202101499 Ver 1_ePCN Application_20210810

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
June 1, 2021 Ver4.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
✓ No
Is this project a public transportation project?*
✓ Yes r No
Change only if needed.
BIMS # Assigned* Version#*
202101499 1
Is a payment required for this project?*
✓ No payment required
✓ Fee received
✓ Fee needed - send electronic notification
Reviewing Office *
Asheville Regional Office - [phone]
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Amy Annino:eads\amannino
Information for Initial Review
la. Name of project:
Duke-BlackBear_AgentAuthorization. pdf
la. Who is the Primary Contact?*
Owen Carson
1b. Primary Contact Email:* 1c. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
8/10/2021
Nearest Body of Water
Lake James (impoundment of Catawba River)
Basin
Catawba
Water Classification
WS-V, B
Site Coordinates
Latitude:
35.747646
Longitude:
-81.973551
A. Processing Information
u
County (or Counties) where the project is located:
McDowell
Is this a NCDMS Project
✓ Yes r No
Is this project a public transportation project?*
✓ Yes r No
Pre -Filing Meeting Information
Is this a courtesy copy notification?*
✓ Yes r No

ID#
20210499
Version
1
Pre -fling Meeting or Request Date
3/3/2021
Attach documentation of Pre -Filing Meeting Request here:
Click the upload button or drag and drop files here to attach document
DWR Pre -Filing Meeting Request Form.pdf
Fie type must be FCF
la. Type(s) of approval sought from the Corps:
7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
I— Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
✓ Yes
✓ No
1b. What type(s) of permit(s) do you wish to seek authorization?
I7 Nationwide Permit (NWP)
I— Regional General Permit (RGP)
r Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes rNo
Nationwide Permit (NWP) Number: 14 - Linear transportation
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
17 401 Water Quality Certification - Regular
I— Non-404 Jurisdictional General Permit
I— Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
✓ Yes f No
55.85KB
I— 401 Water Quality Certification - Express
I— Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes ( No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes rNo
1h. Is the project located in any of NC's twenty coastal counties?
✓ Yes 6 No
1j. Is the project located in a designated trout watershed?
✓ Yes r No
B. Applicant Information
ld. Who is applying for the permit?
I7 Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
6 Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Duke Energy Corporation Property Tax Division ST22M
2b. Deed book and page no.:
00518/0217
✓ Yesr No
✓ Yes 6 No
2c. Contact Person:
c/o Christy Churchill (Contract Manager)

2d.Address
Street Address
PO Box 1007
Address Line 2
(Sty
Charlotte
Postal / TZp Code
28201-1244
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Owen Carson
4b. Business Name:
Equinox Environmental
4c.Address
Street Address
37 Haywood Street
Address Line 2
Suite 100
C7ty
Asheville
Rutai / Zip Code
28801
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
State / Bovine / legion
NC
Country
USA
2f. Fax Number:
State / Bovine / Region
NC
Country
USA
4e. Fax Number:
C. Project Information and Prior Project History
v
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality/ town:
Nebo, NC
2. Project Identification
2a. Property Identification Number:
1713-00-89-6460
2c. Project Address
Street Address
—6500 Lake James Road
Address Line 2
al)/
Nebo
Postal / Zip Code
28752
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Lake James (impoundment of Catawba River)
3b. Water Resources Classification of nearest receiving water:*
WS-V, B
3c. What river basin(s) is your project located in?*
2b. Property size:
164
State / Rovince / legion
NC
Country
USA
Catawba

3d. Please provide the 12-digit HUC in which the project is located.
030501010303
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is currently wooded, with old (soil) logging roads leading from an existing paved boat ramp access area back towards the new campsites. The road crosses one perennial
stream as shown and defined via data in the approved PJD from June 23, 2020 (attached later). The goal is a woodland camping experience, so the objective is to retain the sites
vegetative integrity such that the campsites do not appear exposed and retain a natural woodland feel. Tree clearing will be highly selective.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
n/a
4g. List the total estimated linear feet of all existing streams on the property:
Please see approved PJD for details; the parcel has many streams, but the impact area contains
only -300 LF, 89 of which are proposed to be impacted
4h. Explain the purpose of the proposed project:*
To build campsites with an access road for increased visitor usage at the Black Bear Access area.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Please see attached 100% CD plan set, which provides a narrative for and depicts all project activities.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
6 Yes r No
Comments:
Notification of JD 8/28/2020
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
c Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW AID 2020-01199
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Owen Carson
Equinox Environmental
r Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
6/23/2020
6. Future Project Plans
6a. Is this a phased project?*
r Yes ( No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands fJ Streams -tributaries
r Open Waters r Pond Construction
3. Stream Impacts
r Buffers
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name *
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width *
3h. Impact
length*
S1
Road crossing
Permanent
Culvert
S-01
Perennial
Corps
3
Average (feet)
89
(linear feet)
S2
Foot Path Crossing
Permanent
Fill
S-01a
Perennial
Corps
1
Average (feet)
5
(linear feet)

