20171022 Ver 1_401 Application_20170817

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2 0 1 7 1 0 2 2 Office Use Only:
Corps action ID no. 2017-00187
DWQ project no.
Form Version 1.4 January 2009
LD
BUFFER PERMITTING
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes Q 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 ❑ Riparian Buffer Authorization
1e.
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 NX 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 bankX❑
or in -lieu fee program.
Yes Q No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes Q No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Blue Ridge EMC's Rutherwood Substation Site
2b.
County:
Watauga
2c.
Nearest municipality / town:
Boone
2d.
Subdivision name:
New River
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Blue Ridge Electric Membership Corporation
3b.
Deed Book and Page No.
Book of Records 1692, page 756
3c.
Responsible Parry (for LLC if
applicable):
Mike High
3d.
Street address:
PO Box 112
3e.
City, state, zip:
Lenoir, NC 28645
3f.
Telephone no.:
828-759-8928
3g.
Fax no.:
3h.
Email address:
[e-mail] A ;G ) 2017
LD
BUFFER PERMITTING
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
Q Agent ❑ Other, specify:
4b. Name:
Nathan Bass
4c. Business name
(if applicable):
UC Synergetic, LLC
4d. Street address:
123 North White Street
4e. City, state, zip:
Fort Mill, SC 29715
4f. Telephone no.:
803-835-7929
4g. Fax no.:
803-835-7825
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Carson Dellinger
5b. Business name
(if applicable):
Environmental Resources of the Carolinas, Inc
5c. Street address:
72 Brownwood Ave.
5d. City, state, zip:
Asheville, NC 28806
5e. Telephone no.:
828-450-0161
5f. Fax no.:
5g. Email 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):
2921202861000
1 b. Site coordinates (in decimal degrees):
ILatitude: 36.223986 Longitude: -81.617222
1c. Property size:
36.5 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Brown Branch to the South Fork New River
2b. Water Quality Classification of nearest receiving water:
C; Tr:+
2c. River basin:
New River Basin
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:
Agriculture: Auxiliary Improvement (existing transmission line ROW)
3b. List the total estimated acreage of all existing wetlands on the property: 0.42
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 780
3d. Explain the purpose of the proposed project:
Blue Ridge Energy proposes to construct the new Rutherwood 230kV Substation to increase the electrical capacity and reliability in Watauga County,
3e. Describe the overall project in detail, including the type of equipment to be used:
Heavy grading equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
© 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): William Elliott USACE
Agency/Consultant Company: EROC, Inc
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE Feb 2, 2017
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Transmission lines from the substation will be added. Lines will follow existing ROW of existing transmission lines- existing lines will essentially be
updated to accommodate substation.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
© Wetlands © Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
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 P
Choose one
Headwater Wetland
Yes
Corps
0.24
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:
0.24
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
Streaml
PER
Corps
5
92
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
92
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 indivi ually list all open 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
02 -
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 DWO)
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, an you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other.
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
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.
Several designs considered. Chosen design minimizes necessary grading and avoids impacts on waters located on the eastern border of the
property.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A well developed erosion and sedimentation plan has been developed for the site. Plan is to be submitted for State approval. Best management
practices are to be implemented.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ 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 Mitigation 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 Malcing 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:
0.24 acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: 2:1 mitigation requirements.
S. 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 ® 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
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
11
2b. Does this project require a Stormwater Management Plan?
❑ Yes © No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
No local requirements for stormwater management. The project is to be covered under NPDES Stormwater General Permit NCG010000 after
approval of the erosion and sediment control plan.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The State's Best Management Practices will be utilized throughout the entirety of construction to ensure that no off-site sedimentation occurs and that
the surrounding waterbodies are protected by properly treating stormwater before it leaves the project site.
2e. Who will be responsible for the review of the Stormwater Management Plan?
NC DENR
3. Certified Local Government Stormwater Review
3a. In which local governments jurisdiction is thisproject?
Watauga County
❑ 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 ❑ 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):
❑Session Law 2006-246
❑Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
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)?
1c.
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
0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after-the-fact permit application?
❑Yes
© No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
[]Yes
© 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.
Best
management practices moll be followed to minimize runoff during constru ion. The site will not generate sewage.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
ED Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
An in-situ Threatened and Endangered Species Habitat survey was conducted in September 2015 by an environmental scientist and wildlife biologist
of UC Synergenics. A list of federally listed species was obtained from US Fish and Wildlife Services.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ YesX❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Though the site is located in a "trout county" no essential fish habitat was observed during an investigation by an environmental professional. No
designated trout streams occur on the site.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Archaeological inventory conducted by Archaeological Services of the Carolinas, Inc. in August, 2015
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?
FEMA floodplain map
Carson K. Dellinger
07-24-2017
Applicant/Agent's Printed Name
Date
Appli Ag is Signature
(Agent's signure is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

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Legend
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Map Created By
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Figure 1
Site Location Map
Highway 421
2.5 Miles East of Boone, NC
Watauga County Site
Approximately 36 Acres
Biological Resources Assessment
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Property Boundaries Map created by EROC, Inc. for Blue Ridge EMC.
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BREMC's Rutherwood Substation Site: Existing Waters
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1____ _ Map created by EROC, Inc, for Blue Ridge EMC.
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SnD - Saunook loam
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Map Created By
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Figure 4
Soil Survey of Watauga County, INC
Highway 421
2.5 Miles East of Boone, NC
Watauga County Site
Approximately 36 Acres
Biological Resources Assessment
Prepared for.
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Mitigation Services
ENVIRONMENTAL QUALITY
July 12, 2017
Mike High
Blue Ridge Electric Membership Corporation
PO Box 112
Lenoir, NC 28645
Project: Blue Ridge EMC's Rutherwood Substation
ROY COOPER
MICHAEL S. REGAN
Expiration of Acceptance: January 12, 2018
County: Watauga
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the
table below. Please note that this decision does not assure that participation in the DMS in -lieu fee mitigation
program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility
of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must
also comply with all other state, federal or local government permits, regulations or authorizations associated with
the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. ff we have not
received a copy of the issued 404 Permit/401 Certification/LAMA permit within this time frame, this
acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS
receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and
payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an
applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact
amounts shown below.
River
Basin
Impact New
CU Location
(8 -digit HUC)
____ _ Cold
05050001----
5050001 0
Stream (feet) Wetlands (acres) Buffer I Buffer 11
(Sq. Ft.) (Sq. Ft)
Cool Warm I Riparian_. Non-RI-arian ^Coastal Marsh
0 0 024 0 0 0 0
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation
will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC
02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any
questions or need additional information, please contact Kelly Williams at [phone].
cc: Nathan Bass, agent
Sincerely,
Ja - es.� Stanfill
Asset Management Supervisor
Slate of North Carolina I Emironmental Quality ; Miti tion Smices
1652 Mail Service Center I Raleigh, NC 27699-1652 1 217 W. ]ones Street, Suite 3000
919 707 8976 T

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DE'SCRIPIFION:
LOT NO. PLAN NO. — 8--- PARCEL ID: _ 2921202861000
STREET ADDRESS: Tract 2 (36.501 acres) New Hwy 421, Boone, NC 28607
Please print:
Property Owner:
Property Owner:
BI to R idge E bct is Nt m harsh Ip Co poralion
The undersigned, registered property owners of the above noted property, do hereby authorize
Carson Dellinger of Environmental Resources of the Carolinas, Inc
(Contractor / Agent) (Name of consulting firm
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special condMons attached.
Property Owner's Address (if different than property above):
1216 Blowing Rock Blvd. NE, PO Box 112 Lenoir, NC 28645
Telephone: [phone]
We hereby certify the above Information submitted In this application is true and accurate to the
best of our knowledge.
Authorized Signature r _ Au riz Signature
Date: _ � �^ I Z. 1 � �R _ Date: j:2J 7- —1Y)LW

ABBREVIATIONS: ABBREVIATIONS CON'T
(BOB) IBASIS OF BEARINGHSS HOLLOW STEEL
(C&M) CALC. AND MEASURED HWF HOG WIRE FENCE
(F) IFOUND jJT IJOINT
(M)
MEASURED
LF
JUNEAR FOOT
(R)
RECORD
MIN
MINIMUM
(R')
REFERENCED DOCUMENT
MOL
MORE OR LESS
(S)
SET
MON
MONUMENT
AB
AGGREGATE BASE
N
NORTH, NORTHING
AC
ACRE
N.O.I.
NOTICE OF INTENT
BC
BRASS CAP
N.O.T.
NOTICE OF TERMINATION
BCHH
BRASS CAP IN HAND HOLE
NAD
NORTH AMERICAN DATUM
BMP
BEST MANAGE. PRACTICE
NAVD
IN. AMERICAN VERT. DATUM
BWF
BARB WIRE FENCE
NGS
NATIONAL GEODETIC SURVEY
CALC
CALCULATED
NTS
NOT TO SCALE
CL
CENTERLINE
OC
ON CENTER
CLF
CHAIN LINK FENCE
OD
OUTSIDE DIAMETER
CUR
CLEARANCE
OHE
OVERHEAD ELECTRIC
CMP
CORRUGATED METAL PIPE
OVHD
OVERHEAD
CONIC
CONCRETE
PL
PLATE
CONT
CONTINUOUS
PUE
PUBLIC UTILITY EASEMENT
COR
CORNER
R/RAD
RADIUS
CY
CUBIC YARD
R.O.P.
RATION OF PRECISION
DIA
DIAMETER
R/W
RIGHT OF WAY
DIP
DUCTILE IRON PIPE
RB
REBAR
E
EAST, EASTING
RCP
REINFORCED CONCRETE PIPE
E.O.I.
END OF INFORMATION
S
SOUTH
EA
EACH
SCH
SCHEDULE
EL/ELEV
ELEVATION
SEC
SECTIONS
EW
EACH WAY
SG
SUB—GRADE
FDN
FOUNDATION
SQ
SQUARE
FG
FINISHED GRADE
STD
STANDARD
FIRM
FLOOD INSUR. RATE MAP
SY
SQUARE YARD
FL
FLOW LINE
T
TELEPHONE LINE
FND
FOUND
T&B
TOP AND BOTTOM
FTG
FOOTING
TOC
TOP OF CONCRETE
GA
GAUGE
TOF
TOP OF FOOTER
GALV
GALVANIZED
TOW
TOP OF WALL
GAS
GAS LINE
TYP
TYPICAL
HH
HAND HOLE
VERT
VERTICAL
HOR
1HORIZONTAL
W
IWEST
Know whah below.
0111 before you dig.
Call at least three working days
before you plan on digging
North8
Carolina ��
c811.org�
Dial 811 or 1-800-632-4949
PRELIMINARY
RUTHERWOOD 230 kV SUBSTATION
ISSUED FOR CLIENT REVIEW
WATAUGA COUNTY, NORTH CAROLINA
JUNE 30, 2017
VICINITY MAP © WATAUGA COUNTY, NC
NOT TO SCALE NOT TO SCALE
ESTIMATED QUANTITIES:
NOTE: QUANTITIES ARE ESTIMATES ONLY, CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF QUANTITIES DURING THE BIDDING
PROCESS AND PRIOR TO CONSTRUCTION ACTIVITIES.
CLEARING & GRUBBING:
OWNER:
QTY
UNITS
SUBSTATION AND ACCESS
N/A
PARCEL ID NUMBER:
CONSTRUCTION.....................................................................
X.XX
AC
EROSION & SEDIMENT CONTROL
QTY
UNITS
SILT FENCE...........................................................................
XXX
LF
CHECKDAMS.........................................................................
X
#OF
GRADING & DRAINAGE:
QTY
UNITS
CUT...................................................................................225,773.53
A
CU. YDS.
FILL...................................................................................200,201.95
A
CU. YDS.
ESTIMATED 12" UNDERCUT ...................................................5,200.00
A
CU. YDS.
10% COMPACTION................................................................20,540.20
A
CU. YDS.
NETVOLUME.............................................................................168.62
A
CU. YDS.
STORM DRAIN DRAIN SYSTEM:
QTY
UNITS
18" RCP PIPE....................................................................
XXX
LF
RETAINING WALL:
FACE FEET OF WALL: ........................................................... 6,852.94 SO. FT.
LINEAR FT. OF WALL: ........................................................... 562 FT.
PROJECT DESCRIPTION:
BLUE RIDGE ELECTRIC IS DEVELOPING THE SITE FOR A NEW
ELECTRIC SUBSTATION TO BE CONSTRUCTED TO
ACCOMMODATE THE GROWING NEEDS OF THE LOCAL AREA.
SCOPE OF WORK
INSTALL ALL EROSION CONTROL MEASURES (SILT FENCE,
CONSTRUCTION ENTRANCE, ETC.) PRIOR TO START OF
CONSTRUCTION.
CLEAR AND GRUB APPROXIMATELY 16.45 ACRES.
GRADE AND GRAVEL ACCESS DRIVE FROM HWY 421
CONSTRUCT RETAINING WALL AND BRING SUBSTATION PAD TO
GRADE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC
CONTROL MEASURES FOR THE DURATION OF THE PROJECT,
SHOULD THEY BE REQUIRED. SIGNAGE OR OTHER CONTROL
MEASURES SHALL BE IN ACCORDANCE WITH NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION REQUIREMENTS.
PARCEL DATA:
OWNER:
BLUE RIDGE ELECTRIC MEMBERSHIP CORP.
1216 BLOWING ROCK BLVD. NE PO BOX 112
LENOIR, NC 28645
PHONE: [phone]
PHYSICAL ADDRESS:
N/A
PARCEL ID NUMBER:
2921801266000
TOTAL AREA:
136.50 ACRES
SITE DATA:
TOTAL SITE AREA: 36.50 ACRES
TOTAL DISTURBED AREA: 16.45 ACRES
EXISTING IMPERVIOUS AREA: 00.00 ACRES
PROPOSED IMPERVIOUS AREA: 4.05 ACRES
RIVER BASIN: WATAUGA
STREAM NAME: BROWN BRANCH
HYDROLOGIC SOIL INFORMATION
MAP UNIT SYMBOL
MAP UNIT NAME
RATING
EVE
EVARD—COWEE COMPLEX, 30 TO 50 PERCENT
SLOPES, STONY
B
EVD
EVARD—COWEE COMPLEX, 15 TO 30 PERCENT
SLOPES, STONY
B
SnC
SAUNOOK LOAM, 8 TO 15 PERCENT SLOPES
B
CdE
CHANDLER FINE SANDY LOAM, 30 TO 50
PERCENT SLOPES
A
SnD
SAUNOOK LOAM, 15 TO 30 PERCENT SLOPES
B
POJECT DRAWING
LIST
DWG. NO.
REV.
DRAWING TITLE
16939—GR-01
A
COVER SHEET
16939—GR-02
A
EXISTING CONDITIONS
16939—GR-03
A
SITE PLAN
16939—GR-04
A
GRADING PLAN
16939—GR-05
A
EROSION CONTROL PLAN (FORTHCOMING)
16939—GR-06
A
RETAINING WALL PLAN AND PROFILES
16939—GR-07
A
ACCESS ROAD PLAN AND PROFILE — 1
16939—GR-08
A
ACCESS ROAD PLAN AND PROFILE — 2
16939—GR-09
A
DETAILS 1
16939—GR-10
A
DETAILS 2
16939—GR-11
A
DETAILS 3
16939—GR-12
A
GENERAL NOTES AND SPECIFICATIONS
16939—GR-13
A
STORM WATER DRAIN PLAN AND PROFILES
(FORTHCOMING)
16939—GR-14
A
LANDSCAPE PLAN
SURVEY:
PREPARED BY: APPALACHIAN PROFESSIONAL LAND SURVEYORS &
CONSULTANTS, PA (SEAL NUMBER C-2398)
PHONE [phone]
ADDRESS: 1480 U.S. HIGHWAY 421 SOUTH, BOONE,
NORTH CAROLINA 28607
DATED: SEPTEMBER 16, 2015
GENERAL NOTE: 1. SIGNED DRAWING CONTAINS 2—FT CONTOURS
2. THIS SURVEY IS OF EXISTING PARCELS
PREPARED FOR: /'SLUE
R/iVr GE
etectrlc
membercoki.p
carp.
PREPARED BY:
1JC SYNE�6ETIC
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North While Street, Fort Mill, SC 29715
BLUE RIDGE ELECTRIC MEMBERSHIP 9
CORPORATION
RUTHERWOOD SUBSTATION
COVER SHEET A� A 1 OF 14
06-30-2017 acaon MANn °""""nu�nER
s NONE NVB CJH 16939 -GR

