20160350 Ver 1_401 Application_20160416

('0'-
OJER
Bright People. Right Solutions.
To: NCDWQ — WBSCP Unit
512 North Salisbury Street
Raleigh, NC 27604
Archdale Building 9t" Floor
Phone: [phone]
TRANSMITTAL
Date: 04-08-2016
Reference No: 20164321.001A
Copies to:
Subject: PCN Form for Stream and Buffer Permits for Nash 97 Solar Farm (Evergreen Solar Services)
We are sending the following: ® Attached ❑ Under separate cover
2 -Sets of 24"x36" Site Plans and 2 sets of 11 "x17" Site Plans
2 -Set of 24"x36" Stream Crossing Exhibit and 2 sets of 11"x17" Stream Crossing Exhibit
4- USGS Map, NRSC Soils Map, PCN Application, USACOE Preliminary JD, NCDEQ Surface Water Determination
1-401 & Buffer Permitting Checklist
1-$240 Minor Water Quality Application Fee Check
Via:
❑ Messenger/Courier Remarks
❑ First Class Mail
® FedEx
❑ United Parcel
❑ DHL
❑ Lone Star Overnight
❑ Freight
❑ Other
Transmitted:
❑ As Requested
® For Approval
❑ For Your Use
❑ For Review & Comment
To Whom It May Concern,
Ir,
I
1 21016
Attached are the plans, applications and
supporting documents for the stream and buffer
impact permit for the above solar farm.
Feel free to contact me with any questions or
comments.
Thanks,
Mike
By: U MA'
�chae wy, PE
3500 Gateway Centre Blvd, Suite 200, Morrisville, NC 27560 • 919-755-5011 Office • 919-755-1414 • Fax

Version 1.4
January 9, 2009
401 & Buffer Permitting PCN Submittal Checklist
The application fee (Checks may be made out to "N.C. Division of Water Resources"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size plans along with two copies of 11 X 17 plans)
41A ❑ Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://portal.ncdenr.org/web/Ir/bmp-manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
NIA ❑ If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://portal. ncdenr.org/web/ir/bmp-manual).
tADWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
[ The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
{ The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy _-;1he
h�K �_ 1 2016
DEQ -WATER RE-,77
�
401 & BUFFER pFv

Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
j The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non -jurisdictional wetlands,
streams water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
MDrainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity generally less than 2 ft/sec durinq the peak
flow from the 10-Vr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
W Proposed Impacts - All impacts to jurisdictional and non -jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts:
t j`A ❑ Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
NIA ❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
NIA ❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
N jA ❑ Plans should show that the hydrology of remaining wetlands on'the site will be
maintained.
- Stream Impacts:
Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be .surveyed or located by GPS for the portion of
the stream to be impacted.
The inlet and the outlet of all culverts should- be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
(J`� ❑ For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from :each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please .provide a. signed and sealed geotechnical report of
subsurface soils at the proposed bottomless_culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies. and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
] Multiple culverts or sectioned box culverts typically require the use- of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage): A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
N/A ❑ Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway .and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

E. 0
E L i 11 -1
11.11 o -r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form 2 0 1 6 0 3 5
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:T—
❑X Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: NW -14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification – Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification – Express NX Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f. 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.
❑ Yes ❑X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
Nash 97 Solar Farm
2b. County:
Nash
2c. Nearest municipality / town:
2d. Subdivision name:
Middlesex -
Li
2e. NCDOT only, T.I.P. or state project no:
lu
3. Owner Information M—::::::
3a. Name(s) on Recorded Deed:
James Goldston Jr. DEQ -WATER RESOUR
3b. Deed Book and Page No.
DB. 2686 PG. 331 LA
3c. Responsible Party (for LLC if
applicable):
Nash 97 Solar 2, LLC
3d. Street address:
2550 Sand Hill Road, Suite 150
3e. City, state, zip:
Menlo Park, CA 94025
3f. Telephone no.:
650-380-4916
3g. Fax no.:
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form – Version 1.4 January 2009
0

t
4. Applicant Information (if different from owner)
4a. Applicant is:
❑X Agent ❑ Other, specify:
4b. Name:
Sheb Stephens
4c. Business name
(if applicable):
Evergreen Solar Services
4d. Street address:
21525 Ridgetop Circle, Suite 140
4e. City, state, zip:
Sterling, VA 20166
4f. Telephone no.:
910-728-1037
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Josh Crumpler, PE
5b. Business name
(if applicable):
Kleinfelder
5c. Street address:
3500 Gateway Centre Blvd, Suite 200
5d. City, state, zip:
Morrisville, NC 27560
5e. Telephone no.:
919-755-5011
5f. Fax no.:
5g. Em il address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
004708 & 006126
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.8481 Longitude: -78.212056
1 c. Property size:
77 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Turkey Creek
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Neuse
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:
Current site is forestland, needle -leaf coniferous forest land. Land use is unused and unmodified land.
3b. List the total estimated acreage of all existing wetlands on the property: 15
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3,600
3d. Explain the purpose of the proposed project:
Build an access drive to gain access to the eastern part of the site to build solar farm.
3e. Describe the overall project in detail, including the type of equipment to be used:
Tree clearing, grading, installation of gravel, natural fill and culvert to cross the stream and buffer. Skid -steer w/ backhoe and vibrating compactor.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
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?
Name (if known): Craig Brown
Agency/Consultant Company: USACE
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
June 8, 2015
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3of10
PCN Form —Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams —tributaries ❑X 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
UT to Turkey Creek
INT
Corps
15
84
S2 T
Stabilization
UT to Turkey Creek
INT
Corps
15
20
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
104
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivii ually list all o en water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d. 5e.
Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
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:
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. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact.
number—
Permanent (P) or
Tem ora
6c.
Reason for impact
6d'.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
Road Crossing of Stream
UT to Turkey Creek
No
2,852
1,430
B2 P
Underground Utility < 401-F
UT to Turkey Creek
No
323
186
B3 T
Sediment & Erosion Contr.
UT to Turkey Creek
No
110
100
B4
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
3,285
1,716
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Trying to gain access from eastern side of parcel, build bridge to span stream and buffer, and crossing stream at high point in parcel to minimize flow.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Accurately calculated time of concentration to minimize culvert size, minimized road width for traffic, crossed at highest elevation within parcel to
minimize water flow for culvert sizing calculations, crossing stream at perpendicular angle to minimize length of crossing, and used higher strength
concrete culvert to minimize required cover to help, minimize required fill material.
2. Com en satory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of.the State?
❑ Yes ❑X No
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?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a.Miti ation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a: Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
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
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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
buffer mitigation?
Yes OX No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
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:
Page 7 of 10

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
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Low impact site with low impervious cover, gravel road with no road side ditches with no stormwater
❑ Yes ❑ No
outfalls.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2.41%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
A Stormwater Management Plan is not required because the increase in impervious surface is less than 24%.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local g overnment's jurisdiction is thisproject?
Nash County
0 Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑X Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes 0 No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use.of public (federal/state) land?
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
❑ Yes ❑ No
letter.)
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 Eq No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes Q 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
El Yes 0 No
additional development, which could impact nearby downstream water quality?
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.
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
Page 9 of 10
PCN Form — Version 1.4 January 2009

6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ❑X No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ❑X No
5c. if yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Wetland Delineation Report and Phase I Environmental Site Assessment provided by Terracon Consultants, Inc.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Wetland Delineation Report and Phase I Environmental Site Assessment provided by Terracon Consultants, Inc.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ❑X No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Wetland Delineation Report and Phase I Environmental Site Assessment provided by Terracon Consultants, Inc.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Wetland Delineation Report and Phase I Environmental Site Assessment provided by Terracon Consultants, Inc.
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ❑ No
Have you checked with the USFWS concerning Endangered Species Act
impacts?
[] Yes ❑ No
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
#. 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?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
�. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ❑ No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes No
8b. If yes, explain how project meets FEMA requirements:
. What source(s) did you use to make the floodplain determination?
Applicant/Agent's Printed Name
Date
Applicant/ gent's Signature
(Agent's signatuWA valid only If an authorization
letter froK the applicant Isprovided.)
Page 10 of 10

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT'
Action Id. SAW -2015-00870 County: Nash U.S.G.S. Quad: NC -MIDDLESEX
Property Owner:
Address:
Telephone Number:
Size (acres)
Nearest Waterway
USGS HUC
NOTIFICATION OF JURISDICTIONAL DETERMINATION
James & Louise Goldston
13100 Old Creedmoor Road
Raleigh, NC, 27613
N/A
75
Turkey Creek
03020203
Agent: Ted Melchers / Terracon
1450 Fifth Street West
North Charleston, SC 29405
[phone]
Nearest Town Zebulon
River Basin Contentnea
Coordinates Latitude: 35.849626
Longitude: -78.211212
Location description: Property is located directly east of Rocky Cross Road, approximately 850 feet north of W NC 97,
and approximately 6 miles northeast of the town of Zebulon, in Nash County, North Carolina. Parcel ID's:
273600346003U and 273600349557U.
Indicate Which of the Following Apply:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area
. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on -. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
Page 1 of 2

There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Arany permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Craig Brown at 919-554-4884 x35 or
Craig.J.Brown a(D,usace.army.mil.
C. Basis For Determination: The wetland on the property exhibit the required three parameters of wetland
plants, hydric soils and wetland hydrolo2y outlined in the 1987 Army Corps of Engineers Wetlands Delineation Manual
and the Piedmont and Eastern Mountain Supplement. The wetland on the property drains to an unnamed tributary
located on the property which showed evidence of an OHWM through the presence of a definitive bed and bank. This
unnamed tributary and the other unnamed tributaries flow to Turkey Creek, which flows to Contentnea Creels, which
flows to the Neuse River, a traditional navigable water.
D. Remarks: Site visit on June 8, 2015.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by N/A (Preliminary JD).
**It is not necessary to submit an RFA form to the D' Won Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: Craig Brown
Date: July 20, 2015 Expiration Date: N/A (Preliminary JD)
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://regulatoiy.usacesurvey com/.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: James & Louise Goldston File Number: SAW -201.5-00870 Date:
Attached is: See Section below
❑ INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission) A
❑ PROFFERED PERMIT (Standard Permit or Letter of permission) B
❑ PERMIT DENIAL C
❑ APPROVED JURISDICTIONAL DETERMINATION D
�I PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. M1
Additional information may be found at http://www.usace.anny.mil/Missions/Civi[Worlcs/Reg ilatoryProgramandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be.modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
a ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
e ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
o APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer, Wilmington Regulatory Division, Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Craig Brown CESAD-PDO
Raleigh Regulatory Field Office U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Drive, Suite 105 60 Forsyth Street, Room 1OM1 5
Wake Forest, North Carolina 27587 Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: I Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Craig Brown, Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street,'�oom 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

.rrrn MATO66 Approximate Depiction of Aquatic Resources EXHIBIT NO.
Dravtn By: Scale: p
ant A.Sb—Nash 97 Solar 2
Chocked By: Flln Path: 1 F L� ���`1t,;_�
0 300 600 1,200 JAR A
Approved By: D. 1450 Fifth Street Wast N.Charlestcn. SC 29405
Feet
JAR 01116116 Ph.w a43.884.1234 Fax. [phone] I Nash County
North Carolina

- MC®EMR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 16, 2016
James Goldston Jr.
13100 Old Creedmoor Rd
Raleigh NC, 27612
Donald R. van der Vaart
Secretary
Subject: Surface Water Determination Letter
NBRRO#15-236
Nash County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B .0233)
Start@
❑ Tar -Pamlico (15A NCAC 2B .0259)
® Ephemeral/Intermittent/Perennial Determination
USGS
❑ Isolated Wetland Determination
❑ Jordan (15A NCAC 213.0267)
Subject
Project Name: Rocky Creek Road, NC; Nash County PIN#s : 273600346003 & 273600349557
Location/Directions: Subject property is a privately owned lot located at project address;
Subject Stream: Unnamed Tributaries to Turkey Creek
Determination Date: 06/08/2015
Staff: William Miller
Stream/
C/I/P*
Not
Subject
Start@
Stop@
Soil
USGS
Feature
Subject
to
Survey
Topo
to
Buffers
Buffers
A
Feature is
X
Entering
Through property
perennial
property
boundary
stream
boundary
B
Feature is
X
Entering
Through property
X
X
perennial
property
boundary
stream
boundary
C
Feature is
X
Entering
Through
X
perennial
property
confluence with
stream
boundary
Feature B
None
thCarolina
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet: www.ncwaterguality.orq Location: 3800 Barrett Drive Raleigh, NC 27609. ' Fax [phone]
An Equal OpportunitylAtrirmative Action Employer -50% Recycled/= Post Consumer Paper

0 East Johnson Street
02/18/2015
Page 2 of 2
D
Feature is
X
Entering
Through
X
perennial
property
confluence with
stream
boundary
Feature C
E
Feature is
X
Entering
Through property
X
X
intermittent
property
boundary
stream
boundary
*E/11P = Ephemeral/Intermittent/Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Nash 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
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 If sending via US Postal Service c/o Karen Higgins DWR — 401 &
Buffer Permltting Unit 1617Mai1 Service Center Raleigh, NC 27699-1617. If sending via delivery service (UPS, FedEx,
etc.) Karen Higgins DWR — 401 & Buffer Permitting Unit
512 N. Salisbury Street Raleigh, NC 2760!
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)-5544884.
If you have questions regarding this determination, please feel free to contact William Miller at [phone].
Sine
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy

Rocky Cross Rd, Zebulon, NC NBRRO#15-236
Li \:TAtor"', W _. 1
4.
vQ
4
Feature'C Subject to buffers, Perennial
AaA
Feature B: Subject to buffers, Perennial
_CS)
n.A
w'
Feature A Non -Subject to buffers, Perennial t71
Fa H
Hope ,
N, I.>
"N'
GgF4
4a'
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ks"
FaB
Feature E : Subject to buffers, Intermittent
Ili
.lk%
Lqw M
Nash County SOR Survey 1989
Legend Map provided by NGDENR F... C ­
Division of Water Resources
Locdtl=a�',appfoxirn ale and
are pro"d or reference only

SITE �>..
' 7, Feature B : Subject to buffers, Perennial
R •
Feature C : Subject to buffers, Perennial ..
S
Feature A : Non -Subject to buffers, Perennial
7Featur� : Subject to buffers, Perennial •
Cem
Feature E : Subject to buffers, Intermittent ---�
i`-�✓1'zF [ ,+-sem .S
N" -ion Hope
'��-'
Legend �.
® Approximate_ Site_ Boundary ,
Copyright". ; 2013 N3;icnai Geodrapru Society, i -cubed
N
0 0-125 0.25 0.5
Miles
PN: +n
"QJexN.. ENt•70��
Current Middlesex, NC-USGS Topographic Map
!%M16R NO.
OrsreeY:
SON.
UIKum
Irerracon
Nash 97 Solar 2
,.R
Fft ram
2
AtiRr6rW Br:
Wlr_
,ASO f,M CMeet w=t N.ChW42 M CC JtCS
JAR
,snar,4
Nash County North Carolina
nwne: sas,as .I -ss Per: w.eaas:sa

j
I
0 300 600 1,200
Feet
JTy
"..
EMI.-.C"E%NtdRMO
Irerracon
Approximate Depiction of Aquatic Resources
Onwa 6>: ,TM
iG4Y: AG Ih—.
Nash 97 Solar 2
Plash County North Carolina
A
,A0.
AGp-" 6r:
JAR
O.U.:
cutu,c
ta;,Q r 1 GVtrt N'i:t N.CMiIR'1.'.t CG :9i:$
PMM: u3.u..,:3. F.r: u�.sa..s.s+

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'N4
Cree
a
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R '�s=
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_