3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
94 0
3i. Total stream and ditch impacts:
94
3j. Comments:
See attached PJD impact area map for details on impact area and location.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Road crossing was limited to 1 location rather than 2 as was originally planned. Native onsite materials used for the footpath will minimize impacts to
the bed and bank by reducing exposed soils and potential sedimentation within the reach.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Due to existing entrenchment of the stream and the increased volume of flow during sustained rain events, we oversized the culvert. The culvert will be
embedded 1/3 of its diameter. The footpath crossing will use on site materials to provide a crossing without extensive excavation of the bed or banks.
See plan sets for more detail.
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 f• No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project does not exceed permissible thresholds under NWP 14, which are 150 LF.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) U
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
✓ Yes f No
If no, explain why:
Not in a NC buffer county
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes 0. No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
6 Yes r No
Comments:
G. Supplementary Information L)
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
✓ Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
✓ Yes f No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes 6 No
3b. If you answered "no," provide a short narrative description.

No other phases are planned by the Owner (Duke).
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
✓ Yes 6 No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
✓ Yes RNo
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
F Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
✓ Yes
5e. Is this a DOT project located within Division's 1-8?
✓ Yes a No
G No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
✓ Yes G No
5g. Does this project involve bridge maintenance or removal?
✓ Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes G No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
✓ Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
ECOS Ipac tool, which generated a species list and critical habitat list (no critical habitat identified); Ipac tool generated a 'may affect' determination for
Northern long-eared bat; see attached report for details;
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes ( No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
MA Documentation Letter_ Northern Long -Eared Bat (NLEB) Consultation and 4(d) Rule Consistency 2021-03-03.pdf 240.74KB
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?*
✓ Yes RNo
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
SHPO (106) Data layers (publicly available through NCOneMAP)
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
✓ Yes f No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Hazard Mapper
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one
file when possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach docunent
BlackBear_PCN Attachments.pdf 54.49MB
RIe rrust be FM or KW
Comments
Signature

By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Charles R. Lawson
Signature
Date
8/10/2021

DWR Pre -Filing Meeting Request Form
Contact Name*
Contact Email Address*
Project Owner*
Project Name*
Project County*
Owner Address:*
Is this a transportation project?*
Owen Carson
[e-mail]
Duke Energy Carolinas, LLC c/o John Crutchfield
Black Bear Access Area
McDowell
Street Address
526 E. Church Street
Address Line 2
EC12Q
City State / Rovince / Region
Charlotte North Carolina
Fbstal / Zip Code Country
28202 USA
C Yes t^ No
Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
(' Yes c: No
Do you know the name of the staff member you would like to request a meeting with?
Andrew Moore (I believe it's under his jurisdiction)
Please give a brief project description below.*
In late 2019, Duke Energy contracted Equinox to develop designs for
a campsite at their Black Bear Access area on Lake James in Nebo,
NC. Following initial efforts and drafts, Equinox submitted and
received approval for a PJD in August 2020 (signed by USACE
Regulatory Specialist: Brandee Boggs), and is now ready to submit
for the permits. We're at 70-80% design completion and have all of
our stormwater and sediment and erosion control drawings and calcs
available for review.
Please give a couple of dates you are available for a meeting.
3/8/2021

3/9/2021
3/10/2021
3/15/2021
3/16/2021
Please attach the documentation you would like to have the meeting about.
2021.02.15_100% CD Set.pdf 97.6MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
atew 0`
Submittal Date 3/3/2021

Table of Contents
Pg
Email Correspondence 1
Revised Project Overview Map 4
March 3, 2021- PCN submittal 5
Agent Authorization Form 12
Parcel Report Card 13
Sealed Plat 14
PJD and Supplemental information 15
100% Plan Set 37