Line Bearin Distance
L1 S21"56'10"E 284.99'
L2 S29^27'20'E 150.08'
L3 S45^04'45E 277.23'
L4 S83^06'55E 297.90'
L5 S03^2445 -W 19.24'
L6 S03^02'45"W 314.84'
L7 S02 -42'30'W 169.30'
L8 N74"57'05"W 204.94'
L9 N74"57'55'W 308.95'
L10 S02 -02'20'W 157.70'
LII NW54'25"1#246.52-
L12 N66^40'15'W 131.20'
0 `RR�W Mm—t
N - 910.92215
E = 1.2n.497.z5
HS
EmfF9 3/e' Raba11 B'
Portion Lot J ,F (73 NC DOT
59.06' BoR 484 Page 437
ExreMy 1/1• c— See Note t�
o oar F/N —.t
Lot 3
N
Bonnie Cashion -
Plat Book 9 Page 15 Tract 2
Bingham Estate
nm 36.501 Acres
Emfb9 Nal'
Portion Lots 1,2 & 5 v -
z m
573^55'JOi 37.If'
Ema,9 J/4• caaan� - � ,� Q
Eil.tn9
3/4• C .N
4 x
q T y
s
EA.9 112" CaaeWt et F.- o—
,des � na
IxatN99
229'3F— Ta' 4+Map. wp0� HZJ
o
Helen Carroll Life Estate �v
Plat Book 17 Pg 181
waae"' pP - ib
Emery J//4' caa+
E W, 3/4- Candait
L13 N/a 00 JVW Z40- 10
L 1 4 179^2625"W 411.02'
L15 N71"08'20'W 184.74'
L16 N64^47'05"W 237.41'
L17 N64^06'15"W 204.44'
L18 N29^35'40"E 235.31'
L19 N29^03'50"E 204.71'
L20 N12^33'20"E 264.23'
L21 N07^3725"W 84.59'
L22 N73^03"10'E 109.34'
L23 S71^16'50"E 443.74'
14188^29'10'E 592.38'
L25 N89^41'30"E 43.26'
U.S Hwy 421 — N
U.S Hwy —421— S
°E%N 50ITTe'
`
81.5l.Ns\,3 Beginning
eginning
Z'2549 r
N - 910,900.91
E - I,TS&35295
�ylb
DOi R/W Mmu+ranl�_
PRELIMINARY
Emti19 5/9• R—
Carroll and Carroll
Boundary Line Agreement
-. BoR 1795 Page 478
tna s .
Eft rte.
Robert Stack
BoR 371 Page 544
E.i , 5/e'
TO WILKESBORO --�
Carroll and Carroll /
a NC Partnership /
of Records 500 at page 51
4
Emth9 NW
E.., 518'R—
"I
/9•R.3or
.,a h
Fmtnq 5/9• R.Ea p,
O �
(8 ja
Cll1SILs<2�Mrtcri Emth9 5/9• Rebar ._
o O
E°b"ntnq • ster Roe a oo pa e 4 i -+ m°
a
I I
Job No. 15128 I
0 100 200
Feet
PREPARED FOR: /SLUE
RvVGE
electric M t
meo"berokip
carp. }
PREPARED BY:
SYNEARGWETM
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fart Mill, SC 29715
CUSTOMM
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION
wesrNnox ru9�E �
RUTHERWOOD SUBSTATION
EXISTING CONDITIONS — A " 2 OF 14
06-30-2017 cMECNm oFNNN D—NG NUMBER
9GtE: r' =100' NVB CjH 16939—G R a
Watauga County
Emt"9 J/4' ca+a+t
BoR 150 Page 149
L13
IRobert Stack Fiietmg 3/4• ca,a
BoR 371 Page 544
SURVEY:
PREPARED BY:
APPALACHIAN PROFESSIONAL LAND SURVEYORS &
CONSULTANTS, PA (SEAL NUMBER C-2398)
PHONE [phone]
ADDRESS: 1480 U.S. HIGHWAY 421 SOUTH, BOONE,
NORTH CAROLINA 28607
DATED:
SEPTEMBER 16, 2015
GENERAL NOTE:
1. SIGNED DRAWING CONTAINS 2 -FT CONTOURS
2. THIS SURVEY IS OF EXISTING PARCELS
PRELIMINARY
Emti19 5/9• R—
Carroll and Carroll
Boundary Line Agreement
-. BoR 1795 Page 478
tna s .
Eft rte.
Robert Stack
BoR 371 Page 544
E.i , 5/e'
TO WILKESBORO --�
Carroll and Carroll /
a NC Partnership /
of Records 500 at page 51
4
Emth9 NW
E.., 518'R—
"I
/9•R.3or
.,a h
Fmtnq 5/9• R.Ea p,
O �
(8 ja
Cll1SILs<2�Mrtcri Emth9 5/9• Rebar ._
o O
E°b"ntnq • ster Roe a oo pa e 4 i -+ m°
a
I I
Job No. 15128 I
0 100 200
Feet
PREPARED FOR: /SLUE
RvVGE
electric M t
meo"berokip
carp. }
PREPARED BY:
SYNEARGWETM
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fart Mill, SC 29715
CUSTOMM
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION
wesrNnox ru9�E �
RUTHERWOOD SUBSTATION
EXISTING CONDITIONS — A " 2 OF 14
06-30-2017 cMECNm oFNNN D—NG NUMBER
9GtE: r' =100' NVB CjH 16939—G R a

U=-
U. S HWY 421 _
S /
T TO
/ E:120031.47\
4:910532J5
ell
/ � Il'is�sll•m•u.31-s Ilw a s a a a `'0.51 �,, 1 1
/NIL- 03'22.3tW
J —it
N:9 'M
E: 12183]9.31
// _N910296.99
--E:12278Be.62
gig
TING I
"nee C- ro�
i
r � t
WILK�
PRELIMINARY
0 100 200
F-
LEGEND
COORDINATE REFERENCE: NAM3 NORTH CAROLINA
STATE PLANES, US FOOT
PROPERTY LINE — - - —
PROPOSED STAnON FENCE —■ —■
GATE - 20 FT.
FROFOSED TRANSMISSION �'Qa
,—RE
PROPOSED TRANSMISSION LINE — - — - —
PROPOSED TRANSMISSION R/W - — — — — — -
COMING MA OR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAX3R CONTOUR
PROPOSED MINOR CONTOUR
VEHICLE ACCESS - CENTERLINE — - — - —
VEHICLE ACCESS - EDGE OF
TRAVELWAY —
VEHICLE ACCESS - SHOULDER - -- - - -
STREAM
UPLAND
WETLANDS
Line Bearing Distance
L1 S21"56'10°E 284.99'
L2 S29"27'20'E 150.08'
L3 S45"04'45"E 277.23'
L4 S83"06'55"E 297.90'
L5 S03"24'45"W 19.24'
L6 S03^02'45"W 314.84'
L7 S02"42'30"W 169.30'
L8 N74"57'05"W 204.94'
L9 N74"5755°W 308.95'
L10 502"02'20°W 157.70'
L11 N66"54'25"W 246.52"
L12 N66"40'15°W 131.20'
L1 z4
. 6
L74 N79"2625°W 411.02'
L15 N71^08'20'W 184.74'
L16 N64"47'05°W 237.41'
L17 N64^06'15•W 204.44'
L18 N29"35'40°E 235.31'
L19 N29"03'50'E 204.71'
L20 N12"33'20"E 264.23'
L21 N07"37'25•W 84.59'
L22 N73"03'10°E 109.34'
L23 S71"16'50'E 443.74'
L24 N88"29Y0X 59.2
N8
L25 9"41'30E 43.26'
PREPARED FOR: /'SLUE
RiVr GE
ecectri.c N
meonberohip
corp.
PREPARED BY:
UC SYIVE�6ETK
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION
I RUTHERWOOD SUBSTATION I
SITE PLAN A 4 3 OF 14
W" 06-30-2017
�c�°R " NUNBER
SG9E
1"=100' NVB cJH 16939-G R

