I
Chris Killenburg
applicable)
3d
Street address 1 403 N Main St
J
3e
City, state, zip I Winton, NC 27986
3f.
Telephone no
3g
Fax no I
—
3h
Email address I
I
1

4. Applicant Information (if different from owner)
4a. Applicant is-
❑ Agent ® Other, specify: LLC holder
4b
Name.
Chris Killenberg
4c.
Business name
(if applicable) -
Community Energy Solar, LLC
4d.
Street address-
151 E. Rosemary St, Suite 202
4e
City, state, zip
Chapel Hill, NC 27515
4f.
Telephone no.-
919 967.7063
4g
Fax no
4h
Email address
chns killenberg @communityenergyinc com
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
amylames @kleinfelder.com
2

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no (tax PIN or parcel ID):
1b Site coordinates (in decimal degrees)*
1c Property size -
2. Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
proposed project
2b Water Quality Classification of nearest receiving water
Latitude 36.376264 Longitude. - 76.938389
(DD DDDDDD) ( -DD DDDDDD)
153 acres (88 3 acres in project limits)
Deep Creek
C,NSW
2c River basin I Chowan
3. Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
The site is located just outside the small town of Winton and is currently being used for agriculture Land use in the
project vicinity is primarily commercial timber land, agriculture, and low density residential development
3b List the total estimated acreage of all existing wetlands on the property.
0
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
930 linear ft
3d Explain the purpose of the proposed project
The project's purpose is to install a ground- mounted solar photovoltaic array.
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
equipment/inverter pads and perimeter fencing Typically, for ground - mounted solar systems, the panels are installed
2' to 3' above grade and mounted on a steel -frame racking system supported by posts which are driven into the
ground. Additionally, an existing culvert under the property's gravel access road is no longer functioning correctly,
therefore, it will be replaced and lengthened slightly to mitigate problems in the future
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 aqgregate to be used on temporary construction entrances /permanent driveway entrances
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ® Yes ❑ No ❑ Unknown
Comments.
4b. If the Corps made the jurisdictional determination, what type I El Preliminary ® Final
e
of determination was mad
4c If yes, who delineated the jurisdictional areas? I Agency /Consultant Company Terracon
Name (if known) Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
July 7, 2015 (see attached plat)
3

S. Project History
5a Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes, explain in detail according to "help file" instructions
6. Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b. If yes, explain
M

C. Proposed Impacts Inventory
1. Impacts Summary
la 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 impact Type of wetland Forested Type of jurisdiction Area of impact
Permanent (P) or (if known) (acres)
Temporary (T)
Site 1 ❑ P ❑ T Choose One I ❑ Yes ❑ Corps
2g. Total wetland impacts X Permanent
X Temporary
2h Comments
❑ No
❑ DWQ
Site 2 ❑ P ❑ T
I Choose One
❑ Yes
❑ No
❑ Corps
❑ DWQ
Site 3 ❑ P ❑ T
Choose One
❑ Yes
❑ Corps
- - -
❑ No
❑ DWQ
Site 4 ❑ P ❑ T
Choose One
❑ Yes
❑ Corps
Type of
Average Impact length
❑ No
❑ DWQ
Site 5 ❑ P ❑ T
Choose One I
❑ Yes
❑ Corps
(Corps -
width
❑ No
❑ DWQ
Site 6 ❑ P ❑ T
Choose One
❑ Yes
❑ No
❑ Corps
❑ DWQ
2g. Total wetland impacts X Permanent
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 impact
Stream name Perennial
Type of
Average Impact length
number -
(PER) or
jurisdiction
stream (linear feet)
Permanent (P) or
intermittent
(Corps -
width
Temporary (T)
(INT)?
404, 10
(feet)
DWQ —
non -404,
other)
Site 1 ® P ❑ T Fill
UT to Deep Creek ® PER
❑ INT
® Corps
❑ DWQ
12
6
Site 2 ❑ P ® T Erosion Control /De-
Watering
I UT to Deep Creek ® PER
❑ INT
El Corps
❑ DWQ
12
20
Site 3 ❑ P ❑ T
I ❑ PER
❑ Corps
❑ INT
❑ DWQ
Site 4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Site 5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Site 6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts I 6 Perm
20 Temp
5

31 Comments -
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 waterbody
impact number — (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T F
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts X Permanent
X Temporary
4g Comments*
5. Pond or Lake Construction
If pond or ake construction proposed, then complete the chart below
5a 5b 5c. 5d 5e
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond F
to
Feodod Filled Excavated d Filled Excadvate Flooded
e
d
P1
P2
5f. Total
5g. Comments:
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no:
51 Expected pond surface area (acres)
5j Size of pond watershed (acres).
5k Method of construction,
R

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? I ❑ Catawba ❑ Randleman
6b 6c. 6d 6e. 6f 6g
Buffer impact
number — Reason for impact
Buffer
Permanent (P) or
Stream name mitigation
Temporary (T)
required?
B1 ❑P ❑T
I El Yes
❑ No
B2 ❑P ❑T
❑Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h Total buffer impacts
6i Comments
i
7
Zone 1 impact Zone 2 impact
(square feet) (square feet)

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Minimal grading is required on -site; additional culvert length is only 6 ft ; 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.
Stream banks will not be cleared of vegetation; all land disturbing activities will be conducted in accordance with
NCDENR standards, at the culvert's downstream end, a temporary rock check dam will be used during construction for
erosion control, 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). ❑ DWQ ❑ Corps
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
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type
Quantity
4a Approval letter from in -lieu fee program is attached ❑ Yes
4b Stream mitigation requested linear feet
4c If using stream mitigation, stream temperature ❑ warm ❑ cool
4d Buffer mitigation requested (DWQ only) square feet
4e Riparian wetland mitigation requested acres
4f Non - riparian wetland mitigation requested* acres
4g Coastal (tidal) wetland mitigation requested acres
4h Comments
5. Complete if Using a Permittee Responsible Mitigation Plan
❑cold
5a If using a Permittee responsible mitigation plan, provide a description of the proposed mitigation plan
1
8

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 I 3 (2 for Catawba)
Zone 2 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
I

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
lb If yes, then is a diffuse flow plan included? If not, explain why.
Comments.
2. Stormwater Management Plan
2a What is the overall percent imperviousness of this project?
2b Does this project require a Stormwater Management Plan?
❑ Yes ® No
❑ Yes ❑ No
1%
❑ Yes ® No
2c If this project DOES NOT require a Stormwater Management Plan, explain why: The amount of impervious surface will not
appreciably increase, as ground- mounted solar 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? Not applicable
❑ 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
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
attached? Due to the negligible increase in impervious area, no stormwater ❑ Yes ® No (see comment)
management plan is required
5. DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the armropnate requirements? n V.. n rv. rwa
5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A
10

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ® No
use of public (federal /state) land?
lb 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 2B .0200)?
2b. Is this an after - the -fact permit application?
1■ - ► =m
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?
❑
5c. If yes, indicate the USFWS Field Office you have contacted Raleigh
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
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? ❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries EFH mapper
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 — Digital Flood Maps
Applicant/Agent's Printed Name
� /� Z
Joshua A Crumder, PE
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided )
12
8/12/2015
Date

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: 6909 -71 -4688 & 6906 -61 -6059
STREET ADDRESS: 100 NC Hwv 45 South, Winton, NC, 27986
PROPERTY OWNER: Elizabeth Wilson Jones (Partner, Oak Villa Farms)
PROPERTY OWNER: Margaret Newsome Jones (Partner, Oak Villa Farms)
The undersigned, registered property owners of the above noted property, do hereby authorize
Josh Crumpler, PE of Kleinfelder
(Contractor / Agent) (Name of consulting firm)
to act on our 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):
3 3 Tjjulvaep M ; rL; a, � 4vol /1. L 7--I-Y3
Telephone: q [q - S la a- 5-,1q,5
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature Al zed Signature
Date: Date:

'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDIC71ON OF SECTION 404
t OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
1 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE 1HIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORR' ENGINEERS LANDS DEt1p�EgTtUN MANUAL."
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1, ROBIN L. LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION, 1HIS MAP DOES NOT CONFORM TO GS.
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SURVEY WERE PERFOR 0 BET EN 1010612014 AND
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WETLAND DATA
PROJECT LIMITS AREA = 88.27 ACRES
JURISDICTIONAL STREAM LENGTH = 930 L.F.
WETLAND AREA WITHIN PROJECT LIMITS = 0
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105/04/15 REVISION: DATE CHANGED TO MARCH 13, 2015
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1730 Varsity Drive, Suite 500
Raleigh, North Carohno 27606
Phone: [phone], Fox. (919)233 -8031
NC FIRM# 1222
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Internet Site: http• / /www mckimcreed corn
PROJECT LIMITS AREA = 88.27 ACRES �r B
3,845,266L SO FT
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NOTE-
1 JURISDICTONAL FEATURES EXIST OUTSIDE OF 1HE
SURVEY /PROJECT LIMITS.
Ob
H 7AND DEI_WEATION SURVEY
of
TON SOLAR FARM, LLC
FOR
COMMUNITY ENERGY RENEWABLES, LLC
DATE, MARCH 13, 2015 SCALE: 1" = 400'
WINTON TOWNSHIP HERTFORD COUNTY NORTH CAROLINA
PROJECT # 6627 -0004
PROJ SVYR RLL
DRAWN 13Y RLL
F,EL D 6K R0911
COMP FILE VWi01- 66270004_BND DWG
SHEET # 1 OF 1
DWG. # :