LEGEND
BURIED A MINIMUM
OF SBELOW
—330--
EXISTING MAJOR CONTOUR (1D)
----- S24
-- EXISTING MINOR CONTOUR (7)
— —
EXISTING PROPERTY BOUNDARY
----
- EXISTING ADJACENT PROPERTY BOUNDARY
— . — .
EXISTING PROPERTY SETBACK
-- -- - —
--- EXISTING VEGETATIVE SETBACK
EXISTING 50 RIPARIAN
STREAM BUFFER
EXISTING EASEMENT
-
EXISTING EDGE OF ROAD
—
EXISTING UNPAVED ROAD
— - — - — -
— EXISTING STREAM CENTERUNE
RUN FOR ENTIRE LENGTH OF
EXISTING TREE UNE
,vrr'v-r-Y�-r,vYwr� PROPOSED TREE UNE
— — — —
EXISTING 50' STREAM BUFFER
TEMPORARY • 10'
I
EXISTING STREAM TOP OF BANK
m
,y AREA
EXISTING CULVERT
SKIMMER BASIN
PROPOSED CULVERT
{ (TEMPORARY $
I
PROPOSED UMIT OF DISTURBANCE
NC00T CLASS I RIP RAP
PROPOSED PERMANENT FENCE
330—
PROPOSED MAJOR CONTOUR (1(Y)
324—
PROPOSED MINOR CONTOUR (2)
......_..__ .. .....__
......... EXISTING RIGHT-OF-WAY
?IIF
EXISTING OVERHEAD ELECTRIC LINE
To TD—
PROPOSED TEMP DIVERSION DITCH
!
PROPOSED LIMIT OF
PROPOSED SEDIMENT BASIN BAFFLES
—s—a—.—.—
PROPOSED SILT FENCE
PROPOSED SILT FENCE
EXISTING UTILITY POLE
I..
__..
EXISTING STRUCTURE
\
-L— -�
_i
EXISTING 100 -YEAR FLOODPLAIN
—a STREAM 1(PIPE 1)
_ _ I-- — PERMANENT IMPACT: —
LENGTH: B5 LF
PROPOSED 2B X 100' ROCK
CONSTRUCTION ENTRANCE
PROPOSED EROSION
CONTROL LINER
PROPOSED LIGHT DUTY ACCESS ROAD (TO
Js� As
BE INSTALLED POST CONSTRUCTION)
a �.
PROPOSED PERMANENT GRAVEL
TEMPORARY
ACCESS ROAD WITH S" ABC BASE
r---- —
EXISTING WETLAND
PROPOSED
TEMPORARY
VCLASS
PERMANENT RIP -RAP PAD
NUMBER IMPACTAREA
PROPOSED HORSESHOE INLET PROTECTION
MIN. COVER 6'
PROPOSED SEDIMENT BASIN SKIMMER
A
PROPOSED ROCK CHECK DAM
m
PROPOSED SILT FENCE OUTLET
X280
PROPOSED SPOT ELEVATION
INSET A
CROSSING 1
20 10 0 20
SCALE 1 INCH .20 FEET
PROPOSED PERMANENT 20' WIDE GRAVEL
ACCESS ROAD WITH S" ABC BASE
1I "
BURIED A MINIMUM
OF SBELOW
' EXISTING S0 RIPARIA
11
50'
STREAM BUFFER
o
ACCESS ROAD -
(ZONE 1 BOUNDARY)
1
J ` 30'
STREAM BED
6 NOTES
I
EXISTING 50 RIPARIAN
STREAM BUFFER
PROPOSED 20' WIDE
ACCESS ROAD
TOP ELEV.:28400•
SIDE SLOPE
(NO GREATER THAN 21)
(ZONE 2 BOUNDARY)
N
4d
-
STREAM t /
`t
RUN FOR ENTIRE LENGTH OF
T.O.B. WIDTH; 20'
PROPOSED I
2.
6 DISTURBANCE AT THE STREAM CROSSING
TEMPORARY
IMPACT
TEMPORARY • 10'
I
PROPOSED
m
,y AREA
COFFERDAM 1 '
SKIMMER BASIN
1 I ):
{ (TEMPORARY $
I
t-
NC00T CLASS I RIP RAP
IMPACT)
STREAM BED
24L X WW X 22' THICK
I I I
(PERMANENT IMPACT)
PERMANENT
\ IMPACT
!
PROPOSED LIMIT OF
\ AREA
\
_
s
\
-L— -�
_i
PROPOSED
—a STREAM 1(PIPE 1)
_ _ I-- — PERMANENT IMPACT: —
LENGTH: B5 LF
WIDTH: 20 LF
1800 SF
no.00
260.OD
_
FES21MV
OUT; 274.50•
Js� As
ACCOMMODATE FES
LIFE) IN:
a �.
COFFERDAM
���
TEMPORARY
?�
PROPOSED PIPE 1
48 LF OF
PROPOSED
TEMPORARY
VCLASS
(2) 36 IV
RCP @ 208%`
NUMBER IMPACTAREA
COFFERDAM \•.,
! (TEMPORARY
MIN. COVER 6'
-70A0 4m4iD.04 40.00 J0.00 -AAO-10'm OAO 10.00 20M 20.00
Y \ IMPACT)
(PERMANENT IMPACT) TEMPORARY
•\ IMPACT
10'
AREA
"��s.•
PIPE 7
10 5 0 10 f
SCALE: 1 INCH a 10 FEET I
ACCESS ROAD CULVERT CONSTRUCTION SEQUENCE
1. BEFORE ANY CULVERT INSTALLATION PROCEDURES BEGIN, INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN. Ij jj j)
Rq
2. REMOVE ALL SURFACE VEGETATION AND DEBRIS AT CROSSING LOCATION
3. PREPARE EXISTING SUBGRADE FOR INSTALLATION BY REMOVING UNACCEPTABLE SOILS AND DEBRIS
4, TEMPORARILY DIKE STREAM AND DIVERT STREAM FLOWAROUND CONSTRUCTION AREA USING PUMP AROUND DETAIL PROVIDED. PUMP
\ \
REVISIONS
REV
DESCRIPTION
FEET)
DATE
DVNN AlP
D.S.: 2637, PG.: 53
INSET A
CROSSING 1
20 10 0 20
SCALE 1 INCH .20 FEET
PROPOSED PERMANENT 20' WIDE GRAVEL
ACCESS ROAD WITH S" ABC BASE
1I "
5. INSTALL ACCESS ROAD GRAVEL, CULVERT, FLARED END SECTIONS AND RIP RAP ENERGY DISSIPATER
B. RETURN STREAM FLOW BY REMOVING PUMP AROUND PUMPS AND DIKES
266
270
.\ I
272
1 \.
II
STREAM BUFR(ZOEXISTING W A NEI EXISTING PROPERTY I -28J zeI'�
BOUNDARY) BOUNDARY (NP.)
EXISTING 50' RIPARIAN EXISTING tel'ftffifv\ \ \
UNPAVEDROAO - PROPOSED
STREAM BUFFER (ZONE 2 (TYP I SKIMMER BASIN
BOUNDARY) L
EXISTING STREAM ('\\( •PROPOSED PERMANENT
TOB(TYP.) i 7::—Nt 2� . FENCE
I - UNE 7F.PJ
\-31 . ' N}fl sl�iY71+fiYfliIY l
PROPOSED `
SKIMMER BASIN ff `
PROPOSED
SKIMMER BASIN I y ro JI`
BURIED A MINIMUM
OF SBELOW
w �
�ffi�IB
o
ACCESS ROAD -
(�" ro ' PROPOSED SILT FENCE r
\ a
STREAM BED
6 NOTES
I
SIDE SLOPE
PROPOSED (NO GREATER TFYW 21)
COFFER DAM
PROPOSED 20' WIDE
ACCESS ROAD
TOP ELEV.:28400•
SIDE SLOPE
(NO GREATER THAN 21)
1. CULVERTS SHALL BE BURIED A MIMMUM OF 8"
OF ITS DIAMETER TO FACILITATE THE
I I'
fl�
-
" MOVEMENT OF AQUATIC LIFE
RUN FOR ENTIRE LENGTH OF
a00 DATEwnr CENIRE HuvD., sure A/
"SVILLE, NC 27600
PHDNE:EXISTING VYYYN.IREI FV DD ICOM
2.
6 DISTURBANCE AT THE STREAM CROSSING
_
PROPOSED
" SHALL BE MINIMIZED TO THE MAXIMUM
I \
SKIMMER BASIN
EXTENET PRACTICABLE FOR INSTALLATION
I '
t-
I 3.
\
STREAM BED
EXISTING TOPOGRAPHIC DATA PROVIDED BY
? NCDOT LIDAR. ELEVATIONS SHOULD BE
AT&T TELEPHONE BOX
j VERIFIED BY CONTRACTOR.
r EXISTING 42 CMP PIPE
5. INSTALL ACCESS ROAD GRAVEL, CULVERT, FLARED END SECTIONS AND RIP RAP ENERGY DISSIPATER
B. RETURN STREAM FLOW BY REMOVING PUMP AROUND PUMPS AND DIKES
266
270
.\ I
272
1 \.
II
STREAM BUFR(ZOEXISTING W A NEI EXISTING PROPERTY I -28J zeI'�
BOUNDARY) BOUNDARY (NP.)
EXISTING 50' RIPARIAN EXISTING tel'ftffifv\ \ \
UNPAVEDROAO - PROPOSED
STREAM BUFFER (ZONE 2 (TYP I SKIMMER BASIN
BOUNDARY) L
EXISTING STREAM ('\\( •PROPOSED PERMANENT
TOB(TYP.) i 7::—Nt 2� . FENCE
I - UNE 7F.PJ
\-31 . ' N}fl sl�iY71+fiYfliIY l
PROPOSED `
SKIMMER BASIN ff `
PROPOSED
SKIMMER BASIN I y ro JI`
BURIED A MINIMUM
OF SBELOW
MARK -4.67 CY (FILL AREA
CALCULATED
ACCESS ROAD -
(�" ro ' PROPOSED SILT FENCE r
STREAM BED
KLE/NFELOER
Bright People. Bight So/utiorm
2N.W
SIDE SLOPE
PROPOSED (NO GREATER TFYW 21)
COFFER DAM
PROPOSED 20' WIDE
ACCESS ROAD
TOP ELEV.:28400•
SIDE SLOPE
(NO GREATER THAN 21)
I I'
fl�
280.00
RUN FOR ENTIRE LENGTH OF
a00 DATEwnr CENIRE HuvD., sure A/
"SVILLE, NC 27600
PHDNE:EXISTING VYYYN.IREI FV DD ICOM
_
—T`
PIPE. ACTUAL FILL WILL BE LESS):
t-
?o
\
STREAM BED
N
LIMITS OF DISTURBANCE
APPROXIMATELY=0.003AC
!
PROPOSED LIMIT OF
NC UCEMM M114
PROPOSED 12) 48 LF
OF 35" RCP
DIS
DISTURBANCE (TVP.)
PROPOSED
no.00
260.OD
_
FES21MV
OUT; 274.50•
CULVERT Q 2.08%
(TO BE BURIED T TO
THE PASSAGE OF AQUATIC
ACCOMMODATE FES
LIFE) IN:
ZONE1
TEMPPACT
COFFERDAM
���
TEMPORARY
PERMANENT
sroa
^ 1
{
\V�
'
A. :1
NUMBER IMPACTAREA
PROPOSED NCDOT
CLASS I RIP RAP
24'LX SW X2T THICK
-1 INV
275.50'
-70A0 4m4iD.04 40.00 J0.00 -AAO-10'm OAO 10.00 20M 20.00
POG_-
�Oi2
4Q40
P/N: 273600249245
"��s.•
PIPE 7
10 5 0 10 f
SCALE: 1 INCH a 10 FEET I
ACCESS ROAD CULVERT CONSTRUCTION SEQUENCE
1. BEFORE ANY CULVERT INSTALLATION PROCEDURES BEGIN, INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN. Ij jj j)
Rq
2. REMOVE ALL SURFACE VEGETATION AND DEBRIS AT CROSSING LOCATION
3. PREPARE EXISTING SUBGRADE FOR INSTALLATION BY REMOVING UNACCEPTABLE SOILS AND DEBRIS
4, TEMPORARILY DIKE STREAM AND DIVERT STREAM FLOWAROUND CONSTRUCTION AREA USING PUMP AROUND DETAIL PROVIDED. PUMP
F # ]
:�
Lry` �+
L�1 �Y W
IJ (y
S LLLL
T `l
REVISIONS
REV
DESCRIPTION
FEET)
DATE
DVNN AlP
D.S.: 2637, PG.: 53
(2) 48 LF CLASS IV RCP, 24 LF OF
STREAM 1
CROSSING 1
RIP RAP, 16' WIDE ACCESS ROAD,
110
100 3,175 1,618
20 LF
(PIPE 1)
ELECTRICAL CONDUIT,
WATER FROM WORK AREA TO ESTABLISH DRY WORKING CONDITIONS WITHIN TEMPORARY LIMITS OF DISTURBANCE O °a
Ll! �
5. INSTALL ACCESS ROAD GRAVEL, CULVERT, FLARED END SECTIONS AND RIP RAP ENERGY DISSIPATER
B. RETURN STREAM FLOW BY REMOVING PUMP AROUND PUMPS AND DIKES
266
270
.\ I
272
1 \.
II
STREAM BUFR(ZOEXISTING W A NEI EXISTING PROPERTY I -28J zeI'�
BOUNDARY) BOUNDARY (NP.)
EXISTING 50' RIPARIAN EXISTING tel'ftffifv\ \ \
UNPAVEDROAO - PROPOSED
STREAM BUFFER (ZONE 2 (TYP I SKIMMER BASIN
BOUNDARY) L
EXISTING STREAM ('\\( •PROPOSED PERMANENT
TOB(TYP.) i 7::—Nt 2� . FENCE
I - UNE 7F.PJ
\-31 . ' N}fl sl�iY71+fiYfliIY l
PROPOSED `
SKIMMER BASIN ff `
PROPOSED
SKIMMER BASIN I y ro JI`
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
THISBAR 181 INCH IN LENGTH
ON ORIGW4L DRAWING
0 1"
I
IF ITS NOT I INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
100 50 0 100
SCALE: 1 INCH = 100 FEET
ORIGINAL DRAWING SIZE IS 24 x 36
STREAM CROSSING EXHIBIT
HAYWOOD SOLAR SITE
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
rEmEmmamasm
SOL RVICE
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
EXHIBIT
PROJECT NO. 201Hi4322
ISSUE DATE 0645=8
CURRENT REVISION E 1
DESIGNED BY MEW
DRAWN BY MEW
CHECKED BY JAC
APPROVEDBY JAC SHEET 1&2
BURIED A MINIMUM
OF SBELOW
MARK -4.67 CY (FILL AREA
CALCULATED
ACCESS ROAD -
(�" ro ' PROPOSED SILT FENCE r
STREAM BED
AT 6.3 SF AND
CONSERVATIVELY ASSUMED TO
-
�EDSI
I I'
fl�
RUN FOR ENTIRE LENGTH OF
_
?BO?�Br
PIPE. ACTUAL FILL WILL BE LESS):
t-
?o
\
-.
N
LIMITS OF DISTURBANCE
APPROXIMATELY=0.003AC
!
PROPOSED LIMIT OF
1
\
'7r7�
DIS
DISTURBANCE (TVP.)
\ PROPOSED SILT FENCE (TIP.)
_
.. _
CROSSING
ZONE1
TEMPPACT
ZONE2 ZONEIPERMANENT
ZONE2PERMANENT
TEMIMPACT RY PERMANENT PERMANENT
TEMPORARY
PERMANENT
AREAOFIMPACT
AVF
RYANL. CARTER
NUMBER IMPACTAREA
DESCRIPTION
IMPACT
IMPACT IMPACT IMPACT
IMPACT (LINEAR
IMPACT (LINEAR
(ACRES)
P/N: 273600249245
(SQUARE FEET)
(SQUARE FEET) (SQUARE FEET) (SQUARE FEET)
FEET)
FEET)
D.S.: 2637, PG.: 53
(2) 48 LF CLASS IV RCP, 24 LF OF
STREAM 1
CROSSING 1
RIP RAP, 16' WIDE ACCESS ROAD,
110
100 3,175 1,618
20 LF
(PIPE 1)
ELECTRICAL CONDUIT,
84 LF
.048 AC
TEMPORARY PUMP AROUND
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
THISBAR 181 INCH IN LENGTH
ON ORIGW4L DRAWING
0 1"
I
IF ITS NOT I INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
100 50 0 100
SCALE: 1 INCH = 100 FEET
ORIGINAL DRAWING SIZE IS 24 x 36
STREAM CROSSING EXHIBIT
HAYWOOD SOLAR SITE
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
rEmEmmamasm
SOL RVICE
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
EXHIBIT
PROJECT NO. 201Hi4322
ISSUE DATE 0645=8
CURRENT REVISION E 1
DESIGNED BY MEW
DRAWN BY MEW
CHECKED BY JAC
APPROVEDBY JAC SHEET 1&2

OUTLET
Do 3Do
La W
RIP RAP
d
PIPE 1
(2) 38'.1
24' 1 g
1
RLASS
IPPRAPI
22'
LENGTH (La)
d\FIT
FILTER BLANKET
SECTION
!
IfJ9P[tT RPE INkET %piECileN AT LENe! NEEI4Y q1D PFfER
Fwcn slcrincPNr llrz 111011 oa caFwTEa1 nnrsau EVEar ro sl>:
IF PNI EItOBIGd Aatxxo(Xi BBOVITIE PoPPM1Y19 TNtEN PULE
oa u T1Earcl,re H+VE eEe1 axoocm IlaxEovmr NnxEP11
NEm®aEPNte TO PREYEM FIRTER MM W E
O RIP RAP ENERGY DISSIPATER DETAIL
NO SCALE
STREAM CROSSING PUMP AROUND NOTES
1. THIS WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND IN -STREAM
CONSTRUCTION AREA
2. CONSTRUCTION ACTIVITIES INCLUDING THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES SHOULD NOT BEGIN UNTIL ALL NECESSARY
EASEMENT AND/OR RIGHT-OF-WAYS HAVE BEEN ACQUIRED. ALL EXISTING UTILITIES SHOULD BE MARKED IN THE FIELD PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO EXISTING UTILITIES THAT MAY RESULT FROM CONSTRUCTION AND SHOULD REPAIR DAMAGES AT
HIS/HER OWN EXPENSE TO THE COUNTY'S OR UTILITY COMPANY SATISFACTION.
3. CONSTRUCTION SHOULD NOT BEGIN UNTIL ALL SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE INSPECTOR. THE
CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER
POSSIBLE
4. SCHEDULE CONSTRUCTION TO BEGIN AND END IN PERIODS OF DRY WEATHER WORK SHOULD NOT BE CONDUCTED IN THE CHANNEUSTREAM DURING RAIN
EVENTS.
5. THE CONTRACTOR SHOULD ONLY BEGIN WORK IN AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY INCLUDING BUT LIMITED TO GRADING. AT THE
END OF EACH WORK DAY, THE WORK AREA MUST BE STABILIZED AND THE PUMP AROUND REMOVED FROM THE CHANNEUSTREAM.
S. THE CONTRACTOR SWILL BEGIN WORK AT THE UPSTREAM SECTION AND PROCEED DOWNSTREAM BEGINNING WITH THE ESTABLISHMENT OF THE CLEAN
WATER DIKE AND STREAM DIVERSION PUMPS.
7. SANDBAG DIKES SHOULD BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA AS SHOWN ON PLANS, AND STREAM FLOW SHOULD BE
PUMPED AROUND WORK AREA THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS.
S. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER
APPROVED SOURCE. THE MEASURE SHOULD BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL STREAM BELOW THE DOWNSTREAM
SANDBAG DIKE
B. ALL STREAM RESTORATION MEASURES SHOULD BE INSTALLED AS INDICATED BY THE PLANS AND DETAILS AND ALL BANKS GRADED IN ACCORDANCE WITH THE
GRADING PLANS AND TYPICAL CROSSSECTIONS. ALL GRADING MUST BE STABILIZED AT THE END OF EACH WORK DAY WITH SEED AND MULCH OR SEED AND
MATTING AS SPECIFIED ON THE PLANS.
10. AFTER AN AREA IS COMPLETE AND STABILIZED, THE CLEAN WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLUSH, A NEW CLEAN WATER DIKE
SHOULD BE ESTABLISHED UPSTREAM FROM THE OLD SEDIMENT DIKE FINALLY, UPON ESTABLISHMENT OF A NEW SEDIMENT DIKE BELOW THE OLD, THE OLD
SEDIMENT DIKE SHOULD BE REMOVED.
11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS TO AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES UNTIL THE SEDIMENT
CONTROL INSPECTOR APPROVES THEIR REMOVAL
12. AFTER CONSTRUCTION, ALL DISTURBED AREAS SHALL BE REGRADED AND REVEGETATED AS PER THE PLANS.
KLE/NFELOER
Night
W WWJa.E6FBDFRCOM
NG UCFlEE a F•1113
SaAk-
REVISIONS
DSN CHK
REV DESCRIPTION ____ ___ DATE
arm moNn df wm" dim
STREAM PUMP AROUND DETAIL
` NO SCALE
HAYVYOOD SOLAR SITE
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
EXHIBIT
PROJECT NO. 20164322
SHEET
n
C_L
E -2
2 of 2
ISSUE DATE 644&2016
CURRENT REVISION
SUBMITTED FOR
DRAWN BY MEW
X=' edwAn
APPROVED BY JAC
PERMITTING
DO NOT USE FOR
CONSTRUCTION
. dM /rA
_
I'"m
1 i low L YIW AL>M
6r4elee Wuetum ehao
not pM up eeament
HM In bucket to he
r
sedim oddho •�
cionrfnrlOf�J
SCALE VERIFICATION
•
•fIfIY� ,
� ...(1jl1i~p
i
THIS BAR 151INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
IF ITS NOT 1 INCH ON THS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
>t[CTId1 A#
Yll�olelom rlmBJr
wwk wu
•
R ��"�"M""M
ORIGINAL DRANANO SIZE IS 24 x 35
..............
STREAM CROSSING EXHIBIT
arm moNn df wm" dim
STREAM PUMP AROUND DETAIL
` NO SCALE
HAYVYOOD SOLAR SITE
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
EXHIBIT
PROJECT NO. 20164322
SHEET
n
C_L
E -2
2 of 2
ISSUE DATE 644&2016
CURRENT REVISION
DESIGNED BY MEW
DRAWN BY MEW
CHECKED BY JAC
APPROVED BY JAC

R
p SITE
O �A
O
2G
LU^
�y
US HWy264
VICINITY MAP
NTS
PROPERTY OWNER: JAMES D. GOLDSTON JR
DEED BOOK: 2686 PAGE: 331
PIN: 273600346003 8 273600349557
CONSTRUCTION PLANS
NPDES GENERAL PERMIT NCG 010000
1. THE PURPOSE OF THIS GENERAL PERMIT IS TO MANDATE GROUND STABILIZATION IN 7 DAYS ON
PERIMETER AREAS AND SLOPES GREATER THAN 3:1 AND 14 DAYS ON OTHER AREAS. SEE THIS
SHEET FOR CURRENT SLOPE STABILIZATION CRITERIA.
2. YOU MUST IMPLEMENT THE EROSION AND SEDIMENT CONTROL PLAN APPROVED FOR YOUR
PROJECT BY THE DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL PROGRAM.
3. YOU MUST KEEP RAIN GAUGE ON SITE.
4. YOU MUST INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST ONCE A WEEK
AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH (DURING 24 HOUR
PERIOD). YOU MUST TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE.
5. YOU MUST INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES YOUR SITE AND
EVALUATE THE EFFECT ON NEARBY STREAMS OR WETLANDS. CORRECTIVE ACTION MUST BE
TAKEN IF SEDIMENT IS DEPOSITED OFF SITE OR INTO A STREAM OR WETLAND, OR CAUSES A
VISIBLE INCREASE IN TURBIDITY OF ANY WATERBODY.
B. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS. DEDICATED AREA FOR DEMOLITION,
CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STEAMS
UNLESS NO REASONABLE ALTERNATIVE IS AVAILABLE. EARTHEN -MATERIAL STOCKPILES MUST BE
LOCATED 50' FROM STORM DRAINS AND STEAMS UNLESS NO REASONABLE ALTERVATIVE IS
AVAILABLE. CONCRETE MATERIAL MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS, OR BUFFERS.
7. YOU MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.
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-54.1"
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;
CLEARING AND GRUBBING OF EXISTING GROUND COVER;
COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS;
INSTALLATION OF STORM DRAINAGE FACILITIES;
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.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
NASH COUNTY, NCDEQ LAND QUALITY, AND NCDOT
STANDARDS AND SPECIFICATIONS.
FOR
NASH 97
SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NC 27557
;TSGLAR
SERVICESe edge to achieving lowest LCOS
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 29166
703-592-6355
KLE/NFELOER
BrlghtpscGATEWAY CENTER BL
3500 GATEWAY CENTER BLVD
MORRISMI-LE, INC 27560
www.kleinfelder.com 0: 919-755-5011 F: 919-755-1414
NC LICENSE # F-1143
1) Ground StsMUntion•
r- DER
� - miright People. Right Solutions.
%UNE: 91&TS 'I
VYYY W.Klf1NFEL0ER.COM
^�^ NC UCFNSE t F -11N
�J W'
LU Z
rU.'J U H i
CD � F- MAt
GJ � _ jJ"r
1 W d +•,,,,r4 per'
11
C_0
REVISIONS
/ W DSN CHK
REV DESCRIPTION DATE
OWN APP
�•_/ Z 2m
LU_
co
Sits Area
Stabilindoa
Stabili ndon Thee
DeKrbdm
lYms From
From Excepdons
• rainwo dikes,
GRADING, DRAINAGE & EROSION CONTROL PLAN
C-5
stvala, dilc6es
7 days
Now
and
DETAILS
C-8
• Hi=lt Quality
C-9
DETAILS CALL 48 HOURS
WMa (HQW)
zoos
7 days
None
SHEET 1 &9
If slopes are 10' or
• Slopes steeper
7 deys
less in lef& mind are
dm 3:1
sot sleeper titan 2:1,
14 dm are allowed.
• Slopes 3:1 or
7 -days for slopes
14 days
F'� d�uan 3�0 fed
flatter
In length
• AN oidia areas
None
(excerptp for
witlr slopes flatlet
14 days
perbneters and
dna 4:1
W Zones
• "Extensions of time tiny be approved by lbs permitting sudwrity
basad out weadter or other sire -specific conditions the ante compliance
itupractieabls." (Section 11.D(2Xb))
SHEET DESCRIPTION
C-1
COVER
C-2
EXISTING CONDITIONS PLAN
C-3
SITE PLAN
C-4
GRADING, DRAINAGE & EROSION CONTROL PLAN
C-5
EROSION CONTROL CALCULATIONS & INSETS
C-6
EROSION CONTROL CALCULATIONS & INSETS
C-7
DETAILS
C-8
DETAILS
C-9
DETAILS CALL 48 HOURS
BEFORE YOU DIG
JBC
SHEET 1 &9
asY L
,i9r19r.ON
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
O 1
I
IF ITS NOT 1 INCH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 x 36
COVER
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
CONSTRUCTION
PROJECT NO.
20164321
ISSUE DATE
0331-2016
CURRENT REVISION -
DESIGNED BY
MDD
1
DRAWN BY
moo
CHECKED BY
JBC
APPROVED BY
JBC
SHEET 1 &9