From: Owen Carson
To: Fuemmeler, Amanda J CIV (USA)
Subject: [Non-DoD Source] Black Bear Campsites - Additional Stream Impact Length for foot trail crossing
Date: Friday, June 11, 2021 12:38:52 PM
Attachments: image001.pnq
Amanda,
Thanks for the discussion a few moments ago regarding the additional stream impact due to the foot
trail.
I have discussed this with the designer and we would like to add a line to the impacts table in the
PCN to account for an additional 5 linear feet of impact (the stream is average 1' wide, so it would
also be 5 square feet) associated with a hardened native stone crossing on S-01a, which is shown on
the updated PJD map that I shared yesterday.
Please let me know if you need anything else, thanks!
Owen Carson
Botanist / Senior Ecologist
."EQUINOX
Celebrating 20 Years!
Est
37 Haywood Street, Suite 100
Asheville, NC 28801
[phone] extension 204
COVID-19 FIRM UPDATE:
Our firm is taking every precaution we can in order to keep our clients and staff healthy and safe as the situation
with the coronavirus (COVID-19) continues to develop.
As a result of the Buncombe County "stay home, stay safe" declaration and guidance from NC Governor Cooper, our
staff are working remotely through phase 1. With our technological capabilities, our staff will continue to work
every day to meet our client's needs. However, during phases 1 & 2, we will not be hosting any in -person client or
stakeholder meetings at our office, nor will our staff be meeting with clients and stakeholders elsewhere without
following social distancing guidelines.
We appreciate your business and we are committed to service the needs of our clients. Thank you for your
cooperation and patience as we continue to work through these continuously -changing circumstances.
1

Wallace, Nancy L CIV USARMY CESAW (US)
From: Wallace, Nancy L CIV USARMY CESAW (US)
Sent: Thursday, March 4, 2021 2:45 PM
To: Owen Carson
Cc: Fuemmeler, Amanda J CIV (USA)
Subject: SAW-2020-01199 (Duke Black Bear Campsites / Duke Energy Corporation)
On March 4, 2021 we received your preconstruction notification request for file number SAW-2020-01199 and
forwarded it to Amanda Jones Fuemmeler for further processing.
Sincerely,
Nancy Wallace
USACE Wilmington District
Asheville Regulatory Field Office
151 Patton Avenue RM 208
Asheville, NC 28801
828-271-7980 Ext 4221
nancy.wallace(c�usace.army.mil
From: [e-mail] <[e-mail]>
Sent: Wednesday, March 3, 2021 5:00 PM
To: AshevilleNCREG <[e-mail]>
Cc: SAW-PCN-RG <[e-mail]>
Subject: [Non-DoD Source] PCN - McDowell - Non -DOT
A new project has been received on 3/3/2021 4:44 PM for Black Bear Access Area. The link below will take
you to the project folder.
https://edocs.deq.nc.gov/Laserfiche/index.aspx?db=WaterResources#id=1662527;view=browse
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address,
as responses aren't monitored.
2

From: Owen Carson[mailto:[e-mail]]
Sent: Monday, August 9, 2021 12:52 PM
To: Annino, Amy M <[e-mail]>
Subject: [External] Fw: Black Bear Access Area - NCWRC comments
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
Amy,
FYI -Andrea's comments.
Thanks!
Owen Carson
Botanist/Plant Ecologist
37 Haywood Street, Suite 100
Asheville, NC 28801
0: [phone] extension 200
C: [phone]
Check out our what we've accomplished in 20 years! Visit us at www.equinoxenvironmental.com
"Please note that during this period of extended remote work, the best way of reaching us is via
email or cell phone!
From: Leslie, Andrea J <[e-mail]>
Sent: Thursday, July 1, 2021 11:12 AM
To: Amanda Fuemmeler([e-mail])
Cc: Annino, Amy M; Owen Carson
Subject: Black Bear Access Area - NCWRC comments
Hi Amanda,
I have reviewed the information sent to me about the Black Bear Access Area project, which
involves impacts of 89 ft of an unnamed tributary to Lake James/Catawba River for the
installation of a culvert in McDowell County. The project should not impact wild trout and a
trout moratorium is not needed for this project.
It is not clear what material will be used for the culvert. We recommend against slick -bottomed
high density polyethylene and reinforced concrete, as these smooth materials are less likely to
hold stream substrate and allow fish, salamander, and crayfish movement through
them. Thank you for allowing me to review and offer comments on the project.
Andrea
3