0 60 120 LIMITS OF DIS,U�
Feel
PAD Co STRUrn TO E—D 30'OUTSDD of —ON
FIVSOUTH
wUDSTAI ON ETOFXIEND 5 5106)
oursloE of s ry rvE (rYP. au smEs)
COORDINATE REFERENCE: NAD83 NORTH CAROLINA -
STATE PLANES, US FOOT
PROPERTY LINE — - -
PROPOSED STATION FENCE — ■ —X
WTE 20 FT
OUSTING MAJOR CONTOUR
EXISTING MINOR CONTOUR ---
PROPOSED SPOT ELEVATION $ +
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
VEHICLE ACCESS - CENTERLINE — - - —
VEHICLE ACCESS - EDGE OF
TRAVELWAY
VEHICLE ACCESS - SHOULDER ----
STREAM
UPLAND
WErAND5
--------------------
E%f5T10. 30 NON DRt —D STRFM19iIREA
(DISTIL EANCE INSIDE OF EUFiER PROHISRED
V•'DHOUT MDIGATION)
ADDmONA-W VEGETATNE STREAM BUFFER
(DISTOR6WCE ALLOWED DURING CO—UrnON -
REQUIRED TO RE -VEGETATE u— CONSTRUCRON COMRETION)
L
»m
-,
GENERAL NGTEB:
I A I
1. ALLELEVATIONS SHOWN ARE AT THETOP OF Y \
SUBGRADE MATEMATERIAL.r y SU�"TATIONPADTORESUREAO=D—
/ 6'
/ 1 OF S-0 WASHED ONST UPON COMPLETION
Fwasran¢oN mrvsraurnoN.
1 � "
1
,Tn _
PRELIMINARY
V-
i1�
N
0
U-S Hwy 421
- N
U 421 - S
L
�`
(I \ I AD CONSTRUCTION To EATCND IT O—DE OF SUBGTaTION
L FENCE LINE (IVP. C -[WEST SIDES)
r
PREPARED FOR: 13LUE
I?vVGE
eiectr%c M
memberokip
carp.
PREPARED BY:
°
SYNEZ6ETIC
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
cusr0uER
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION
SUBSTATION NAYS
RUTHERWOOD SUBSTATION
R E GRADING PLAN REr A sNEE 4 OF 14
d`TE 06-30-201 I
CHECKED
NVB
DMNN
CAH
DRA . NUMBER
16939 -GR
ill = 60'
Styr,

r---------------------------------------------
I
'_ .- ' - . '- ' '- ' '_ '
----------r --- ------------------------------------- j
I i t I i I
l j f I l
3320
3310
3300
3290
32800-'00
1
1
\ 1
L99
A36\\, `�\
,1.64
°s'
0 JO 60
Feel 1
PROPOSED RETAINING WALL
V N 0 < 7
O
N
=N 00(=7O 00 UO C=7O
PRELIMINARY
1+00
1+50
Station
Northing
Easting
0+00.00
910,600.8167'
1,227,963.1538'
0+25.00
910,605.9747'
1,227,987.6096'
0+50.00
910,612.9975'
1,228,011.5965'
0+75.00
910,621.8334'
1,228,034.9768'
1+00.00
910,632.3375'
1,228,057.6564'
1+25.00
910,644.5232'
1,228,079.4787'
1+50.00
910,658.3209'
1,228,100.3192'
1+75.00
910,673.2168'
1,228,120.3931'
2+00
2+50 3-'00
Station
Northing
Easting
2+00.00
910,686.0313'
1,228,141.8389'
2+25.00
910,695.9794'
1,228,164.7555'
2+50.00
910,702.8957'
1,228,188.7617'
2+75.00
910,706.6651'
1,228,213.4583'
3+00.00
910,707.2250'
1,228,238.4347'
3+25.00
910,704.5661'
1,228,263.2755'
3+50.00
910,698.7325'
1,228,287.5675'
3+75.00
910,689.8214'
1,228,310.9068'
4+00
Station
Northing
Easting
4+00.00
910,677.9809'
1,228,332.9054'
4+25.00
910,663.4078'
1,228,353.1972'
4+50.00
910,646.3446'
1,228,371.4449'
4+75.00
910,627.0705'
1,228,387.3390'
5+00.00
910,605.7224'
1,228,400.3028'
5+25.00
910,582.6593'
1,228,409.8889'
5+50.00
910,558.4249'
1,228,415.9474'
5+61.64
910,547.0160'
1,228,418.2541'
3320
3310
3300
3290
450 5+00 5+50 5+613280
PREPARED FOR: 13LUE
R rVGE
electric Co.
memberilhip
Corp.
PREPARED BY:
UC S NNFR6 TE
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
amwFn
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION
su85TAMN1 NNIS
RUTHERWOOD SUBSTATION
11LE RETAINING WALL PLAN 'I—
A sH"` 6 OF 14
PROFILE
o„E 06-30-2017 ` `� °e"rR —'o eu�am
s SEE PLAN NVB CJH I 16939 -GR

,
/ PROPOSED ACCESS DRIVE - 1
9
Pr: 2+
' NORTH: 9107"
/ EAST: 1z 7
nj NORTH: +
EAST: 1
i
%0 w i
n
9 k
BP: 0+00.00
NORTH: 910988.04 O 0¢--
EAST: 1227406.30 /
4p
e
R.6
-----------------------
a0 O
-1---- i EP:10+59.25 ----�
EP: 8+62.09 NORTH: 910301.71
FAST: 1227885.75
-.
NORTH: 910517.63 I /--------- -�
EAST: 1227843.56 �
i
k
t
PT: 67.41 �.
NORTH; 930 .10
d EPSP: 122779 60
Pr:4+43.35
NORTH: 930640.70
FAST: 1227633.22 \ ;
Pi: 6+65'.98
� NORTH: 910479.96 � \
EAST: 1227650.89 ^
PROPOSED ACCESS DRIVE - 1
3340
3330
3320
3310
t
�
3.08%
-2.31%
3300
+q
n
n
N
ro
n
m
C2
a^
vc�
m
n
3290
On}
M
d
NONoMAN
M
N
M
M
M
3280
PVI STA: 1+50.00
PVI STA: 4+29.29
PVI ELEV: 3304.62
r;
u
v
v
PVI ELEV: 3298.16
v
C)
m
m K:
27.13
w
w
m
ol
K: 24.29
w
LVC:
w
3220
146.35
LVC: 110.44
_
HIGH PT. STA: 1+60.39
LOW PT. STA: 4+30.27
HIGH PT ELEV: 3303.65
LOW PT ELEV: 3298.79
3260
32500+'00
0+'50 1+'00
1+50 2+00
2+'50 3+00
3+50
4+00 4+'50
5+00 5+'50
0 w e0
F-
PRELIMINARY
9
ED ACCESS DRIVE - 2
6±00 6+50 7+00 7+'50 8+00
3340
3330
3320
3310
PVI STA: 7+57.12 3300
PVI ELEV: 3305.48
K: 64.48
LVC: 111.33 3290
SVCS: 7+01.46
---_BVCE: 3304.23 3ze0
EVCS: 8+12.78
EVCE: 3305.76
LOW PT. STA: ???
LOW PT ELEV: ??? 3270
HIGH PT. STA: 8+12.78
HIGH PT ELEV: 3305.76
3260
8+'50 9+00
9+'50 10+00250
PREPARED FOR: 13LUE
1Mrs *10GE
electric t
me#tbercskip I
Corp.
PREPARED BY:
uc�YNWI� T=
UC SYNERGETIC, LLC - North Carolina COA No. F-1217 F
123 North White Street, Fort Mill, SC 29715
]ISIOYEA
BLUE RIDGE ELECTRIC MEMBERSHIP 3
CORPORATION
SUSUA- -E (
RUTHERWOOD SUBSTATION 1
rnI ACCESS ROAD PLAN & eE" A� 7 OF 14
PROFILE 1
H E 06-30-2017 a oa® °"""" °""" "` 'u'-
suE SEE PLAN NVB CIH 16939 -GR
t
�
+q
,
3340
3330
3320
3310
PVI STA: 7+57.12 3300
PVI ELEV: 3305.48
K: 64.48
LVC: 111.33 3290
SVCS: 7+01.46
---_BVCE: 3304.23 3ze0
EVCS: 8+12.78
EVCE: 3305.76
LOW PT. STA: ???
LOW PT ELEV: ??? 3270
HIGH PT. STA: 8+12.78
HIGH PT ELEV: 3305.76
3260
8+'50 9+00
9+'50 10+00250
PREPARED FOR: 13LUE
1Mrs *10GE
electric t
me#tbercskip I
Corp.
PREPARED BY:
uc�YNWI� T=
UC SYNERGETIC, LLC - North Carolina COA No. F-1217 F
123 North White Street, Fort Mill, SC 29715
]ISIOYEA
BLUE RIDGE ELECTRIC MEMBERSHIP 3
CORPORATION
SUSUA- -E (
RUTHERWOOD SUBSTATION 1
rnI ACCESS ROAD PLAN & eE" A� 7 OF 14
PROFILE 1
H E 06-30-2017 a oa® °"""" °""" "` 'u'-
suE SEE PLAN NVB CIH 16939 -GR

t� NORTH: 910301.71 r
E 'OLy.09 I I EAST: 1227885.75 i
/J NOR • 910517.63 � — — —�
EAST: X2,27 3.56
PT.67.4I ` l
\l
/ PROPOSED ACCESS DRIVE - 1 \ 11 � I I:� NORTH; 91 .IO
/
NORTH:
5
_ r
.ORTTH:H:910640.70
EAST: 1227633.22 (`�
�� •'./ s ; i 4+ PT: 6+6578 1
NORTH: 91G479.% "^
00��c�7U \ ,\ \� "EAST: 1227650.89
EAST: 12Pp
NORTH: AIp j
FAST: 1 .. �� '=—�„ .� � S� /• �'`d
I
-10
r� Y
i
BP: 0+00.00
NORTH: 910988.04 0 0 "p — _171 , j/✓ %\ - PROPOSED ACCESS DRIVE - 2 i
EAST: 1227406.30 eo eo
Feer
3350
PVI STA: 5+48.34
3350
PVI ELEV: 3304.50.
PVI STA: 9+01.86
K: 17.60
9.10
PVI STA
PVL ELEV: 3307,39 - -
VQ 21.4
PVI ELE\
3340
K: 6113.61
-
K: ;
LVC: 123.63
- - - -
No
vmi
.4
LVC:
m m
n
+
e o
o n
a
o
a
o—
3330
in.
r j
r.Mj
O
O /
- U
U
+-0
+ M
ro M
3330
C)
U
\
mm
WW
VW
3320
U
03 tD
W
]
M
�.
>
W
3310
-
m.
�
-
W
-.
1,96T,
WW
0.747
i
3300
GRADE BREAK STA = 5+25.86
i
/
ELEV = 3304.064
— �-
3290
3280
6+00
6+50
7+00
PRELIMINARY
PROPOSED ACCESS DRIVE - 2
Feet
PREPARED FOR: 13LUE
RIDGE
ecectric M
memberokip
carp.
PREPARED BY:
uc SYNWZ�T=® 9
UC SYNERGETIC, LLC - North Carolina COA No. F-1217 �y
123 North White Street, Fort Mill, SC 29715
mSnIYFR
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION 9
$U95fA— —E y
RUTHERWOOD SUBSTATION G
ACCESS ROAD PLAN & A sEr 8 OF 14
PROFILE 2
06-30-2017ccuEo �77
gtAMiNC""utm+SEE PLAN NVB JH 16939 -GR
3350
PVI STA: 9+01.86
9.10
PVL ELEV: 3307,39 - -
-
5.69
K: 6113.61
-
LVC: 123.63
- - - -
3340
S
.4
m m
na
M
rn
oro
a
o—
wig'
/
O /
r7
\
+-0
..
M /
3330
\
U
N
W
]
M
>
W
;