LEGEND
PROJECT NO. 20164321
— — — 300 — —
— EXISTING MAJOR CONTOUR (10)
— ---' --- 302 -- - ---
EXISTING MINOR CONTOUR (Z)
— — — —
EXISTING PROPERTY BOUNDARY
—
EXISTING ADJACENT PROPERTY BOUNDARY
— — —
— EXISTING PROPERTY SETBACK
— — — — —
— EXISTING VEGETATIVE SETBACK
EXISTING TREE UNE
________________________
__ EXISTING EASEMENT
+/ // / / / . _ - 274'
EXISTING EDGE OF PAVEMENT
—
EXISTING UNPAVED ROAD
— — —
EXISTING 50' STREAM BUFFER
— — — — —
— EXISTING STREAM
2166. PG.: 188
EXISTING STREAM TOB
R/W
EXISTING RIGHT-OF-WAY
-------------- EXISTING CULVERT
— — -OHE - — — -OHE -
— EXISTING OVERHEAD ELECTRIC LINE
.o'
EXISTING UTILITY POLE
DEXISTING
STRUCTURE
NOTES
1. EXISTING TOPOGRAPHIC DATAAND SURVEY PROVIDED BY
MCKIM 8 CREED, DATED JUNE 29, 2015.
2. THIS PROPOSED LIES WITHIN A FEMA DESIGNATED 100
YEAR FLOOD HAZARD AREA PER FEMA PANEL
#3T2027260DL, DATED 04-16-2013.
3. PARENT PARCEL INFORMATION:
PROPERTY OWNER: JAMES D. GOLDSTON JR
PI N: 27360D346D03 8 273500349557
DEED BOOK: 2686 PAGE: 331 _ _
WA JOSEPH HOWARD WAGNER
4. NO ONSITE WETLANDS WILL BE IMPACTED. _
•/
P/N: 273600264322
5. EXISTING VEGETATION AND NATURAL AREAS WILL BE (`.,, D.B.: 2594, PG.: 816
PROTECTED TO THE GREATEST EXTENT POSSIBLE. ,x
\ �I
MINIMAL CLEARING OF THE LAND SHALL BE UNDERTAKEN- T, W�STI
� DNG N
DURING DEVELOPMENT. / / (TYP')
/ I / o'<
EXISTING 100 -YR �'- I r 9 ,n N N N r.,
�•.'
- - FLOODPWNINPJ .1� N . .•_ rt
\\I
1/t / �.Y. _ I `\ •�\ `,t ``\�i`�\\`\\ I\�
--�� r.-- ••__.._.; I I� o �'c� r /' / /r �/, r i/ /7 j''�; - ���4 1 l' \I1�\� ••\•\ 1�•.
EXISTING FLOODPLAIN I i�'i1 / i !t•.p I / ._% / I
EXISTING WETLANDEXISTING 50' STREAM I i r 1 . /r/ .. 1 r i :. /
EXISTING ADJACENT BUFFER (TYP.) / I�-- / . �%. ,"/,G ... �' `. l t {' , ` •':\ ` +F,`
PROPERTY BOUNDARY , Y f / ,''i •�.- .fir/•� \P 1 41 �. \ \ '\ \\ `': J;� ,, I.
1
2661 \ \
EXISTING UTILITY
POLE (TYPJ
ELECTRIC LINES (TYPJ
EXISTING EDGE
OFPAVEMENT
EXISTING STREET SIGN
EXITING TREES TO BE REMOVED FOR
PERMANENT DRIVEWAY ENTRANCE
EXISTING 15" CMP PIPE
(TO BE REMOVED)
EXISTING 47' CMP
ROCKY CROSS ROAD
60' PUBUC RAN
EXISTING TREE
�UNETYP.
PROJECT NO. 20164321
�_f'�
LL
SHEET 2 019
RISDICTIONAL STREAM `. • _ _y—„ ,. ? \ t l "�� 1 m11Y `.
: `.\ ..-`•�... - i�/i
G.'///,� / 270
CURRENT REVISION -
DESIGNED BY MoD
DRAWN BY MDD
CHECKED BY JBC
\
'
WF
+/ // / / / . _ - 274'
.\•
AMANDA KEITH
PIN: 2 73600257514
.\..
\ \\',•, ' 1
,26�260.g
30'CPBL EASEMENT'
r D.B.: 989, PG.: 305
2166. PG.: 188
-/2/76._ _`
\`• ' �. •\ •`„.• ..• \\.--
I\ \ `�. -
/279--
2DB:
64
V282 —
s'1
EXISTING UNPAVED
ROAD(TYPJ
EXISTING PROPERTY
BOUNDARY (T)
;I/'!'� / r2&, JAMES D. GOLDSTON JR.
I;'((,� / / I PIN: 2736003460038
;I Ni,' ;' ! / I 273600349557 \
/ ' /
'
/I, D.8.:2686, PG -:331_
,'P
0 os
's \
d0 2 \
'I AT&T TELEPHONE \
BOX
a \
O `a`• \ EXISTING JURISDICTIONAL STREAM ,
Z�'�+`-��•' \�,, :(THIS STREAM NOT SUBJECT TO t I'
BUFFER RULES)
EXISTING TRANSFORMER
N/F
MICHAEL E. SARTAIN AND
WIFE, BARBARA S. SARTAIN
PIN: 273600243791
O.B.: 2372, PG.: 300
WF
JOHN KRIS JOHNSON
PIN:273600243791
D.B.: 1510, PG.: 154
( � \ \\•\ \� � 1 tl'' � ryVry i'' l ti (j + i I /� ! i92-- � .I. .INN\I �; \\\� '`t 'F
6 it
/ EXISTING \, _ \ 1 1 \,/ �, `4 \• }
ABANDONED WELL `.\ }} )` N� `. } tl \ . ..^
\
EXISTING STRUCTURE \ 5 \ \•\ \\ I / ro f ` Ji rv�e I ( r — 0�`\, I i' rll(+l�/1 r�
\(TO BE REMOVED) .\ \ '. \ ``, .`I •} /ry rv` m ?' j I1 i / ! 1 h I , I?' 1 / �i20o ; I I I Syll1 r
!f \ t EXISTING/ ! ! /• p
JURISDICTIONAL STREAM
1� � `\`\` \\ `\I Ili /I ''/ l;ri /r % // I ,�, /' ,/ / I?�•�/?, !!!
EXISTING STREAM
r( ) 304' /
'•.\ ..\ • \`,,'. ' : I I TOB TYP.
/ / � ` '`\ \ ''•�'+.':�'': (1;,11,' i+ II I t I' i 1 I � i/I I �'�F ,I�
_ 25'LAfJDSCAPING SETBACK I I , llr �./ <'•\\ • \' ``- ''. \\\ \ I I I 1 1
—T—__ 15'SIDE BUILDING SETBACK_— i I_1
RYAN CARTER
PIN: 273600249245
0.8.: 2637, PG.: 53
AW
TONY RANDALL CARTER
PIN: 273600347054
D.B.: 2637, PG.: 49
KLE/NFEL...
`- Bright People. Right Solutions
SEAL t
03� a
REVISIONS��
REV DESCRIPTION DSN CHK DATE
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
N 0 11.
IF ITS NOT 1 INCH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
0 100 200 300
SCALE: 1° =10P SCALE IN FEET
ORIGINAL DRAWING SI7E IS 24 x 36
EXISTING CONDITIONS PLAN
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
�
_ �FI
C' SOLAR SERVICES
� �rmunwam.cw,wm,ncttna
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
CONSTRUCTION
PROJECT NO. 20164321
�_f'�
LL
SHEET 2 019
ISSUE DATE 03-31-2016
CURRENT REVISION -
DESIGNED BY MoD
DRAWN BY MDD
CHECKED BY JBC
APPROVED BY JBC

LEGEND
_ _ __ -.._
T! J
— - - -
- — EXISTING PROPERTY BOUNDARY
— --- ---
------- EXISTING ADJACENT PROPERTY BOUNDARY
- - - - --
-- EXISTING PROPERTY SETBACK
-
- EXISTING VEGETATIVE SETBACK
------------------------
EXISTING EASEMENT
-----
EXISTING EDGE OF ROAD
- - - - -
- - EXISTING UNPAVED ROAD
- - - - -
- - EXISTING STREAM CENTERLINE
EXISTING TREE UNE
/
PROPOSED TREE UNE
- - -
EXISTING SO STREAM BUFFER
:.:.
EXISTING STREAM
—
EXISTING CULVERT
11M
EXISTING RIGHT-OF-WAY
- - -OHE - - -- -OHE
- - EXISTING OVERHEAD ELECTRIC UNE
EXISTING UTILITY POLE
PROPOSED CULVERT
- - - - - - PROPOSED LIMIT OF DISTURBANCE
PROPOSED PERMANENT FENCE
I I
EXISTING STRUCTURE
tro .
EXISTING 100 -YEAR FLOODPLAIN
®
PROPOSED LAYDOWN AREA
cT3. f
PROPOSED PERM/WENT GRAVEL
ACCESS ROAD WITH W ABC BASE
PROPOSED LIGHT DUTY ACCESS ROAD ITO
BE INSTALLED POST CONSTRUCTION)
OEXISTING
WETLAND
PERMANENT RIP -RAP PAD
m
CULVERT INLETIOUTLET PROTECTION
NOTES
1. EXISTING TOPOGRAPHIC DATA AND SURVEY PROVIDED BY
MCKIM 6 CREED, DATED JUNE 29, 2015.
2. THIS PROPOSED UES WITHIN A FEMA DESIGNATED IDD
YEAR FLOOD HAZARD AREA PER FEMA PANEL
#3720272600L, DATED 0416.2013
3. PARENT PARCEL INFORMATION:
PROPERTY OWNER: JAMES 0. GOLDSTON JR
PIN: 273600346003 6 273600349557
DEED B00K. 2686 PAGE: 331
4. NO ONSITE WETLANDS WILL BE IMPACTED.
JOSEPH HOWARD WAGNER
5. EXISTING VEGETATION AND NATURAL AREAS WALL BE ✓ PIN: 2730264322 j 4;b
PROTECTED TO THE GREATEST EXTENT POSSIBLE. \ D.B.: 2594, PG.. 816
MINIMAL CLEARING OF THE LAND SHALL BE UNDERTAKEN
WETLAND (TVP)
DURING DEVELOPMENT. I
fes'" / \
EXISTING JN
FL0
� \ TIDPLMN M (TVP.)
EXISTING 50' STREAM
EXISTING ADJACENT BUFFER INP.)
OI
PROPERTY BOUNDARY S
1 ` l
— - -`- EXISTING TRIBUTARY STREAM
EXISTING TREE
LINE (TYP.)
EXISTING UTILITY
POLE (TYP.)
1 1EXISTING OVERHEAD
``\ ELECTRIC LINES (TVP.)
30' CPBL EASEMENTEXISTING EDGE PROPOSED PERMANENT 20'VVIDE GRAVEL
Z ACCESS ROAD WITH e' ABC BASE
D.B.: 988. PG.: 305 OF PAVEMENT
A PROPOSED PROPOSEDTREE
•
' t - PERMANENT GATE LINE(TYP.)
PROPOSED PIPE 2 '
56 LF OF 1S' 0 CLASS IV RCP ® 1.8%
EXISTING
CMP PIPE
I^
O' EXISTING
LL TRIBUTARY
STREAM
Y.�
AMANDAFKEITH
I'
PIN: 273600257514
D.B.: 2186. PG.: 188NW
�j N9WIHI :R w
743 1 \
0
EXISTING PROPERTY EXISTING UNPAVED
-BOUNDARY (TYP.) - ROAD ITYPa� - - 1� - +- -'��•� �- . t
i \
/ I //'- 1 ^ 3' ' JAMES D (iOLDS7ON JRR.-'1
,l PIN' 273808318803 6
�"`^--""iN,T•- �'i-'�L-L-L--LI ,.� ::- '
_ _ __ -.._
T! J
. u,t
_
,H,,
!
OR.: 2860. PG. 331
.-e�- -.-cc' „: rU.. _+".._..-„Pt7F."R"7PNAI•,•3-aff�LL'*
PROPOSED UGHT DUTY
/
'..
:.:.
-
_ 'i 20'NADE ACCEHT=
�Ii T'[QL'l11lNCG ,i"LLL .-'l -
' 9&i �•lfl(TO BEINSTALLED POST=tUittIt
I+
PROPOSED=-��FIE'i:1Fe
7""4 LAYD0WM AREA IPPP1nFPP • CONSTRUCTION) RFpP P .,.
�
' �II'9R�7+'9
41P9A'99 xR
F
/
J!HP'$Er^
I
(
EXISTING
•--
-1
�':
I
JURISDICTION
-`I�•• •'";'
"LI:
1
—
'-� :' .: •�--..
I
STREAM
""2f.W' .:z”;
.:. -.:
I
'T Lig-14;•T
- PROPOSED
AEW.
_z -
1
.l^pmDu m! -E ^!Inm^'It1111111P1^T-IIIIRTTIffm-IifT fi
EXISTING T
1
`•
\
_
SOLAR ARRAY
LAYAOUT
_..
- - ABANDONED WELL
ROCKY CROSS ROAD EXISTING \
60' PUBLIC RNY TRANSFORMER
M
AVF I I:L' iH35
SUMMARY INFORMATION
DEVELOPMENT NAME: NASH 97 SOLAR FARM
STREET ADDRESS: ROCKY CROSSROAD
PIN: 273600346003& 273800349557
SITE ACREAGE: 30 ACRES
EXISTING USE: VACANT LAND
PROPOSED USE: POWER GENERATION FACILITY
PROPOSED IMPERVIOUS AREA: 2.41 ACRES
DEVELOPER: ENGINEER:
EVERGREEN SOLAR KLEINFELDER INC.
21525 RIDGETOP 3500 GATEWAY CENTRE BLVD., SUITE 200
CIRCLE, SUITE 140 MORRISVILLE, NO 27560
STERLING, VA 20166 919-755-5011
703-592-6355
_ PROPOSEOPERMANENT
pig Nw.---.I FENCE LINE (TYP.)
3qITF. 4t.... t31F 1t r .$ffl+1 NI}ICN•T flflTilfBflf-tHT fF�t"^df=llr I /
MICHAEL E SARTAIN AND 1 E.11f11`Pllrm`nFFITT111IQ0IlN II ":,,L1L�Cl1ff7T01'0IIIIILN�➢QN
WIFE, BARBARA S. SARTAIN III .,
PIN: 273800243791 - : \ I 1 PROPOSED UGHT DUTY
D.B: 2372 PG: 300 PROPOSED _r-�. \ 20'YNDE ACCESS R0AD"
' �. I (TO BE INSTALLED POST .
NVF , 1 I �. CONSTRUCTION)
}} JOHN KRIS JOHNSON I I r
} PIN:273B00243791 _ - - -
tl D.B.: 1510, PG: 154 I L
`tw.nn,n.n.nuJ
AR 5m ILA RREEREE-f- Rk�:f' .F-, """ +&_?&C'B - / I I :LHiHHkk+'firlt lLI1H.L'iMHhi' 4a1iH 41,ftrJllWtliNHfkr;oav'=k'mu�klhHHFiH.'1•w .HFN>t NF-tli.1. /
C[IDCI UAi IMU
E�R7 PROPOSED
I
PERMANENT GATErtI i
PROPOSED
•�� _ PERMANENT GATE
PROPOSED PIPE 1 PROPOSED LIMIT OF 1
2�LANDSCAPING SETBACK 48 LF OF 2 3W 0 CLASS IV RCP 2.1 % DISTURBANCE (TYP.) I 1
- - -15' SID- IL. -INS S
RYAN L CARTER �}
PIN: 273800249245 ) AVF
D.R: 2637, PG.: 53 TONY RANDALL CARTER
PIN: 273600347051
D.B.: 2637. PG.: 49
I
(00-- DHf ?
�- Bright People. Right Solutions.
YWIWm91a1SL011
.KIEINFELOER.CON
NC LICEN6Et F•11p
'SM
SEAL 1
- OK99 4 meq,.
REVISIONS
OSN CHK
DESCRIPTION
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1i
IF ITS NOT 1 INCH ON Tit9
SHEET ADJUST YOUR
SCALES ACCORDINGLY
0 100 200 300
SCALE: 1' =100 SCALE IN FEET
ORIGINAL DRAWING SIZE IS 24 z 36
SITE PLAN
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
LS0L.Ag8EgVICm
•wun aw w+a•.4 xw m
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERUNG, VA 20166
CONSTRUCTION
PROJECT NO. 20164321
ISSUE DATE 0331-2016
CURRENT REVISION - C 3
DESIGNED BY MOD
DRAWN BY MDD
CHECKED BY JBC
PROVED
APBY 1— SHEET 3 d 9