Duke Energy - Black Bear Campsites PJD -Addition (06/10/21)
O
O
Project Parcel Boundary
McDowell County Parcels (2020)
Impact Areas (Stream Crossings)
Proposed Limits of Disturbance
0 200 400
800 1,200 1,600
4"\,.f Road
Proposed Foot Trails
100' Contour
20' Contour
Potential Jurisdictional Resource
Feet A
*Note: this map is not a survey nor should it be construed as such.
Geographic
nformation
Anal -s
ho WW1
1
Board

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
October 26, 2020 Ver 3.3
la. Name of project:
Black Bear Access Area
la. Who is the Primary Contact?
Omen Carson
lb. Primary Contact Email:
[e-mail]
Site Coordinates
Latitude: Longitude:
35.747646 -81.973551
lc. Primary Contact Phone:
[phone]
A. Processing Information
County (or Counties) where the project is located:
McDowell
Nearest Body of Water
Is this a NCDMS Project*
✓ Yes c No
Is this project a public transportation project?
✓ Yes No
la. Type(s) of approval sought from the Corps:
fJ Section 404 Permit (wetlands, streams and waters, Clean Water Act)
I— Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
✓ Yes
c No
1b. What type(s) of permit(s) do you wish to seek authorization?
(7 Nationwide Permit (NWP)
I— Regional General Permit (RGP)
I— Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes r• No
Nationwide Permit (NWP) Number: 18 - Minor Discharges
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
(7 401 Water Quality Certification - Regular
I— Non-404 Jurisdictional General Permit
I— Individual Permit
Pre -Filing Meeting Information
ID#
Pre -fling Meeting or Request Date*
I— 401 Water Quality Certification - Express
I— Riparian Buffer Authorization
Version
1
5

3/8/2021
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf 53.2KB
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
lf. Is this an after -the -fact permit application?
✓ Yes r: No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes r- No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
✓ Yes No
1j. Is the project located in a designated trout watershed?
c Yes o No
B. Applicant Information
Id. Who is applying for the permit?
fJ Owner E Applicant (other than
owner)
le. Is there an Agent/Consultant for this project? *
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Duke Energy Corporation Property Tax Division ST22M
2b. Deed book and page no.:
00518/0217
2c. Responsible party:
c/o Christy Churchill (Contract Manager)
2d. Address
Street Address
PO Box 1007
Address tine 2
Qly State / Bovine / legion
Charlotte NC
Rental / ZZp Code Country
28201-1244 USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Owen Carson
4b. Business Name:
Equinox
4c.Address
✓ Yes c No
✓ Yes e No

Street Address
37 Haywood Street
Address Line 2
Ste 100
Oty
Asheville
Fbstal / Zip Code
28801
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Duke-BlackBear_AgentAuthorization.pdf
State / Ftovince / Region
NC
Country
USA
4e. Fax Number:
58.51 KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality/ town:
Nebo, NC
r
2. Project Identification
2a. Property Identification Number:
1713-00-89-6460
2c. Project Address
Street Address
—6500 Lake James Road
Address Line 2
City
Nebo
Fbstal / ZZp Cale
28752
3. Surface Waters
3a. Name of the nearest body of water to proposed project:
Lake James (impoundment of Catawba River)
3b. Water Resources Classification of nearest receiving water:*
WS-V, B
3d. Please provide the 12-digit HUC in which the project is located.
030501010303
3c. What river basin(s) is your project located in?*
Catawba
4. Project Description and History
2b. Property size:
164
State / I}ovince / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is currently wooded, oath old (soil) logging roads leading from an existing paved boat ramp access area back towards the new campsites. The road crosses one perennial
stream as show, and defined via data in the approved PJD from June 23, 2020 (attached later). The goal is a woodland camping experience, so the objective is to retain the site's
vegetative integrity such that the campsites do not appear exposed and retain a natural woodland feel. Tree clearing will be highly selective.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r: No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Duke-BlackBearPJD Topo.pdf 10.74MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Duke-BlackBear_PJD_Soils.pdf 1.17MB
4f. List the total estimated acreage of all existing wetlands on the property:
n/a
7