PRELIMINARY
ABG ST°NE PAVED
-�------- ' - `"---
TIE STINJE INTO EMBEDMENT
AROUND CULVERT
A
SURFACE STABILIZATION MEASURES
Seeding will be completed immediately following site reclamation and prior to project
completion. Temporary or intermediate seeding, mulching, matting, or other surface
STEEL POST EXTRA STRENGTH FILTER FABRIC!
t.
NK
INK
stabilization measures will be placed on disturbed areas following Initial soil disturbance.
Prior to seeding, all surfaces shall be scarified to a depth of four to six inches to
(1.33 LB/LIN FT NEEDED WITHOUT PARE MESH FABRIC;
STEEL- TFT MIN FABRIC HEIGHT, t8' TO 24'
LENGTH :RUNO�
) 24' MAX'
_COMPACTED
BACKFlLL
i
NO-E
� 0 DE USED WITH A MAXIMUM
enhance seed gerrnnotian and help impede stormwater runoff. Seeding mixtures will be
tailor to site-s ecifc conditions, steepness of slopes, climate, location, and elevation.
p p P
Typical seeding guidelines are as follows:
STEEL POST
/ RCP
WASHED STONE J CULVERT
BEDDING SECTION VIEW
O1'E DIAME-ER OF 36''.
1� (
WATER ,WATER
FLOW FLOW
"
February through m, Apr'I
Ky-31 Tall Fescue 120 Ib/acre
Sericea lespedezo (scarified) 30 Ib/acre
m
Kobe lespedezo 10 Ib/acre
W T_
24' MIN.
SWALE
FLARED END SECTION (FES)
FACE UPSTREAM SIDE :
WITH NCDOT /57 �', WATE 2:1 SIDE SLOP CLASS B RIP RAP
WASHED STONE
M'd Aprl through July
S rice Tall Fescue 20 bb/acre
(scarified)-ELDW
— i
UNLESS NOTED ON PLAN
FLOW
�—
--.�`
Keobe lespedezo 10 Ib/acre
August through January
WITH COMPACTED 8'
DOWN-4' FORWARD
/ •II
I
/
� / /
Ky-31 Tall fescue 120 Ib/acr
6 FT. MAX. SPACING
'ABC" STONE 1 !'� i,
—� \ �%
Sericea lespedezo (unscar'Red) 50 Ib/ocre
STANDARD DETAIL
—_
PAVE —
A \ \
Kobe lespedezo 10 Ib/acre
TRENCH WITH NATIVE BACKFlLL
I
NATURAL GROUND
RYE GRASS shall NOT be used. Special exceptions may be allowed ONLY with the approval
RIPRAP HEADWALL
of the Engineer and shall be considered "temporary seeding only. Prior to completion of
I
SECTION B-B
project oras seeded with rye grass shall be reseeded for permanent stabilization per
NOTES:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
1
hI
sc
SEDIMENT WHEN DEPOSITS REACH 305 OF FENCE HEIGHT.
2. SEDIMENT SHALL DEPOSITED TO AN AREA THAT WILL NOT
- p _
Mw TO TOP 3' NiiN
F'.LL
�
Nurse crops shall be added di aid the establishment of permanent vegetation. General
guidelines for nurse crop seeding rates are as follows.
CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
CONTRIBUTE SI
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING
f 1
CLASS 1/ ,. I I
Cr OVER PIPE FACE UPSTREAM SIDE WITH 12•
CULVERT B LAYER NCOOT #57 WASHED STONE
May through led Augustl
EFFICIENCY.
4. SILT FENCE DRAINAGE AREA OF 1/4 ACRE OR LESS PER 100 LF.
5. YARE MESH REINFORCEMENT SHALL CONSIST OF 14 GAUGE WIRE X 6' SPACING.
RIP RAP
��
FLARED END SECTION (FES) �,�
` �I"GFT v� a 2.�
V' N '` S -t *i
German Millet 10 Ib/acre
6. SYNTHETIC FILTER FABRIC MIN. REQUIREMENTS:
UNLESS NOTED ON PLAN , CULVERT ENERGY
L/ std' j -
NATURAL GROUND
Mid-Au ust throw h April
°
A. TENSILE STRENGTH - 90 LBS;
--------- DISSIPATOR PAD
�,�
... "` ' �-
R Grain 120 Ib acre
/
PERMTITY
E APPARENTVI0.05 SEC-1;
ITOPENING
C. NING SIZE - 30 US STD. SIEVE; AND,
PLAN VIEW
11' MIN. I.5
B
In the absence of soi tests, fertilizer and lime will generally be
D. ULTRAVIOLET STABILITY - 705
applied at the following rates:
SECTION VIEW A-A SECIMEN-
STORAGE
10-10-10 fertilizer 500 Ib acre
ground agricultural limestone 2000 Ib/acre
EO
Liquid lime or alternative fertilizers may be substituted in various situations. Mulch or
SILT FENCE DETAIL
04
CULVERT INSTALLATION
ROCK PIPE INLET PROTECTION
—t pg ,hall applied to all seeded areas to aid in the establishment of vegetation and
help impede Vegetative typically be
01
06
erosion
ro mulch, wheat or oat straw, shall applied at th
rate of 3,000 tolbs/acre.
1 /4" WIRE MESH STEEL POSTS
NOTE: SEEDING FOR GROUNDCOVER ON EXPOSED SLOPES SHALL BE PERFORMED WITHIN 15
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
STEEL POST
4
NOTES:
(1.33 LB/LIN FT STEEL-
4FT MIN LENGTH)
EXTRA STRENGTH FILTER FABRIC
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6'.
NEEDED WITHOUT WIRE MESH FABRIC
SILT FENCE
3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP
THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE
TO THE
NOTE:
1. THE FABRIC SHALL CONTAIN ULTRAVIOLET
PROHIBITORS
NCDOT CLASS A RIP RAP I — —�'--- — —
l'-6 HIGH /I
THE MAXIMUM TAILWATER DEPTH OR TOP OF
THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
2 PREVENBRIC�INTRSOM CONTINUOUS ROLL T°
a
EC
SEEDING SPECIFICATIONS
4•
STEEL POST
INSTALLED BETWEEN THE RIPRAP AND SOIL
3. GATHER EXCESS MESH AT CORNERS
00
(1.33 LB/UN FT STEEL-
FOUNDATION.
FASTEN FABRIC SECURELY TO THE STEEL
4 POSTS
4FT MIN LENGTH)
PIPE OUTLET TO FLAT AREA-
• _
W I -6' M
NO WELL DEFINED CHANNEL. La�
9' MAX
(RECOMMENDED) PONDING HEIGHT
F- 0 STORAGE HEIGHT STEEL POST
36 in. ABOVE GRADE
A A —
W1=3do do--------� WZ (d + L) d j
STEEL POSTS
(MAX.)
RUNOFF
t
SECTION AA
$57 WASHED STONE
2 WIRE MESH HARDWARE CLOTH
WI GA. MIN, h SHALL HAVE
Q
�pP RPO`
i
1/4' MESH OPENINGS
OF
///
1g• 57 WASHED
6' MAX. SPACING J STONE
� 1 - '• -
FILTER BLANKET
PIPE OUTLET TO WELL DEFINED CHANNEL _
#57 WASHED STONE
eV _ R
QN%�
I
HEIGHT-.BOTTOM OF WARE MESH
H2• EXTENDS 1' UNDER STONE
L.
DESIGN DRAINAGE AREA WEIR LENGTH (L)
L./.
B — B
1}
TYPE (APPROX.)
1/4 1/2 ACRE 4.0 FT
Lr,
(/\�4 .% •,.. _ _._J L_✓ 1 _—_
STEEL POST
' 1• DRIVEN 18'
INTO GROUND
O
ROCK SECTION DETAIL
TRENCH WITH GRAVEL
- SECTION B-B a
_./�
DROP INLET WITH GRATE 2'
NOTE:
PLAN NOTE:
RIP-RAP FOR CULVERT PADS
u
ToBE NCDOT CLASS 1
ItNGTHOF APRN
ON11lLL1RG T. PROTKT CV R7
nil
2"(MIN) BITUMINOUS
/ SURFACE COURSE, TYPE 1-2
Sao ° TYPE APAC ABC /CRUSHERERUNURSE
EC
02
SILT FENCE W/ ROCK OUTLET
EC
CATCH BASIN INLET PROTECTION
�,,I u,
L Y�II,
07
COCOCo955 DENSITY-ASTM-D696
a FIELDSTEST ASTMAD1556SHTO T 180)
_ 18" NOTES:
9 A IT BEYOND THE ABUTMENTS A MINIMUM OF 18"
F1 1. KEY STONE INTO THE DITCH BANKS AND EXTEND
_ - TO PREVENT OVER FLOW AROUND DAM.
w 7U•>M�I
ctnvmrx Will 1,rrrl
+.s
42"
6
30" 6"
COMPACTED SUBGRADE
—955 DENSITY
2. DRAINAGE AREA IS UMITED TO 1/2 ACRE.
-
-
FIELD TEST ASTM-D7556
3. MAX HEIGHT AT CENTER OF DAM- 24'
as 1°5
4" 6"
CLASS 'B' 4. CENTER OF DAM 9' BELOW NATURAL GROUND AT
�,�F
u>
RIP-RAP R OUTER EDGES. OUTER EDGES TO BE PLACED OVER
THE CHANNEL BANKS TO KEEP WATER FROM25
FABRIC CUTTING AROUND THE DAM.
41
2 4
EC
SECTION VIEW LOOKING UPSTREAM 5. SPACE CHECK DAMS IN A CHANNEL 50 THAT THE
CREST OF DOWNSTREAM DAM IS AT ELEVATION OF
THE TOE OF UPSTREAM DAM.
- • _
3O" 42°
ASPHALT PAVING
12" OF #L57
WASHED STONE
e.. ..,. „
RR
A,
4 .
10
PREPARED FOR:
BLUE
Ri�GE
----
FILTER CLOTH
, „
H
6.. Top Slab
_ _
N ,Ill
56"
3 T
•
�� rM
4 TO 6 FEET
Notes�
SECTION A - A CENTER OF DAM
10HHHH
rE:]E]
❑ ❑1. Reinforcement Steel
PREPARED BY:
UC SYNER�TK
'L' = THE DISTANCE SUCH THAT POINTS A h 8 ARE OF EQUAL ELEVATIONS'L'
❑ ❑
Conforms To Latest ASTM
❑ ❑ Specs ASTM A18 5 & ASTM
6 ' {
'
A615 Grade 60
UC SYNERGETIC, LLC - North Carolina CCA No. F-1217
POINT 'A' — — POINT 'B'.
------ ------
,' , ' , , , , ,'' , , , , .�;. .'. r
;.., ..
2. Concrete: fc = 4,000 psi
123 North White Street, Fort Mill, SC 29715
BLUE RIDGE ELECTRIC MEMBERSHIP
@ 28 Days Minimum
><�a
3. Design Loading:SPACING
CORPORATION
BETWEEN CHECK DAMS
I I S' 1D• tS 21r 25
7 184f S!
Cost Iron Frame & Grate AASHTO—HS20-44
_ WWI:
�ARUTHERWOODSUBSTATION
(ft)
Trt� DETAILS 1 REv sR¢r
A 9 OF 14
EC
ROCK CHECK DAM
RIP—RAP CULVERT PAD
EC
CATCH BASIN
Mh
06-30-2017
CHECKED
aeA'MH
OIUwINa NUMBER
03
05
08
NVB
CJH
16939-GR
1„ = 60'