CONSTRUCTION SEQUENCE
1. OBTAIN NCDEQ LAND DISTURBANCE PERMIT AND SCHEDULE A
PRECONSTRUCTION MEETING WITH NCDEQ LAND QUAUTY INSPECTOR AT
252-946-6481.
2. INSTALL CONSTRUCTION ENTRANCE, AND WHEN COMPLETE, INSTALL THE
PERIMETER SILT FENCE. UPON COMPLETION OF INSTALLATION, 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.
6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH
VEGETATION, STONE BASE COURSE, CONCRETE, ETC. SEE DETAILS FOR
SEEDING SCHEDULE.
7. AFTER ESTABLISHMENT OF PERMANENT VEGETATION, REMOVE SILT FENCE
AND ANY REMAINING EROSION CONTROL MEASURES.
NOTES ^_-,..__.�,"
1. EXISTING TOPOGRAPHIC DATAAND SURVEY PROVIDED BY MCKIM & CREED, ( - '
DATED JUNE 29, 2015. WF '� ,"* °.-' WETLAND(TYP.) 1
T
JOSEPHHOWARD I I kb:-"•d,� �1��EXISTING
2. THIS PROPOSED LIES WITHIN A FEMA DESIGNATED 100 YEAR FLOOD HAZARD WAGNER I
AREA PER FEMA PANEL#372027260DL, DATED 0416-2013 PIN.' 2 73 60 0__122
EXISTING 100.YR : \ ,
D B.: 2594, PG.: 616�It �IFLOODPLAIN (TYP
J
3. PARENT PARCEL INFORMATION: ` _
PROPERTY OWNER: JAMES D. GOLDSTON JR -_\/I='u"{t,°>c7
7360349557
DEED BOOK: 2686PA(J`. fes•\"-�._�\//�\ !//-/ cT ?sm `ry s\:l •j `r•'`�•1
\\
4. NO ONSITE WETLANDS WILL BE IMPACTED. I I %��'�•; �\''/,1 /I I/d'�/ _.s' 1\\ �\\\1\'It\` 'y�\\\\\ \�,
5. EXISTING VEGETATION AND NATURAL AREAS WILL BE PROTECTED TO THE
GREATEST EXTENT POSSIBLE. MINIMAL CLEARING OF THE LAND SHALL BE
UNDERTAII I', h ryH ��JAMES D. GOLOSTON JR.
r !r PIN: 273600346003 &
KEN DURING DEVELOPMENT. I ( r ry ,,, \\ \ \
TEXISTING TREE EXISTING ADJACENT J
UNE (TYP.) PROPERTY BOUNDARY
EXISTING UTILITY
POLE (TYP.) NIF
30'CP&L EASEMENT AMANDAKEITHPIN' 273WO257514
D.B.: 988, PG.: 305 D.B: 2186, PG: 168
+} EXISTING OVERHEAD
1� ELECTRIC UNES (TYP.)
` EXISTING EDGE PROPOSED DIVERSION DITCH SKAA
+ OFPAVEMENT WITH ROCK CHECK DAMS EVERY 25 LF.
y
SEE INSET SEE SHEET C-5 FOR CALCULATIONS
,
` SHEET SHEET C-5
ACCESPROPOS ROAD WITH W ABC' WIDE GRAVEL
} 41 2g1 Yvv ACCESS ROAD WITH 6"ABC BASE PROPOSED DIVERSION DITCH SK 2A
WITHROCK EE SHEET
DOR EVERY
CALCULA Lg
` SEE SHEET C-5 FOR CALCULATIONS /
-•s n � m r
1I \ b
•'6
3+ N +V r N 6+ r
\ r
• l i � :`. I N� II
"-flN�',•-�..",1"NF!+�"�i"Hfr�=�9,En,•dfiHl!..,i. IA':•'�'Fl3'x,rf'4 y•...ifl±�;'i�A"tii�'f1fIF%•,:."'�i +
it I) PROPOSED , EROSION CONTROL
I� i,Y� , �. rLAYDOWNW-AREA ..--1- ,i -m-, LINER IN P.)
:I v) "� \ \ f!f./ ' _PROPOSED 12" Tim
\\ X \-COMPO ST FILTER SOCK
\ �\ uS - \ /• SLOBR
PEEAKER (TYP.)
SHEET C-9. DETAIL 17)tC
I S s I Y\ \ L \t .I :i tm -lmn.T'Rt" -n="1m'-' U
PROPOSED SKIMMER BASIN-T•-"''�
(� �'•�\�� •� \ \` t ISKASEEINSETA SHEETC-5 -�
�1� C
'=-ri11F:re.IH6 ,ii'nf IR ' i�';m
TELEPHONE BOX\'_'r•
hr:: EXISTING:.
�� /� i "' '"'.�•, `-. \& \\' } : \ ) F ABANDONED VYELL
V T EXISTING 42` MP PIPE 1St _1 I
ISTING '• `•, t 1 C�_,_:_T•.:'Ti�+.
TRANSFORMER y \ 1 t PROPOSED ROCK
ROCKY CROSS ROAD CHECK DAM (NP.)
60'111BLIC.11 - ` ,�„ ', ,
MICHAEL E. SARTAINAN,,
.
WIFE, BARBARA
PIN: 27360024 3 791
D.B.: 2372, PG.: 300 I i t
JOHN KRIS JOHNSON
Y PIN: 273600243791 \ 1
J
_ \
I i
yy-- D.B.: 1510 PG: 154 •�"' �
\\� j
r PROPOSED SILT FENCE (TYP.)
SK -2 SEE INSET B, SHEET C-5
I fl I I j ,ybR / / 273600349557
D.B.: 2686, PG.: 331
Y / ( f I !/i Ii• I-, i /I I 'I e}} \ t , �\t (,1 � II
EXISTING so'STREAM ,�/f v/ ri I 1 L'll/-•.��•�'71 I ij II C ,I j 1 1 \ ` \\ V \
BUFFER(TYP.)
-- I� --/� !' ���,-//JI"'•~\ \\.\�}`}I /PROPOSED DIVERSION DITCH SK -SA \' `
WITH ROCK CHECK DAMS EVERY 45 LF. }
SEE SHEET C-5 FOR CALCULATIONS It sl
266__ f ( I 'PROPOSED SKIMMER BASIN
PROPOSED FILTER SOCK -AREA 1 •� 1'� _ \ \ \ \\� } SK -S SEE INSET G. SHEET C$
SEE INSETJ SHEET C$ ,1�•/i-� 26 \\ \ \\'� + r s } )
EXISTING PROPERTY
BOUNDARY (TYP.)
tyy'-
I�I
EXISTING STREAM
TOB (TYP.)
EXISTING'''���\\\
UNPAVED ROAD
/1
0
- -,�.--ter-,ter' �,
PROPOSED DIVERSION DITCH SK -28
WITH ROCK CHECK DAMS EVERY 30 LF.
SEE SHEET C-5 FOR CALCULATIONS''
;ROPOSEDDIVERSION DITCH SK-3A,.p
WITH ROCK CHECK DAMS EVERY 90 LF.'1 } ""
SEE SHEET C -S FOR CALCULATIONS �\
- PROPOSED
SOL4R ARRAY:+_t`tI0'.�1rill.Ifl11'1..Yflll.'•..AIDti , \
PROPOSED SKIMMER BASIN
SK -3 SEE INSET E, SHEET 0-6''`'� •',� \
PROPOSED DIVERSION DITCH SKAB
WITH ROCK CHECK DAMS EVERY 35 LF.
mPL14:9tL•:^a • tILi1'3fdllft PROPOSED DIVERSION DITCH SK -3B
( flYl +'-- YI!?{ii^if;IHf� V�TH ROCK CHECK0AMS EVERY 35 LF.
SEE SHEET C-5 FOR CALCULATIONS
/
272\tel\ 11 tr
PROPOSED DIVERSION DITCH SK -5B
WITH ROCK CHECK DAMS EVERY 25 LF.
SEE SHEET C-5 FOR CALCULATIONS
J F y" -
I 1
PROPOSED DIVERSION DITCH SK -6A
It
m ( / ! ! "C CHECK SEE EVERY 140LF.
SHEET C-5DAM FOR CALCULATIO S
PROPOSED DIVERSION DITCH SK -413 �,•.:
! I f ( t ry ) WITH ROCK CHECK DAMS EVERY 45 LF.
SEE SHEET C-5 FOR CALCULATIONS -
// 7�:,:_Itt
1
PROPOSED
SOLAR ARRAY Gy:
I I �'"'"±IFI}hli?araIFEL'z:•^.iFE!Lr�. LAYAOUT :a+Ir":•.:•il:l}:1'�R:[:c• \ ' \ \\� \\}�)}
2,
PROPOSED SKIMMER BASIN'�•� �`�2 ~\ ` } �' \\\1�1I��ti
\, 'If \ ==''''L'•"-+' 1'''-'I'L�E SK -6 SEE INSET H, SHEET CS'U \ 1 }) i f //� I •+
PROPOSED DIVERSION DITCH SK -613
�-•'-EJ"' WITH ROCK CHECK DAMS EVERY 25 LF. `•`�: \ \ 1 S I t I t t � (1 /
LEGEND
j - y, "} •� \ \\ \\ \ \ \ 1,
1 PROPOSED SILT FENCE
--- - -----330---
-- EXISTING MAJOR CONTOUR (10')
- - - 324 -
- EXISTING MINOR CONTOUR (2)
- - - -
- - EXISTING PROPERTY BOUNDARY
-
EXISTING ADJACENT PROPERTY BOUNDARY
- - - -
- - EXISTING PROPERTY SETBACK
- - - - - -EXISTING
EXISTING VEGETATIVE SETBACK
---------------------•--
-- EASEMENT
--------------------
EXISTING EDGE OF ROAD
- - - - -
- -EXISTING UNPAVED ROAD
- - - - -
- - EXISTING STREAM CENTERUNE
^^rvti'YYmYWr'`Y-rv^rm`
FOOSTING TREE LINE
•�r•,-- rrrvrrv�-r-,-r-r'rr•,-,-�
PROPOSED TREE UNE
- - -
EXISTING 50- STREAM BUFFER
- - - - - - -
- . - EXISTINGSTREAM
-
EXISTING CULVERT
AND PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN
PROPOSED CULVERT '
..... - - - - - - PROPOSED LIMIT OF DISTURBANCE
14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
PROPOSED PERMANENT FENCE
330
PROPOSED MAJOR CONTOUR (10)
324
PROPOSED MINOR CONTOUR (2)
PIV
EXISTING RIGHT-OF-WAY
- -OHE - - - -(HE - - EXISTING OVERHEAD ELECTRIC LINE
TO > TD
PROPOSED TEMPORARY DIVERSION DITCH
PROPOSED SEDIMENT BASIN BAFFLES
-r, -r. -w -w
-r.- PROPOSED SILT FENCE
-re- - -
-.s- PROPOSED SILT FENCE
EXISTING UTILITY POLE
�-4>J
I
EXISTING STRUCTURE
m
EXISTING 100 -YEAR FLOODPLAIN
-gym
PROPOSED 24'X 100' ROCK
CONSTRUCTION ENTRANCE
PROPOSED NAG EROSION
CONTROL LINER
PROPOSED LAYDOWN AREA
T
PROPOSED PERMANENT GRAVEL
-
ACCESS ROAD WITH S' ABC BASE
r`"r= J10 Z
PROPOSED LIGHT DUTY ACCESS ROAD (TO
=%`65:Y_�9
BE INSTALLED POST CONSTRUCTION)
EXISTING WETLAND
PERMANENT RIP -RAP PAD
PROPOSED HORSESHOE INLET PROTECTION
PROPOSED SEDIMENT BASIN SKIMMER
d®
PROPOSED ROCK CHECK DAM
®
PROPOSED SILT FENCE OUTLET
/ ,�-F,-; .-:rt, .;, ,;;_•}Ix;�, ,_..sE_ESHEErasF...... cuunoNs�w\ t ( I t , jltf �ftll EROSION CONTROL NOTES
•>fQlh LLn PROPOSED SKIMMER BASIN .airY�1}II^i�." dlllGri'Ih'iF'd'rtri.fl^:I:� { t I j' J / 1 I 1
SKA SEE INSET F. SHEET CE ' r Oy \\ I, �I\ 1 1 1. , / flfl: ,l� f 'f' 1 ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE
A _ .f_.�.�mr-w•s:-.vn)r W^�f.�mc���:E 1 i (' i I 1 WITH NCDEQ STANDARDS.
' EXISTING TRIBUTARY PROPOSED FILTER SOCK -AREA' 2 I 1 1
`.. STREAM (TYP.) !EM, (SEE INSET I SHEE oC5) •_ ; It 1 (I I I It 2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN
\ •\ \\ ,� f /� IJ ( / ,c: - Y �,• ' t ' _ y�c' :7acp{,., 1� I I i i + ; (i I I f ; I i PROPER WORKING CONDITION DURING THE PERIOD OF CONSTRUCTION.
/Q( _.iWnfll ,.. •6lkfhr.•idlil :.{^.. I . +lf._. iiS'i tL:?::H :�.niiWliP.r:N. _.. I i
3. PLACE SILT FENCE OUTLETS AT LOW POINTS ALONG SILT FENCE AS
\ / Ir•;.1"�:ily:;iF7HF't:: ljfE.t��H':i<{ hfl{r•1? : JLiu'W'tINE;i'v.RiC t) 1; NECESSARY.
I J II J I mM R J f3iYm r / I I 1 f i 1 I'�llr
'.)
I
PROPOSED _ / � I4. URES AN MODIF CA ON
PR P SED DIVERSION DITCH SK -4A " �"' "' '�- 7/ / / / i /% 4. ADDITIONAL EROSION CONTROL MEAS I TI S TO
WITH ROCK CHECK DAMS EVERY 75 LF.y:,+IP'.:AYA•.;:.F+'±7r..-mr�ixs/L<,,; II fyl%t PROPOSED MEASURES MAYBE NECESSARY DEPENDING ON ACTUAL SITE
;SEE SHEET C-5 FOR CALCULATIONS• 3> rK..... P / I j 1 f//I ,I CONDITIONS.
\ \ j \ \ / ( II;`'�E-'/-j'--•-•'-•'"-' J3-- '-"-'-''•'-'-'=�1-' rC•--''+�'1''R i tJ/ 'I r / pJ 5. THE TOTAL DISTURBED AREA IS 30.0 ACRES.
3• .�I.'..'/_ ...�` '� .,._�•• ' tIlr`
14
4u
ij 6. SEE C-7, Ge, AND C-9 FOR EROSION CONTROL MEASURE DETAILS.
1,1
7. ALL ROCK CHECK DAMS SPECIFIED ON PLANS MAYBE SUBSTITUTED WITH 12°
COMPOST FILTER SOCK SEE SHEET C -B, DETAILS 12 & 14.
6,3
e. SKIMMER BASIN SLOPES TO BE MATTED WITH NAG 575BN LINER OR
�•V • V A y , } t { tl I I�EF', APPROVED EQUIVALENT. SEE SHEET C -B, DETAIL 9 AND SHEET C-9, DETAIL20.
- i I i - i I I I /
j - y, "} •� \ \\ \\ \ \ \ 1,
1 PROPOSED SILT FENCE
1 1 1 ( t ( l
9. TEMPORARY DIVERSION DITCHES SHALL BE MATTED WITH NAG EROSION
CONTROL LINER OR APPROVED EQUIVALENT. SEE SHEET C-5 AND SHEET C-8,
-+ i !. ! l i 1 / !
`'�\ ti\ , >\ } I I OUTLET (TYP.) f
I PROPOSED PERMANENT f j I I }'/ 'I
I FENCE LINE (TYP.) f i
DETAIL 19
+ROPOSED LIMIT OF -_--
)ISTURBANCE(NP.)
f-: _ Z �� - -- =
T
CROSSINGI(CALCULATIONS THIS SHEET'-
-(j-4 I-�-�
- I , /
._--_ --__ 1 ' 1
I INTENSITY
(iNhr)
�t"� 10.INSTALL COMPOST FILTERSOCKSLOPE BREAKERS AS SHOWN ON PLANSTO
INTERRUPT LARGE SLOPESAND REDUCE FLOW LENGTH DISTANCES.
COMPOST FILTER SOCK SHALL BE INSTALLED TO RUN PARALLEL TO EXISTING
ALL DRIVEWAY CULVERTS MUST HAVE MINIMUM G" OFCOVER
(00-- ADER
�• Bright People. Right Solutions.
;4 E
SFJLL
03!99 /i c
• •'�• A •CPV+.•••
REVISIONS
REV DESCRIPTION DSN CHK DATE
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
I
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
N 0
IF ITS NOT 1 INCH ON THIS
SHEET ADJ UST YOUR
SCALES ACCORDINGLY
0 100' 200' 300'
SCALE: 1" =100' SCALE IN FEET
ORIGINAL DRAWING SIZE IS 24 x 36
GRADING, DRAINAGE & EROSION CONTROL
PLAN
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
LLrVill SOLAR SERVICES
d mm,anunam m>ax�rugmnmtm4
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERUNG,VA20166
CONSTRUCTION
PROJECT NO. 20164321
ISSUE DATE 0331-2016
CURRENT REVISION w
DESIGNED BY MDD '/4
DRAWN BY MOD
CHECKED BY JBC
APPROVED BY JBC SHEET 4 019
\ SEE INSET D SHEET C-5 f
AND PROPOSED GRADES AND SHOULD REMAIN IN PLACE THROUGH THE
WF
- -
h ENTIRETY OF THE PROJECT. SEE INSETS I AND J ON SHEET C-6. SEE ALSO
RYAN L. CARTER
'
SHEET G9, DETAIL 17.
PIN: 273600249245
NIF
I INTENSITY
(iNhr)
D.B.: 2637, PG.: 53
I TONY RANDALL CARTER
11.THE PURPOSE OF THIS GENERAL PERMIT IS TO MANDATE GROUND
Vfull (fuse,c)
I PIN: 273600347054
STABILIZATION IN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN
LOWER
INVERT (ft)
D.B.: 2637, PG.: 49
3:1 AND 14 DAYS ON OTHER AREAS. SEE DETAILS SHEETS FOR CURRENT
7.15
0.35
SLOPE STABILIZATION CRITERIA
(2) 36
6.4 1
12. PLAN SHOULD INCLUDE PROVISIONS FOR GROUNDCOVER IN ACCORDANCE
275.50
274.5D
WITH NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NGG010000
ENTRANCE 2 0.69 5.0
6.50
AND PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN
1.7 1.7 1 0.0179 1 8.2
15
14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
270.00 1269.00
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
ALL DRIVEWAY CULVERTS MUST HAVE MINIMUM G" OFCOVER
(00-- ADER
�• Bright People. Right Solutions.
;4 E
SFJLL
03!99 /i c
• •'�• A •CPV+.•••
REVISIONS
REV DESCRIPTION DSN CHK DATE
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
I
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
N 0
IF ITS NOT 1 INCH ON THIS
SHEET ADJ UST YOUR
SCALES ACCORDINGLY
0 100' 200' 300'
SCALE: 1" =100' SCALE IN FEET
ORIGINAL DRAWING SIZE IS 24 x 36
GRADING, DRAINAGE & EROSION CONTROL
PLAN
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
LLrVill SOLAR SERVICES
d mm,anunam m>ax�rugmnmtm4
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERUNG,VA20166
CONSTRUCTION
PROJECT NO. 20164321
ISSUE DATE 0331-2016
CURRENT REVISION w
DESIGNED BY MDD '/4
DRAWN BY MOD
CHECKED BY JBC
APPROVED BY JBC SHEET 4 019
NASH 97 SOLAR FARM STORM DRAINAGE COMPUTATIONS
'
CROSSING PIPE INLETAREA tc TIME OF
lac) CONC.(rnin)
I INTENSITY
(iNhr)
Ce (INLET)
(AREA)
O FLOW (cls) O TOTAL FLOW SLOPE (tOft) Dth- (in)
(ds)
SIZE (I.)
Vfull (fuse,c)
LENGTH Ift)
UPPER
INVERT (tt)
LOWER
INVERT (ft)
TOP EL (ft) PIPE MATERIAL
CROSSING 1 1 32.38 7.8
7.15
0.35
1 81.03 81.0 1 D.0208 1 33.7
(2) 36
6.4 1
48.00
275.50
274.5D
280.00 CLASS IV RCP
ENTRANCE 2 0.69 5.0
6.50
0.38
1.7 1.7 1 0.0179 1 8.2
15
7.0 158.00
270.00 1269.00
271.75 CLASS IV RCP
ALL DRIVEWAY CULVERTS MUST HAVE MINIMUM G" OFCOVER
(00-- ADER
�• Bright People. Right Solutions.
;4 E
SFJLL
03!99 /i c
• •'�• A •CPV+.•••
REVISIONS
REV DESCRIPTION DSN CHK DATE
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
I
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
N 0
IF ITS NOT 1 INCH ON THIS
SHEET ADJ UST YOUR
SCALES ACCORDINGLY
0 100' 200' 300'
SCALE: 1" =100' SCALE IN FEET
ORIGINAL DRAWING SIZE IS 24 x 36
GRADING, DRAINAGE & EROSION CONTROL
PLAN
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
LLrVill SOLAR SERVICES
d mm,anunam m>ax�rugmnmtm4
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERUNG,VA20166
CONSTRUCTION
PROJECT NO. 20164321
ISSUE DATE 0331-2016
CURRENT REVISION w
DESIGNED BY MDD '/4
DRAWN BY MOD
CHECKED BY JBC
APPROVED BY JBC SHEET 4 019