4g. List the total estimated linear feet of all existing streams on the property:
Please see approved PJD for details; the parcel has many streams, but the impact area contains
only -300 LF, 89 of which are proposed to be impacted
4h. Explain the purpose of the proposed project:*
To build campsites with an access road for increased visitor usage at the Black Bear Access area.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Pleas see attached 100% CD plan set, which provides a narrative for and depicts all project activities.
4j. Please upload project drawings for the proposed project.
2021.02.15_100% CD Set.pdf 97.6MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
s Yes
Comments:
Approved PJD signed on 6.30.2020
r No r Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW AID 2020-01199
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Owen Carson
Equinox
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
6/23/2020
5d1. Jurisdictional determination upload
Signed _PJD _2020-01199_BlackBearCampground.pdf 1.31 MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes
No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
I— Wetlands fJ Streams -tributaries
I— Open Waters II Pond Construction
3. Stream Impacts
I— Buffers
S1
3a. Reason for impact* (9)
Road Crossing
3b.lmpact type*
Permanent
3c. Type of impact*
Culvert
3d. S. name*
S-01
3e. Stream Type*
(?)
Perennial
3f. Type of
Jurisdiction *
Corps
3g. S. width*
3
Average (feet)
3h. lmpact
length*
89
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
89
3i. Total stream and ditch impacts:
89
3i. Total temporary stream impacts:
0
3j. Comments:
See attached PJD impact area map for details on impact area and location.
8

E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Road crossing was limited to 1 location rather than 2 as was originally planned.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Due to existing entrenchment of the stream and the increased volume of flow during sustained rain events, we oversized the culvert. The culvert will be
embedded 1/3 of its diameter. See plan sets for more detail.
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 s No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
It does not exceed permissible thresholds under NWP 18, which are 150 LF.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
✓ Yes No
If no, explain why:
Not in a Buffer County
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
✓ Yes c No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
c Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
✓ Yes r: No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
✓ Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes r: No
3b. If you answered "no," provide a short narrative description.
No other phases are planned by the Owner (Duke).
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
✓ Yes r• No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
9

✓ Yes r- No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
s Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
✓ Yes
f No r Unknown
5e. Is this a DOT project located within Division's 1-8?
✓ Yes r' No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
✓ Yes c No
5g. Does this project involve bridge maintenance or removal?
✓ Yes n No
5h. Does this project involve the construction/installation of a wind turbine(s)?`
✓ Yes n No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
✓ Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
ECOS Ipac tool, which generated a species list and critical habitat list (no critical habitat identified); Ipac tool generated a 'may affect' determination for
Northern long-eared bat; see attached report for details;
Consultation Documentation Upload
MA Documentation Letter_ Northern Long -Eared Bat (NLEB) Consultation and 4(d) Rule Consistency 2021-03-03.pdf 240.74KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes r: No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
EFH Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
✓ Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
SHPO (106) Data layers (publicly available through NCOneMAP)
7c. Historic or Prehistoric Information Upload
HPOW EB_Map_Du keBB.pdf
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
✓ Yes No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Hazard Mapper
Miscellaneous
386.97KB
Comments
Attached is original PJD application which contains considerable information related to the PCN process. Please review.
Miscellaneous attachments not previously requested.
Duke_BlackBear_Campsites_PJD_Request_Compiled_06.23.20_redux Signedl.pdf
19.44MB
Signature
*
17 By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
10

• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:*
William Owen Carson
Signature
/v. Oriro Oatdow
Date
3/3/2021

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID: 1713-00-89-6460
STREET ADDRESS: —6500 Lake James Rd, Marion NC, 28752
Please print:
Property Owner: Duke Energy Corp C/o Christy Churchill (Contract Manager)
The undersigned, registered property owner of the above noted property, does hereby authorize
W. Owen Carson of Equinox Environmental
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
PO Box 1007, Charlotte NC, 28201-1244
Telephone: [phone]
I hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
G
Authorized Signature
Date: 6-23-2020
12

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14

Requestor:
Address:
Telephone Number:
E-mail:
Size (acres)
Nearest Waterway
USGS HUC
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW 2020-01199 County: McDowell U.S.G.S. Quad: NC- Marion East
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Equinox Environmental
Owen Carson
37 Haywood Street, Suite 100
Asheville, NC 28801
[phone] ext. 204
[e-mail]
Nearest Town Marion
River Basin Santee
Coordinates Latitude: 35.746741
Longitude: -81.972628
Location description: 6500 Lake James Rd Marion NC, 28752. From Asheville take 140 East to Exit 72 follow US 70 E to 221 N.
Take 1st right onto NC 1501 . Follow NC 1501 to Lake James Rd. Left on Lake James Rd, destination on right
.19
Catawba River & Lake James
03050101
Indicate Which of the Following Apply:
A. Preliminary Determination
There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map and Data sheets dated
6/23/2020. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including
determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other
resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that
would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in 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, including wetlandson the above described project area/property 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 recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated. We strongly suggest
15