DESIGN CRITERIA:
PRELIMINARY
1. AGGREGATE SIZE: 2-3• DIAMETER WASHED STONE
2. PAD THICKNESS: 6• MINIMUM
3. PAD WIDTH: 24' MINIMUM
12 }Dem
4. PAD LENGTH: 50 MINIMUM
"(IOom
5. PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
7
S
SEDIMENT FROM LEAVING THE SITE AND T° PROVIDE MAXIMUM UTIUTY BY ALL
CONSTRUCTION VEHICLES. AVgD STEEP GRADES AND ENTRANCES AT CURVES IN
6„ M••
PUBUC ROADS.
6. A FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RP AND SOIL
(15m) 4"(10em)
(Ixm)
4'
FOUNDATION.
7. THE THE FILTER FABRIC MAY BE MADE OF WOVEN OR NONWOVEN MONOFILAMENT YARNS,
12' MIN
AND SHOULD MEET THE FOLLOWING MINIMUM REOUIREMENTS:
© Q
A. THICKNESS 20 - 60 MILS
B. GRAB STRENGTH 90 - 120 LB: AND.
6"
(d/50) SIZE
C. CONFORM TO ASTM D-1682 OR ASTM 0-177.
(Ixm)
2"-5"
FILTER FABRIC
S11
1 >> (l'
$O•
4..�., T 1 I
04 kin) -
Number Material Size Shear Stress Permissible Shear Stress
fie°
\ IU
GEOTEXTILE 2-3• DIAMETER \
FABRICS WASHED STONE. 6•
DEEP ' 24' MIN.
PERSPECTIVE VIEW
Ixm
EC
EC
CONSTRUCTION ENTRANCE
NOES:
RIPRAP LINED SWALE
11
CRIA.
A. OVER APS AND SEAMS 'HORIZONTAL STAPLE SPACING
BED WATER UNE . PROJECTSHOULD BE ALTERED IF
C. CHANNELBOTTOM/SIDE NECESSARY TO ALLOW STAPLES
15
SLOPE VERTICES TO SECURE THE CRITICAL POINTS
A A ALONG THE CHANNEL SURFACE.
B
C B C **IN LOOSE SOIL CONDITIONS, THE
USE OF STAPLE OR STAKE
12" 30em
PRGP °IMN
LENGTHS GREATER THAN 6•(15CM)
MAY BE NECESSARY TO PROPERLY
AT
(rosTsto'-D•
SECURE THE RECPS.
y -
6"
)Y
TYPE 'ABC" CRUSHER RUN GRAVEL 95% MAXIMUM
COMPACTED DENSITY BY ASTM D-1557
woo Ps GONG
MIN B• (COMPACTED THICKNESS)
1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS),
INCLUDING ANY NECESSARY APPUCATON OF DME. FERTIUZER, AND SEED.
Z
_ �� 2
e
LEVEL SHOULDER
10•
2. BEGIN AT THE TOP OF THE CHANNEL ANCHORING THE RECPS IN A ID DEEP X
MAIN SURFACE COURSE
(TYp)
2X SEE NOTE 1
-
fi•(15CY) WIDE TRENCH WITH APPROXIMATELY 12•(}OCH) OF RECAPS EXTENDED BEYOND
IM EXTEND
THE UP-SLOPE PORTON OF THE TRENCH. USE SHOREMAX MAT AT THE
EE
EP qNl PLANS
OUTS AS SUPPLEMENTAL SCOUR PROTECTION AS NEEDED. ANCHOR
-• SUBSTATM Plop -
THE NTH
Bff RECPS THE A ROW OF STAPLES/STAKES CT THE lAFTER ) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMPACT TIE TRENCH AFTER STAPLING. APPLY
®
yyE UwTs BY OTNERS
SEED 0 THE COMPACTED SOIL AND FOLD SO REMAINING ECIP ICV PORTION T RECPS
BACK OVER THE SEED AND COMPACTED SOL SECURE RECPS OVER COMPACTED SOIL
NOSn-"C
- -
NTH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12• PART ACROSS THE
REINFOtCEMENi
—T 11
2 10 10 2
WIDTH OF THE RECPS.
3.ROLL CENTER RECPS IN DIRECTON OF WATER FLOW IN BOTTOM OF CHANNEL RECPS NULL
REINFORCED BA—U.
OF
UNROLL MTH APPROPRIATE SIDE AGAINST THE SPL SURFACE. ALL RECPS MUST BE
STC QAC .-A.
AIB
SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.w
�fRAO�E
4. PLACE CONSECUTIVE RECPS END -OVER -END (SHINGLE SME) WITH A 4•-6• OVERLAP.
ORNNAN AGGREGATE
USE A DOUBLE ROW OF STAPLES STAGGERED 4• APART AND 4. ON CENTER TO SECURE
RECPS.
to WASHED 12• THICK AN.
NOTES.
5.FU LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW
1. CROWN ROADS WITH MIN 2% CROWN
OF STAPLES/STAKES APPROXIMATELY 12•(25C)CM) APART IN A 6•(15CM) DEEP X 6•(15CM)
WIDE TRENCH. BACKFILL AND COMPACT TIE TRENCH AFTER STAPLING.
NCN-wOYEN FILTER
fi. ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 2•-5• (5-12.5CM) (DEPENDING
FABINC
ON RECPS TYPE) AND STAPLED.
4• qA NAPE
7.IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30
TO 40 FOOT (9 -12M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED
WTEf O FHD OF WALL
MAX.
OR aTo
4•E APART AND !•(HOCM) ON CENTER OVER ENTRE OF THE CHANNEL
DIN
DINE(1
GRANUUR OR LEAN SLOP w ORNN (t/I'/FTJ
AWIDTHNCHORED
B.4-TE
. THE TERMINAL END OF THE RECPS MUST RE ANCHORED ') D A ROW M)
APPROXIMATELY 12• (HOCM) APART IN A 6•(LING. DEEP % 6•(15CM)
SIDE
\�\[/ //�
✓
CONCRETE UMUNGTHICK PAD
!• THICK AN.
TR0STAKES
WIDE 1RENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
IIwERNwS FILL
®
HQ=L
EC
ACCESS DRIVE /STATION ROADS
E C
SWALE MATTING INSTALLATION DETAIL
1. RDNI O CEO EARTH WALL MaGHT AS SNOWN ON P—a. ALL SHALL BE NSIGN. FOR 2w Psf
9JR°IARN. CONTRACTOR TO PROVIDE MANUFACTURER SUBMITTAL DI—S FOR RENEW BY
EN°"�" `�° FOR AP�DYw PRH a ro WALL SYS— PRocUREMENT.
12
14
FDDTND SHALL IN6TN FD DBNG BONDT BE FGRY DR 01HER APPRON D AE NO ri 0 °ALL
IE °IT TG ACGONMGGATE FOR NORX DURING CONSTRUGTI N. AUOIBMG N NOS Al—t
IKOF THE NOOeO MLL NOT BE PERMITTED.
°IwaRT PENN Posy
TYPICAL MSE RETAINING WALL SECTION
MN. 4•xa• TRGTm wMeER
i'AA.,Ru,m wyeER
" 7.5c )
E C
:� ro6T
M REA D
r- TMB R
�; :-��--- '
RETAINING WALL
,NOTE: © ,,
1
IN LOOSE SOIL CONDITIONS,
(wsTAu TOP °c Dowl,
.q� TTaM axE UP)
THE USE OF STAPLE OR
STAKE LENGTHS GREATER
THAN 6•(15CM) MAY BE
NECESSARY TO PROPERLY
Iva T(»
.X. NEA m 6TAMNm WU .• . iO TRgAR S FII FApM GA EB
SECURE THE RECAP'S.
PREPARED FOR:
r,/- RGA
/3L[/E
WN aT_EAR~) 4
R -#VGE
(MIN r EueEpIENT-EARm)
1. PREPARE SOIL BEFORE INSTAWNC ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING AVIV
NECESSARY APPLICATION OF LIME, FERTIUZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6•(15CM) DEEP % 6•(15CM) NIDE
eLectric
TRENCH WITH APPROXIMATELY 12• (3DCM) OF RECPS EXTENDED BEYOND THE UP-SLOPE PORTION
TM
4x. TREATm wM�
OF THE TRENCH. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12•@,�r�/N,p
(MN J EMBEDMENT IN mICRETE) To- GI
(HOCM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
2'
STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12•(30CM) PORTION OF
corp.
suPP°R
RECPS BACK OVER THE SEED AND COMPACTED SOIL SECURE RECPS OVER COMPACTED SOIL WITH A
PREPARED BY:
tJC glf�TK
ROW OFS. STAPLES/STAKES SPACED APPROXIMATELY 12•(30CM) APART ACROSS THE WIDTH OF THE
}.ROLL THE RECPS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. RECPS WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL
SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
PATTERN GUIDE.
123 North White Street, Fort Mill, SC 29715
4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2• - 5• (5-12.5CM)
OVERLAP DEPENDING ON THE RECPS TYPE.
CUSIDMER
BLUE RIDGE ELECTRIC MEMBERSHIP
GATE SHOULD BE INSTALLED
5.CONSECUTIVE RECPS SPUCED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE) WITH AN
•ENTIRE
AS DIRECTED SHOULD OPENS -IN-. POSSIBLE) rrRAPPm APouro
IRAN ANG NaTs
(cALVAwnn G0
APARATE TIMA TE ACROSS CROSS )RECPS NIDTHTPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12•(30CM)
CORPORATION
BAANOED.
,e-ln .
(.IN T EMBED,QIT M E-,-1/2 GONGER) n To BAN
.-PONT BARBS _ )
IIXH
SUBSTAINAME
RUTHERWOOD SUBSTATION
T DETAILS 2 Rel A 10 OF 14
13
ACCESS DRIVE GATE
16
SLOPE MATTING INSTALLATION DETAIL
DATE 06-30-201
CIIFGIRD
PRAWN
DRA'MNG NUUBER
I
NVB
CJH
16939 -GR
NTS

EXTEND #57 WASHED
STONE 5' BEYOND
FENCE LINE
EXTEND EDGE OF SUBSTATION PAD 30'
BEYOND FENCE LINE
EXISTING
GRADE
UNDERCUT EXISTING GRADE MIN. 12"
TO REMOVE TOPSOIL AND ORGANIC
MATERIAL
PROPOSED FENCE
6" — #57 WASHED STONE
SUBSTATION (OR ELECTRICAL EQUIVALENT TO BE INSTALLED UPON COMPLETION OF
17THE PROJECT)
CUT/FILL TO BRING SUBSTATION PAD TO GRADE ELEVATION.
(TOP 6" OF SUBSTATION PAD MUST BE GOOD QUALITY DGA MATERIAL OR
CRUSHED STONE AGGREGATE) FOR COMPACTION
PROVIDED FINISHED GRADE ELEVATIONS REPRESENT — TOP OF DGA/CRUSHED STONE
COMPACTED SUBGRADE
SEC STATION FENCE
A—A
PRELIMINARY
PREPARED FOR: 13LUE
RvVGE
eeectric N
memberoki p
corp.
PREPARED BY:
UC SYNERSFETIC
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
:usoMER
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION
WBSTATON NAPE
RUTHERWOOD SUBSTATION
1D -E DETAILS 3 ' A 'FED 11 OF 14
.TE 06-30-2017 CHECKED -C
RAWN DRAW NUMBER
s�E NTS
NVc3H 16939 -GR
STEEL POST
EARTH BERM
f�0
ARM ASSEMBLY
NOTE:
ACTUAL SKIMMER DIMENSIONS AND STORAGE REQUIREMENT DETAILS ARE FORTHCOMING
SKIMMER PIPE AND ORIFICE HAVE BEEN SIZED FOR THE ENTIRE DISTURBED DRAINAGE
C
AREA, BASED ON A 10 -YEAR STORM EVENT, AND PRIOR TO CATCH BASIN
C. ENCLOSURE
BOTTOM ANCHORED WITH STAPLE T
INSTALLATION.
S9 �iqs f
t
OF s(iON4 2
zS>FCO RFA�eFq
01 Noy
UNE WEIR VATH
PERSPECTIVE VIEW INLET
s
� s� by
RIP -RAP
v_r: DL rLEr Ge��FI�E
PVC FLOAT
SLR R 9Cf�F'p
gZONE,
R
TOP OF DAM
PVC ELBOW PVC VENT
SCHEDULE 40
PVC PIPE
f gRFq fq SEDIMENT BASIN
7IF�
PVC END CAP PIPE
ALUMINUM
SKIMME
DITCH AND BURY
-PE TIED TO A
STRAPS
JUTE NETTING BAFFLES
I FILTER FABRIC EDGE
FILTER FABRIC 19' WEIR LENGTH
-TAKE ON THE
BANE
WATER SURFACE
(MIN. 12' OF FABRIC)
PVC END CAP
NOTES:
i
M6;N gANCF
INSPECT TEMPORARY SEDIMENT BASIN AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF
FLE. L HCSE FLGAT
�r
1. DRIVE STEEL FENCE POST AT JUTE SUPPORTED NTH
SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE
OUTLET ENC. 1 -=HED "LE ari 'VC'
'
SCHEDULE 40
I
LEAST IB' INTO SOLID GROUND. TOP WIRE BETWEEN
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT
CONNEC TIGN
PVC PIPE T I
ORIFICE
STEEL POSTS
THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
TO OUTLET
SORREL
PLATE
2. WOOD POST ARE NOT
GRAVEL FACING
PIPE( 4 SCH 6 - t 1;2' SCHE'JI�LE JO P�iC FIFE
PVC TEE7
PVC TEE J
ACCEPTABLE. PERSPECTIVE VIEW
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. IMMEDIATELY FILL ANY SETTLEMENT
Gt INCLUCEDj
40 SOILD PVC ) (FIFE NI
F#ZHOSE
#57 WASHED
STONE
JUTE NETTING
OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE, ANY RIP RAP DISPLACED FROM THE
SPILLWAY MUST BE REPLACED IMMEDIATELY.
Nri TES: DRAWING NOT TO SCALE
CLAMPS
INLET EXTENSION
(OR SLAG)
PROTECT WEIR WITH FILTER 5'
FABRIC AND RIP -RAP L .
1.5
RETRIEVAL/SKIMMER
ROPE
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT BASIN AND
1. SKIMMER DEVICE SHALL BE DESIGNED PER SPEC =FCATIONS OF FAIRCLOTH SKIMMER. OP.
_
y+. e
I
DOWNSTREAM FROM THE BASIN IMMEDIATELY AFTER CONSTRUCTION Mhl SEEDING.
APPROVED =OUAL !REF. '5 WWW. FAIPCLOTHSKIMMER. COM)
2
N
FILTER FABRIC J.
a
POND BOTTOM f
-------- PVC ________
SKIMMER DIM.
+
PVC SCHEDULE
5'x3'.12"
90 COUPLING CONNECTION
6' STONE APRON
END VIEW FRONT VIEW
NOTES.
1. EARTH BERM SHALL BE STABILIZED w/ SEEDING ACCORDING TO COUNTY
SPECIFICATIONS.
EC
FAIRCLOTH SKIMMER
Eg
SEDIMENT BASIN WITH SKIMMER
18
EXTEND #57 WASHED
STONE 5' BEYOND
FENCE LINE
EXTEND EDGE OF SUBSTATION PAD 30'
BEYOND FENCE LINE
EXISTING
GRADE
UNDERCUT EXISTING GRADE MIN. 12"
TO REMOVE TOPSOIL AND ORGANIC
MATERIAL
PROPOSED FENCE
6" — #57 WASHED STONE
SUBSTATION (OR ELECTRICAL EQUIVALENT TO BE INSTALLED UPON COMPLETION OF
17THE PROJECT)
CUT/FILL TO BRING SUBSTATION PAD TO GRADE ELEVATION.
(TOP 6" OF SUBSTATION PAD MUST BE GOOD QUALITY DGA MATERIAL OR
CRUSHED STONE AGGREGATE) FOR COMPACTION
PROVIDED FINISHED GRADE ELEVATIONS REPRESENT — TOP OF DGA/CRUSHED STONE
COMPACTED SUBGRADE
SEC STATION FENCE
A—A
PRELIMINARY
PREPARED FOR: 13LUE
RvVGE
eeectric N
memberoki p
corp.
PREPARED BY:
UC SYNERSFETIC
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
:usoMER
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION
WBSTATON NAPE
RUTHERWOOD SUBSTATION
1D -E DETAILS 3 ' A 'FED 11 OF 14
.TE 06-30-2017 CHECKED -C
RAWN DRAW NUMBER
s�E NTS
NVc3H 16939 -GR