PROPOSED �. �I \ As I PROPOSED SKIMMER
DIVERSION 1 BASIN SKA
DITCH SK -1A `�' `(j \ BERM ELEV.:274' \
PROPOSED NCDOT \\ / ` �I BOTTOMELEV.:/270' \ \
CLASS B RIP RAP ! \
e'LX 6W X22"THICK \ \ _ PROPOSEDNAG
S75BN EROSION
\ CONTROL LINER(TYP.) 9' \
ip.
\
AV A A A PROPOSED POROUS \
\ \ BAFFLE(TYPJ
O \ `
��� J�yOQ� I •cv \ \ dj� \ PROPOSED SKIMMER t
PROPOSEDNCDOT
I
CLASSBRIP RAP \ 'V A ��='•
1 O'LX20WX2Z'THICK \ \ \ \
-
EMERGENCY SPILLWAY
BOTTOM OF ROCK ELEV.: 272.5
TOP OF ROCK ELEV.: 273' \ \. , .•�
PROPOSEDNCDO \�� \ \ TOB: ERM
PROPOSED NCDOT' CLASS B RIP RAP
�\ TOB LENGTH: 156'
\
CLAS SARIP RAP \ 15'LX7.SW X2T THICK �` _ TOB WIDTH: 45
V
' \•\ 2'L X 2W X 9' THICK \ PROPOSED , .:@, \ \\ BOB: BOTTOM OF BASIN
\ \ \ \ '`• DIVERSION BOB LENGTH: I4D'
DITCH SK -1B \ \ BOB WIDTH:29'
INSETA
20' IV 0 20'
SCALE: 1 INCH = 20 FEET
INSET D
20' 10' 0 20'
SCALE: 1 INCH =20 FEET
PROPOSED \ /
DIVERSION PROP06EDNAG /
DITCH SK -2A S75BN EROSION
\ CONTROL LINER (TYP.)/
\ 1
PROPOSED NCDOT SF
\ !\\
�\ CLASS B RIP RAP 1 t ? \
\ 8'LX6WX2Z"THICK PROPOSED NCDOT
\ _212 CLASS A RIP RAP ? `\
2'LX 2W X9'THICK
\4270 5'
i PROPOSED NCDOT
CLASS B RIP RAP
I I 1VLX20WX22"THICK
2:1 OUTSIDE
SIDE SLOPE I YH!
(TYPJ
I\ 6F P" I I
EMERGENCY
SPILLWAY
INSIDE BOTTOM OF ROCK
SLOPE ELEV.: 2725
\, \ (TYPJ TOP OF ROCK
ELEV.:273' o
I I + PROPOSED SKIMMER
f -, I BASIN SK -2
PROPOSED NCDOT (;, BERM ELEV.: 274'
CLASS B RIP RAPBOTTOM ELEV.: 27V
8'LX6WX22"THICK / LI
TOB: TOP OF BERM
PROPOSED SKIMMER . ' TOB LENGTH: 90'
(TYPJ ' I ' TOB WIDTH: 49'
�
- PROPOSED BOB: BOTTOM OF BASIN
PROPOSED POROUS DIVERSION BOB LENGTH: 74'
BAFFLE (TYP.) 11 DITCH SK -2B I Bob WIDTH: 33'
INSET B
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
` ` INV. UP: 270.00 \ PROPOSED 24' X IOU ROCK \
PROPOSED PERMANENT
1 y (
! CLASS B RIP RAP PAD j
t \ 45 RADIUS ON \\
24'LX20WX22"THICK
1 \ ?^ CONSTRUCTION \
\ ENTRANCE -
\
i L
r S
( PROPOSED NAG
+ S75BN EROSION
I\
CONTROL LINER (TYPJ
a
SKIMMER SEDIMENT BASIN DESIGN
\�•
I I m
\ \♦
.I I O
$ _
1$ PROPOSED NCDOT
CLASS B RIPRAP:
INV. DOWN: 274.50'
_' \ 'v N'_ \
ROCKCHECK
DAM TYPJ
RIGHTSIDE
SLOPE, Z:1 (ft)
f�
CHANNELSLOPE
(tuft)
NORMAL
DEPTH (fl)
FREEBOAR
D (rt)
r
PROPOSED PIPE 1
48 LF OF 236'0
n VALUE
CLASSIV RCP @2.1%
- �\
\ INV. UP. 275.50'
0.38
7.15
\
0.24
D.24
68.27
INSET D
20' 10' 0 20'
SCALE: 1 INCH =20 FEET
PROPOSED \ /
DIVERSION PROP06EDNAG /
DITCH SK -2A S75BN EROSION
\ CONTROL LINER (TYP.)/
\ 1
PROPOSED NCDOT SF
\ !\\
�\ CLASS B RIP RAP 1 t ? \
\ 8'LX6WX2Z"THICK PROPOSED NCDOT
\ _212 CLASS A RIP RAP ? `\
2'LX 2W X9'THICK
\4270 5'
i PROPOSED NCDOT
CLASS B RIP RAP
I I 1VLX20WX22"THICK
2:1 OUTSIDE
SIDE SLOPE I YH!
(TYPJ
I\ 6F P" I I
EMERGENCY
SPILLWAY
INSIDE BOTTOM OF ROCK
SLOPE ELEV.: 2725
\, \ (TYPJ TOP OF ROCK
ELEV.:273' o
I I + PROPOSED SKIMMER
f -, I BASIN SK -2
PROPOSED NCDOT (;, BERM ELEV.: 274'
CLASS B RIP RAPBOTTOM ELEV.: 27V
8'LX6WX22"THICK / LI
TOB: TOP OF BERM
PROPOSED SKIMMER . ' TOB LENGTH: 90'
(TYPJ ' I ' TOB WIDTH: 49'
�
- PROPOSED BOB: BOTTOM OF BASIN
PROPOSED POROUS DIVERSION BOB LENGTH: 74'
BAFFLE (TYP.) 11 DITCH SK -2B I Bob WIDTH: 33'
INSET B
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
` ` INV. UP: 270.00 \ PROPOSED 24' X IOU ROCK \
PROPOSED HORSESHOE
INLET PROTECTION
\ 1 'CONSTRUCTION ENTRANCE
C \\ SEE SHEET CE, DETAIL 96 - -
PROPOSED PIPE 2
53 LF OF 15" 0
t \ 45 RADIUS ON \\
CLASS IV RCP @ \\
1.8%
1 \ ?^ CONSTRUCTION \
\ ENTRANCE -
\
SKIMMER & SEDIMENT BASIN DESIGN
JEN
SKIMMER SEDIMENT BASIN DESIGN
\�•
I I m
\ \♦
.I I O
$ _
1$ PROPOSED NCDOT
CLASS B RIPRAP:
INV. DOWN: 269'
_' \ 'v N'_ \
ROCKCHECK
DAM TYPJ
RIGHTSIDE
SLOPE, Z:1 (ft)
INSET C
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
LEGEND
---- ---330-- -- EXISTING MAJOR CONTOUR (10')
- - - 324 - - - EXISTING MINOR CONTOUR (2) rLE/NFELOER
- - EXISTING PROPERTY BOUNDARY
EXISTING ADJACENT PROPERTY BOUNDARY \\ Bright People. Right solutions.
-- - - - - EXISTING PROPERTY SETBACK
- - -- - - -
EXIST I NG VEGETATIVE SETBACK 3500 GATEWAY CENTRE BLVD., SUM 200
------------------------ EXISTING EASEMENT MOR0NE:91E75 11
ORRISV91&1555011
-- -- EXISTING EDGE OF ROAD WWW.KLEIWELDER.COM
NC UCENSE • F.1140
- - - - - - - EXISTING UNPAVED ROAD ,
- - - • - - - - - EXISTING STREAM CENTERUNE
O E ' •'YI /s•
rvvvti EXISTING TREE LINE =�'A •
r, rrr; rr�-rvv'rv-;vr,- PROPOSED TREE UNE
1f1��{4r:
- - - EXISTING 50' STREAM BUFFER 03499
��;
- - - - - - - - - EXISTING STREAM9p''PIN•'
----- .---- --- --- EXISTING CULVERT
PROPOSED CULVERT REVISIONS
.- - - - - - - PROPOSED LIMIT OF DISTURBANCE
-O c ❑ D ❑ PROPOSED PERMANENT FENCE REV DESCRIPTION USN CHK DATE
OWN APP
330 PROPOSED MAJOR CONTOUR (10')
324 PROPOSED MINOR CONTOUR (2)
EXISTING RIGHT-OF-WAY
- OHE - - - - OHE - - EXISTING OVERHEAD ELECTRIC LINE
-TDTD PROPOSED TEMPORARY DIVERSION DITCH
PROPOSED SEDIMENT BASIN BAFFLES
--�-�- PROPOSED SILT FENCE
-„-„- -�-.:- PROPOSED SILT FENCE
EXISTING UTILITY POLE
EXISTING STRUCTURE
� EXISTING 100 -YEAR FLOODPLAIN
PROPOSED 24'X 100' ROCK
CONSTRUCTION ENTRANCE
I - PROPOSED NAG EROSION
Y - CONTROL LINER
PROPOSED LAYDOWN AREA
ak';�t)ti�El PROPOSED PERMANENT GRAVEL
ACCESS ROAD WITH 6"ABC BASE
PROPOSED LIGHT DUTY ACCESS ROAD (TO
BE INSTALLED POST CONSTRUCTION)
EXISTING WETLAND
PERMANENT RIP -RAP PAD
PROPOSED HORSESHOE INLET PROTECTION
QPROPOSED SEDIMENT BASIN SKIMMER SUBMITTED FOR
PROPOSED ROCK CHECK DAM PERMITTING
PROPOSED SILT FENCE OUTLET
DO NOT USE FOR
CONSTRUCTION
-SEDIMENT TRAP/BASIN DIMENSIONS REPKEStN I I V Y DINItrvJI V NJ.I ntJt HKt MINImUMU, mu, CAN Ct en........
"DEPTH BELOW EMERGENCY SPILLWAY.
-SKIMMER SIZED PER SIZING CALCULATOR AT WWWN.FAIRCLOTHSKIMMER.COM AT A DRAWDOWN RATE OF 72 HOURS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
N 0 1"
I
IF ITS NOT 11 CH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 x 36
EROSION CONTROL CALCULATIONS &
INSETS
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
LJ o'�R ®R E ES
unwnm.m�..xweew lmr
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
CONSTRUCTION
PROJECT NO.Y 20164321
ISSUE DATE 0331-2016
CURRENT REVISION
DESIGNED BY MOD
DRAWN BY MOD
CHECKED BY JBC
APPROVED BY JBC SHEET 5 019
SKIMMER & SEDIMENT BASIN DESIGN
NASH 97 TEMPORARY DIVERSION DITCH DESIGN
SKIMMER SEDIMENT BASIN DESIGN
CHANNEL NAME
RUNOFF
COEFFICIENT, C
INTENSITY,
INTENSITY, I (INhr)
DRAINAGE
AREA,)
(acres)
Q (cfs)
TOTAL
RUNOFF, O
(eh)
LENGTH (ft)
CHANNEL
SECTION
BOTTOMWIDTH LEFTSIDESLOPE,ZA
(R) (ft)
RIGHTSIDE
SLOPE, Z:1 (ft)
CHANNELDEPTH
(ft)
CHANNELSLOPE
(tuft)
NORMAL
DEPTH (fl)
FREEBOAR
D (rt)
BHEAR
STRESS
QBIft2)
VELOCITY
(fps)
n VALUE
TEMPORARY
LINER
PERMANENT
LINER
SK -1A
0.38
7.15
0.09
0.24
D.24
68.27
TRIANGULAR
- 2.01)
2.00
1.00
0.0627
0.28
0.72
1.10
1.53
D.050
S75BN
N/A
SKAB
0.38
7.15
4.09
11.12
11.12
722.03
TRIANGULAR
- 2.00
2.00
1.50
0.0436
1.09
0.41
2.96
4.68
0.042
S75BN
WA
SK -2A
0.38
7.15
231
6.27
6.27
106.52
TRIANGULAR
- 2.00
2.00
1.50
0.0142
1.10
0.40
0.97
2.59
0.041
S75BN
WA
SK -2B
0.38
7.15
0.72
1.95
1.95
76.54
TRIANGULAR
- 2.00
2.00
LOD
0.0367
0.64
0.36
1.47
2.38
0.052
S75BN
WA
SK -3A
0.38
7.15
1.12
3.03
3.03
111.59
TRIANGULAR
- 2.00
2.00
1.50
0.0168
0.85
0.65
0.89
2.1D
0.047
S75BN
WA
SK -3B
0.38
7.15
2.26
6.15
6.15
318.95
TRIANGULAR
- 2.00
2.00
1.50
0.0443
0.91
0.59
2.52
3.71
0.046
S75BN
NIA
SKAA
0.38
7.15
1.25
3.39
3.39
316.89
TRIANGULAR
- 2.00
2.00
1:50
0.0196
0.86
0.64
1.05
2.29
0.047
S75BN
NIA
SK -4B
0.38
7.15
2.70
7.34
7.34
390.88
TRIANGULAR
- 2.00
2.00
1.50
0.0338
1.01
0.49
2.13
3.60
0.043
S75BN
NIA
SK -5A
0.38
7.15
1.17
3.18
3.18
202.84
TRIANGULAR
- 2.00
2.01)
1.50
0.0342
0.77
0.73
1.64
2.68
0.049
S758N
WA
SK -5B
0.38
7.15
0.33
0.90
D.90
145.95
TRIANGULAR
- 2.00
2.00
1.00
0.0708
0.43
0.57
1.90
2.32
0.057
S75BN
WA
SK -6A
0.38
7.15
0.45
1.22
1.22
146.05
TRIANGULAR
- 2.OD
2.00
1.50
0.0107
0.67
D.83
0.45
1.36
0.051
S75BN
NIA
SK -6B
0.38
7.15
0.76
2.07
2.07
394.88
TRIANGULAR
- 2.00
2.00
1.0D
0.0597
0.61
0.39
2.27
2.78
0.053
S75BN
WA
-SEDIMENT TRAP/BASIN DIMENSIONS REPKEStN I I V Y DINItrvJI V NJ.I ntJt HKt MINImUMU, mu, CAN Ct en........
"DEPTH BELOW EMERGENCY SPILLWAY.
-SKIMMER SIZED PER SIZING CALCULATOR AT WWWN.FAIRCLOTHSKIMMER.COM AT A DRAWDOWN RATE OF 72 HOURS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
N 0 1"
I
IF ITS NOT 11 CH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 x 36
EROSION CONTROL CALCULATIONS &
INSETS
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
LJ o'�R ®R E ES
unwnm.m�..xweew lmr
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
CONSTRUCTION
PROJECT NO.Y 20164321
ISSUE DATE 0331-2016
CURRENT REVISION
DESIGNED BY MOD
DRAWN BY MOD
CHECKED BY JBC
APPROVED BY JBC SHEET 5 019
SKIMMER & SEDIMENT BASIN DESIGN
SKIMMER SEDIMENT BASIN DESIGN
SKIMMER SEDIMENT BASIN EFFICIENCY
SKIMMER
BASIN NUMBER
DRAINAGE
AREA
DRAINAGE
AREA
REQUIRED
(1800LCFAC)
DEPTH"
(2 FT. MIN.)
WIDTH'
LENGTH'
VOLUME
PROVIDED
RUNOFF
COEFFICIENT,
RAINFALL
INTENSITY
FLOWQ10
REQUIRED
S(326CEAREA
AREA
PROVIDED
WEIR
LENGTH
SIZE"'
ORIFICE
RADIUS
ORIFACE
DIAMETER
(SF)
(AC)
(CF)
(FT)
(FT)
(FT)
(CF)
(I1,11HR)
(CFS)
(SF)
(SF)
(LF)
(IN)
(IN)
(IN)
SKA
221,595
5.09
9,157
2
37
148
9.536
0.38
7.15
13.82
4,492
5,476
20
2.00
1.00
200
SK -2
139,574
3.20
5,768
2
41
82
5,804
0.38
7.15
8.71
2,829
3,362
20
2.00
1.00
200
SK -3
224,440
5.15
9,274
2
52
104
9,632
0.38
7.15
14.00
4,550
5,408
20
2.00
1.00
2.00
SK -4
291,204
1 6.69
12,033
2
58
116
12,128
0.38
7.15
18.16
5,903
6,728
20
2.50
1.25
2.50
SK -5
137,415
3.15
5,678
2
41
82
5,804
0.38
7.15
8.57
2,786
3,362
20
2.00
1.00
2.00
SK -6
108,029
1 248
4,464
2
37
74
1 4,652
0.38
1 7.15
1 6.74
2190 1
2,738
20
1.50
0.75
1.50
-SEDIMENT TRAP/BASIN DIMENSIONS REPKEStN I I V Y DINItrvJI V NJ.I ntJt HKt MINImUMU, mu, CAN Ct en........
"DEPTH BELOW EMERGENCY SPILLWAY.
-SKIMMER SIZED PER SIZING CALCULATOR AT WWWN.FAIRCLOTHSKIMMER.COM AT A DRAWDOWN RATE OF 72 HOURS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
N 0 1"
I
IF ITS NOT 11 CH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 x 36
EROSION CONTROL CALCULATIONS &
INSETS
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
LJ o'�R ®R E ES
unwnm.m�..xweew lmr
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
CONSTRUCTION
PROJECT NO.Y 20164321
ISSUE DATE 0331-2016
CURRENT REVISION
DESIGNED BY MOD
DRAWN BY MOD
CHECKED BY JBC
APPROVED BY JBC SHEET 5 019

INSET E
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
INSET H
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
INSET F
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
\ \ \
\
\
\
i
S75BN EROSION \
\
CONTROL LINER (TYP.) \
\ \\\ \
\ \\ PROPOSED NCDOT ..•-"
PROPOSED NAG \ T \
\\
S75BN EROSION \
\ \ \ CONTROL LINER (TYP.)
\ PROPOSED.,
\\ \ \\ \\ I\\
DIVERSIONS
( DITCH SK -SA
\ 2L X 2W X9'THICK
/ -
PROPOSED
{ ( I\
BASIN SK -S
PROPOSED 20'
EMERGENCY SPILLWAY
PROPOSED NCOOT
CLASS B RIP RAP
i' (
BOTTOM OF ROCK ELEV.:276.5
I PROPOSED NCDOT
".e; pJyO{Q\
\ TOP OF ROCK ELEV.: 277'
\ I\
S CLASS B RIP RAP
\ /"
PROPOSED
•\
110'LX7.5WX 22" THICK
-� \ NCDOT CLASS B
\
RIP RAP
\\
N
"
PROPOSED NCDOT
{ { \
THICK
\ CLASS B RIP RAP
BAFFLE (TYP.)
101X 207X 22" THICK
t SY SQ�
1 PROPOSED SKIMMER
PROPOSED
DIVERSION
(TYP.)
PROPOSED NCOOT
NCDOT CLASS
- (TYP.)
CLASS B RIP RAP
S'L X 6W X 22" THICK
�\
RIP RAP
TOB:TOPOFBERM
�
TOB LENGTH: 90'
2'LX2WX9"
THICK
PROPOSEONCDOT
TOB WIDTH: 1W
T `'• r
\.,
CLASS B RIP RAP
-i—'J
INSET H
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
INSET F
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
\ \ \
\
\
\
i
S75BN EROSION \
\
CONTROL LINER (TYP.) \
\ \\\ \
\ \\ PROPOSED NCDOT ..•-"
\ \
\ \ CLASS A RIP RAP,
PROPOSED SKIMMER
\ 2L X 2W X9'THICK
/ -
PROPOSED
J \ \
BASIN SK -S
---. y\,
1F7�,\ - PROPOSED 20'
_ .c ( -'EMERGENCY
PROPOSED NCOOT
CLASS B RIP RAP
\
BERM ELEV.: 278'
BOTTOM OF ROCK
'! \ ELEV.: 260.5' \
~ TOP OFROCK
\/1J
BOTTOM ELEV.: 274'
\ /"
PROPOSED
•\
\ \ 7jJ
\\\
-� \ NCDOT CLASS B
\
RIP RAP
\\
N
"
t PROPOSED POROUS
THICK
BAFFLE (TYP.)
PROPOSED POROUS
1 PROPOSED SKIMMER
BAFFLE (TYP.)
DIVERSION
(TYP.)
PROPOSED NCOOT
DITCH SK -58 P'
- (TYP.)
CLASS B RIP RAP
S'L X 6W X 22" THICK
�\
TOB:TOPOFBERM
�
TOB LENGTH: 90'
�'•,,`
PROPOSEONCDOT
TOB WIDTH: 1W
T `'• r
\.,
CLASS B RIP RAP
-i—'J
BOB WIDTH: 33'
8'1- X 6W X22'THICK
PROPOSEDL�
\
\ DIVERSION
-i�
TOB: TOP OF BERM
DITCH SK -58
`-� 70B LENGTH: 82'
`��.
�'`•�
ros w1DTH: 45'
\\
�.
BOB: BOTTOM OF BASIN
BOB LENGTH: 66'
fag
BOB WIDTH: 29'
INSET H
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
INSET F
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
\ \ \
\
\
\
PROPOSED NAG
'
S75BN EROSION \
\
CONTROL LINER (TYP.) \
\ \\\ \
\ \\ PROPOSED NCDOT ..•-"
\ \
\ \ CLASS A RIP RAP,
_
\ 2L X 2W X9'THICK
/ -
PROPOSED
1 DIVERSION {,,�
-DITCH SK-5AA1gr"'_
---. y\,
1F7�,\ - PROPOSED 20'
_ .c ( -'EMERGENCY
PROPOSED NCOOT
CLASS B RIP RAP
SPILLWAY
^•
�� ^• Par
BOTTOM OF ROCK
'! \ ELEV.: 260.5' \
~ TOP OFROCK
\/1J
\ ELEV.: 261'
\ /"
PROPOSED
•\
\ \ 7jJ
\\\
-� \ NCDOT CLASS B
\
RIP RAP
\\
N
"
10'LX20WX2Z'
THICK
\
PROPOSED POROUS
SED
BAFFLE (TYP.)
INSET G
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
iIn
>
1 t
LT17111, 11 r i% 1T i
'UL
I moi, l -f-I iTITi-?-i1 _ t _ f_ /
{I III II SLOPEBREAK-290'- Y �", �� :I e. C '`
OF TRIPLE STACK f / / U9
'II_�� 12"FlLTER SOCK i' P /
�T:- -i it,J.
"j i�,��11111: 'Ili 1 II'/I TSI' III r
1..1
ii
I_I • SLOPEBREAK-310' /.
�!Tf�? i_ c�CT t
OF TRIPLE STACK
\"1 12" FILTER SOCK { I
]�1
INSET 1
30' 15'
SCALE: 11 = 30 FEET
LEGEND \
—33D-- EXISTING MAJOR CONTOUR (10)
324 EXISTING MINOR CONTOUR (2)
EXISTING PROPERTY BOUNDARY KLE/NFELOER
EXISTING ADJACENT PROPERTY BOUNDARY Bright People. Right Solutions.
-- — -- - -- - EXISTING PROPERTY SETBACK
— — — — ' - EXISTING VEGETATIVE SETBACK
-------------------------- EXISTING EASEMENT
EXISTING EDGE OF ROAD 3500 r:4TEWAY CENTRE BLYD., SUITE 200
MORRISVILLE, NC 2TSW
--- - --- ---- -- — - -- --- EXISTING UNPAVED ROAD PF NE:MT555011
-- -- --- ----- - EXISTING STREAM CENTERLINE VNELDER.COM
NCCUCLICENNSSEE 6 F-1143
IYYYv-r'.'�'vvYY`!vl'r/YVY1 EXISTING TREE LINE ,
�'�'-.v'.••�'rr(v'.v'„'''^"-`� PROPOSED TREE UNE ••`PSN Cuw.O„�,,,,'
EXISTING 50' STREAM BUFFER �O �E ' ••\'Yy
EXISTING STREAM L
--• m^--•• -- .�.. EXISTING CULVERT
03499
—� PROPOSED CULVERT
— — m — — — PROPOSED LIMIT OF DISTURBANCE �1,. �v�,•
—[F---a---o---o---o ---- PROPOSED PERMANENT FENCE • " ��:•
330 PROPOSED MAJOR CONTOUR (10) '• ��A. CA�p•"�,
324 PROPOSED MINOR CONTOUR (2) REVISIONS
R/W EXISTING RIGHT-OF-WAY
— - OHE - — — -OHE - - EXISTING OVERHEAD ELECTRIC UNE DEN CHK
REV DESCRIPTION DATE
-TD>TD PROPOSED TEMPORARY DIVERSION DITCH OWN APP
PROPOSED SEDIMENT BASIN BAFFLES
--w—.— PROPOSED SILT FENCE
PROPOSED SILT FENCE
EXISTING UTILITY POLE
EXISTING STRUCTURE
ICO R-
1 EXISTING 10D -YEAR FLOODPLAIN
PROPOSED 24' X 100' ROCK
CONSTRUCTION ENTRANCE
PROPOSED NAG EROSION
CONTROL LINER
PROPOSED LAYDOWN AREA
PROPOSED PERMANENT GRAVEL
., ACCESS ROAD WITH 6" ABC BASE
PROPOSED LIGHT DUTY ACCESS ROAD (TO
BE INSTALLED POST CONSTRUCTION)
EXISTING WETLAND
PERMANENT RIP -RAP PAD
PROPOSED HORSESHOE INLET PROTECTION
10� PROPOSED SEDIMENT BASIN SKIMMER
PROPOSED ROCK CHECK DAM
PROPOSED SILT FENCE OUTLET
-270- — —
^•SLOPE BREAK- SD'1
.".-OF TRIPLE STACK I
—12"FILTERSOCK —
_-----272--.
- ,
SLOPE BREAK 130' - - -1'i- -
OF TRIPLE STACK
12" FlLTER SOCK01001,
r
Tf.I riz 1117 II
E rT t✓ 1' ZILI TTr
1 SLOPE BREAK -155' -I
-'' - __ OF TRIPLE STACK -27dLL
12" FILTER SOCK
A
11 11 I I I 1- l 1 I
N } �, 4. A -,j1 ��L A L
! i
I
SLOPE BREAK-170'IP82 LLL
! I OF TRIPLE STACK / I
!! 12" FILTER SOCK ��' __
! ,i I ! i 11T?
!I_LL L
ffi-rrl 1 rn rrr�� ,-- >T- ,-; ,
l_.
1TFrTMfj 13
P / SLOPEBRE4K-55'
OF 18'FILTER SOCK
p! 236,
T TT Tf. 'Ti'�Tl I lTT TT; IT'
INSET J
30' 15' 0 30'
SCALE: 1 INCH =30 FEET
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS I INCH IN LENGTH
ON ORIGINAL DRAWING
ry 0
IF ITS NOT 1 INCH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 %36
EROSION CONTROL CALCULATIONS &
INSETS
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
LE'VF-R®R 6
-Fgg- SOLAR SERVICES
oa,wwlNUw WpwL04Wg1an�I lCM
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SU TE 140
STERLING, VA 20166
CONSTRUCTION
PROJECT NO. 20164321
ISSUE DATE 0331-2016
CURRENTREVISION
DESIGNED BY MDD
DRAWN BY MDD
CHECKED BY JBC
APPROVED BY JBC SHEET 6 0l 9
` /
PROPOSED NCOOT
CLASS B RIP RAP
� "no. �
^•
�� ^• Par
10'L X 7.SW X 22" THICK
��
PROPOSED SKIMMER
BASIN 6K-5
N
"
BERM ELEV.: 262'
BOTTOMELEV,: 258'
PROPOSED POROUS
SED
BAFFLE (TYP.)
DIVERSION
PROPOSED SKIMMER
PROPOSED NCOOT
DITCH SK -58 P'
- (TYP.)
CLASS B RIP RAP
S'L X 6W X 22" THICK
�\
TOB:TOPOFBERM
�
TOB LENGTH: 90'
�'•,,`
`•,,
TOB WIDTH: 1W
T `'• r
BOB: BOTTOM OF BASIN
` BOB LENGTH: 74'
-i—'J
BOB WIDTH: 33'
INSET G
20' 10' 0 20'
SCALE: 1 INCH = 20 FEET
iIn
>
1 t
LT17111, 11 r i% 1T i
'UL
I moi, l -f-I iTITi-?-i1 _ t _ f_ /
{I III II SLOPEBREAK-290'- Y �", �� :I e. C '`
OF TRIPLE STACK f / / U9
'II_�� 12"FlLTER SOCK i' P /
�T:- -i it,J.
"j i�,��11111: 'Ili 1 II'/I TSI' III r
1..1
ii
I_I • SLOPEBREAK-310' /.
�!Tf�? i_ c�CT t
OF TRIPLE STACK
\"1 12" FILTER SOCK { I
]�1
INSET 1
30' 15'
SCALE: 11 = 30 FEET
LEGEND \
—33D-- EXISTING MAJOR CONTOUR (10)
324 EXISTING MINOR CONTOUR (2)
EXISTING PROPERTY BOUNDARY KLE/NFELOER
EXISTING ADJACENT PROPERTY BOUNDARY Bright People. Right Solutions.
-- — -- - -- - EXISTING PROPERTY SETBACK
— — — — ' - EXISTING VEGETATIVE SETBACK
-------------------------- EXISTING EASEMENT
EXISTING EDGE OF ROAD 3500 r:4TEWAY CENTRE BLYD., SUITE 200
MORRISVILLE, NC 2TSW
--- - --- ---- -- — - -- --- EXISTING UNPAVED ROAD PF NE:MT555011
-- -- --- ----- - EXISTING STREAM CENTERLINE VNELDER.COM
NCCUCLICENNSSEE 6 F-1143
IYYYv-r'.'�'vvYY`!vl'r/YVY1 EXISTING TREE LINE ,
�'�'-.v'.••�'rr(v'.v'„'''^"-`� PROPOSED TREE UNE ••`PSN Cuw.O„�,,,,'
EXISTING 50' STREAM BUFFER �O �E ' ••\'Yy
EXISTING STREAM L
--• m^--•• -- .�.. EXISTING CULVERT
03499
—� PROPOSED CULVERT
— — m — — — PROPOSED LIMIT OF DISTURBANCE �1,. �v�,•
—[F---a---o---o---o ---- PROPOSED PERMANENT FENCE • " ��:•
330 PROPOSED MAJOR CONTOUR (10) '• ��A. CA�p•"�,
324 PROPOSED MINOR CONTOUR (2) REVISIONS
R/W EXISTING RIGHT-OF-WAY
— - OHE - — — -OHE - - EXISTING OVERHEAD ELECTRIC UNE DEN CHK
REV DESCRIPTION DATE
-TD>TD PROPOSED TEMPORARY DIVERSION DITCH OWN APP
PROPOSED SEDIMENT BASIN BAFFLES
--w—.— PROPOSED SILT FENCE
PROPOSED SILT FENCE
EXISTING UTILITY POLE
EXISTING STRUCTURE
ICO R-
1 EXISTING 10D -YEAR FLOODPLAIN
PROPOSED 24' X 100' ROCK
CONSTRUCTION ENTRANCE
PROPOSED NAG EROSION
CONTROL LINER
PROPOSED LAYDOWN AREA
PROPOSED PERMANENT GRAVEL
., ACCESS ROAD WITH 6" ABC BASE
PROPOSED LIGHT DUTY ACCESS ROAD (TO
BE INSTALLED POST CONSTRUCTION)
EXISTING WETLAND
PERMANENT RIP -RAP PAD
PROPOSED HORSESHOE INLET PROTECTION
10� PROPOSED SEDIMENT BASIN SKIMMER
PROPOSED ROCK CHECK DAM
PROPOSED SILT FENCE OUTLET
-270- — —
^•SLOPE BREAK- SD'1
.".-OF TRIPLE STACK I
—12"FILTERSOCK —
_-----272--.
- ,
SLOPE BREAK 130' - - -1'i- -
OF TRIPLE STACK
12" FlLTER SOCK01001,
r
Tf.I riz 1117 II
E rT t✓ 1' ZILI TTr
1 SLOPE BREAK -155' -I
-'' - __ OF TRIPLE STACK -27dLL
12" FILTER SOCK
A
11 11 I I I 1- l 1 I
N } �, 4. A -,j1 ��L A L
! i
I
SLOPE BREAK-170'IP82 LLL
! I OF TRIPLE STACK / I
!! 12" FILTER SOCK ��' __
! ,i I ! i 11T?
!I_LL L
ffi-rrl 1 rn rrr�� ,-- >T- ,-; ,
l_.
1TFrTMfj 13
P / SLOPEBRE4K-55'
OF 18'FILTER SOCK
p! 236,
T TT Tf. 'Ti'�Tl I lTT TT; IT'
INSET J
30' 15' 0 30'
SCALE: 1 INCH =30 FEET
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS I INCH IN LENGTH
ON ORIGINAL DRAWING
ry 0
IF ITS NOT 1 INCH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 %36
EROSION CONTROL CALCULATIONS &
INSETS
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
LE'VF-R®R 6
-Fgg- SOLAR SERVICES
oa,wwlNUw WpwL04Wg1an�I lCM
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SU TE 140
STERLING, VA 20166
CONSTRUCTION
PROJECT NO. 20164321
ISSUE DATE 0331-2016
CURRENTREVISION
DESIGNED BY MDD
DRAWN BY MDD
CHECKED BY JBC
APPROVED BY JBC SHEET 6 0l 9