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VICINITY MAP
NTS
PROPERTY OWNER OAK VILLA FARMS
PIN 6906 -71 -4688 & 6906 -61 -6059
DEED BOOK 757 & 45 PAGE 697 & 506
EROSION CONTROL SELF INSPECTION
1 THE PURPOSE OF SELF INSPECTION IS TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, INCLUDING
THE INSTALLATION AND MAINTENANCE OF MEASURES, AND THE PROVISION OF
GROUND COVER IN A TIMELY MANNER
2 ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING
SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION
PONDS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS,
ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS OF INLET
PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND
STABILIZATION METHODS OF OPEN CHANNELS MUST BE INSPECTED
3 A "SELF- INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
NCGS 113A -54 V MUST BE COMPLETED AN ALTERNATIVE IS TO MAKE NOTATIONS
ON THE COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
THAT IS KEPT ON THE PROJECT SITE
4 THE SELF - INSPECTION REPORT FOR LAND- DISTURBING ACTIVITY IS TO BE
COMPLETED AFTER EACH PHASE OF THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS COMPLETE THESE PHASES MAY INCLUDE
INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES,
S CLEARING AND GRUBBING OF EXISTING GROUND COVER,
COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS,
INSTALLATION OF STORM DRAINAGE FACILITIES,
°s COMPLETION OF CONSTRUCTION OR DEVELOPMENT,
ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION
5 THE RECORDS MUST BE MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR
AT THE SITE ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR ON
A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON THE
SITE ANY INSPECTION REPORTS SHALL ALSO BE MADE AVAILABLE ON THE SITE
6 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NCDENR, NCDOT
STANDARDS AND SPECIFICATIONS, AND ALL LOCAL, COUNTY, STATE AND FEDERAL -
LAWS AND REQUIREMENTS INCLUDING OHSA
(KL ADHR
21 FADEM ROAD ORIGINAL DRAWING SIZE IS 24 x 36
SPRINGFIELD, NEW JERSEY 07081 COVER
WINTON SOLAR SITE
908 - 988 -4453 NC COUNTY, N
WINTON, HERTFORD COUNTY, NORTH CAROLINA
SHEET
Bright People Right Solutions.
3500 GATEWAY CENTRE BLVD SUITE 200
COVER
21 GEHRLICH SOLAR AMERICA CORP
27 FADEM ROAD
MORRISVILLE NC 27560
NSTRUCTION
L
"ONE 919-7555011
WWW KLEI91 E 5O R 11
21 FADEM ROAD ORIGINAL DRAWING SIZE IS 24 x 36
SPRINGFIELD, NEW JERSEY 07081 COVER
WINTON SOLAR SITE
908 - 988 -4453 NC COUNTY, N
WINTON, HERTFORD COUNTY, NORTH CAROLINA
SHEET
DESCRIPTION
C-g1
COVER
21 GEHRLICH SOLAR AMERICA CORP
27 FADEM ROAD
KLE /NFELOER
C -2
EXISTING CONDITIONS PLAN
SPRINGFIELD, NJ 07081
�\ Bright People Right Solutlons.
C -3
SITE PLAN
CONSTRUCTION
3500 MOO GATEWAY CENTER 27560 BLVD
MORRISVILLE NC 27560
C-4 & C -5
GRADING, DRAINAGE, & EROSION CONTROL PLAN
PROJECT NO 20161010
O 919- 755 -5011 F 919 - 755 -1414
cu„ NC LICENSE # F-1 143
C —b
TREE CLEARING FLAN
ISSUE LA fE U7 -76 -20151
C-7 & C —V
DETAILS
I CURRENT REVISION 3I C 1
I DESIGNED BY BMP I 'v"
DRAWN BY IMP
CHECKED BY CAL I
APPROVED BY JBC I SHEET i of 8

N4
9915'
�r
EXISTING
UTILITY POLE
(TYP.) 1
D
EXISTING 60' ROAD
RIGHT OF WAY
EXISTING
PROPERTY
BOUNDARY
'a
EXISTING E
OF PAVE&
9 EXIS
36" 1
CULL
k$
a
S
i
A NC HWY 45 S S22 °01'28 "W
R 1-115.82'
�4. S35 °14'33 E ..
2 9.45' - - N64 °36'42W
RW _.S74 °20'36E - - - 144.95'
148.49' _�
47.79' S12 °04'14 "E
158.50'
Bos�3F N36 °07'16"W �
ELECTRIC OVERHEAD
NE (7YP.) - `r`qq, Sig° 555 °0 Si
2)3 �37F i 0 "g9.21'E 289'1 �B dqi
K EXISTING 1 ?�.�/ ? ?550• 5519
DISTRIBUTION f �- EXISTING -. \�\
POWER LINE n � - � � TREELfNE - , �
NIQ O>
Im
1 -
1 `1 EXISTING � -- N/F
24" C,1.1p - EXISTING
. . ou vnu
CULVERT " RCP PIN 6906 -71 -
46
S35 °79' > 6c CULVERT 757. Pc. 697
1 I y 1
1
f � 1
.. EXISTING PROPERTY
JURISDICTIONAL � i -
DC STREAM BOUNDARY (GIS) '
1
�y
3 W
�o
s� -
"s
,I-S50 °04';
128.47'
_ S37 °56'05 'E 3417.09'
LINE NOI SURVEYED (PLOTTED FROM ISIS) I a
1 .13
1
NIA NSF
to our V61A
I hl D.B. 7857, PG 6978 /
0 EXISTING i 1
DITCH 1
a
— EXISTING EXISTING LEASED � m
DITCH ; Q AREA; .
1
EXISTING
18" RCP
CULVERT
TI
— EXISTING DIRT �� ROAD (TYP.)
N36319.51 "W 3124.96' - -
I
S77 °5425W
75.33'
I
- - _!- - S47 °02'15 "W
- - - _ 138.36'
EXISTING ADJACENT
PROPERTY BOUNDARY
(TYP. )
1. EXISTING CONTOURS PROVIDED BY MCKIM &
KL E /NFEL OER
Bright People. Right Solutions.
LEGEND
- - -- - - -- EXISTING MAJOR CONTOUR (10')
05W(1ATEWAYCEN7REBLVD..SURE200
- - - -- -- EXISTING MINOR CONTOUR (2')
MORRISVILLE, NC 27580
PHONE. 91 }1556011
— - - - - — EXISTING PROPERTY BOUNDARY
WWM�ENFELDER.COM
------- - - - - -- EXISTING LEASE BOUNDARY
4. PARCEL INFORMATION:
- - -- - - -- - - EXISTING ADJACENT PROPERTY BOUNDARY
— — EXISTING PROPERTY BOUNDARY (NOT SURVEYED)
EXISTING TREELINE
PIN: 6906-71-4688 & 6906 -61 -6059
EXISTING PAVED ROAD
— — — — — — EXISTING DIRT ROAD
R/W EXISTING RIGHT OF WAY
- • • — • • — - — - - EXISTING JURISDICTIONAL STREAM
REVISIONS
- — — — - EXISTING DITCH
DSN CHK
- — - OHE - — — -OW - - EXISTING OVERHEAD ELECTRIC LINE
REV DESCRIPTION DATE
DWN APP
- - EXISTING DISTRIBUTION POWER LINE
CLIENT COMMENTS AND
w EXISTING UTILITY POLE
1 LOD ADJUSTMENrs 7- 70.2015
- EXISTING CULVERT
CHAIN LINK FENCE AND GATE
2 DETAIL REVISION 7-31-2015
I
3 CLIENT COMMENTS &52015
GENERAL NOTES
4 FENCEIGATE REVISION 8-07 -2015
1. EXISTING CONTOURS PROVIDED BY MCKIM &
CREED, DATED 01 -08 -2015.
2. CONTOURS WITHIN ARRAY AREA PROVIDED BY
MCKIM & CREED, DATED 01-08 -2015.
3. CONTOURS OUTSIDE OF ARRAY AREA
SUPPLEMENTED WITH NCDOT LIDAR.
4. PARCEL INFORMATION:
PROPERTY OWNER: OAK VILLA FARMS
PIN: 6906-71-4688 & 6906 -61 -6059
DEED BOOK: 757 & 45 PAGE: 697 & 506
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1'
I
IF ITS NOT 1 INCH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
200 100 0 200
SCALE: 1 INCH = 200 FEET
ORIGINAL DRAWING SIZE IS 24. 36
WINTON SOLAR SITE
100 NC HWY 45 S.
WINTON. HERTFORD COUNTY, NORTH CAROLINA
GEHRLICHER SOLAR AMERICA CORP.
21 FADEM ROAD
SPRINGFIELD, NJ 07081
CONSTRUCTION
PROJECTNO. 201610141
1 iSSUc DATE 07.i6.2015 j
1 CURRENTREVISION 3
1 DESIGNED BY BMP C
1 DRAWN BY BMP
1 CHECKED BY CAL
1 APPROVED BY JBC SHEET a of 6