PRELIMINARY
GENERAL CONSTRUCTION NOTES:
1. PRIOR TO BEGINNING ANY CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR UTILIZE A LOCATOR SERVICE TO HELP IDENTIFY POTENTIAL UNDERGROUND
CABLES, WIRES AND UTILITIES THAT MIGHT DOST ON THE SITE. SHOULD ANY OBSTRUCTIONS
BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNERIENGINEER IMMEDIATELY.
2. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND
DURING CONSTRUCTION, AND NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES
EXIST BETWEEN THE CONSTRUCTION PLANS AND ACTUAL FIELD CONDITIONS.
3. IN GENERAL, MAXIMUM SLOPES SHALL BE 2:1 FORM SLOPES AND 3:1 FOR FILL SLOPES,
UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR SHALL CLEARIGRUB ALL VEGETATION, TOPSOIL, ORGANIC MATERIALS,
ROCKS, AND OTHER UNSUITABLE MATERIALS FROM THE SITE PRIOR TO BEGINNING SITE
GRADING ACTIVITIES TO A DEPTH OF 6" BELOW NATURAL GRADE, OR AS NEEDED TO PROVIDE A
SOUND BASE FOR GRADING ACTVITIES. THE REMOVAL AND DISPOSAL OF ALL CLEARED DEBRIS
AND UNDERCUT MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL
SPOIL/WASTE MATERIALS SHALL BE DISPOSED OF IN A MANNER AS TO MEET ALL
MUNICIPALICOUNTY/STATE/FEDERAL REGULATIONS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURVEYING SUPPORT FOR
CONSTRUCTION/PLACEMENT OF FILL MATERIAL. HE SHALL PROTECT BENCHMARKS AND SURVEY
CONTROL POINTS FROM EXCAVATING AND VEHICULAR TRAFFIC, AND DAMAGE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL INDICATED
SEDIMENT AND EROSION CONTROL MEASURES, AND THE MAINTENANCE OF SUCH UNTIL SITE
STABILIZATION HAS BEEN ACHIEVED. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL
CONTINUALLY DO ALL THAT IS POSSIBLE TO LIMIT OFF-SITE SEDIMENT RUNOFF. ANY/ALL
PROBLEMS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
7. THE CONTRACTOR SHALL GRADE THE SUBSTATION LOT PER THE PROVIDED GRADING PLANS
AND CONTOURS, HOWEVER, WORK SHALL BE PERFORMED VIA A "BALANCED" CUT/FILL
SCENARIO TO PREVENT HAUL -OFF OF EXCESS MATERIAL OR THE NEED OF IMPORT FILL.
INDICATED CUT/FILL VOLUMES ARE PROVIDED AS AN ESTIMATE ONLY. THE CONTRACTOR
SHALL PERFORM HIS OWN CALCULATIONS TO DETERMINE ACTUAL Curr/FILL VOLUMES FOR
CONSTRUCTION ESTIMATING.
8. ALL GRADING SHALL BE PERFORMED AS TO MAINTAIN POSITIVE DRAINAGE OVER THE SITE AT
ALL TIMES, BLENDING/SMOOTHING CUT/FILLS TO EXISTING CONTOURS. THE CONTRACTOR
SHALL AVOID ANY STRIPPING/CLEARING OUTSIDE THE INDICATED LIMITS, AS CLEARING OF
EXISTING VEGETATION IS STRICKLY ENFORCED VIA PERMITTING.
9. ALL SITE DEVELOPMENT GRADING AND CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH LOCAL AND STATE REGULATIONS AND STANDARDS.
10. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 8INCHES (UNCOMPACTED
THICKNESS) AND CONSTRUCTED TO THE ELEVATIONS INDICATED ON THE CONSTRUCTION
PLANS. FILL MATERIAL SHALL BE COMPACTED TO THE DENSITY OF NATURAL AND UNDISTURBED
SOILS TO APPROXIMATELY 95% OF MAXIMUM DENSITY, IN ACCORDANCE WITH ASTM D698.
PROPER CARE SHALL BE GIVEN TO OPTIMUM MOISTURE CONTENT OF THE FILL MATERIAL AS
COMPACTION IS BEING PERFORMED.
11. UPON COMPLETION OF SITE GRADING ACTIVITIES, THE SUBSTATION PAD SHALL BE GRADED
SMOOTH, COMPACTED AND SLOPED TO PREVENT WATER PONDING.
12. THE CONTRACTOR SHALL SUSPEND GRADING OPERATIONS WHEN CLIMATIC CONDITIONS DO
NOT ALLOW FOR WORK TO BE PERFORMED SAFELY, PREVENT ADEQUATE
PLACEMENT/COMPLACEMENT OF SOIL, OR IF CONTINUED WORK CAUSES SITE DAMAGE. ALL
WEATHER EXCEPTIONS SHALL BE DOCUMENTED BY THE CONTRACTOR.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEDING, FERTILIZING AND MULCHING ALL
DISTURBED AREAS (NOT RECEIVING STONE) FOR STABILIZATION WITHIN 14 DAYS FOLLOWING
THE COMPLETION OF CONSTRUCTION ACTIVITIES. ALL SLOPES SHALL BE "TRACKED" PRIOR TO
SEEDING TO HELP PROVIDE SEED -BED SUPPORT.
14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT ALL TIMES TO HELP PREVENT
EROSIVE CONDITIONS AND OFF-SITE SEDIMENTATION FROM DEVELOPING ON THE
CONSTRUCTION SITE. THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL
MEASURES PER THE CONSTRUCTION PLANS AND MAINTAIN THESE MEASURES THROUGHOUT
PROJECT CONSTRUCTION AND STABILIZATION. ADDITIONAL MEASURES COULD BE NEEDED TO
HELP PREVENT EROSIVE CONDITIONS. SHOULD THIS SITUATION DEVELOP, THE CONTRACTOR
SHALL CONTACT THE PROJECT ENGINEER FOR ASSISTANCE.
15. WHILE "ON SITE", THE CONTRACTOR SHALL PERFORM ANY/ALL SITE INSPECTIONS FOR THE
SITE, PER LOCAL, STATE AND/OR FEDERAL REGULATIONS.
16. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY
7 DAYS AND WITHIN 24 HOURS AFTER ANY SIGNIFICANT RAINFALL EVENT (1/2" OR GREATER).
FAILURE TO INSTALL OR MAINTAIN EROSION CONTROL MEASURES MAY RESULT IN ALL
CONSTRUCTION BEING STOPPED ON THE JOB UNTIL SUCH MEASURES ARE CORRECTED TO
REQUIRED STANDARDS.
17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL SEDIMENT AND
EROSION CONTROL MEASURES AFTER SITE STABILIZATION HAS BEEN ACHIEVED.
18. CUT/FILL VOLUMES HAVE BEEN PROVIDED AS AN ESTIMATE ONLY. THE CONTRACTOR IS
RESPONSIBLE TO CONSTRUCT THE SUBSTATION TO THE INDICATED ELEVATIONS, AND SHALL
PERFORM HIS OWN CALCULATIONS TO DO SUCH.
19. THE CONTRACTOR SHALL BE RESPONSILE FOR THE GRAVELLING OF THE ACCESS ROAD UP TO
THE FENCED ENTRANCE OF THE SUBSTATION PAD, AND ASPHALT PAVING OF THE DRIVEWAY
ENTRANCE PER NC DOT REGULATIONS (EDP TO EDGE OF DOT R/W).
20. UNLESS OTHERWISE NOTED, FENCING FOR THE SUBSTATION PAD SHALL BE THE
RESPONSIBILITY OF THE OWNER. PERIMETER FENCING (AT ENTRANCE) AND ASSOCIATED
GATING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
21. GENERAL CONTRACTOR/WALL CONTRACTOR RESPONSIBILITIES SHALL INCLUDE STRUCTURAL
DESIGN OF MSE RETAINING WALL. THIS STRUCTURAL DESIGN SHALL INCLUDE SUBMITTAL OF
DETAILED DESIGN DRAWINGS FOR CONSTRUCTION OF THE WALL, AND THE SUBMITTAL OF SUCH
DRAWINGS TO OWNER AND ENGINEER FOR REVIEW AND APPROVAL.
gUWINC NUYBER
16939-G R w