S' MAK STANd1RD SIRENOTM FABRIC WITH WIRE FENCE'•
e NAKMMFTAI W FAettm WRMdIT WWF FENCE
M°l tOGA
LrE WIRES
MAINTENANCE KM FENCE NST
W!Illi NAMWOCfsTAIW WFE FENCE
vovjmviiiiiin1IBIN M4M 1. INSPECT SILT FENCES OUTLETS AT LEAST ONCE
/feAND AFTER
A WEEK
wBaf REQUIRED RAFTER EACH RAINFA
DREPARSIMME RAINFALL MAKE ANY H,R�ARE
7f OM1�1B1 fOCll
KLE/NFELOER
MAINTENANCE
wN tz-trz DA
NrEmtmwTE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK
1WREs ANDATER EACH RAINFALL EVENT. MAKE ANY
AND
« REQLARED REPAIRS IIMEDIATELY. SHOULD THE
s< F FABRIC OFA SEDIMENT FENCE COLLAPSE TEAR,
b1!
NSrAu.EDTO SEGVND DECOMPOSE OR BECOME INEFFECTIVE. REPLACE IT
E TME TOP MN 1G GA
LIVE WIRES PROMPTLY. REMOVE THE SEDIMENT DEPOSITS AS
` VOLUMENECESSARYFOTOPROVIDEAIN AND TE STORAGE
" VOLUME FOR THE NEXT RAINMDTO REDUCE
WARRPRESSURE ON THE FENCE TAKE GRE TO AVOID
o-' Dorm Arm r UNDERMINING THE FENCE DURING CLEANOUT
FL Ea FABRIC FoawnaD ALarm AND STABILIZE ACING MATERIALS
NTaFNCH SEMOVE DIMENTALL FENCISANDB IN THE AREA,
n THE �ENcrI SEDIMENT DEPOSITS AND BRING THE MEA TO GRADE
THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
2 REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
W.otiiIMM��� �~ PROVIDE ADEQUATE STORAGE VOLUME FOR THE FLIER DF 1"—M—
METER
•4:,fIM1fMfKIF01F A71�ff WAILED -5
NEXT RNA AND TO REDUCE PRESSURE ON THE
FENCE URINTAKGARE NDLrr. UNDERMNINO THE TOPOF wASIED
�~� 9 aFFLr THA° SHEET)
HOVE 110D1I lflMlltl�l BODE FENCE gIPoNG CLEANOUT. sraNE MUST ff
Ar LEAST FALIWE
OUTLET AND BR TME
1LTfAM�IA 3. REMOVE/LLL SILT SEDIMENT
AND UNSTABLE SEDIMENT DEPOSITS AND BRING ao 0FlLTER FABRIC
>?OIM8Efe1BOfJL -''' THE AREA TO GRADEDAND RAINAGE ARE ITAFTEE �o
VMOOa Dir THE CONTRIBUTING DRAINAGE AREA 1446 BEEN Do'
'AF
- 4l w NO PROPERLY STABILIZED.
, wMSE FEN!£ AND NwDWARE aom
SUM °" OF UPPER EDGE 6
FLIER FASRIc N TRENCH
M ht Soh/fons.
'
3FOO G1EY/1YCEMFE RVQ.•SUTE 200
MPHDNE:ILLE, NC 2]550
PNIDNE:NM"1E6bf111
WNC LI(EIFFELDERCOM
NC LICENSE F•110.9
1NM
FRONT VIEW
umcom".11IIIIIIIIIIIIIII °"a1N°
AorEs:
TRIPLE STACK COMPOST FILTER SOCK (ALTERNATIVE TO WASHED STONE) � ° MN. � sLr FENCE SECTION VIEW
4
REVISIONS
ITffi N6r
USE SILT FENCE ONLY WHEN
ALT.WWENWWE FASRICF49PACM0IS USED
1. AREASGOES NOT OF EXCEED 11A REAND ORAINEVEAREA 9LT FBICE GEOTEXTLE FA[FSC
CONCED FLOW.
(EXTRA 6IAENOTIIFSSTEEL
SECTION VIEW
_ _ - _ - _
\
REV
DESCRIPTION
DgNN APP
DATE
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL NST w— Is USED)
3. INSPECT WT FENCESAT LEAST ONCE A WEEKJ 4 FOR REPAIR OF SILT
ANLL. D AFTER EACH RAINFALL MAKE ANY 6 ILp nE FENCE FAILURES. USE
REQUIRED REPAVLS IMMEDIATELY. No. 57 WASHED STONE
t....• FOR ANCHOR WHEN SILT
4. REMOVE SEDIMENT DEPOSITS ABNECESSMY "GRADE FENCE IS PROTECTING
TO PROVIDE ADEQUATE STORAGE VOLUME FOR CATCH BASIN.
THE NEM RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID 11AMI RlER FAaaIC ••WIRE FENCE
UNDERMINING THE FENCE WRING CLEANOUT. ,• NTOTAENCH OPTIONAL IF 6 STEEL
5. REMOVE ALL FENCING MATERIALS AND _ SKDItFLLTRENCHAND POST SPACING IS USED
UNSTABLE SEDIMENT DEPOSITS AND BRING THE COMPACTT'q HLT
pm
AREA TO GRADE AND STABILIZER AFTER THE l<' WIDE. °" DEEP MN)
CONTRIBUTING DRAINAGE AREA HAS BEENFLIER
SIDE VIEW
PROPERLY STABILIZED.
COMPOST—ER SDCI(MYSE USED A9 AN ALTERWITVE TO THE WARD STONE AT _
THE 6LT FENCE OUTLETS THETOP 6 TIE FlLTFR 9DCK MUST BE AT LEAST 1S" ABd/E _ _ _'� \
THE GROIM.THE TR1iLE 6TACK IT'OPfKMi S11ONNABOYE IS RECOIIME,�E0. / \ \
•` j, i�
\ `. \
MUS—LTFENCE \ _ /� �.
MUST LE AT LEAST I' / '(
AEDVE TIE TDP aF \ \ /
THE W0.9HED STONE
{ �{
'
\ �.
FRONT VIEW
wNE FENCE
FAlW10,
SILT FENCE OUTLET "'m"ARD'rAIE
c Dn N REN l
2
TEMPORARY SILT FENCE
.0 SCALE
NO SCALE MSE Me Z T
cROLIrm
BARB VIRE
1-5/8" DIAM. TOP RAL (TYP) 3 STRANDS (TYP)
1•�• BARB WIRE MOUNTING
BRACKET(TYP)
•� CABIN
LINK
CHAIN LINK
I SIB" O.D. FENCE
3" GATEPOST PIPE FRAME UNE POST(P')
F4
i'i�rwww04iE�i zsq��r wi
P
iARMINAL
BRACE PAL POST (21(n
o
FIE
�W�rl
ID
x°11
SUBMITTED FOR
FIN. GR .. ... TENSONWARE
"'O'F'F
PERMITTING
DO NOT USE FOR
r
CONSTRUCTION
WGRVI OUSH N
Y/G? CO
ENCASED CONC..
ENCASEMENT
(TYPJ
T}
J
STYR DOUBLE GATE FENCE
Mtta�.s'
NOTE:
rMIM� .w
r (9 GA) MESH FABRIC SHALL BE 1.202 GALVANIZED.
ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED PIPE
tIMEtYIIW�Fp
SCALE VERIFICATION
THIS BM IS 1 INCH IN LENGTH
6' CHAIN LINK FENCE AND GATE DETAIL
3 NO SCALE
TYP. DRIVEWAY DETAIL
NO SCALE
ON ORIGINAL DRAWING
D I
I I
IF ITS NOT 1 INCH ON THIS
100' MIN. NOTES'
SHEET LIST YOUR
SCALES ACCORDINGLY
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
SEDIMENT ON SITETO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MLD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
'4iJyF,.+•sy t;Z, j�.,*;•?1;� y;�•�A+�sr, THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 24NCH
`y STONE IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
^:' ..+T'T STONE TO BE USED i, •` �' OR WIDTH OF
EXISTING ••�• = „ SPILLED. WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
(SURGE STONE OR RNLROAB PROPOSED STREET,
ROADWAY 7•`„BALIART)ttia::T:T.�i.1Fj,�K WHICHEVER IS
••�+ '-/�+". t.j. $/.'..: it ..� GREATER
N:; --ti a'y`.} •:i >•7>r'`;,
K � J t• G '^c,; .yrs;
ORIGINAL DRAWING SIZE IS 24K36
DETAILS
NASH 97 SOLAR FARM
CAB.0 STONE BASE SHALL BE PLACED ON TOP OF EXISTING GRADE
ROCKY CROSS ROAD
/6'
MIDDLESEX, NASH COUNTY, NC 27557
PLAN
\\zx\jam
i�/i\��\\�/\�/ EXISTING GRADE
76 MIN 25'MIN NEW CONSTRUCTION
EXISTING ROADWAY
EVERGREEN SOLAR SERVICE
EXISTING SUBGRADE
•:
r. +•�•^Iv 12"MN.
..�• ;�r
6'MIN.
21525 RIDGETOP IC RCLE, SUITE 140
STERLING, VA 20166
CONSTRUCTION
Nw
FABRIC UNDER STONE
PROJECT NO. 3116/321
CROSS SECTION
ISSUE DATE 0331-2016
CURRENT REVISION -
DESIGNED BY MOD
C T
5 GRAVEL ACCESS BROAD SECTION
NO SCALE
6STANDARD CONSTRUCTION ENTRANCE
NO SCALE
DRAWIIBY MOD
CHECKED BY JBC
APPROVED BY JBC
SHEET 7 d 9