EXISTING OVERHEAD I I
ELECTRIC
EXISTING UTILITY POLE PROPOSED UTILITY
I ..
EXISTING DISTRIBUTION POLE (TYP.)
POWER LINE
I
1
``— EXISTING LEASED
PROPOSED LIMITS I AREA, 86.27 ACRES
OF DISURBANCE
EXISTING -
TREELINE
I
I I
I a' NO TREES TO BE -
CLEARED WITHIN
PROPOSED 12' -WIDE ACCESS I JURISDICTIONAL PIPE 2 TO REPLACE EXISTING 20'
ROAD WITH 6" GRAVEL BASE. I _ STREAM BANKS. CULVERT SEE SHEET C -5 FOR .-
SEE SHEET C -7 DETAIL #7 I _ CALCULATION TABLE AND
Il PROPOSED JURISDICTIONAL STREAM
IMPACT INFORMATION
TREELINE (TYP.)
1 1 ,� ` EXISTING DIRT _
— ROAD (TYP.)
PIPE 1 SEE SHEET C -5 FOR
- CALCULATION TABLE I%
EXISTING •! Y�K�: _ _ -_ - - -� , PROPOSED DRIVEWAY JURISDICTIONAL STREAM ,�
ENTRANCE. SEE SHEET � "$,¢ ^.'`3 ; -,,.
C -7 DETAIL Its Sl�''.4 'n' �S- 5 ��1'l,Kr 12
ZA
PROPOSED
O
EXISTING 60' ROAD LAYDOWN AREA '' 'w�
- RIGHT OF WAY �5 4'0z�.r
' C a n
^fin
EXITING PROPERTY PROPOSED 24' -WIDE
BOUNDARY (GIS) ACCESS GATE, SEE
SHEET C -7 DETAIL #3
i O
$ D
A
D
a
EXISTING �\
a PROPERTY
BOUNDARY \\
C
3
5
i�
EXISTING EDGE
OF PAVEMENT
8
3
3
PROPOSED PERMANENT
FENCE MIN. 13' SETBACK ,� z• ask,
FROM ARRAYS. SEE `2 i
SHEET C -7 DETAIL #6p
3 vZx✓
EXISTING,"''
DITCH � 2
2�
0
14 101* 0
X.
z �y
'� r Kd PROPOSED SOLAR
'b ' !� ARRAY PV MODULES
ON GROUND "
MOUNTED RACKING .�
SYSTEM (TYP.)
a at;
"h
PROPOSED
INVERTER
LEGEND
EXISTING PROPERTY BOUNDARY
- -- EXISTING LEASE BOUNDARY
EXISTING ADJACENT PROPERTY BOUNDARY
- EXISTING PROPERTY BOUNDARY (NOT SURVEYED)
EXISTING TREELINE
- EXISTING PAVED ROAD
- - - - - - - EXISTING DIRT ROAD
- - - - EXISTING RIGHT OF WAY
- EXISTING STREAM CENTER
— • • — • • — • - — - • — EXISTING JURISDICTIONAL STREAM
EXISTING DITCH
EXISTING OVERHEAD ELECTRIC
EXISTING DISTRIBUTION POWER LINE
EXISTING UTILITY POLE
EXISTING CULVERT
— PROPOSED LIMIT OF DISTURBANCE
�.❑ ❑ PROPOSED FENCE
r. r r 1 r r 1 1. PROPOSED TREELINE
PROPOSED UTILITY EASEMENT
w PROPOSED UTILITY POLE
` PROPOSED ACCESS ROAD
PROPOSED LAYDOWN AREA
GENERAL NOTES
1. EXISTING CONTOURS PROVIDED BY MCKIM &
CREED, DATED 01-08-2015.
2. CONTOURS WITHIN ARRAY AREA PROVIDED BY
MCKIM & CREED, DATED 01 -08 -2015.
3. CONTOURS OUTSIDE OF ARRAY AREA
SUPPLEMENTED WITH NCDOT LIDAR.
4. PARCEL INFORMATION:
PROPERTY OWNER: OAK VILLA FARMS
PIN: 6906 - 714688 & 6906 -61 -6059
DEED BOOK: 757 & 45 PAGE: 697 & 506
SUMMARY INFORMATION
DEVELOPMENT NAME: WINTON SOLAR SITE
DEVELOPER:
STREET ADDRESS: 100 NC HWY 45 S
GEHRLICHER SOLAR AMERICA CORP.
PIN: 6906 -71 -4688 & 6909 -81 -6059
21 FADEM ROAD
TOTAL PARCEL ACREAGE: 153.15 ACRES
SPRINGFIELD, NJ 07081
TOTAL LEASED ACREAGE: 88.27 ACRES
[phone]
EXISTING USE: VACANT LAND
ENGINEER:
PROPOSED USE: POWER GENERATION FACILITY
KLEINFELDER, INC.
PROPOSED IMPERVIOUS AREA: 1.05 ACRES
3500 GATEWAY CENTRE BLVD. SUITE 200
- 007 -2015
MORRISVILLE, NC 27560
(919) 755 -5011
EXISTING
DITCH
PROPOSED PERMANENT
4' PEDESTRIAN GATE;
SEE SHEET C-7 DETAIL #4
KL E /NFEL OER
Bright People. Right Solutions.
3500 GATEWAY CENTRE BLVD 200
MORRISVILLE NC 27580
PHONE [phone]
YNNY EINFELDER.COM
REVISIONS
DSN CHK
REV DESCRIPTION
DATE
DWN APP
1 CLIENT COMMENTS AND
770 -2015
LOD ADJUSTMENTS
CHAIN LINK FENCE AND GATE
2
7 -31 -2015
DETAIL REVISION
3 CLIENT COMMENTS
8. 5-2015
4 FENCEIGATE REVISION
- 007 -2015
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
I
If I TS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
100 J%j(rI 0 100
SCALE: 1 INCH = 100 FEET
ORIGINAL DRAWING SIZE IS 24 x 36
WINTON SOLAR SITE
100 NC HWY 45 S.
WINTON, HERTFORD COUNTY, NORTH CAROLINA
GEHRLICHER SOLAR AMERICA CORP.
21 FADEM ROAD
SPRINGFIELD, NJ 07081
CONSTRUCTION
PROJECT NO 20181014
iuSUE GATE 07- 162015
CURRENT REVISION 3
DESIGNED BY BMP c_#
DRAWN BY BMP
CHECKED BY CAL
APPROVED BY JBC SHEET • of 6

5
f
0
d
-SF LEGEND
f NOTIFICATION OF COMBINED SELF - MONITORING - EXISTING MAJOR CONTOUR (10•) ? KLE /NFELOER
+ PROPOSED UTILITY -- EXISTING MINOR CONTOUR (2') Bright People. Right Solutions.
L EASEMENT AND SELF - INSPECTION FORM:
a EXISTING PROPERTY BOUNDARY
EXISTING OVERHEAD 1 THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO - EXISTING ADJACENT PROPERTY BOUNDARY
` ( ELECTRIC 35DD r4 AY CENTRE BLVD.. SLITS iO
1 REQUIRE THAT PERSONS RESPONSIBLE FOR LAND- DISTURBING ACTIVITIES EXISTING PROPERTY BOUNDARY (NOT SURVEYED) MORMSVIL E.W21
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT - - EXISTING TREELINE PHDNE 913 TS 11
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING WYnv ,LENEEWU COM
EXISTING UTILITY POLE FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS _ EXISTING PAVED ROAD
t TOOK EFFECT OCTOBER 1, 2010. EXISTING DIRT ROAD
ail _ EXISTING RIGHT OF WAY
EXISTING DISTRIBUTION 'Lj - TO SIMPLIFY DOCUMENTATION OF SELF- INSPECTION REPORTS AND NPDES — — — — — EXISTING JURISDICTIONAL STREAM
POWER LINE ; `.11 SELF- MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM.
EXISTING DITCH
THE SELF - INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY -
.I SELF - MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR - EXISTING OVERHEAD ELECTRIC
N" EXISTING DISTRIBUTION POWER LINE
PROPOSED LIMITS i CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF- INSPECTION REPORT IS
OF DISURBANCE {[ 3 THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION — - -- - - - - -- - -- -- PROPOSED LIMIT OF DISTURBANCE
1' CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS PROPOSED FENCE REVISIONS
111 SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT. AND CONTINUED PROPOSED UTILITY EASEMENT DS" CHK
UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE I REV DESCRIPTION DATE
ACCESSEDAT: HTTPY /PORTAL.NCDENR.ORGIWEBILR /EROSION PROPOSED TREELINE OWN APP
EXISTING SF — SF PROPOSED SILT FENCE CLIENT COMMENTS -11
1 i TREELINE IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE PROPOSED CULVERT t LOD ADJUSTMENTS 30 -2075
PROPOSED SILT m ` RALEIGH REGIONAL OFFICE AT (919) 791 -4200.
■ PROPOSED RIP RAP ENERGY DISSIPATER I CHAIN LINK FENCE AND GATE
FENCE t 2 DETAIL REVISION �-3t -2(115
I
PROPOSED HORSESHOE INLET PROTECTION
1 o PROPOSED SILT FENCE OUTLET 3 CLIENT COMMENTS B -52015
1 EXISTING UTILITY POLE
PIPE 1 9 i EXISTING CULVERT a F FJ
ENCGATE REVISION 6- oT -mts
SEE INSET A I
SHEET C -5 PROPOSED UTILITY POLE
1 1 _
1 PROPOSED ACCESS ROAD
w
PROPOSED 24'X 100' ROCK PROPOSED CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCE, I 1 PIPE 2 - PROPOSED SILT FENCE PROPOSED LAYDOWN AREA
SEE SHEET C -7 DETAIL #8 4 m
SEE INSET B OUTLET (TYP.). SEE
`�^ 1 SHEET C-5 EXISTING DIRT SHEET C -7 DETAIL #2 -
1 ROAD (TYP.)
- - _ - GENERAL NOTES
_ -- PROVIDED 8 C &
S iS - - -- - - - - _ 1. EXISTING CONTOURS PROVI E Y M KIM
1 EXISTING JURISDICTIONAL) h fir JS iS �S js iS JS — CREED, DATED 01 -05 2015.
WETLAND STREAM BANKS NOT I ;k �� n' "` - - — - - - - -- iS 2. CONTOURS WITHIN ARRAY AREA PROVIDED BY
fEXISTING ROAD TO BE CLEARED; SEE INSET B - _ , a� - MCKIM 8 CREED, DATED 01 -08 -2015.
RIGHT OF WAY ON SHEET C -5 FOR STREAM
IMPACT LENGTHS -. '1 ��� 5.. �y-� ✓ % - 3. CONTOURS OUTSIDE OF ARRAY AREA
"�y i f x - �� SUPPLEMENTED WITH NCDOT LIDAR.
'L , ,��
EXISTING fyp� F,xp"Y r `� '�-- �; -ti 4. PARCEL INFORMATION:
JURISDICTIONAL STREAM 1 v (f'��'�,*'''t�s - ',�,' h' _ y PROPERTY OWNER: OAK VILLA FARMS
y PIN: 6906 -71 4688 & 6906 -61 -6059
PROPOSED 1 < -��� ilk �r '� ' ' ' � DEED BOOK: 757 & 45 PAGE: 697 & 506
LAYDOWN AREA �I <� " r� I.
EXITING PROPERTY PROPOSED �" yJ� `.� „ h •�' c ira "�
UTILITY POLE 'i' •"+^ PROPOSED 12 NIDE ?'
BOUNDARY (GIS) '
>' ACCESS ROAD�� �;•
•- CONSTRUCTION SEQUENCE
- PROPOSED 24' -WIDE
ACCESS GATE, SEE O .is 1 1. OBTAIN NCDENR LAND DISTURBANCE PERMIT AND SCHEDULE A
O EXISTING 60' ROAD SHEET C -T DETAIL #3 - k" 4 y -. °� PRECONSTRUCTION MEETING WITH LAND QUALITY INSPECTOR.
x. RIGHT OF WAY
2. INSTALL CONSTRUCTION ENTRANCE, AND WHEN COMPLETE, INSTALL THE SCALE VERIFICATION
'_ tT. PERIMETER SILT FENCE. UPON COMPLETION OF INSTALLATION. IMMEDIATELY
kry _ THIS BAR IS 1 INCH IN LENGTH
PROPOSED PERMANENT r >y R �• ,u SEED, MULCH. AND ANCHOR EROSION AND SEDIMENTATION CONTROL
r' Yt £ airy j F ON ORIGINAL DRAWING
FENCE MIN. 13' SETBACK ;' �,F',. �r'C" �E rr. -`3 'x.• MEASURES. D t
> FROM ARRAYS, SEE - _ ^\\.� > rs., '� '` �'� --'' I
SHEET C -7 DETAIL #7 �� >r` ""T1` `� rr ° ?� :a ='� EXISTING 3. BEGIN CLEARING AND ROUGH GRADING OF SITE. ALL EXCAVATIONS
EXISTING PROPERTY i� ' - - ' - PERFORMED SHALL BE BACKFILLED WITHIN THE SAME DAY, WITH SPOIL IF IT'S NOT 1 INCH ON THIS
4,,k .�- �� DITCH PLACEMENT ON UPSLOPE SIDE. SHEET AwDSr YOUR
BOUNDARY :i 1�.'YJ•` / ' r � SCALES ACCORDINGLY
_ PROPOSED SOLAR
f - ARRAY PV MODULES 4. BEGIN FINISHED GRADING, FILLING, AND COMPACTION OF SITE.
F!
PROPOSED SILT FENCE (TYPE), ON GROUND
RACKING 5. INVERTER PAD GRADING AND TRENCHING WILL HAVE TEMPORARY GROUND 100 50 0 too
1e 5r SYSTEM COVER AT THE END OF EACH WORK DAY. SCALE: 1 INCH = 100 FEET
SEE SHEET C -7 DETAIL #1 ,t` c,` tra * (TYP.)
ORIGINAL DRAWING SIZE IS 24 n 36
Z
A- PROPOSED PERMANENT I 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH
4' PEDESTRIAN GATE; VEGETATION, STONE BASE COURSE, CONCRETE, ETC. SEE SHEET C-6 DETAIL 9
SEE SHEET C -7 DETAIL #4 N FOR SEEDING SCHEDULE
7. AFTER ESTABLISHMENT OF PERMANENT VEGETATION, REMOVE SILT FENCE WINTON SOLAR SITE
` * `t O I AND ANY REMAINING EROSION CONTROL MEASURES.
EXISTING `✓t'•' `fi > �,,. 100 NC HWY 45 S.
DITCH r - WINTON, HERTFORD COUNTY, NORTH CAROLINA
8. ALL DISTURBED AREAS TO BE STABILIZED AND GROUNDCOVER SHOULD BE
ACHIEVED WITHIN 14 WORKING DAYS FOLLOWING COMPLETION OR
/v .x�-r• �, �' I DEVELOPMENT, PER NPDES CONSTRUCTION STORMWATER GENERAL PERMIT
NCG010000.
EXISTING EDGE
VPROPOSED
N EROSION CONTROL NOTES
NVERTER
OF PAVEMENT ,'- _
5� (TyP) 2, I 1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH GEHRLICHER SOLAR AMERICA CORP.
LLt NCDENR STANDARDS. 21 FADEM ROAD
`N SPRINGFIELD, NJ 07081
''' '�lV 6r .k. `� .r. 5" w $.r
�. .� I � Kw a� r 2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER
I WORKING CONDITION DURING THE PERIOD OF CONSTRUCTION.
m',M, pry xy CONSTRUCTION
- '�.-'� 3. PLACE SILT FENCE OUTLETS AT LOW POINTS ALONG SILT FENCE AS NECESSARY.
- •` , , � �( F f. � Y 4 POSED PROJECT NO. u2016<014
L .;w I
I ISsuF DATE OT-1a.20151
- - - - -" -
MEASURES MAY BE .y.� M NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS. CURRENT REVISION 3
. ADDITIONAL EROSION CONTROL MEASURES AND /OR MODIFICATIONS TO PRO
I
DESIGNED BY BMP I
5. THE TOTAL DISTURBED AREA IS 35.31 ACRES.
DRAWN BY BMP
CHECKED BY CAL
- - -'- 6. SEE C-6 & C -7 FOR EROSION CONTROL MEASURE DETAILS.
— – _ APPROVED BY JBC I SHEET N of 6