n
SHRUB PLANTING DETAIL
PRELIMINARY
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TREE PLANTING DETAIL a°� sre 1 f �° _ - ARB-zz
ATS -I
ryp p0/�Y ARB -5 1 ¢
77 IND
RC 19 O
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ALL DISTURBED AREAS TO BE SEEDED. DUE TO THE DESIRE TO MELD PROPOSED
Know what's PLANTINGS WITH THE EXISTING PLANT PALETTE ON SITE, PLANT MATERIAL HAS BE
be low. SELECTED DUE TO HARDINESS AND OTHER CHARACTERISTICS. SPECIFIED PLANT
j MATERIAL MAY LIMITED COMMERCIALAVAILABILITY AND SOME SUBSTITUTIONS r
IN
NOTES Call before you dig. MAY OCCUR AND ALL SUBSTITUTIONS MUST BE APPROVED BY LANDSCAPE
IRRIGATION SYSTEM SHALL BE DESIGN BUILD. ARCHITECT PRIOR TO INSTALLATION.
TOPSOIL PLANTING MIX - MINIMUM REQUIREMENTS:
1. WHERE PAVEMENT CUTOUTS ON RENOVATED SIZES ARE REQUIRED AND/OR WHERE NEW PLANTING STRIPS
OR ISLANDS ARE REQUIRED, ALL PAVEMENT, CONSTRUCTION DEBRIS AND GRAVEL SUB -BASE MUST BE REMOVED
BEFORE PREPARING SOIL AND PLANTING TREES. EXISTING COMPACTED SOIL MUST BE REMOVED AND
REPU
LACED WITH 24" OF TOPSOIL/PLANTING MIX -OR- EXISTING SOIL MAY BE UNCOMPACTED TO A DEPTH OF
24- AND AMENDED TO MEET TOPSOIL STANDARDS.
2. SOIL IN ALL PUNTING STRIPS OR ISLANDS, WHETHER EXISTING OR NEW (ON NEW OR RENOVATED SITES),
MUST MEET THE MINIMUM TOPSOIL/PLANTING MIX SPECIFICATIONS. SOIL AMENDMENTS OR FRESH
TOPSOIL/PLANTING MIX ARE OFTEN NEEDED FOR PLANTING AREAS AT SITES WHERE ORIGINAL TOPSOIL IS OF
POOR QUALITY, HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN COMPLETELY REMOVED DURING GRADING.
3. TOPSOIL/PLANING MIX SHOULD BE NATURAL, FERTILE. AGRICULTURAL SOIL CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. IT SHOULD BE UNIFORM COMPOSITION THROUGHOUT, WITH A MIXTURE OF SUBSOIL
IT SHOULD BE FREE OF STONES, LUMPS, LIVE PUNTS AND THEIR ROOTS. STICKS AND OTHER EXTRANEOUS
MATTER. TOPSOIL SHOULD NOT BE USED WHILE IN A FROZEN OR MUDDY CONDITION.
4. TOPSOIL/PUNTING MIX SHALL HAVE AN ACIDITY RANGE OF pH
5.5-7.0 AND THE FOLLOWING COMPOSITION:
CLAY (RED CLAY, PULVERIZED) MINIMUM 10 R MAXIMUM 60%,
-
COM ST. MINIMUM 5 x
- SILT MINIMUM 30 x MAXIMUM 50%.
COARSE SAND (FREE OF ROCKS) MINIMUM 30% MAXIMUM 45%,
6. ALL PLANTING AREAS SHOULD BE TESTED FOR PROPER DRAINAGE. DRAINAGE
SHOULD BE CORRECTED AS NECESSARY TO INSURE PROPER TREE GROWTH AND
SURVIVAL THE FOLLOWING LEVEL OF NUTRIENT ELEMENTS IS RECOMMENDED
FOR PROPER GROWTH:
- NITROGEN 55 X - 80% 0 100
- PHOSPHOROUS 10x -30x
POTASSIUM 5x -8x
��"�.,,
A 4 Genal Ra
HWY 421
SITE
PROPERTY INFORMATION:
TAX MAP ID#: 2921-80-1278-000
LAND USE: R-09 (AUXILIARY IMPROVEMENT)
CLASS: AG -AGRICULTURAL
PARCEL ACREAGE: 36.501 ACRES
LANDSCAPE BUFFER REQUIREMENTS:
1. DECIDUOUS/EVERGREEN TREES: FOUR (4) PER 100 LINEAR FEET OF
PROPERTY BOUNDARY LINE,
1.1. MIN, EVERGREEN TREE HEIGHT OF SIX FOOT (6') AT PLANTING
1.2. MIN. DECIDUOUS TREE HEIGHT OF SIX FOOT (6) AT PLANTING;
2. SHRUBS TEN (10) PER 100 LINEAR FEET OF PROPERTY BOUNDARY
LINE
2.1. MIN SHRUB HEIGHT OF ONE FOOT IV) AT PLANTING
% = LENGTH OF FRONT PROPERTY LINE -145889
KLAMTIIAMINIALI REQUIRED oom"TY I MQV1p9D WAMTTY
WM11se, � If 1
' f0lxnao-f t16]AnWI fNWI fN e11A1lf PROVILEDPx YtAx
SETBACK REQUIREMENTS.
1. CATEGORY 3 HIGH IMPACT LAND USE SHALL BESET BACK 100 FROM
SIDE AND REAR PROPERTY LINES
2. CATEGORY 1 AND 2 HIGH IMPACT LAND USE SHALL BESET 200' FROM
EDGE OF ALL PUBLIC ROADS
GENERAL LANDSCAPE NOTES
1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF QUANTITIES IN THE PLANT LIST. ANY
DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OR
LANDSCAPE ARCHITECT. ANY FIELD ADJUSTMENTS OR QUANTITY
ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING.
2. PLANT MATERIAL SHALL BE PROVIDED BY THE CONTRACTOR AND
MEET ALL AMERICAN NURSERYMAN ASSOCIATION STANDARDS FOR
HEALTH AND SIZE REQUIREMENTS (ANSI Z60.1)
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL
UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATION IN THE
AREA OF THE DAYS WORK. OWNER WILL NOT PAY FOR UTILITY
REPAIRS DUE TO FAILURE TO MARK AND OBSERVE UTILITY
LOCATIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGES TO THE PROPERTY CAUSED BY THE CONTRACTOR'S
WORK.
5. PLANT MATERIAL TRANSPORTED TO THE SITE SHALL BE COVERED
DURING TRANSPORT.
6. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. REMOVE
TOP i OF ALL WIRE BASKETS TOP 3' OF BURLAP AND ASSOCIATED
TWINE AND STRAPPING FROM TREE ROOT BALLS PRIOR TO FINAL
ACCEPTANCE OF PLANTS
T ALL ROOTBALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED
PRIOR TO PLANTING. THE TOP OF ALL ROOTBALLS SHALL BEAR THE
SAME RELATIONSHIP TO FINISHED GRADE AS BORNE TO PREVIOUS
GROWING CONDITIONS.
8. PRIOR TO PLANTING OF TREES OR SPECIMEN SHRUBS FLAGGING OF
ALL LOCATIONS SHALL BE REQUIRED AND APPROVED AT THE
REQUESTS OF THE OWNER OR HIS REPRESENTATIVE.
9. PLANTING/MULCH BED LAYOUT IS TO BE APPROVED BY THE OWNER
OR HIS REPRESENTATIVE.
10, PLANTING BEDS SHALL BE SPRAYED WITH AN APPROVED HERBICIDE,
PRIOR TO PLANTING, IF CURRENTLY VEGETATED BY WEEDS OR
LAWN.
11. MULCH MIN. FOUR (4) FOOT AREA AROUND EACH TREE. MULCH A
CONTINUOUS AREA AROUND ALL SHRUB BEDS, WITHIN 2 DAYS
AFTER PLANTS ARE INSTALLED. MULCH SHALL BE 34" OF DOUBLE
HAMMERED, SHREDDED, HARDWOOD MULCH.
12. ALL PLANTS SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER
INSTALLED PLANT MATERIAL IS ACCEPTED BY THE OWNER.
13. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR. SEE
TOPSOIL PLANTING MIX DETAIL
14. ALL BEDS SHOULD BE TILLED PRIOR TO ADDING PLANTING MIX.
PLANTING MIX SHALL CONSIST OF 4"TOPSOIL, 4" GROUND PINE BARK
SOIL CONDITIONER, AND 2" MUSHROOM COMPOST. AFTER
PLACEMENT OF PLANTING MIX, ALL BEDS SHALL BE TILLED TO 12"
DEPTH.
PREPARED FOR: 13LUE
RvVGE
electric 19.
I tentberoki.p
corp.
PREPARED BY:
uC SYIVE�6ETIC
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
asroNER
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION
.—ATION NWE
RUTHERWOOD SUBSTATION
R E LANDSCAPE PLAN RLY A 14 OF 14
No mm06-3O-ZO1 !-TCHEO(ED PRAWN gUWINC NUMBER
Fee
56NE: 1" = 100 NVB AMT 16939 -GR
PLANTING SCHEDULE
KEY QUANTI
LATIN NAME
TREES
SDS
MATURE/MAINTAINED HEIGHT
KEY QUANTITY
LATIN NAME
COMMON NAME
SDE
MATURE/MAINTAINED HEIGHT
OA 10
OXYDENDRUM ABOREUM
SOURWOOD
0-10
1120'
PA 22
PICEA ARIES
NORWAY SPRUCE
74'
501W
SVB 18
AMELANCHIER X GRANDIFLORA
SERVICEBERRY
1.5.2"CAL
20.25
SYC 9
PLATANUS X ACERFOLIA
LONDON PLANETREE
2-25"CAL.
8170'
TOPSOIL PLANTING MIX - MINIMUM REQUIREMENTS:
1. WHERE PAVEMENT CUTOUTS ON RENOVATED SIZES ARE REQUIRED AND/OR WHERE NEW PLANTING STRIPS
OR ISLANDS ARE REQUIRED, ALL PAVEMENT, CONSTRUCTION DEBRIS AND GRAVEL SUB -BASE MUST BE REMOVED
BEFORE PREPARING SOIL AND PLANTING TREES. EXISTING COMPACTED SOIL MUST BE REMOVED AND
REPU
LACED WITH 24" OF TOPSOIL/PLANTING MIX -OR- EXISTING SOIL MAY BE UNCOMPACTED TO A DEPTH OF
24- AND AMENDED TO MEET TOPSOIL STANDARDS.
2. SOIL IN ALL PUNTING STRIPS OR ISLANDS, WHETHER EXISTING OR NEW (ON NEW OR RENOVATED SITES),
MUST MEET THE MINIMUM TOPSOIL/PLANTING MIX SPECIFICATIONS. SOIL AMENDMENTS OR FRESH
TOPSOIL/PLANTING MIX ARE OFTEN NEEDED FOR PLANTING AREAS AT SITES WHERE ORIGINAL TOPSOIL IS OF
POOR QUALITY, HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN COMPLETELY REMOVED DURING GRADING.
3. TOPSOIL/PLANING MIX SHOULD BE NATURAL, FERTILE. AGRICULTURAL SOIL CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. IT SHOULD BE UNIFORM COMPOSITION THROUGHOUT, WITH A MIXTURE OF SUBSOIL
IT SHOULD BE FREE OF STONES, LUMPS, LIVE PUNTS AND THEIR ROOTS. STICKS AND OTHER EXTRANEOUS
MATTER. TOPSOIL SHOULD NOT BE USED WHILE IN A FROZEN OR MUDDY CONDITION.
4. TOPSOIL/PUNTING MIX SHALL HAVE AN ACIDITY RANGE OF pH
5.5-7.0 AND THE FOLLOWING COMPOSITION:
CLAY (RED CLAY, PULVERIZED) MINIMUM 10 R MAXIMUM 60%,
-
COM ST. MINIMUM 5 x
- SILT MINIMUM 30 x MAXIMUM 50%.
COARSE SAND (FREE OF ROCKS) MINIMUM 30% MAXIMUM 45%,
6. ALL PLANTING AREAS SHOULD BE TESTED FOR PROPER DRAINAGE. DRAINAGE
SHOULD BE CORRECTED AS NECESSARY TO INSURE PROPER TREE GROWTH AND
SURVIVAL THE FOLLOWING LEVEL OF NUTRIENT ELEMENTS IS RECOMMENDED
FOR PROPER GROWTH:
- NITROGEN 55 X - 80% 0 100
- PHOSPHOROUS 10x -30x
POTASSIUM 5x -8x
��"�.,,
A 4 Genal Ra
HWY 421
SITE
PROPERTY INFORMATION:
TAX MAP ID#: 2921-80-1278-000
LAND USE: R-09 (AUXILIARY IMPROVEMENT)
CLASS: AG -AGRICULTURAL
PARCEL ACREAGE: 36.501 ACRES
LANDSCAPE BUFFER REQUIREMENTS:
1. DECIDUOUS/EVERGREEN TREES: FOUR (4) PER 100 LINEAR FEET OF
PROPERTY BOUNDARY LINE,
1.1. MIN, EVERGREEN TREE HEIGHT OF SIX FOOT (6') AT PLANTING
1.2. MIN. DECIDUOUS TREE HEIGHT OF SIX FOOT (6) AT PLANTING;
2. SHRUBS TEN (10) PER 100 LINEAR FEET OF PROPERTY BOUNDARY
LINE
2.1. MIN SHRUB HEIGHT OF ONE FOOT IV) AT PLANTING
% = LENGTH OF FRONT PROPERTY LINE -145889