MAINTENANCE
WSPECT SIw,1MERSATLFAST WFEMr ANDAFTER EKH BANFKNT I121NCMOR GREATER) RNNN1 EVEMANp gEPNq IMMEOwiEir.
F THE SKIMMER Is(LOGGED WIT- TRASH AND THERE IS WATER IN 11E—L.—III.- ON THE ROPE WILL—THE SgMMER
ROB UP AHD GOWN ANO USLOOGE THE DEMISANO RESTORE FLOW, IF THIS DOES NOT WORK, PULL THE SNMMER OVER TO THE M.E OF
THE WIN NUD REMOVE THE CLOGGED DEE04. ALSO C THE ORIFICE INSIDE THE SKWMER TO SEE F IT IS CLOGGED, IF SO REMOVE
THE —NISTHE A
IS THE SKIMMER HA M4IFI�W E0. IBE SURE AND REP iEI ORIFICEREMOVE— TTBEFOFIE n -T WTH PLllL10ER6
REXIBIf XINT (RADIAT.
MWNTENANCE
INSPECT (VEINLET PROTECTANAi LEAST WEEKLY PfA
AFTER EAR(fiICdE1CINT 11111NL11 OR GRFATMI
—I EVENT ANDFEPAIR IMMEDIATELY.
REMOVE SELYMEM ANDRES—E THE SEDIMENT
STOR•GEAAFA TO n ddAINAL DIMENSIONS.
CHECK THE BTRtK:TUE FDII DAMAGE ANY RPRFP
BEEN PERMANENTLY STALXQED, REMOVE THE
S ­ FE AND ALL THE LNSTAeLE SEdMENI
THE AREA TO SLME WTT-THE ADXINNO ARE
—DE PERMANENT GRpMCOVER.
7
SKIMMER DETAIL
NO SCALE
MNNTEranNCE.
InFTER
,r
`QSH C' ••••••
sEEcem PREPARAnoN
•
%
TEMPORARY SEEDING
LATE N1NTEne —1 SHtING
1. CHISEL COMPACTEDARF 9 MID6PRFAD iOPEDIL TWEE S(7HLS DEEP
OVER ADVERSE SOK CONDITIONS. IF AVNVSLE
2. RIP THE ENTRE AREA TO SIX INCITES MR.
MISYF
Mwsl b 'm
3 MwE KL LOCEE Io I. ROOTS. AND OTHER OBSTRUCTIONS—NO
PERMANENT SEEDING
EO"�
SUR:ACE RE/SRwSLY SMOOTHANO NEFORM.
AND
FE 6ROSI oECC SDIETOPOORLY
REVISIONS
--AG--1.E,—AN­
TURAL LIME FERTALZER AN SLFESNOS—TE UNFORMLY
�RKTAWNTHsaL VSEEBELOWA
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ErEWE' Ir N.w.l
Orw aRA/'EpYw rw MPrF, tl H•rtKrwl m•M N b b
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ERA�IfiFlw
M+�tti.Yw.IDBY r rte. o-My+e
SEEOSED IS PREPARED FOUR To -H- OEM.
AFM+.M'FF�
fr.MBEr M1-Mwt
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SEEDING EOUPMDYi OR CULnPACKPFTER SEEDING.
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AMp4�A00Mr. w.. AAaNr,...°r1wAw.c.Pu nnry.
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SITE AREA sTA&LPATCN F%CEPTNNS
—RIP— nME FRAME
METER DIKES >DAr9 .AHE
CONSULTCOrv9ENATKN ENGWEER OR Sol. CON9ERVATON
wAddIbwVswv'oDor ewwBF raNMwa. a+O main
SWKES, DITCHES,
ANO SLOPES
�RVICE FORAODITK3NAL IFEwNMATAN wNceRNNc mFHEL
HE
—4
]DAYe NONE
ABOVE VEOETATAN RATM ARE THOSE YMIp+O DDI WELL11NDER
AaXIrNN
1WIER(MOW)
ZONES
SLOPES STEEPER ]ilAYB IFSLOPESNE+O'OR
THW 3.1 LESSINLENOTHANDARE
LOCK CONDITON9. OTHER SEEDING RATECDMBI=NS ARE
POBSIBLE'NFt9E CRO%rEMPIXHPRY-RESEED ACCORDING To
CPnwLM9ElSONFIXtOESNED PERMANENTVEOETAn— DO
NOT ALL TEMPORMr LOVER TO GROW ONM I NHEIGHT
SEFoFEMO'MNG.OTHERWI.FE6Cl1ELwTBEENM0 O-
IHS Ib.cnl
RIe IF.t) -
+!
ER
14DAYSALLOWED.
BI.OPEB 0r OR N Dore 7 Mrs Edi SLOPES
m
CuNNFita WAwa-ADI tl.0.c l0
> Mp,N �bww>• 0'°'°d "p.'s"'I N"su'w
FLATTER GREUERTHw SO
IN -1.
1. p•.,wt
M,E•H,�
ALL OTHERMEPS 14 MY9 HONE(EXCEPTnMfi
VHIiN SLOPES FOR PEWMEIMS
e,ttn.g rad AHw..�meY .•n i..M vdglxSunRlMi
uwO wAnYT w,XMwr
FlATIER THAN41 ANDHONZONE9)
10 SEEDING SCHEDULE
�r.w.E...M.,.A-NM iw.•...•,R
rv"Nw �`"� L""'^.d
NO SCALE
ewe aW"..we::•x"a,.^,i
r� ItbNI w Kw..K IIA-) I.Pw+.., r Fsr.r]>
way I+.m
EXCESS SOCK MATERIAL TO BE DRAWN IN AND TIED
OFF TO STAKE AT BOTH ENDS
FILTREXXO CHECK DAM
SIZED TO SUIT CONDITIONS
WTO JV, TYPICAL
Z' X 2" X 36" WOODEN STAKES PLACED T O
NOTES:
1. ALL MATERIAL TO MEET FILTREXXO SPECIFICATIONS.
2. CHECK DAM SHOULD BE USED IN AREAS THAT DRAIN
10 ACRES OR LESS.
3. SEDIMENT SHOULD BE REMOVED FROM BEHIND
CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS
REACHED Xz THE HEIGHT OF THE CHECK DAM.
4. CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF
INSTALLATION.
5. CONTRACTOR IS REQUIRED TO BE A FILTREXX
CERTIFIED' INSTALLER
FILTER SOCK CHECK DAM DETAIL
NO SCALE
/ ,LA661 RIP RPP SEE SECTION THRU 64&1 BOOM
"\,,
Ift�
SS WASHED STIXE +'Q THCK.3Y NGH NNMUM
t �e�<i/mnumirr j � � l
/ PERSPECTIVE VIEW
/ No scnLE
AREAS TO BE DISTURBED SECMEM 6TOPME
(CUT, FILL ETC.) %GOO STORAGEZDIE MP RPP
!� —ALL
1
\ %FE NATURAL PAIN
Ai OK, NVERT
—_---
15 _______________
I
C �1RWAAP
MAISMUM FEIN`)MINT DEPTH -HONE
IaEAloln Patin
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
NO SCALE
STANDARD HORSESHOE PROTECTION
v NO SCALE
—NAME
INSPECT SNM•ER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNFIGNT 112 NRI OR
GREATER) RNNALL EVEN ANDREFNR M1MEaATEY. REMOVESfDIMENTANDRE9TORE TtE BASIN
tO ITS OreG11HALDIMEN%0NSWHENSEDIMENTALOLe1JUTESTOCNE-W,IFHE NT THEF1.T
BAFFtE PEEL THE SKIM MERTCONAOESOMATSEoW1 TUAENEATHITCANSEEXCAVATED
EXC4VATETIES-1H1FROMMEENnREB SN—ALITTAROLNDTHE—sIMRi T1EFlRST
GU�MMEn E 9WE vfcETAndH GROINc w THE eoTTOM w rHI¢ BAMry DOES IAr HOLO Donn TFE
REPAIR THE BAFFLES F THEY ARE ONMAGED. RNMICHOR THE RAFFLES IF WATEa IS FLOWING
LNOERNEATNIXiAROLWO—
FTHE SKMMERISCL000EDWITH TRASHNATNEREISWA1ERINTHE6 II U—I. £8-04
THE—WIaY1 BLL—NOTTMORKPLEB Sg4°aEROWTOTHESDEOFTIESA —F ­
THE CLOGGED IXSRI9. ALSO CHECK THE ONFICT: INSIDE THE SKIMMER TO SEE F IT IS CI.000EO IF 90
REMOVE TIE DE—
IF THE SAI MM ARM 011 S>RREL FIFE IS CLOGGED THE OMFKE CAN SE REMOVEDAM THE
OSSTiKICTKN O—D WITH PLUMBERS SNVtE OF 81 FLUSHING WITH WATEii. SE eME AHA
REPLACE THE ORSI E Ess—REPOSITIONING THE —NIM.
CHECK THE FPBNC 4NE09PBLWPY Fdt pgMAGfAND THEANY ENEDREPAIRSNTH GUMC
SPANS THE PUII WIOMOFTHE 8%LLWAY_ CHECK 11HE EMBANA.IEM, 6%LLWAY6. ANDD TIET
FOP EROSION p4N•GE NA NtEPECT THE EMBMMMENT FOR%gNDAND SETnEMENT. MAKEALL
tECE55Mr REPARSIMMEDI4RR. REMOVE KL TM&HANDOIlER OEBIB9 FROM THE SKIMMER AtA
Pool AREAS.
MEEZ oWEATHERCANRESULTIN ICE NOWTHEBASIN. SOMESPEOALPJT1OHS
SHOULDBE—NINTHEWiNTERTOPREVEMTHESMMMERFROM%UGGf 111— -
I "WININ
RHOLLMAX
Specification Sheet - BioNet' S75BN- Erosion Control Blanket
Avwnn .rY�T`.m. tr • v
ehrw�cnw..w.e:MMt+w•aHvnol.,4wr�T T� ►+rrw. •trtcwA�, s
� eni,..•�w,�" a`>.�:.: Ae�.t.,M.:w: v:.w. w....F.. .n,.s,P .o... -
wYF.s .. o-t:swr�„n.eIH.,M. »w r• wlK.w!-. •b. N.A
bbfarrvmlrn :W.we nm.�w�wu•e:dlad wMliw w
t,.w;r [sn a:E: T:1 ry 4Y:H+,{Sar
Lam. w
eiVF �Md A...t I.rv..0 1MwSB
i,w• • ee n• N•
' INS•" IIUV
wwrNFl.M rA.Y
M RM •ue NMr •mt .
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MRIMAMRIIGMmEAf
NIMH MEF
Sbmm.: I
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Bright People. Right Solutions
9 NAG S75BN EROSION CONTROL LINER
NO SCALE
aro. e4Frw TFrNim'f ��
lINHFNKM
_ t
r fate: ew
11 SKIMMER SEDIMENT BASIN DETAIL
NO SCALE 'w1eP Ew" IlM
MEF
MNNTENNlCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AIA AFTER EACH MINALL MAKE NHY KONRE REPAIRS IMMEOWTEY
BE SURE TO eUWTNNACCESS TO THE BAF%ES SHWLD THE FABRIC OF A BAFFLE COLLAPSE TEAR. DECOMPOSE. OR BECOME
INEFFECTIVE. REPIACE IT PROMPTLY.
REMOVE SEDIMENT DEPORTS WHEN R REACTEII HALF FAL TO PROVIDE ADEODATE STORAGE VOLUME FOR THE FEAT RAIN AND TO
HE— PRE59RE ON THE BAFELEE TAKE CNE TOAV.O DAMFAIND THE BAFFLES DNFWG CIFNXUT. AND RE 'E IFONMGEO
OURNG CIENWUT OPERATIONS. SEDIMENT MFM SNOLLD I—E(t MEED HALF THE DESIGNED STORPflE DEPTH
AFTER THE CONTREUTING aiNNAGE AREA HAS BEEN PROPERLY STANLGED. REMOVE AU. BAFFLE MATERIALS AND UNSTABLE EEDIMENT
DEPGNTS, BRING THE AREA TO GUM, AND STASBRE IT.
BAFFLE INSTALLATION - STEP 2
6POROUS BAFFLE DETAIL
NO SCALE
SUBMITTED FOR
CLASS I RIPRAP PERMITTING
DO NOT USE FOR
CONSTRUCTION
I J� KEYED PoP RAP
f6YYASHED37OHE
FRONT VIEW
NOTE: REMOVE SEDIMENT ACCLAKAATK)N FROM BEHFO
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
_TOP ELEVATION OF STOPoA IrM
— — — "WASHED 11
r STONE
EXIsnNc SLOPE
IT
fl PoPFAP
coNSTRLXnaH NGTEs:
HEIGM & WIDTH OETERMNED BY
ETENTNNi MSTIM TOPOGRAPHY AM
;E SEDIMENT STORAGE REQUIRED.
r COR
TIKE— KEY RIP RAP INTO TIE DAM
FOR STASIIRAT L
SCALE VERIFICATION
THIS BAR 151 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1I"
IF IT'S NOT 1 INCH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 X 36
DETAILS
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
SOLAR SERVICES
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
SIDE NEW
CONSTRUCTION
_ PROJECT NO. 20164321
SnNG CAROLING ISSUE DATE 0331-2016
STEP SEQUENCE CURRENT REVISION - _ n
TEMPORARY CHECK DAM DESIGNED BY M00 ]�J�
14 NO SCALE DRAWN BY Moo
CHECKEDBY 1.
APPROVED BY JBC SHEET 5 U19
PINE: 91967S6011
W W W.KLEIHFELOER.ODM
NC LKZF1&Ef F-iip
MNNTEranNCE.
InFTER
,r
`QSH C' ••••••
ricsH 1; AT LEAST Y Nm
FIWNT I+2_OFt
•
%
GRFATERI RARHFALLEVEM PFA REPARE
IMMEDIATELY.
:R •,
'.
- SEAL
000D DdTACT WTHIHEGRwNDMUST
SE MN..N-..NED AHED EnoaorH Mlsr NDT
G«oR BENEATH THE RECD.
03499 ` -
-3�t l 1 yY¢c
rIE (ECP THwT ARE
W ED oa Nor%CLG9E mHrrxT
WITH THE GROUND SHILL BE REPAIREp
'.,,� 4 OpJ,••''
AND
FE 6ROSI oECC SDIETOPOORLY
REVISIONS
GGIiTwouEE w .THEPROeL
SE FMmA. THE ER oAREq
DSN
Shwa
mTEC E4
MIXRORANDREPAN THE REND •S
NSLE93ARY UNTO -RIS
ESTABLISHED.
REV
DESCRIPTION
DVVtI APP
AN
DATE
9 NAG S75BN EROSION CONTROL LINER
NO SCALE
aro. e4Frw TFrNim'f ��
lINHFNKM
_ t
r fate: ew
11 SKIMMER SEDIMENT BASIN DETAIL
NO SCALE 'w1eP Ew" IlM
MEF
MNNTENNlCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AIA AFTER EACH MINALL MAKE NHY KONRE REPAIRS IMMEOWTEY
BE SURE TO eUWTNNACCESS TO THE BAF%ES SHWLD THE FABRIC OF A BAFFLE COLLAPSE TEAR. DECOMPOSE. OR BECOME
INEFFECTIVE. REPIACE IT PROMPTLY.
REMOVE SEDIMENT DEPORTS WHEN R REACTEII HALF FAL TO PROVIDE ADEODATE STORAGE VOLUME FOR THE FEAT RAIN AND TO
HE— PRE59RE ON THE BAFELEE TAKE CNE TOAV.O DAMFAIND THE BAFFLES DNFWG CIFNXUT. AND RE 'E IFONMGEO
OURNG CIENWUT OPERATIONS. SEDIMENT MFM SNOLLD I—E(t MEED HALF THE DESIGNED STORPflE DEPTH
AFTER THE CONTREUTING aiNNAGE AREA HAS BEEN PROPERLY STANLGED. REMOVE AU. BAFFLE MATERIALS AND UNSTABLE EEDIMENT
DEPGNTS, BRING THE AREA TO GUM, AND STASBRE IT.
BAFFLE INSTALLATION - STEP 2
6POROUS BAFFLE DETAIL
NO SCALE
SUBMITTED FOR
CLASS I RIPRAP PERMITTING
DO NOT USE FOR
CONSTRUCTION
I J� KEYED PoP RAP
f6YYASHED37OHE
FRONT VIEW
NOTE: REMOVE SEDIMENT ACCLAKAATK)N FROM BEHFO
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
_TOP ELEVATION OF STOPoA IrM
— — — "WASHED 11
r STONE
EXIsnNc SLOPE
IT
fl PoPFAP
coNSTRLXnaH NGTEs:
HEIGM & WIDTH OETERMNED BY
ETENTNNi MSTIM TOPOGRAPHY AM
;E SEDIMENT STORAGE REQUIRED.
r COR
TIKE— KEY RIP RAP INTO TIE DAM
FOR STASIIRAT L
SCALE VERIFICATION
THIS BAR 151 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1I"
IF IT'S NOT 1 INCH ON THIS
SHEETADJUSTYOUR
SCALES ACCORDINGLY
ORIGINAL DRAWING SIZE IS 24 X 36
DETAILS
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
SOLAR SERVICES
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
SIDE NEW
CONSTRUCTION
_ PROJECT NO. 20164321
SnNG CAROLING ISSUE DATE 0331-2016
STEP SEQUENCE CURRENT REVISION - _ n
TEMPORARY CHECK DAM DESIGNED BY M00 ]�J�
14 NO SCALE DRAWN BY Moo
CHECKEDBY 1.
APPROVED BY JBC SHEET 5 U19

rKLE/NFELOER
�- Bright P6ople. Rlght Solu -
\
3'AO GATEIMY CENTRE BLVD.. SUITE i00
MDRdSVLE. NO 2]580
PHONE: OW7553011
MN-
VNYLY. 1
NC LICENSE • P•1149
nsFECT TEMPDRAar DnEasDNs aT LENT wEElar PtOaFTFREVEar aaRFUL
MMEOM1aY aFL10VE eEOIMEM FROM 11E FLOW MFA MDREPNRTHE [NEILMpi ORCYL
fAREFLLLY CHECKOURETS NDMPKE 1MELY a®ad3N NE®®. V.T1EN 111E NFA d
GRO-wL-EVE6tNw>fD.REMOVETIEdoff MOCMDPBroelEw YYRM 116 NaTUtAt
oawL,woaPFRaPdamv eiaMuif rt.
LENGTH (La)
OUTLET Do 3Do La W RIP RAP CLASS
d
■r
CH44NNELAND
UNER DEPTH EQUAL
TO DITCH DEPTH
VARIES
SK -1 2r 0.0 20 2.0 CLASS
SK -2 2.0 0 S 20 20 CUSS A
SKJ 20' 8.0 20 20 CUSS A
SK -4 20 CO- 20 20 CLASSA
SK -5 2.5^ 7.S 20 20 CLASS
SKA 1.S 4S 20 20 CLASSA
9.0
9.0
9.0 RIPEOLMRAP
LEN
9Ar $ S (OROTHER AS T �
9.0 r1 NOTED IN PLANS)
B.0
~
REVISIONS
1
PIPE 1 30.0 10BJr 24.0 19.3' CLASS B
PIPE 2 15Ar 45 Ar S. 0 3.8 CLASS B
MY
22.0
REV
DESCRIPTION
DSIV CHK
LriVN APP
DATE
xMNTENVICE. PLAN
_.. _.
IN9PECi TEMPORI,RY ENEfIGY p99RATER AT IF/,ei W£EIAY aIOIFTER EVERY RNIFML
CIEL NG FOft BCOUt.OSLODOEO3T01E MppgLOOOED yANtET.INIEOMTB.Y aEMOJE
fROMTHEROW MEa BECOME
\
MOT8ANQdPRNaNDdISIANEKTIaNY D.
p3LOOGED. GREFLLLY CHECK OUREi3 Np IAN TIMELY REPMRSN NEFOED.
U8LODO
TRIANGULAR DITCH
NOTES:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERI/LL.
2 ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
SECTION FILTER BLANKET
3. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
(OR EQUIVALENT EROSION
UNER AS NOTED IN PLANS)
4. CHANNEL TO BE UNED VWTH LINER LISTED IN TABLE ON SHEET C8.
5. CHANNEL DEPTHS AND SIDE SLOPES USTED IN TABLE ON SHEET CS.
15 TEMPORARY DIVERSION DITCH DETAILS
140 SCALE
16 RIP RAP ENERGY DISSIPATER DETAIL
NO SCALE
NOTES:
1. REMOVE SEDIMENT FROM THE UPSLOPE SIDE OF
SLOPE INSTALLATION
THE SOXX- WHEN ACCUMULATION HAS REACHED
1z
OF EFFECTIVE HEIGHT OF SOXX-
LXf cm)
2 LOOSE FILTER MEDIA MAY BE BACKFILLED ON THE
UPSLOPE SIDE OF THE SOXX- TO ENHANCE
STAPES L aN PERFORMANCE
P
STAKES PLACCEDEDl10' O.C.
DISTURBED AREA
1:1 FILTREXX® SOXX- -
tz MNOR
(AVAILABLE IN 8",12", 18" AND 24" DIAMETERS)
S,f
:y
�Fq
TEMPORARY SKIMMER
RISER BASIN DITCH �D
WITH PROPOSED UNER
z.s•
(SCM -13.5 CM)
°
sr:Y
38
(tscx)
6CM) ©
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
PROTECTED AREA
WL
TRANSITION OF SKIMMER OR RISER BASIN BOTTOM
TEMPORARYDITCH TO
TEMPORARYSKIMMER
8451N OR RISER BASIN N TEMPORARY SKIMMER OR RISER BASINN DITCH
CUT cRosssEcnoN 7o CONTINUE DOWN cur
SLOPE OF flA51N AND END AT THE BOTTOM OF
-
-
'�-- -
--
n.SrC
M)SLOPE
THE BASIN. DITCH TO BE LINED WITH
-
SPECIFIED RIP RAP. (SEE SHEETS C-5 AND CS
5
SECTION Nrs
F SPECIFICATIONS)-
OR RIP RAP
-:::::lY:;:` .........:.:... .
:::;;;::ir%siis..................
SCALE VERIFIC TIO
10 LF. PER END PLACED A7 A 30°ANGLE
TO PREVENT END -AROUND FLOW
�-DlsruR.ED AREA
EL 120`
1
DITCH TO BASIN TRANSITION DETAIL
T
18 NO SCALE
STAPLING PATTERNS
® ® sT3 'ANY
NOres.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING
NECESSARY
SEED. NOTE: WHEN SING CELLCATION OF LIME, -0•S ED DO NOT FERTILIZER, EDD
PREPAREDAREA CELL-O•SEED MUST BE INSTALLEDWITH
THIS 84R IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
° I
I I
IF ITS ET 1 INCH YO THIS
UR
SHEET ACCORDINGL
SCALES ACCORDINGLY
��'-'-
SIDE OTO
�`�'
^�' • I • •
2 BEGIN ATT OF THE SLOPE BY ANCHORING THE
sPACING vNEs
Fl1to\ aEFFJirosvaClNG awar aELDn
��^11----�
�. I
• n, ,,.., _
BLANKET IN AB' (15 CM) DEP X (^ (15 CM) WIDE TRENCH
VWTH APPROXIMATELY I2 -M-) OF BLANKET EXTENDED
BEYOND THE UP -SL PE PORTION OF THE H. ANCHOR
OA
--
• • • °XV
THE BLANKET WITHROW OF STAPLE STAKES
D_IDs
'- -
MATERIAL SPOIL PILE.
TO BE SEEDED AND
^•' C`°,,, ,: '�" ''
m ® 1 �r }
e
APPROXIMATELY 17 (30 CM) MART INT BOTTOM OF THE
TRENCH. G BACKFILL ACOMPACT THE TRENCH AFTER
STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD
REMAINING 12 (30 CM) PORTION OF BLANKET BACK OVER
SEED AND COMPACTED SOB_ SECURE BLANKET OVER
ORIGINAL DRAWING SIZE IS 24.35
DETAILS
E- ALWAYS INSTALL SOXX-
PERPENDICULAR TO SLOPE•T-1
STABIUZED
• i
V ^
���!!! �!71�-'�THE
COMPACTED SOIL WITH A ROW OF STAPLEWSTAKES SPACED
APPROXIMATELY 17 (30 CM) MARTACROSS THE WIDTH OF
Z' X Z' X 36' WOODEN (/ _
STAKES PLACED 100.C. ` PROTECTED AREA1
/
MATERIAL SPOIL PILE
• I
1f • • S^„i
•
• ••
BLANKET
3. ROTILE BLANKETS (A.) DOWN OR (a.) HORIZONTALLY
LL ACROSS THE SLOPE BLANKETS WILL UNROLL WITH
APPROPRIATE SIDE AGAINST] SOIL SURFACE ALL
BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE
NASH 97 SOLAR FARM
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
PLAN Nre
R,,,,.,�^, ,,, ,,,,,ago,,, c KtM.r BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS
AS SHOWN INT STAPLE PATTERN GUIDE WHEN USING
T DOT SYSTEMSHOULDPLACED
THROUGH EACH OF TCOSSTEKOTS CORRESPONDING
• tir
TO ED APPROPRIATE STAPLE PATTERN
Hak Los • yam/
M M e
6Mw n L1 20
Y
�'•
c•1(`�Vz
4. THE EDGESOF TEPARALLEL BLANKETS MUST RLSTAPLED WTM
ON BLANKET APPROXIMATELY 7 • S (5 CM -125 CMO OVERLAP DEPENDING
ON BUCKET TYPE
•NLp•F4EE•E•I.I••MF•wL
M�
7:1 7E
4:1 45
Lem 81 -pa /626% 0
5. CONSECUTIVEOVER EN SPLICED DOWN E) SLOPE MUST
BE PLACED END STYLE) WITH AN
NG OVER END (
APPROXIMATE 7 Q.5 CM) OVERLAP. STAPLE THROUGH
OVERLAPPED AREA, APPROXIMATELY I7(30 CM) APART
ACROSS ENTIRE BLANKET WIDTH. NOTE 'IN LOOSE SOIL
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20180
1646% MSILT
6.10% 126
34% 20
�i% - !00
FENCE TO BE PLACED ON
tr ls, DOWN -GRADIENT OF ALL SIDES
OF ALL. MATERIAL SPOIL PILES
19 MATERIAL SPOIL DETAIL
ITICONDONS, THE USE OF STAPLE OR STAKE LENGTHS
SECURE GREATER8' CMO MAY BE NECESSARY TO PROPERLY
GREATER HE ] BLANKETS.
DETAIL AND LANGUAGE PROVIDED BY NORTH AMERICAN GREEN
REV. 12OD4
CONSTRUCTION
PROJECT NO. 20164321
ISSUE 047E C331-2018
CURRENT REVISION
NO SCALE
^
COMPOST FILTER SOCK SLOPE
17 INTERRUPTION DETAIL
SLOPE MATTING INSTALLATION
20 NO SCALE
{V.L6
DESIGNED BY MOD
DRAWN BY MDD
NO SCALE
CHECKED BY JBC
APPROVED BY .Bn.
-- 9 d 9