"s
e
S
S
INSET A
20 10 0 20
SCALE: 1 INCH = 20 FEET
- EXISTING MAJOR CONTOUR (10')
\`\
PROPOSED RIP RAP
s
PROPOSED
GRUBBING IS TO TAKE
PLACE WITHIN THE
ENERGY DISSIPATER
BANKS OF THE
,'
WIDTH: 3.75'
\ LIMITS OF WETLAND STREAM
DISTURBANCE
_
LENGTH: 5'
Cc (INLET)
0TOTAL
Q FLOW FLOW SLOPE DtheD (in) SIZE (in)
THICKNESS: 9"
LENGTH
PROPOSED TEMPORARY CHECK DAM,
s SEE SHEET C -8 DETAIL #12
CLASS A RIP RAP
TOP EL (ft) PIPE
CULVERT
/ i
(In/hr)
(AREA)
25 RADII /
(ft/sec)
% PROVIDE MINIMUM 1'
OF COVER OVER PIPE.
/
(ft)
ACCESS ACROSS
l
D
DITCHIOVER PIPE TO
0.30
-
EXISTING J
JURISDICTIONAL \\ /
BE PROVIDED FOR
/
(
MAINTENANCE.
PROPOSED TEMPORARY
PIPE 2
72.94
HORSESHOE INLETS
0.30
PROPOSED
PROTECTION (TYP.), SEE -
'� -
15 "FES
SHEET C-8 DETAIL #10
- RCP
PROPOSED
ON VARYING TIME OF CONCENTRATIONS. PIPE 1 To = 10 MIN; PIPE 2 To = 52 MIN. WHERE To WAS DETERMINED USING THE KIRPICH
�a F
PIPE 1
5F 8 LF OF PERMANENT IMPACTS
NEW 36" FES AND 20 LF OF
/
TEMPORARY IMPACTS FOR
- EROSION CONTROL MEASURES - --
%\
r
` \
_ _
-
_ 1
PROPOSED 24'X 100' ROCK
CONSTRUCTION ENTRANCE,
SEE SHEET C-7 DETAIL 98J,
/
i
,n
EXISTING BYROAD
<\
RIGHT OF WAY
s
* A \
INSET A
20 10 0 20
SCALE: 1 INCH = 20 FEET
INSET B
20 10 0 20
SCALE: 1 INCH = 20 FEET
- EXISTING MAJOR CONTOUR (10')
\`\
NO CLEARING OR
s
PROPOSED
GRUBBING IS TO TAKE
PLACE WITHIN THE
._TREELINE
BANKS OF THE
,'
JURISDICTIONAL
\ LIMITS OF WETLAND STREAM
DISTURBANCE
_
I
INTENSITY'
Cc (INLET)
0TOTAL
Q FLOW FLOW SLOPE DtheD (in) SIZE (in)
VfUII
LENGTH
PROPOSED TEMPORARY CHECK DAM,
s SEE SHEET C -8 DETAIL #12
LOWER
INVERT
TOP EL (ft) PIPE
CULVERT
(ac)
(In/hr)
(AREA)
() (CfS) (wft)
(ft/sec)
(ft)
(ft)
(ft)
MATERIAL
l
D
6.25
0.30
-
EXISTING J
JURISDICTIONAL \\ /
2.35
STREAM -� ,",
PROPOSED '
I 36" FES
37.00
- RCP
PIPE 2
72.94
2.85 I
0.30
62.37 62.37 0.01 33.63 36.00
PROPOSED PIPE 2 TO
20.00
REPLACE EXISTING CULVERT
OF SAME LENGTH (20 LF)
29.25
- RCP
' INTENSITY IS BASED
ON VARYING TIME OF CONCENTRATIONS. PIPE 1 To = 10 MIN; PIPE 2 To = 52 MIN. WHERE To WAS DETERMINED USING THE KIRPICH
�a F
1�66�
5F 8 LF OF PERMANENT IMPACTS
NEW 36" FES AND 20 LF OF
TEMPORARY IMPACTS FOR
- EROSION CONTROL MEASURES - --
%\
AND DEWATERING-
:C
` \
_ _
-
_ 1
INSET B
20 10 0 20
SCALE: 1 INCH = 20 FEET
GENERAL NOTES
1. EXISTING CONTOURS PROVIDED BY MCKIM &
CREED, DATED 01 -08 -2015.
2. CONTOURS WITHIN ARRAY AREA PROVIDED BY
MCKIM & CREED, DATED 01 -08 -2015.
3. CONTOURS OUTSIDE OF ARRAY AREA
SUPPLEMENTED WITH NCDOT LIDAR.
4. PARCEL INFORMATION:
PROPERTY OWNER: OAK VILLA FARMS
PIN: 6906 - 71.4688 & 6906-61 -6059
DEED BOOK: 757 & 45 PAGE: 697 & 506
CONSTRUCTION SEQUENCE;
FOR PIPE IN JURISDICTIONAL STREAM
1. OBTAIN ALL REQUIRED LOCAL, STATE AND FEDERAL PERMITS.
2. HAVE ALL REQUIRED MATERIALS ON SITE PRIOR TO STARTING THE CULVERT
REPLACEMENT.
3. INSTALL NECESSARY EROSION CONTROL AND DEWATERING MEASURES.
4. EXCAVATE AND REMOVE EXISTING CULVERT.
5. INSTALL PROPOSED REPLACEMENT CULVERT, FLARED END SECTION AND
BACKFILL OVER CULVERT (PROVIDE AT LEAST 1' OF COVER OVER PROPOSED
CULVERT).
6. STABILIZE AREA, AND REMOVE DEWATERING MEASURES.
7. EROSION CONTROL MEASURES SHOULD REMAIN UNTIL THE SITE IS STABILIZED
AND PER THE OVERALL PLAN CONSTRUCTION SEQUENCE ON THIS SHEET.
NOTIFICATION OF COMBINED SELF - MONITORING
AND SELF - INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
REQUIRE THAT PERSONS RESPONSIBLE FOR LAND- DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS
TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF - INSPECTION REPORTS AND NPDES
SELF - MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM.
THE SELF - INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF - MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF- INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE
ACCESSED AT: HTTP: // PORTAL .NCDENR.ORG /WEB /LRIEROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE
RALEIGH REGIONAL OFFICE AT (919) 791 -4200.
LEGEND
-- -
- EXISTING MAJOR CONTOUR (10')
- --
-- EXISTING MINOR CONTOUR (2')
WINTON SOLAR SITE STORM DRAINAGE COMPUTATIONS
-- EXISTING PROPERTY BOUNDARY
- - - - -
-- EXISTING ADJACENT PROPERTY BOUNDARY
- - -
- EXISTING PROPERTY BOUNDARY (NOT SURVEYED)
ACCESS ROAD
INLETAREA
I
INTENSITY'
Cc (INLET)
0TOTAL
Q FLOW FLOW SLOPE DtheD (in) SIZE (in)
VfUII
LENGTH
UPPER
INVERT
LOWER
INVERT
TOP EL (ft) PIPE
CULVERT
(ac)
(In/hr)
(AREA)
() (CfS) (wft)
(ft/sec)
(ft)
(ft)
(ft)
MATERIAL
PIPE 1
1.23
6.25
0.30
2.31 2.31 0.01 9.77 15.00
2.35
40.00
37.50
37.00
- RCP
PIPE 2
72.94
2.85 I
0.30
62.37 62.37 0.01 33.63 36.00
9.15
20.00
29.50
29.25
- RCP
' INTENSITY IS BASED
ON VARYING TIME OF CONCENTRATIONS. PIPE 1 To = 10 MIN; PIPE 2 To = 52 MIN. WHERE To WAS DETERMINED USING THE KIRPICH
METHOD.
1�66�
PROPOSED CONSTRUCTION ENTRANCE
GENERAL NOTES
1. EXISTING CONTOURS PROVIDED BY MCKIM &
CREED, DATED 01 -08 -2015.
2. CONTOURS WITHIN ARRAY AREA PROVIDED BY
MCKIM & CREED, DATED 01 -08 -2015.
3. CONTOURS OUTSIDE OF ARRAY AREA
SUPPLEMENTED WITH NCDOT LIDAR.
4. PARCEL INFORMATION:
PROPERTY OWNER: OAK VILLA FARMS
PIN: 6906 - 71.4688 & 6906-61 -6059
DEED BOOK: 757 & 45 PAGE: 697 & 506
CONSTRUCTION SEQUENCE;
FOR PIPE IN JURISDICTIONAL STREAM
1. OBTAIN ALL REQUIRED LOCAL, STATE AND FEDERAL PERMITS.
2. HAVE ALL REQUIRED MATERIALS ON SITE PRIOR TO STARTING THE CULVERT
REPLACEMENT.
3. INSTALL NECESSARY EROSION CONTROL AND DEWATERING MEASURES.
4. EXCAVATE AND REMOVE EXISTING CULVERT.
5. INSTALL PROPOSED REPLACEMENT CULVERT, FLARED END SECTION AND
BACKFILL OVER CULVERT (PROVIDE AT LEAST 1' OF COVER OVER PROPOSED
CULVERT).
6. STABILIZE AREA, AND REMOVE DEWATERING MEASURES.
7. EROSION CONTROL MEASURES SHOULD REMAIN UNTIL THE SITE IS STABILIZED
AND PER THE OVERALL PLAN CONSTRUCTION SEQUENCE ON THIS SHEET.
NOTIFICATION OF COMBINED SELF - MONITORING
AND SELF - INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
REQUIRE THAT PERSONS RESPONSIBLE FOR LAND- DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS
TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF - INSPECTION REPORTS AND NPDES
SELF - MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM.
THE SELF - INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF - MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF- INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE
ACCESSED AT: HTTP: // PORTAL .NCDENR.ORG /WEB /LRIEROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE
RALEIGH REGIONAL OFFICE AT (919) 791 -4200.
LEGEND
-- -
- EXISTING MAJOR CONTOUR (10')
- --
-- EXISTING MINOR CONTOUR (2')
- -
-- EXISTING PROPERTY BOUNDARY
- - - - -
-- EXISTING ADJACENT PROPERTY BOUNDARY
- - -
- EXISTING PROPERTY BOUNDARY (NOT SURVEYED)
'
EXISTING TREELINE
- -
- - EXISTING PAVED ROAD
- - - --
EXISTING DIRT ROAD
- - - - - -
- EXISTING RIGHT OF WAY
- - - -
- EXISTING JURISDICTIONAL STREAM
2
- EXISTING DITCH
- -- - - - - - " -..
-- EXISTING OVERHEAD ELECTRIC
--- _ P-...r --
---- PROPOSED LIMIT OF DISTURBANCE
-- ., --
- PROPOSED FENCE
- - - -
- -- PROPOSED UTILITY EASEMENT
40
PROPOSED MAJOR CONTOUR (10')
38
PROPOSED MINOR CONTOUR (2')
' ._.
' _' PROPOSED TREELINE
5F SF
PROPOSED SILT FENCE
- - -- - - - - -- PROPOSED CULVERT
•
PROPOSED RIP RAP ENERGY DISSIPATER
PROPOSED HORSESHOE INLET PROTECTION
o
PROPOSED SILT FENCE OUTLET
--
EXISTING UTILITY POLE
-
EXISTING CULVERT
PROPOSED UTILITY POLE
-!^
PROPOSED ACCESS ROAD
1�66�
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED LAYDOWN AREA
CONSTRUCTION SEQUENCE
1. OBTAIN NCDENR LAND DISTURBANCE PERMIT AND SCHEDULE A
PRECONSTRUCTION MEETING WITH LAND QUALITY INSPECTOR.
2. INSTALL CONSTRUCTION ENTRANCE, AND WHEN COMPLETE, INSTALL THE
PERIMETER SILT FENCE. UPON COMPLETION OF INSTALLATION, IMMEDIATELY
SEED, MULCH, AND ANCHOR EROSION AND SEDIMENTATION CONTROL
MEASURES.
3. BEGIN CLEARING AND ROUGH GRADING OF SITE. ALL EXCAVATIONS
PERFORMED SHALL BE BACKFILLED WITHIN THE SAME DAY, WITH SPOIL
PLACEMENT ON UPSLOPE SIDE.
4. BEGIN FINISHED GRADING, FILLING, AND COMPACTION OF SITE.
5. INVERTER PAD GRADING AND TRENCHING WILL HAVE TEMPORARY GROUND
COVER AT THE END OF EACH WORK DAY.
B. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH
VEGETATION, STONE BASE COURSE, CONCRETE, ETC. SEE SHEET C-6 DETAIL 9
FOR SEEDING SCHEDULE
7. AFTER ESTABLISHMENT OF PERMANENT VEGETATION, REMOVE SILT FENCE
AND ANY REMAINING EROSION CONTROL MEASURES.
B. ALL DISTURBED AREAS TO BE STABILIZED AND GROUNDCOVER SHOULD BE
ACHIEVED WITHIN 14 WORKING DAYS FOLLOWING COMPLETION OR
DEVELOPMENT, PER NPDES CONSTRUCTION STORMWATER GENERAL PERMIT
NCG010000.
EROSION CONTROL NOTES
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH
NCDENR STANDARDS.
2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER
WORKING CONDITION DURING THE PERIOD OF CONSTRUCTION.
3. PLACE SILT FENCE OUTLETS AT LOW POINTS ALONG SILT FENCE AS NECESSARY.
4. ADDITIONAL EROSION CONTROL MEASURES AND /OR MODIFICATIONS TO PROPOSED
MEASURES MAY BE NECESSARY DEPENDING ON ACTUAL SITE CONDITIONS.
5. THE TOTAL DISTURBED AREA IS 35.31 ACRES.
6. SEE C-6 & C -7 FOR EROSION CONTROL MEASURE DETAILS.
(OK�LINF-,ELDAER
Bright People. Right Solutions.
]500 DA1A1 CENTRE BLVD.. SD ITE 200
MORRISVILLE, NC 27580
PHONE: 91 &7565011
W VAY.KLEINFELDER.COM
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 r
I
IF ITS NOT I INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
100 SD 0 100
SCALE: 1 INCH = 100 FEET
ORIGINAL DRAWING SIZE IS 24. 36
WINTON SOLAR SITE
100 NC HWY 45 S.
WINTON, HERTFORD COUNTY, NORTH CAROLINA
GEHRLICHER SOLAR AMERICA CORP.
21 FADEM ROAD
SPRINGFIELD. NJ 07081
CONSTRUCTION
PROJECT NO. 20761014
ISSUE DATE 07- 162015
CURRENT REVISION 3
DESIGNED BY BMP C
DRAWN BY BMP
CHECKED BY CAL
APPROVED BY JBC I SHEET #.1 6
REVISIONS
DEN CMK
REV
DESCRIPTION
DWN APP
DATE
7
CLIENTCOMMENTSAND
130 -2015
LODADJUSTMENTS
2
CHAIN LINK FENCE AND GATE
731 -2075
DETAIL REVISION
3
CLIENT COMMENTS
8 -52015
4
FENCE/GATE REVISION
&07 -2015
IT
I
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 r
I
IF ITS NOT I INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
100 SD 0 100
SCALE: 1 INCH = 100 FEET
ORIGINAL DRAWING SIZE IS 24. 36
WINTON SOLAR SITE
100 NC HWY 45 S.
WINTON, HERTFORD COUNTY, NORTH CAROLINA
GEHRLICHER SOLAR AMERICA CORP.
21 FADEM ROAD
SPRINGFIELD. NJ 07081
CONSTRUCTION
PROJECT NO. 20761014
ISSUE DATE 07- 162015
CURRENT REVISION 3
DESIGNED BY BMP C
DRAWN BY BMP
CHECKED BY CAL
APPROVED BY JBC I SHEET #.1 6