KLAMTIIAMINIALI REQUIRED oom"TY I MQV1p9D WAMTTY
WM11se, � If 1
' f0lxnao-f t16]AnWI fNWI fN e11A1lf PROVILEDPx YtAx
SETBACK REQUIREMENTS.
1. CATEGORY 3 HIGH IMPACT LAND USE SHALL BESET BACK 100 FROM
SIDE AND REAR PROPERTY LINES
2. CATEGORY 1 AND 2 HIGH IMPACT LAND USE SHALL BESET 200' FROM
EDGE OF ALL PUBLIC ROADS
GENERAL LANDSCAPE NOTES
1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF QUANTITIES IN THE PLANT LIST. ANY
DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OR
LANDSCAPE ARCHITECT. ANY FIELD ADJUSTMENTS OR QUANTITY
ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING.
2. PLANT MATERIAL SHALL BE PROVIDED BY THE CONTRACTOR AND
MEET ALL AMERICAN NURSERYMAN ASSOCIATION STANDARDS FOR
HEALTH AND SIZE REQUIREMENTS (ANSI Z60.1)
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL
UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATION IN THE
AREA OF THE DAYS WORK. OWNER WILL NOT PAY FOR UTILITY
REPAIRS DUE TO FAILURE TO MARK AND OBSERVE UTILITY
LOCATIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGES TO THE PROPERTY CAUSED BY THE CONTRACTOR'S
WORK.
5. PLANT MATERIAL TRANSPORTED TO THE SITE SHALL BE COVERED
DURING TRANSPORT.
6. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. REMOVE
TOP i OF ALL WIRE BASKETS TOP 3' OF BURLAP AND ASSOCIATED
TWINE AND STRAPPING FROM TREE ROOT BALLS PRIOR TO FINAL
ACCEPTANCE OF PLANTS
T ALL ROOTBALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED
PRIOR TO PLANTING. THE TOP OF ALL ROOTBALLS SHALL BEAR THE
SAME RELATIONSHIP TO FINISHED GRADE AS BORNE TO PREVIOUS
GROWING CONDITIONS.
8. PRIOR TO PLANTING OF TREES OR SPECIMEN SHRUBS FLAGGING OF
ALL LOCATIONS SHALL BE REQUIRED AND APPROVED AT THE
REQUESTS OF THE OWNER OR HIS REPRESENTATIVE.
9. PLANTING/MULCH BED LAYOUT IS TO BE APPROVED BY THE OWNER
OR HIS REPRESENTATIVE.
10, PLANTING BEDS SHALL BE SPRAYED WITH AN APPROVED HERBICIDE,
PRIOR TO PLANTING, IF CURRENTLY VEGETATED BY WEEDS OR
LAWN.
11. MULCH MIN. FOUR (4) FOOT AREA AROUND EACH TREE. MULCH A
CONTINUOUS AREA AROUND ALL SHRUB BEDS, WITHIN 2 DAYS
AFTER PLANTS ARE INSTALLED. MULCH SHALL BE 34" OF DOUBLE
HAMMERED, SHREDDED, HARDWOOD MULCH.
12. ALL PLANTS SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER
INSTALLED PLANT MATERIAL IS ACCEPTED BY THE OWNER.
13. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR. SEE
TOPSOIL PLANTING MIX DETAIL
14. ALL BEDS SHOULD BE TILLED PRIOR TO ADDING PLANTING MIX.
PLANTING MIX SHALL CONSIST OF 4"TOPSOIL, 4" GROUND PINE BARK
SOIL CONDITIONER, AND 2" MUSHROOM COMPOST. AFTER
PLACEMENT OF PLANTING MIX, ALL BEDS SHALL BE TILLED TO 12"
DEPTH.
PREPARED FOR: 13LUE
RvVGE
electric 19.
I tentberoki.p
corp.
PREPARED BY:
uC SYIVE�6ETIC
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
asroNER
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION
.—ATION NWE
RUTHERWOOD SUBSTATION
R E LANDSCAPE PLAN RLY A 14 OF 14
No mm06-3O-ZO1 !-TCHEO(ED PRAWN gUWINC NUMBER
Fee
56NE: 1" = 100 NVB AMT 16939 -GR
SHRUBS
KEY QUANTI
LATIN NAME
COMMON NAME
SDS
MATURE/MAINTAINED HEIGHT
ARB 65
THUJA OCCIDENTALIS'TECHNY
TEC/HIY ARBORVITAE
74r
IN17
ATS 2
ASIMINA TRILOBA SUSOUEHANNA'
ISUSQUEHANNA PAWPAW
15 GAL.
15.20'
ITV 59
ITER VIRGINICA'HENRYS GARNET
VIRGINIA SWEETSPIRE
3 GAL.
3 -R -C
RC 51
RHODODENDRON CATAWSIENSE
CATAWBA RHODODENDRON
3 GAL.
540
SAS 3
SASSAFRAS ALBIDUM
SASSAFRAS
T GAL.
25.30
TOPSOIL PLANTING MIX - MINIMUM REQUIREMENTS:
1. WHERE PAVEMENT CUTOUTS ON RENOVATED SIZES ARE REQUIRED AND/OR WHERE NEW PLANTING STRIPS
OR ISLANDS ARE REQUIRED, ALL PAVEMENT, CONSTRUCTION DEBRIS AND GRAVEL SUB -BASE MUST BE REMOVED
BEFORE PREPARING SOIL AND PLANTING TREES. EXISTING COMPACTED SOIL MUST BE REMOVED AND
REPU
LACED WITH 24" OF TOPSOIL/PLANTING MIX -OR- EXISTING SOIL MAY BE UNCOMPACTED TO A DEPTH OF
24- AND AMENDED TO MEET TOPSOIL STANDARDS.
2. SOIL IN ALL PUNTING STRIPS OR ISLANDS, WHETHER EXISTING OR NEW (ON NEW OR RENOVATED SITES),
MUST MEET THE MINIMUM TOPSOIL/PLANTING MIX SPECIFICATIONS. SOIL AMENDMENTS OR FRESH
TOPSOIL/PLANTING MIX ARE OFTEN NEEDED FOR PLANTING AREAS AT SITES WHERE ORIGINAL TOPSOIL IS OF
POOR QUALITY, HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN COMPLETELY REMOVED DURING GRADING.
3. TOPSOIL/PLANING MIX SHOULD BE NATURAL, FERTILE. AGRICULTURAL SOIL CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. IT SHOULD BE UNIFORM COMPOSITION THROUGHOUT, WITH A MIXTURE OF SUBSOIL
IT SHOULD BE FREE OF STONES, LUMPS, LIVE PUNTS AND THEIR ROOTS. STICKS AND OTHER EXTRANEOUS
MATTER. TOPSOIL SHOULD NOT BE USED WHILE IN A FROZEN OR MUDDY CONDITION.
4. TOPSOIL/PUNTING MIX SHALL HAVE AN ACIDITY RANGE OF pH
5.5-7.0 AND THE FOLLOWING COMPOSITION:
CLAY (RED CLAY, PULVERIZED) MINIMUM 10 R MAXIMUM 60%,
-
COM ST. MINIMUM 5 x
- SILT MINIMUM 30 x MAXIMUM 50%.
COARSE SAND (FREE OF ROCKS) MINIMUM 30% MAXIMUM 45%,
6. ALL PLANTING AREAS SHOULD BE TESTED FOR PROPER DRAINAGE. DRAINAGE
SHOULD BE CORRECTED AS NECESSARY TO INSURE PROPER TREE GROWTH AND
SURVIVAL THE FOLLOWING LEVEL OF NUTRIENT ELEMENTS IS RECOMMENDED
FOR PROPER GROWTH:
- NITROGEN 55 X - 80% 0 100
- PHOSPHOROUS 10x -30x
POTASSIUM 5x -8x
��"�.,,
A 4 Genal Ra
HWY 421
SITE
PROPERTY INFORMATION:
TAX MAP ID#: 2921-80-1278-000
LAND USE: R-09 (AUXILIARY IMPROVEMENT)
CLASS: AG -AGRICULTURAL
PARCEL ACREAGE: 36.501 ACRES
LANDSCAPE BUFFER REQUIREMENTS:
1. DECIDUOUS/EVERGREEN TREES: FOUR (4) PER 100 LINEAR FEET OF
PROPERTY BOUNDARY LINE,
1.1. MIN, EVERGREEN TREE HEIGHT OF SIX FOOT (6') AT PLANTING
1.2. MIN. DECIDUOUS TREE HEIGHT OF SIX FOOT (6) AT PLANTING;
2. SHRUBS TEN (10) PER 100 LINEAR FEET OF PROPERTY BOUNDARY
LINE
2.1. MIN SHRUB HEIGHT OF ONE FOOT IV) AT PLANTING
% = LENGTH OF FRONT PROPERTY LINE -145889
KLAMTIIAMINIALI REQUIRED oom"TY I MQV1p9D WAMTTY
WM11se, � If 1
' f0lxnao-f t16]AnWI fNWI fN e11A1lf PROVILEDPx YtAx
SETBACK REQUIREMENTS.
1. CATEGORY 3 HIGH IMPACT LAND USE SHALL BESET BACK 100 FROM
SIDE AND REAR PROPERTY LINES
2. CATEGORY 1 AND 2 HIGH IMPACT LAND USE SHALL BESET 200' FROM
EDGE OF ALL PUBLIC ROADS
GENERAL LANDSCAPE NOTES
1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF QUANTITIES IN THE PLANT LIST. ANY
DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OR
LANDSCAPE ARCHITECT. ANY FIELD ADJUSTMENTS OR QUANTITY
ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING.
2. PLANT MATERIAL SHALL BE PROVIDED BY THE CONTRACTOR AND
MEET ALL AMERICAN NURSERYMAN ASSOCIATION STANDARDS FOR
HEALTH AND SIZE REQUIREMENTS (ANSI Z60.1)
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL
UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATION IN THE
AREA OF THE DAYS WORK. OWNER WILL NOT PAY FOR UTILITY
REPAIRS DUE TO FAILURE TO MARK AND OBSERVE UTILITY
LOCATIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGES TO THE PROPERTY CAUSED BY THE CONTRACTOR'S
WORK.
5. PLANT MATERIAL TRANSPORTED TO THE SITE SHALL BE COVERED
DURING TRANSPORT.
6. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. REMOVE
TOP i OF ALL WIRE BASKETS TOP 3' OF BURLAP AND ASSOCIATED
TWINE AND STRAPPING FROM TREE ROOT BALLS PRIOR TO FINAL
ACCEPTANCE OF PLANTS
T ALL ROOTBALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED
PRIOR TO PLANTING. THE TOP OF ALL ROOTBALLS SHALL BEAR THE
SAME RELATIONSHIP TO FINISHED GRADE AS BORNE TO PREVIOUS
GROWING CONDITIONS.
8. PRIOR TO PLANTING OF TREES OR SPECIMEN SHRUBS FLAGGING OF
ALL LOCATIONS SHALL BE REQUIRED AND APPROVED AT THE
REQUESTS OF THE OWNER OR HIS REPRESENTATIVE.
9. PLANTING/MULCH BED LAYOUT IS TO BE APPROVED BY THE OWNER
OR HIS REPRESENTATIVE.
10, PLANTING BEDS SHALL BE SPRAYED WITH AN APPROVED HERBICIDE,
PRIOR TO PLANTING, IF CURRENTLY VEGETATED BY WEEDS OR
LAWN.
11. MULCH MIN. FOUR (4) FOOT AREA AROUND EACH TREE. MULCH A
CONTINUOUS AREA AROUND ALL SHRUB BEDS, WITHIN 2 DAYS
AFTER PLANTS ARE INSTALLED. MULCH SHALL BE 34" OF DOUBLE
HAMMERED, SHREDDED, HARDWOOD MULCH.
12. ALL PLANTS SHALL BE GUARANTEED FOR ONE (1) YEAR AFTER
INSTALLED PLANT MATERIAL IS ACCEPTED BY THE OWNER.
13. TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR. SEE
TOPSOIL PLANTING MIX DETAIL
14. ALL BEDS SHOULD BE TILLED PRIOR TO ADDING PLANTING MIX.
PLANTING MIX SHALL CONSIST OF 4"TOPSOIL, 4" GROUND PINE BARK
SOIL CONDITIONER, AND 2" MUSHROOM COMPOST. AFTER
PLACEMENT OF PLANTING MIX, ALL BEDS SHALL BE TILLED TO 12"
DEPTH.
PREPARED FOR: 13LUE
RvVGE
electric 19.
I tentberoki.p
corp.
PREPARED BY:
uC SYIVE�6ETIC
UC SYNERGETIC, LLC - North Carolina COA No. F-1217
123 North White Street, Fort Mill, SC 29715
asroNER
BLUE RIDGE ELECTRIC MEMBERSHIP
CORPORATION
.—ATION NWE
RUTHERWOOD SUBSTATION
R E LANDSCAPE PLAN RLY A 14 OF 14
No mm06-3O-ZO1 !-TCHEO(ED PRAWN gUWINC NUMBER
Fee
56NE: 1" = 100 NVB AMT 16939 -GR