W
sa
-C
Rt
E
CIO
2
a_
w
or
0-
0
G
In
In
2
0
E
m
12
z
X
w
U�11
PROPOSED HORSESHOE INLET PROTECTION
PROPOSED SEDIMENT BASIN SKIMMER
PROPOSED ROCK CHECK DAM
X280 PROPOSED SPOT ELEVATION
NOTES
1. CULVERTS SHALL BE BURIED A MINIMUM OF 6"
OF ITS DIAMETER TO FACILITATE THE
MOVEMENT OF AQUATIC LIFE
OF 6" BELOW
STREAMED
20 10 0 20
SCALE: 1 INCH = 20 FEET
PROPOSED PERMANENT 20' WIDE GRAVEL
ACCESS ROAD WITH 6" ABC BASE
EXISTING V
TRANSFORMER —
PERMANENT FILL BELOW
ORDINARY HIGH-WATER
MARK=4.67 CY (FILL AREA
CALCULATED AT 6.3 SF AND
CONSERVATIVELY ASSUMED TO
RUN FOR ENTIRE LENGTH OF
6166, JC� A6 F1L.6 MLL E L
EXISTING MAJOR CONTOUR (10')
3
EXISTING MINOR CONTOUR (2')
ZONE 2
EXISTING PROPERTY BOUNDARY
.... . . ................ .
EXISTING ADJACENT PROPERTY BOUNDARY
EXISTING PROPERTY SETBACK
FF­fTY
EXISTING VEGETATIVE SETBACK
TEMPRORARY
EXISTING EASEMENT
PERMANENT
EXISTING EDGE OF ROAD
IMPACT 'LINEA
EXISTING UNPAVED ROAD
NUMBER
EXISTING STREAM CENTERLINE
EXISTING TREE LINE
IMPACT
PROPOSED TREE LINE
moan=
EXISTING 50'STREAM BUFFER
(ACRES)
EXISTING STREAM TOP OF BANK
. .... .
EXISTING CULVERT
(SQUARE FEET)
PROPOSED CULVERT
(SQUARE FEET)
PROPOSED LIMIT OF DISTURBANCE
PROPOSED PERMANENT FENCE
330—
PROPOSED MAJOR CONTOUR (10')
324—
PROPOSED MINOR CONTOUR (2')
EXISTING RIGHT-OF-WAY
EXISTING OVERHEAD ELECTRIC LINE
>— TD-->— TD—
PROPOSED TEMP DIVERSION DITCH
STREAM1
PROPOSED SEDIMENT BASIN BAFFLES
SF SIF SIF SF
PROPOSED SILT FENCE
FS FS FS FS
PROPOSED SILT FENCE
84'-,F
EXISTING UTILITY POLE
PROPOSED HORSESHOE INLET PROTECTION
PROPOSED SEDIMENT BASIN SKIMMER
PROPOSED ROCK CHECK DAM
X280 PROPOSED SPOT ELEVATION
NOTES
1. CULVERTS SHALL BE BURIED A MINIMUM OF 6"
OF ITS DIAMETER TO FACILITATE THE
MOVEMENT OF AQUATIC LIFE
OF 6" BELOW
STREAMED
20 10 0 20
SCALE: 1 INCH = 20 FEET
PROPOSED PERMANENT 20' WIDE GRAVEL
ACCESS ROAD WITH 6" ABC BASE
EXISTING V
TRANSFORMER —
PERMANENT FILL BELOW
ORDINARY HIGH-WATER
MARK=4.67 CY (FILL AREA
CALCULATED AT 6.3 SF AND
CONSERVATIVELY ASSUMED TO
RUN FOR ENTIRE LENGTH OF
6166, JC� A6 F1L.6 MLL E L
EXISTING 100 -YEAR FLOODPLAIN
Bright Peop/e. Right Solutions.
114 �44
PROPOSED 24'X 100' ROCK
ZONE 2
CONSTRUCTION ENTRANCE
.... . . ................ .
PROPOSED NAG EROSION
CONTROL LINER
FF­fTY
PROPOSED LIGHT DU ACCESS ROAD (TO
TEMPRORARY
BE INSTALLED POST CONSTRUCTION)
PERMANENT
PERMANENTIMPACT (LINEAR
IMPACT 'LINEA
PROPOSED PERMANENT GRAVEL
NUMBER
ACCESS ROAD WITH 6" ABC BASE
IMPACT
IMPACT
EXISTING WETLAND
moan=
PERMANENT RIP -RAP PAD
PROPOSED HORSESHOE INLET PROTECTION
PROPOSED SEDIMENT BASIN SKIMMER
PROPOSED ROCK CHECK DAM
X280 PROPOSED SPOT ELEVATION
NOTES
1. CULVERTS SHALL BE BURIED A MINIMUM OF 6"
OF ITS DIAMETER TO FACILITATE THE
MOVEMENT OF AQUATIC LIFE
OF 6" BELOW
STREAMED
20 10 0 20
SCALE: 1 INCH = 20 FEET
PROPOSED PERMANENT 20' WIDE GRAVEL
ACCESS ROAD WITH 6" ABC BASE
EXISTING V
TRANSFORMER —
PERMANENT FILL BELOW
ORDINARY HIGH-WATER
MARK=4.67 CY (FILL AREA
CALCULATED AT 6.3 SF AND
CONSERVATIVELY ASSUMED TO
RUN FOR ENTIRE LENGTH OF
6166, JC� A6 F1L.6 MLL E L
SIDE SLOPE ACCESS ROAD SIDE SLOPE
PROPOSED (NO GREATER THAN 2:1) TOP ELEV.: 280.00' (IVC) GREATER THAN 2:1)
COFFER DA
EXISTING
STREAM BED ...... ...........
PROPOSED (2) 48 LF OF 36" RCP PROPOSED
7 0 -
FES -2 INV CULVERT @ 2.08% COFFERDAM
PROPOSED CDOT OUT: 274.50' (TO BE BURIED 6" TO ACCOMMODATE FES -1 INV
CLASS I RIP RAP THE PASSAGE OF AQUATIC LIFE) IN: 275.50'
241 X 9'W X 22" THICK
-10.00 0,00
-PIPE 1
10 50 10
SCALE: 1 INCH = 10 FEET
ACCESS ROAD CULVERT CONSTRUCTION SEQUENCE
111 0 1111, 11IFT 1111111921 111i 1;I I'MAWTOT-111 9�1� NJ V 12019 rm;q Z 12 24WA111 1*01*01 T�5
IN III I F 11511 ii 11 1
EXISTING 50'RIPARIAN
STREAM BUFFER (ZONE 1
BOUNDARY)
PROPOSED LIMIT OF
DISTURBANCE (TYP.)
NIF
RYAN L, CARTER
PIN 2736010249245
D,B,I- 2637, PG,I- 53
268
- - ------------------
V
!Apf
rp
'r nq
'i [REM
r
"a
m
f
.__z ...... . ... .. .. .... .. ------ - -------- -
Z,
7
"R fl
IT 41,11
R
2'
�x
impff p ..... . ..
PROPOSED
lr
WHr SKIMMER IMMER BASIN
"mH
13
'a JU 11
m
M-111 1
41
%
_F i"fi
oi u
-9
14,14"FE A­w1FFEf,0_`[ 1, J`4 W 1 111-41 41
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m
!S,
et
JAMES D. GOLDSTON JFK,
ffffff! 114
P/N, 273600346003&
. . . ...........
273600349557
,P D, B..° 2686, PG: 331
g,
jj
. . . . . . . . . . .
f fl -
Ty
1114FTE11111 "I"," "'i",
"41 j t
5,
Of
PROPOSED
4"!
F
SOLAR ARRAY
LAYAOUT
PROPOSED 1`4, "4'_,j@j
SKIMMER BASIN
j
P1111""J,
FF
m mus"I ifa, r,
9TRE EfF i
'4G TRIBUTARY
EBERT,
M (TYP.) .. . ..... . ...
1
ff"99 H-700 "B"Fff 14 J, Wff, 5i I
Im", Fulp
i140ff6 T�
7!, ""io
Pfllij F I
fli '1111"Ll 4
"f Hill
F �H J U
j
i
-011HR 111F PROPOSED FILTER SOCK
SLOPE INTERRUPTER (TYP.)
FE,
M et1 F .......
(,)4 m t
'311,111, ifl-1111
q
HT
'R
m ",fi wt "'m
uuiiaim imp j,",
i{. "'a I6Ti
M
vi
PROPOSED SILT FENCE
"p,
41
"IlE '91111f 11
-OU
TLET(TYP.)
nuTw", i I , 1�1 I
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T Fix"'a
H71
uj)
PROPOSED SILT FENCE (TYP
— ------------
(eKL AFINF-AEL DAER
Bright Peop/e. Right Solutions.
114 �44
ZONE 1
ZONE 2
ZONE 1
ZONE 2 TEMPORARY
PERMANENT
CROSSING
IMPACT AREA
DESCRIPTION
TEMPRORARY
TEMPORORARY
PERMANENT
PERMANENTIMPACT (LINEAR
IMPACT 'LINEA
AREA OF IMPACT
NUMBER
IMPACT
IMPACT
IMFACT
IMPACT
FEET)
FEET)
T)
(ACRES)
(SQUARE FEET)
(SQUARE FEET)
(SQUARE FEET)
(SQUARE FEET)
(2) 48 LF CLASS IV RCP, 24 LF OF
CROSSING 1
STREAM1
RIP RAP, 16° DE ACCESS ROAD
110
100
3,175
1,616 20 LF
84'-,F
�048 AC
ON ORIGINAL DRAWING
(PIPE 1)
ND
ELECTRICAL COUIT,
IF IT'S 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
STREAM CROSSING EXHIBIT
HAYWOOD SOLAR SITE
TEMPORARY PUMP AROUND
MIDDLESEX, NASH COUNTY, NC 27557
m
L am
IE an Em
SOLAR SERVICES
Your to
compefifive td iia achieving lowest LCOS
EVERGREEN SOLAR SERVICES
21525 RIDG ETOP CIRCLE, SUITE 140
STERLING, VA 20166
SIDE SLOPE ACCESS ROAD SIDE SLOPE
PROPOSED (NO GREATER THAN 2:1) TOP ELEV.: 280.00' (IVC) GREATER THAN 2:1)
COFFER DA
EXISTING
STREAM BED ...... ...........
PROPOSED (2) 48 LF OF 36" RCP PROPOSED
7 0 -
FES -2 INV CULVERT @ 2.08% COFFERDAM
PROPOSED CDOT OUT: 274.50' (TO BE BURIED 6" TO ACCOMMODATE FES -1 INV
CLASS I RIP RAP THE PASSAGE OF AQUATIC LIFE) IN: 275.50'
241 X 9'W X 22" THICK
-10.00 0,00
-PIPE 1
10 50 10
SCALE: 1 INCH = 10 FEET
ACCESS ROAD CULVERT CONSTRUCTION SEQUENCE
111 0 1111, 11IFT 1111111921 111i 1;I I'MAWTOT-111 9�1� NJ V 12019 rm;q Z 12 24WA111 1*01*01 T�5
IN III I F 11511 ii 11 1
EXISTING 50'RIPARIAN
STREAM BUFFER (ZONE 1
BOUNDARY)
PROPOSED LIMIT OF
DISTURBANCE (TYP.)
NIF
RYAN L, CARTER
PIN 2736010249245
D,B,I- 2637, PG,I- 53
268
- - ------------------
V
!Apf
rp
'r nq
'i [REM
r
"a
m
f
.__z ...... . ... .. .. .... .. ------ - -------- -
Z,
7
"R fl
IT 41,11
R
2'
�x
impff p ..... . ..
PROPOSED
lr
WHr SKIMMER IMMER BASIN
"mH
13
'a JU 11
m
M-111 1
41
%
_F i"fi
oi u
-9
14,14"FE A­w1FFEf,0_`[ 1, J`4 W 1 111-41 41
P "fir",
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!S,
et
JAMES D. GOLDSTON JFK,
ffffff! 114
P/N, 273600346003&
. . . ...........
273600349557
,P D, B..° 2686, PG: 331
g,
jj
. . . . . . . . . . .
f fl -
Ty
1114FTE11111 "I"," "'i",
"41 j t
5,
Of
PROPOSED
4"!
F
SOLAR ARRAY
LAYAOUT
PROPOSED 1`4, "4'_,j@j
SKIMMER BASIN
j
P1111""J,
FF
m mus"I ifa, r,
9TRE EfF i
'4G TRIBUTARY
EBERT,
M (TYP.) .. . ..... . ...
1
ff"99 H-700 "B"Fff 14 J, Wff, 5i I
Im", Fulp
i140ff6 T�
7!, ""io
Pfllij F I
fli '1111"Ll 4
"f Hill
F �H J U
j
i
-011HR 111F PROPOSED FILTER SOCK
SLOPE INTERRUPTER (TYP.)
FE,
M et1 F .......
(,)4 m t
'311,111, ifl-1111
q
HT
'R
m ",fi wt "'m
uuiiaim imp j,",
i{. "'a I6Ti
M
vi
PROPOSED SILT FENCE
"p,
41
"IlE '91111f 11
-OU
TLET(TYP.)
nuTw", i I , 1�1 I
T
T Fix"'a
H71
uj)
PROPOSED SILT FENCE (TYP
— ------------
(eKL AFINF-AEL DAER
Bright Peop/e. Right Solutions.
114 �44
3500 GATEWAY CENTRE BLVD., SUITE 200
MORRISVILLE, NC 27560
PHONE: [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
%4 CA#t0,1#I
Z
.#0
gypEL_
floe, lot I qkk
REVISIONS
DSN CHK
REV DESCRIPTION - - DATE
DWN APR
........ . . . ........... ...
... .........
SUBMITTED FOR
PERMITTING
DO NOT USE FOR
CONSTRUCTION
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
L--------- i
IF IT'S 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
STREAM CROSSING EXHIBIT
HAYWOOD SOLAR SITE
ROCKY CROSS ROAD
MIDDLESEX, NASH COUNTY, NC 27557
m
L am
IE an Em
SOLAR SERVICES
Your to
compefifive td iia achieving lowest LCOS
EVERGREEN SOLAR SERVICES
21525 RIDG ETOP CIRCLE, SUITE 140
STERLING, VA 20166
---------- . . . . . ......... . . ..
EXHIBIT
.. . ....... ..
PROJECT NO. 20164322
ISSUE DATE 04-06-2016
CURRENT REVISION
DESIGNED BY MEW E-1
. . . ..... - ------
DRAWN BY MEW
CHECKED BY JAC
APPROVED BY JAC SHEET 1 Of 2

OUTLET Do 3Do La W RIP RAP d
PIPE 1 (2) 36" 9' 24` 91 CLASS 1 22„
RIPRAP
10100913411
FILTER BLANKET
1
RIP RAP ENERGY DISSIPATER DETAIL
0INO SCALEUl
a -
I
i
a
1THIS WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND IN -STREAM
CONSTRUCTION •:
f filial Ump � � � � l ; 1. i i1 Y' iik •: � � YIf1 -.
3. CONSTRUCTION SHOULD NOT BEGIN UNTIL ALL SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE INSPECTOR. TI -M]
CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER
. SCHEDULE CONSTRUCTION TO BEGIN AND END IN PERIODS OFD Y WEATHER. WORK SHOULD NOT BE CONDUCTED IN THE CHANNEL/STREAM DURING RAIN
EVENTS.
5. THE CONTRACTOR SHOULD ONLY EGIWORK IN ANA AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY INCLUDING BUT LIMITED TO GRADING. AT THE
END OF EACH WORK DAY, THE WORK AREA MUST BE STABILIZED AND THE PUMP AROUND REMOVED FROM THE CHANNEL/STREAM.
6. THE CONTRACTOR SHALL BEGIN WORK AT THE UPSTREAM SECTION AND PROCEED DOWNSTREAM BEGINNING WITH THE ESTABLISHMENT OF THE CLEAN
WATER DIKE AND STREAM DIVERSION PUMPS.
7. SANDBAG DIKES SHOULD BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA AS SHOWN ON PLANS, AND STREAM LO SHOULD BE
PUMPED AROUND WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS.
3. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER
APPROVED SOURCE. THE MEASURE SHOULD LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL. STREAM BELOW THE DOWNSTREAM
SANDBAG DIKE.
STREAM9ALL RESTORATION ALLED AS INDICATED BY THE PLANS AND DETAILS NGRADED IN ACCORDANCE
MATTINGGRADING PLANS AND TYPICAL CROSS-SECTIONS. ALL GRADING MUST BE STABILIZED AT THE END OF EACH WORK DAY WITH SEED AND MULCH OR SEED AND
AS P
10. AFTER AN AREA IS COMPLETE AND STABILIZED, THE CLEAN WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLUSH, ANEW CLEAN WATER DIKE
SHOULD BE ESTABLISHED UPSTREAM FROM THE OLD SEDIMENT DIKE. FINALLY, UPON ESTABLISHMENT OF A NEW SEDIMENT DIKE BELOW THE OLD, THE OLD
SEDIMENT DIKE SHOULD W
E REMOVED,
11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS TO AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES UNTIL THE SEDBM"ENT
CONTROL INSPECTOR APPROVES THEIR REMOVAL.
12. AFTER CONSTRUCTION, ALL DISTURBED AREAS SHALL BE REGRADED AND REVEGETATED AS PER THE PLANS,
— discharge hoses
P
flow
sediment dike
pumps should discharge
onto a stable velocity
dissipator made of rip rap
orsandbags
dewatering pump
intake hose
clean water dike
work area
intake
hose
(intake structure shall
not pull up sediment.
Huse in bucket to, be
t used)
flow
sump -hole
r pool
2" to 18" deep
dia.)
impervious sheeting
Work area base flow + 1 foot
(2 foot minimum)
Cross section of sandbag dike
;� rr rrr! � �►
j
I
I Bright l w Right Solutions.
MAINTENANCE:
PHONE. [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
o*
INSPECT PIPE INLET PROTECTION AT LEAST'WEEKLY FIND AFTER
CD
EACH SIGNIFICANT (112 INCH OR GREATER) RAINFALL EVENT TO SEE
I
IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE,
E
OR IF THE STONES HAVE BEEN DISLODGED, IMMEDIATELY MAKE ALL
r
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
ca
1
RIP RAP ENERGY DISSIPATER DETAIL
0INO SCALEUl
a -
I
i
a
1THIS WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND IN -STREAM
CONSTRUCTION •:
f filial Ump � � � � l ; 1. i i1 Y' iik •: � � YIf1 -.
3. CONSTRUCTION SHOULD NOT BEGIN UNTIL ALL SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE INSPECTOR. TI -M]
CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHENEVER
. SCHEDULE CONSTRUCTION TO BEGIN AND END IN PERIODS OFD Y WEATHER. WORK SHOULD NOT BE CONDUCTED IN THE CHANNEL/STREAM DURING RAIN
EVENTS.
5. THE CONTRACTOR SHOULD ONLY EGIWORK IN ANA AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY INCLUDING BUT LIMITED TO GRADING. AT THE
END OF EACH WORK DAY, THE WORK AREA MUST BE STABILIZED AND THE PUMP AROUND REMOVED FROM THE CHANNEL/STREAM.
6. THE CONTRACTOR SHALL BEGIN WORK AT THE UPSTREAM SECTION AND PROCEED DOWNSTREAM BEGINNING WITH THE ESTABLISHMENT OF THE CLEAN
WATER DIKE AND STREAM DIVERSION PUMPS.
7. SANDBAG DIKES SHOULD BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA AS SHOWN ON PLANS, AND STREAM LO SHOULD BE
PUMPED AROUND WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS.
3. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER
APPROVED SOURCE. THE MEASURE SHOULD LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL. STREAM BELOW THE DOWNSTREAM
SANDBAG DIKE.
STREAM9ALL RESTORATION ALLED AS INDICATED BY THE PLANS AND DETAILS NGRADED IN ACCORDANCE
MATTINGGRADING PLANS AND TYPICAL CROSS-SECTIONS. ALL GRADING MUST BE STABILIZED AT THE END OF EACH WORK DAY WITH SEED AND MULCH OR SEED AND
AS P
10. AFTER AN AREA IS COMPLETE AND STABILIZED, THE CLEAN WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLUSH, ANEW CLEAN WATER DIKE
SHOULD BE ESTABLISHED UPSTREAM FROM THE OLD SEDIMENT DIKE. FINALLY, UPON ESTABLISHMENT OF A NEW SEDIMENT DIKE BELOW THE OLD, THE OLD
SEDIMENT DIKE SHOULD W
E REMOVED,
11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS TO AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES UNTIL THE SEDBM"ENT
CONTROL INSPECTOR APPROVES THEIR REMOVAL.
12. AFTER CONSTRUCTION, ALL DISTURBED AREAS SHALL BE REGRADED AND REVEGETATED AS PER THE PLANS,
— discharge hoses
P
flow
sediment dike
pumps should discharge
onto a stable velocity
dissipator made of rip rap
orsandbags
dewatering pump
intake hose
clean water dike
work area
intake
hose
(intake structure shall
not pull up sediment.
Huse in bucket to, be
t used)
flow
sump -hole
r pool
2" to 18" deep
dia.)
impervious sheeting
Work area base flow + 1 foot
(2 foot minimum)
Cross section of sandbag dike
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j
I
I Bright l w Right Solutions.
--- 3500 GATEWAY CENTRE BLVD., SUITE 260
MORRISVILLE, NC 27560
PHONE. [phone]
WWW.KLEINFELDER.COM
NC LICENSE # F-1143
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REVISIONS
DSN CHK
REV DESCRIPTION DATE
DWN APP
I
i
SUBMITTED FOR
PERMITTING
E
DO NOT USE FOR
CONSTRUCTION
z
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1"
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
} SCALES ACCORDINGLY
l
ORIGINAL DRAWING SIZE IS 24 x 36
CROSSING EXHIBIT
SOLARSTREAM
HAYWOOD IT
ROCKY CROSS ROAD
MIDDLESEX, 27557
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ES
9�fflmachlevfnq .&frem. I»OE
EVERGREEN SOLAR SERVICES
21525 RIDGETOP CIRCLE, SUITE 140
STERLING, VA 20166
EXHIBITI
PROJECT NO. ` 20164322
ISSUE DATE 04-06-2016
CURRENT REVISION -
DESIGNED BY MEW E-2
DRAWN BY MEW
CHECKED BY JAC
APPROVED BY JAC SHEET 2 of 2