- ! PROPOSED UTILITY
EASEMENT
LEGEND
- - EXISTING PROPERTY BOUNDARY
EXISTING ADJACENT PROPERTY BOUNDARY
EXISTING PROPERTY BOUNDARY (NOT SURVEYED)
EXISTING TREELINE
! I •YYY -1 PROPOSED TREELINE
EXISTING PAVED ROAD
EXISTING DIRT ROAD
EXISTING RIGHT OF WAY
— EXISTING JURISDICTIONAL STREAM
EXISTING DITCH
EXISTING OVERHEAD ELECTRIC
EXISTING DISTRIBUTION POWER LINE
- -- - -- PROPOSED LIMIT OF DISTURBANCE
-- PROPOSEDFENCE
PROPOSED UTILITY EASEMENT
EXISTING UTILITY POLE
EXISTING CULVERT
PROPOSED UTILITY POLE
PROPOSED ACCESS ROAD
PROPOSED TREE CLEARING AREA
PROPOSED LAYDOWN AREA
GENERAL NOTES
1. EXISTING CONTOURS PROVIDED BY MCKIM &
CREED, DATED 01 -08 -2015.
2. CONTOURS WITHIN ARRAY AREA PROVIDED BY
MCKIM & CREED, DATED 01 -08 -2015.
3. CONTOURS OUTSIDE OF ARRAY AREA
SUPPLEMENTED WITH NCDOT LIDAR.
4. PARCEL INFORMATION:
PROPERTY OWNER: OAK VILLA FARMS
PIN: 6906- 71A688 & 6906 -61 -6059
DEED BOOK: 757 & 45 PAGE: 697 & 506
KL E /NFEL OER
Bright People. Right Solutions.
3500 GATEWAY CENTRE 6LYD. SUITE 200
MOlIWSVILLE, NC 2!560
PHONE 914!886011
W W W .KLEINFELOER.COM
SCALE VERIFICATION
THIS BAR S 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
I
IF ITS NOT 11NCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
100 50 0 100
SCALE: 1 INCH • 1D0 FEET
ORIGINAL DRAWING SIZE IS 24 a 36
WINTON SOLAR SITE
100 NC HWY 45 S.
WINTON, HERTFORD COUNTY, NORTH CAROLINA
GEHRLICHER SOLAR AMERICA CORP
21 FADEM ROAD
SPRINGFIELD, NJ 07081
REVISIONS
PROJECT NO.
20161014
ISSUE DATE
DSN CHK
REV
DESCRIPTION
DATE
DWN APP
1
CLIENT COMMENTS ANO
7- 30.2015
JBC SHEET 0 al 6
LOD ADJUSTMENTS
2
CHAIN LINK FENCE AND GATE
7.31.2015
DETAIL REVISION
3
CLIENT COMMENTS
&12015
6 I
FENC -GATE REVISION
807 -2015
SCALE VERIFICATION
THIS BAR S 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
I
IF ITS NOT 11NCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
100 50 0 100
SCALE: 1 INCH • 1D0 FEET
ORIGINAL DRAWING SIZE IS 24 a 36
WINTON SOLAR SITE
100 NC HWY 45 S.
WINTON, HERTFORD COUNTY, NORTH CAROLINA
GEHRLICHER SOLAR AMERICA CORP
21 FADEM ROAD
SPRINGFIELD, NJ 07081
CONSTRUCTION
PROJECT NO.
20161014
ISSUE DATE
07- 16- <015
CURRENT REVISION 3
DESIGNED BY BMP
DRAWN BY
SMP
CHECKED BY
CAL
APPROVED BY
JBC SHEET 0 al 6

a
c
Wa
0
i
=
NOTES
1 USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 114 ACRE AND NEVER- IN
AREAS OF CONCENTRATED FLOW.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3 64SPEGT SILT FENCES AT LEAST ONCE A WEEK
AND AFTER EACH RAINFALL MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
4 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
5. 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
O
MMNTENANCE
INSPECT SEDIMEYT FENCES AT LEAST ONCE A W EEK AND
AFTER EACH RAINFALL EVENT. MAKE ANY REWIRED
REPAIRS IMMEDIATELY SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE. YEAR DECOMPOSE, OR BECOME
INEFFECTIVE. REPLACE IT PROMPTLY REMOVE THE
SEDIMEW DEPOSI'S AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE WE TO AVOID
JNDERMI INGTI- EFENCEDURINGCLEN4I, REMOVEALL
FENCING MATERIALS AND UNS-ABLE SEDIMENT DEPOSITS
AND BRING TILE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA INS BEEN PROPERLY
STABILIZED.
STEEL POST
STONE BASE
IT W� WIRE FENCE
O.D.
SRT FENCE GEOT TLE FABRIC
PIPE FRAME
IIXT.JL STRENGTH F 4 STEEL
LINE WIRES
i POST SPAC'ND IS JSEO)
STONF
ETON E
g
••IR
•B'F'I.
' ��� 01
.4t.�•R•O`�0:
•141'
_ IUPSLOPE SIDE,
NO 57 WASHED $TONE.
ON GROUND
f
FOR ANCHOR WHEN SILT
1E TFE.-
FENCE IS PROTECTING
FRONT VIEW
CATCH BASIN.
MMNTENANCE
INSPECT SEDIMEYT FENCES AT LEAST ONCE A W EEK AND
AFTER EACH RAINFALL EVENT. MAKE ANY REWIRED
REPAIRS IMMEDIATELY SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE. YEAR DECOMPOSE, OR BECOME
INEFFECTIVE. REPLACE IT PROMPTLY REMOVE THE
SEDIMEW DEPOSI'S AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE WE TO AVOID
JNDERMI INGTI- EFENCEDURINGCLEN4I, REMOVEALL
FENCING MATERIALS AND UNS-ABLE SEDIMENT DEPOSITS
AND BRING TILE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA INS BEEN PROPERLY
STABILIZED.
STEEL POST
STONE BASE
T KT WOVEN VwRE FABRIC IF4 SPACING IS USED
O.D.
SRT FENCE GEOT TLE FABRIC
PIPE FRAME
IIXT.JL STRENGTH F 4 STEEL
II
i POST SPAC'ND IS JSEO)
STONF
ETON E
g
RL. SLOP=_ OR
FOR REPAIR OF SILT
ExRrNG GRADE
FENCE FAILURES. USE
_ IUPSLOPE SIDE,
NO 57 WASHED $TONE.
ON GROUND
f
FOR ANCHOR WHEN SILT
• •' GRADE
FENCE IS PROTECTING
`
CATCH BASIN.
TURN FILTER FABRIC
^ WIRE FENCE
INTO TRENCH
OPTIONAL IF B' STEEL
B —OUL T.RENCHANO
POST SPACING IS USED
C--T THOROUGHty
�?-- la•WIDEGB'JEEP MIN.
SIDE VIEW
TEMPORARY SILT FENCE
NO SCALE
FABRIC AREA - - TAR
3) STRANDS OF (FABRIC NOT SHORN N TAB
. IX
t' wTE POST COI95RNC 6 z r AEItnCAL RML
A STRAND LINE BBE
PAST /
•/ 1Pi B— 7
�F LATpI ,-
^
.C-
ONAL a ma
id RAL
`GUV.nIZm FT1+OnG REST 1 + I' caacrE
SIDE VIEW FRONT VIEW
NOTES
1. FOONRG RKDTH TO BE (I)x POST ININ. Axn OEPIN TO BE ]5 -. OPENING
Z. WT6 YAY BE MANUALLY W ELECIN Y OPERATED I
1HR000N
2A.- IQ"
-
C CANTILEVERED SLIDING GATE DETAIL
NO SCALE
C GRAVEL ACCESS ROAD SECTION
NO SCALE
�m.a/RML
dAGQ1Al RAIL
ail
u
STONE BASE
EXISTING SUBGRADE
C GRAVEL ACCESS ROAD SECTION
NO SCALE
�m.a/RML
dAGQ1Al RAIL
ail
u
1 INSPECT SILT FENCES OUTLETS AT LEAST ONCE A
WEEK AND AFTER EACH RAINFALL . MAKEANY
REQUIRED REPAIRS IMMEDIATELY
2. 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.
3. REMOVE ALL SILT FENCE OUTLET MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
I
TOP Of SIT FENCE 1
BEAT
ABC LEAST I
PRO '
VE TMETOPOG
THE WASHED STONE
(
I EACH VwILT�i S a�r+n WIREOREPaRSiLwEEKANDAI
z .:_.—I. AR NE AARY TO-1. A0EgMTE
1CRMGE uOLUME —YNE NEXT RNN AND TO-1. PRESSURE Cn
THEE —E. —CARE TOMM UNDERMNPRG ME FENCE DUANG
CL-
3 REMDVEAU.S-RNCEOLTIE AAYER- '- .UNBTN3lFSEDI —
DEPOORSANO BR:NO THE AREA TO GRADE ANC STNIL'ZE 1AFTER TAE
CONTRIBUTING —NAGE AREA W 9 BEEN PRCPER"' B =ABI'ZEO
LOCKABLE
FORK LATCH
1 =i
CONIC.
ENCASEMENT
(TYP.)
BS�ti1EYi
CAT OPENING SYSTEM Br:
UNEAP-OSCO MWEL HAC _
CALL SOC
MKINC R -3000/ Aw3adEAi 6 -
NNI -NEr BY TYP
g Ex
NOTE:
2 114' (11.5 GA.) GALVANIZED FENCING MESH SHALL BE USED. PEDESTRIAN GATE POSTS SHALL BE SCHEDULE 20
GALVANIZED STEEL POST NO WINDSCREENS OR PRIVACY SLATS SHALL BE INSTALLED.
C MAN GATE DETAIL
NO SCALE
1 SARS WIRE
1 - r1- 511111 TOP RAIL (TYP) 3 STRANDS ITYP)
1' -0• {'_ ± - - - I - I� --BARB W E MOUNTING ARMS
TO BE TILTED OUTWARD AT
Sp A WANGLE (TYP)
CJt" GALVANIZED 7 GA. COILED
FENCING MESH I TENSION WIRE
LINE POST(2')
> BRACE RAIL
m
TERMINAL POST (2 1f2-)
10' TO BE PLACED EVERY 300'
7 GA- COILED -,
TENSION WIRE
2• LINE POST) 3000 PSI CONIC.
TO BE DRIVEN ENCASEMENT
INTO SOIL - (TYP') _
NOTE.
2 1/4- (11 5 GA.) GALVANIZED FENCING MESH SHALL BE USED DOUBLE GATE POSTS SMALL BE SCHEDULE 40
GALVANIZED STEEL PIPE. TERMINAL POSTS SMALL BE SCHEDULE 2U GALVANIZED STEEL PIPE. LINE PUS TS SHALL
BE 065 GALVANIZED STEEL 7 GA. COILED TENSION WIRE TO BE INSTALLED ON TOP AND BOTTOM. NO PEDESTRAfN
GATES SHALL BE INSTALLED. NO WINDSCREENS OR PRIVACY SLATS SHALL BE INSTALLED,
O PERMANENT FENCE DETAIL
NO SCALE -
5'EEI FENCE POST
HIRE FENCE
HAROwARE CLOTH \
,
KL E /HEEL OER
O.D.
2.5• GATE POST
PIPE FRAME
FILTER ,•D R
II
FEN. GR. I _
STONF
ETON E
g
1 INSPECT SILT FENCES OUTLETS AT LEAST ONCE A
WEEK AND AFTER EACH RAINFALL . MAKEANY
REQUIRED REPAIRS IMMEDIATELY
2. 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.
3. REMOVE ALL SILT FENCE OUTLET MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
I
TOP Of SIT FENCE 1
BEAT
ABC LEAST I
PRO '
VE TMETOPOG
THE WASHED STONE
(
I EACH VwILT�i S a�r+n WIREOREPaRSiLwEEKANDAI
z .:_.—I. AR NE AARY TO-1. A0EgMTE
1CRMGE uOLUME —YNE NEXT RNN AND TO-1. PRESSURE Cn
THEE —E. —CARE TOMM UNDERMNPRG ME FENCE DUANG
CL-
3 REMDVEAU.S-RNCEOLTIE AAYER- '- .UNBTN3lFSEDI —
DEPOORSANO BR:NO THE AREA TO GRADE ANC STNIL'ZE 1AFTER TAE
CONTRIBUTING —NAGE AREA W 9 BEEN PRCPER"' B =ABI'ZEO
LOCKABLE
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1 =i
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BS�ti1EYi
CAT OPENING SYSTEM Br:
UNEAP-OSCO MWEL HAC _
CALL SOC
MKINC R -3000/ Aw3adEAi 6 -
NNI -NEr BY TYP
g Ex
NOTE:
2 114' (11.5 GA.) GALVANIZED FENCING MESH SHALL BE USED. PEDESTRIAN GATE POSTS SHALL BE SCHEDULE 20
GALVANIZED STEEL POST NO WINDSCREENS OR PRIVACY SLATS SHALL BE INSTALLED.
C MAN GATE DETAIL
NO SCALE
1 SARS WIRE
1 - r1- 511111 TOP RAIL (TYP) 3 STRANDS ITYP)
1' -0• {'_ ± - - - I - I� --BARB W E MOUNTING ARMS
TO BE TILTED OUTWARD AT
Sp A WANGLE (TYP)
CJt" GALVANIZED 7 GA. COILED
FENCING MESH I TENSION WIRE
LINE POST(2')
> BRACE RAIL
m
TERMINAL POST (2 1f2-)
10' TO BE PLACED EVERY 300'
7 GA- COILED -,
TENSION WIRE
2• LINE POST) 3000 PSI CONIC.
TO BE DRIVEN ENCASEMENT
INTO SOIL - (TYP') _
NOTE.
2 1/4- (11 5 GA.) GALVANIZED FENCING MESH SHALL BE USED DOUBLE GATE POSTS SMALL BE SCHEDULE 40
GALVANIZED STEEL PIPE. TERMINAL POSTS SMALL BE SCHEDULE 2U GALVANIZED STEEL PIPE. LINE PUS TS SHALL
BE 065 GALVANIZED STEEL 7 GA. COILED TENSION WIRE TO BE INSTALLED ON TOP AND BOTTOM. NO PEDESTRAfN
GATES SHALL BE INSTALLED. NO WINDSCREENS OR PRIVACY SLATS SHALL BE INSTALLED,
O PERMANENT FENCE DETAIL
NO SCALE -
5'EEI FENCE POST
HIRE FENCE
HAROwARE CLOTH \
,
KL E /HEEL OER
SEDIMENT ON SITE
CROSS SEl T ION
Bright People. Right Solutions.
FILTER ,•D R
i (SURGE STONE OR RAILROAD
\
STONF
ETON E
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/
0
SF:LTERFABRNC
35W GA TE'NAY CENTRE BLVD. SUITE 200
O
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ON GROUND
f
MORRISVILLE. NC 21550
E 8
W W W E NFELDESOI I
PHON NIFELDE C
BURY WIRE FENCE ANC HARDWARE CLOTH
WASHED. OR TRACKED ONTO PUBLIC
ROADWAYS.
BURY 5' OF IP ER EDGE OF
LITER FABRIC IN TRENCH
< VIN - SIT FENCE
{ {I{ { {I} I 1 SECTION VIEW
+ { I REVISION$
r +l' DSN CHK
1 REV I DESCRIPTION DWN APP DATE
1
I - 1
CLIENT COMMENTS AND 7_30 -2015
LOD
I I LOD ADJUSTMENTS
I i I CHAIN LIMN FENCE AND GATE
2 T -31 -2015
1 I DETAIL REVISION
3 I CLIENT COMMENTS &121115
FRONT VIEW
�BUxr NWRE FENCE 4 FENC&GATE REVISION B-0T -2015
FILTER GABRIC
AND HARDWARE - --
STEEL FENCE
POSi CLOTHNTRENCN
ylSEt YAx ZAPART r ___ —_ --
AIN. 1F N=O SOUO
GROUND
SILT FENCE OUTLET - -. -- NO SCALE
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i
F cETc 1 / o
us= NW Is•vr.x
,. zaa3NC..RnAU I
R�o-w�3lRllo.e°i. MORE 'i ...
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
TYP. DRIVEWAY DETAIL °
5 I I
NO SCALE IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
EXISTING ROADWAY
tOO MIN.
BUT SUFFICIENT TO KEEP
FABRIC UNDER STONE
SEDIMENT ON SITE
CROSS SEl T ION
T-3-'STONE TO BE USED
EXISTING
i (SURGE STONE OR RAILROAD
ROADWAY
BALLAST) `.
THIS MAY REQUIRE PERIODIC
24' OR WIDTH OF
PLAN
EXISTING ROADWAY
70' MIN. 30' MIN.
NEW CONSTRUCTION
/
6 " MIN .
NOTES
FABRIC UNDER STONE
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
CROSS SEl T ION
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
Q STANDARD CONSTRUCTION ENTRANCE
2. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC
24' OR WIDTH OF
TOPDRESSING WITH 2 -INCH STONE.
PROPOSED STREET,
IMMEDIATELY REMOVE ALL
WHICHEVER IS
OBJECTIONABLE MATERIALS SPILLED,
GREATER.
WASHED. OR TRACKED ONTO PUBLIC
ROADWAYS.
70' MIN. 30' MIN.
NEW CONSTRUCTION
/
6 " MIN .
17 MIN.
FABRIC UNDER STONE
CROSS SEl T ION
Q STANDARD CONSTRUCTION ENTRANCE
NO SCALE
( ORIGINAL DRAWING SIZE IS 24. 36
1
I
WINTON SOLAR SITE
100 NEC HWY 45 S.
i- WINTON. HERTFORD COUNTY. NORTH CAROLINA
GEHRLICHER SOLAR AMERICA CORP.
21 FADEM ROAD
SPFONGFIELD, NJ 07081
CONSTRUCTION
PROJECT NO ;0164014 7
i 1$$lIE DATE 07- 16.2015 '
CURRENT REVISION 3
DESIGNED BY BMP C
DRAWN BY SNIP
CHECKEDBY CAL
APPROVED BY - JBC SHEET 0 0/ 6

LENGTH (La)
MAINTENANCE
INSPECT PIPE INLET PROTECTION AT LEAST WEEKLY AND
AFTER EACH S*NIFICJINT (1!21HCH OR GREATER) RAINFALL
EVENT TO SEE IF ANY EROI AROUND OR BELOW THE
RIFPAP HAS TAKEN PLACE. OR IF THE STONES HAVE BEEN
H DISLODGED IMMEDWTFLY MAKE ALL NEEDED REPAIRS TO
G PREVElI1 FURTHER -GE
I FILTER BLANKET
SECTION
RIP RAP ENERGY DISSIPATER DETAIL
NO SCALE
OUTLET Do 3Do La W RIP RAP 0
PIPE I 3' I 375' I F I 175' I LASS I 9"
Y a / CLASS i RIP RAP (SEE SECTION THRU BASIN BELOW)
HEADWALL
_ K WASHED STONE. Tor THICK: 3'-P HIGH MINIMUM
MAINTENANCE:
INSPECT PIPE INLET PROTECTION AT LEAST W EEKLY AND AFTER R
IMMEDSIGNIFICANT
ATE TY REMOVE SEDIMENT D GREATER) RESTO E THE ANO REPAIR
PERSPECT� EVIEW AREA IT OREMOVE NSIOS. CHECK S-UTUREFOR STORAGE
/ ill�f MEA TO IS ORIGINAL DIMENSIONS. CHECK THE OE MU TIRE FOR DAMAGE ANY
/ Po EO DISPLACED FROM THE STONE HORSESHOE G AR BE REPLACED
114MEDMTELYAFTER ALL THE MOVE HTFRIUCTURG AREAS BEEN
PERMANENTLY SABITHE A REMOVE THE STRUCTURE AND AL. THE UNSTABLE
SEDIMENT SMOOTHTHEM.EA TO BLEND 'N'.TH THE AD,.OINING 0.RE/u AND
AREAS TO BE D5TIM9ED SEDIMENT STORAGE PROVIDE PERMANENT GRWND COVER.
(CUT FILL,\ �FL000 STORAGE LONE RIP RAP
HEPOWALL
�T
PIPE NATURAL GROUND
INVERT
Ls, ___ ____________
CLASS I RIP -PAP
MAAIMUM SEDIMENT DEPTH
(CLEAN OUT Po j AS WASHED STONE
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
NO SCALE
10 STANDARD HORSESHOE PROTECTION
NO SCALE
MAINTENANCE
INSPECT CHECK DAM PROTECTION AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1)2 INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENTAND
RESTORE THE SEDIMENT STORAGE AREA TO IT ORIGINAL
DIMENSIONS. CHECK THE STRUCTURE FOR DAMAGE. ANY
RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE
REPLACED IMMEDIATELY AFTER ALL THE
SEDIMENT - PRODUCING AREAS HAVE BEEN PERMANENTLY
STABIUZEDAEMOVE THE STRUCTURE AND ALL THE
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH
THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND
COVER.
_TOV ELEVATION OF STORMWATER_ _ _ _ _ _
45 WASHED 1MAX
STONE
EXISTING SLOPE gap P.9
Ir
At RIV.RgP
VARIES
SIDE VIEW
KEYED RIP PAP
FRONT VIEW
NOTE. REMOVE SEDIMENT ACCUMUL N '
ATIOFROM BEHND
CHECK DAMS TO PREVENT DAMAGE TO CRANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
12 TEMPORARY ROCK CHECK DAM
0
NO SCALE
CONSTRUCTION NOTES.
HEIGHT d WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED
KEY RIP RAP INTO THE DAM
FOR STABILIZATION
COSTING GRODryD
STEP SEQUENCE
( 0
KL E/NF-,EL OER
Bright People. Right Solutions.
TEWAY CENTRE BLVD_ SUITE 200
MORM ILLS. NC 27550
PHONE. 91}755 oil
YAY'1Y KLE INFELDER COM
REVISIONS
REV DESCRIPTION DSN I CHK DATE
OWN APP
CLIENT COMMENTS AND
1 LOD ADJUSTMENTS 7.30 -2015
CHAIN LINK FENCE AND GATE
2 DETAIL REVISION 7.31 -2015
3 CLIENT COMMENTS 8.5.2015
4 FENCEIGATE REVISION 54 -2015
W—H
mI II
SCALE VERIFICATION
THIS BAR IS 1 INCH;N LENGTH
ON ORIGINAL DRAWING
0 1'
I
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 z 36
DETAILS
WINTON SOLAR SITE
100 INC HWY 45 S.
WINTON HERTFORD COUNTY. NORTH CAROLINA
Gehrlicher
mumm, 0
GEHRLICHER SOLAR AMERICA CORP.
21 FADEM ROAD
SPRINGFIELD, NJ 07081
CONSTRUCTION
PROJECT NO. 20161014
I ISSUE DATE 07 .16.20;5
CURRENT REVISION 3I
DESIGNED BY BMP c_#
DRAWN BY SMP
CHECKED BY CAL I
APPROVED BY JBC I SHEET IF of 6
WDITCHES.
SEEDBED PREPARATION:
SHOULDERS. 5 SLOPES (MAX. 3.11
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE DATE TYPE
PLANTING RATE
INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
AUG. 15 NOV. 1 TALL FESCUE
200 LBSJACRE
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP
NOV 1 _ MAR.1 TALL FESCUE
MAR .1 _ APR 15 TALLFESCUE
200 LBSJACRE
200 LBSJACRE
3 REMOVE ALL LOOSE ROCK. ROOTS, AND OTHER
MR. 15 - JUN. 30 HULLED COMMON BERMUDAGRASS
15 LBSJACRE
OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
4. APPLY AGRICULTURAL LIME. FERTILIZER AN
PERMANENT j�EDING -
SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL
SLOPES (3:1 T 2'1)
(SEE BELOW)
AUG. 15 -NOVA TALL FESCUE
200 LBSJACRE
5 CONTINUE LAGE UNTIL WELL- PULVERIZED. FIRM
AND SERICEA LESPEDEZA (UNHULLED. UNSCARIFIED)
60 TO 70 LBSJACRE
REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO NOV 14AAR 1 TALL FESCUE
200 LBSJACRE
SIX INCHES DEEP.
AND SERICEA LESPEDEZA(UNHULLEO. UNSCARIFIED)
60 TO TO LBSJACRE
6, SEED ON A FRESHLY PREPARED SEEDBED AND COVER MAR. 14UNE 1 TALL FESCUE
200 LBSJACRE
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK ANO SERICEA LESPEDEZA (SCARIFIED)
40 TO 50 LBSACRE
AFTER SEEDING.
MAR. I54UNE 30 SERICEA LESPEDEZA (SCARIFIED)
40 TO 50 LBSACRE
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR
MAR 15-JUNE 30 HULLED COMMON BERMUDAGRASS
15 LBSACRE
MULCH
AND SERICEA LESPEDEZA (SCARIFIED)
40 TO 50 LBSACRE
- B. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY
TEMPORARY SEEDING
REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON JUNE 1 SEPT. 1 BROWNTOP MILLET • INURSE CROP)
35L SACRE
IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED.
RE -ESTABLISH FOLLOWING THE ORIGINAL LIME. FERTILIZER OR SORGHUM -SUDAN HYBRIDS yNURSE CROP(
30 LBSACRE
AND SEEDING RATES.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
•APPLY. AGRICULTURAL LIMESTONE- 2 TON &ACRE MINIMUM AFD INFORMATION CONCERNING OTHER ALTERNATIVES
OR PER SOIL TEST
ARE
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
ENURE
R
UNDER LOCAL CONDITIONS: OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
2 FERTILIZER - 10A ANALYSIS Q 90D LBSACRE
-NURSE CRORTEMPORARY RESEED ACCORDING TO SEASON FOR DESIRED
SUPERPHOSPHA TE
E - 500 LBSACRE OF ZO %ANALYSIS
MULCH - 2 TONS 1"- BO SALES) STRAWACRE
- OPTIMUM
PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 17
O ANCHOR- USE LIQUID ASPHALT a 400 GALS/ACRE
IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT,
A OR EMULSIFIED ASPHALT @ 300 GALSIACRE
GROUND STABILIZATION (DWO)
SITE AREA STABILIZATION EXCEPTIONS
DESCRIPTION TIME FRAME
S
PERIMETER DIKES 7DAYS NONE
SCALES, DITCHES.
AND SLOPES
a
HIGH QUALITY 7 DAYS NONE
WATER (HOW)
5
ZONES
SLOPES STEEPER 7 DAYS IF SLOPES ARE IV OR
THAN 3:1 LESS IN LENGTH AND ARE
NO STEEPER THAN 2:1,
14 DAYS ARE ALLOWED.
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES
3
FLATTER GREATER THAN 50'
IN LENGTH
3
ALL OTHER AREAS 14 DAYS NONE (EXCEPT
WITH SLOPES FOR PERIMETERS
FLATTER THAN 4.1 AND HOW ZONES)
i7
y
SEEDING SCHEDULE
11
Y a / CLASS i RIP RAP (SEE SECTION THRU BASIN BELOW)
HEADWALL
_ K WASHED STONE. Tor THICK: 3'-P HIGH MINIMUM
MAINTENANCE:
INSPECT PIPE INLET PROTECTION AT LEAST W EEKLY AND AFTER R
IMMEDSIGNIFICANT
ATE TY REMOVE SEDIMENT D GREATER) RESTO E THE ANO REPAIR
PERSPECT� EVIEW AREA IT OREMOVE NSIOS. CHECK S-UTUREFOR STORAGE
/ ill�f MEA TO IS ORIGINAL DIMENSIONS. CHECK THE OE MU TIRE FOR DAMAGE ANY
/ Po EO DISPLACED FROM THE STONE HORSESHOE G AR BE REPLACED
114MEDMTELYAFTER ALL THE MOVE HTFRIUCTURG AREAS BEEN
PERMANENTLY SABITHE A REMOVE THE STRUCTURE AND AL. THE UNSTABLE
SEDIMENT SMOOTHTHEM.EA TO BLEND 'N'.TH THE AD,.OINING 0.RE/u AND
AREAS TO BE D5TIM9ED SEDIMENT STORAGE PROVIDE PERMANENT GRWND COVER.
(CUT FILL,\ �FL000 STORAGE LONE RIP RAP
HEPOWALL
�T
PIPE NATURAL GROUND
INVERT
Ls, ___ ____________
CLASS I RIP -PAP
MAAIMUM SEDIMENT DEPTH
(CLEAN OUT Po j AS WASHED STONE
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
NO SCALE
10 STANDARD HORSESHOE PROTECTION
NO SCALE
MAINTENANCE
INSPECT CHECK DAM PROTECTION AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1)2 INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENTAND
RESTORE THE SEDIMENT STORAGE AREA TO IT ORIGINAL
DIMENSIONS. CHECK THE STRUCTURE FOR DAMAGE. ANY
RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE
REPLACED IMMEDIATELY AFTER ALL THE
SEDIMENT - PRODUCING AREAS HAVE BEEN PERMANENTLY
STABIUZEDAEMOVE THE STRUCTURE AND ALL THE
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH
THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND
COVER.
_TOV ELEVATION OF STORMWATER_ _ _ _ _ _
45 WASHED 1MAX
STONE
EXISTING SLOPE gap P.9
Ir
At RIV.RgP
VARIES
SIDE VIEW
KEYED RIP PAP
FRONT VIEW
NOTE. REMOVE SEDIMENT ACCUMUL N '
ATIOFROM BEHND
CHECK DAMS TO PREVENT DAMAGE TO CRANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
12 TEMPORARY ROCK CHECK DAM
0
NO SCALE
CONSTRUCTION NOTES.
HEIGHT d WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED
KEY RIP RAP INTO THE DAM
FOR STABILIZATION
COSTING GRODryD
STEP SEQUENCE
( 0
KL E/NF-,EL OER
Bright People. Right Solutions.
TEWAY CENTRE BLVD_ SUITE 200
MORM ILLS. NC 27550
PHONE. 91}755 oil
YAY'1Y KLE INFELDER COM
REVISIONS
REV DESCRIPTION DSN I CHK DATE
OWN APP
CLIENT COMMENTS AND
1 LOD ADJUSTMENTS 7.30 -2015
CHAIN LINK FENCE AND GATE
2 DETAIL REVISION 7.31 -2015
3 CLIENT COMMENTS 8.5.2015
4 FENCEIGATE REVISION 54 -2015
W—H
mI II
SCALE VERIFICATION
THIS BAR IS 1 INCH;N LENGTH
ON ORIGINAL DRAWING
0 1'
I
IF ITS NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 z 36
DETAILS
WINTON SOLAR SITE
100 INC HWY 45 S.
WINTON HERTFORD COUNTY. NORTH CAROLINA
Gehrlicher
mumm, 0
GEHRLICHER SOLAR AMERICA CORP.
21 FADEM ROAD
SPRINGFIELD, NJ 07081
CONSTRUCTION
PROJECT NO. 20161014
I ISSUE DATE 07 .16.20;5
CURRENT REVISION 3I
DESIGNED BY BMP c_#
DRAWN BY SMP
CHECKED BY CAL I
APPROVED BY JBC I SHEET IF of 6