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, 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.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property 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, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Brandee.C.Boggs at 8282717980x4224 or
brandee.c.boggs(a,usace.armv.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 08/28/2020.
D. Remarks: None.
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: Phillip Shannin, 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 Not applicable.
**It is not necessary to submit an RFA form to
the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official: then 56
ffz-
Date of JD: 08/28/2020 Expiration Date of JD: Not applicable
16

SAW 2020-01199
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 the Customer Satisfaction Survey located at
http://corpsmapu.usace. army.mil/cm_apex/f?p=136:4:0
Copy furnished: [e-mail]
17

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant:
LAST
Equinox Environmental, Owen Carson
File Number: SAW 2020-01199
Date: 08/28/2020
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
x
SECTION
Additional
or the
I - The following identifies your rights and options
information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
regarding an administrative appeal
of the above decision.
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
•
signature
rights
permit.
•
this
PERMIT: You may accept or appeal
the permit
sign the permit document and return
you may accept the LOP and
LOP means that you accept the permit
and approved jurisdictional
(Standard or LOP) because of
Engineers Administrative Appeal
it to the district engineer for final
your work is authorized. Your
in its entirety, and waive all
determinations associated with the
certain terms and conditions therein,
Process by completing Section II of
the division engineer within 60 days
ACCEPT: If you received a Standard Permit, you may
authorization. If you received a Letter of Permission (LOP),
on the Standard Permit or acceptance of the
to appeal the permit, including its terms and conditions,
APPEAL: If you choose to decline the proffered permit
you may appeal the declined permit under the Corps of
form and sending the form to the division engineer.
of the date of this notice.
This form must be received by
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers
completing Section II of this form and sending the form to the division engineer. This form
engineer within 60 days of the date of this notice.
Administrative Appeal Process by
must be received by the division
D: APPROVED
information.
•
•
JURISDICTIONAL DETERMINATION:
ACCEPT: You do not need to notify the Corps to accept
date of this notice, means that you accept the approved
APPEAL: If you disagree with the approved JD, you
Administrative Appeal Process by completing Section
You may accept or appeal the approved JD or provide new
an approved JD. Failure to notify the Corps within 60 days of the
JD in its entirety, and waive all rights to appeal the approved JD.
may appeal the approved JD under the Corps of Engineers
II of this form and sending the form to the district engineer. This form
of the date of this notice.
must be received by the division engineer within 60 days
18

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.
V
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
record of the appeal conference or meeting, and any supplemental
clarify the administrative record. Neither the appellant nor the
However, you may provide additional information to clarify
record.
review of the administrative record,
the Corps memorandum for the
officer has determined is needed to
or analyses to the record.
is already in the administrative
information that the review
Corps may add new information
the location of information that
MINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: Brandee.C.Boggs
Asheville Regulatory Office
U.S Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
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:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Brandee.C.Boggs, 69 Darlington Avenue, Wilmington, North
Carolina 28403
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. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]
19

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 08/28/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Equinox Environmental, Owen Carson, 37
Haywood Street, Suite 100, Asheville, NC 28801,
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Black Bear, SAW 2020-
01199
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: 6500 Lake James Rd Marion NC,
28752. From Asheville take 140 East to Exit 72 follow US 70 E to 221 N. Take 1st right onto NC 1501 .
Follow NC 1501 to Lake James Rd. Left on Lake James Rd, destination on right
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: McDowell City: Marion
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.746741 Longitude: -81.972628
Universal Transverse Mercator:
UTM17s
Name of nearest waterbody: Catawba River & Lake
James
REVIEW PERFORMED FOR SITE
EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Date:08/20/2020
❑FieldDetermination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
Longitude
Estimated
Type of aquatic
Geographic authority to
(decimal
degrees)
(decimal
degrees)
amount of
aquatic
resources in
review area
resources (i.e.,
wetland vs.
non -wetland
waters)
which the aquatic
resource "may be"
subject (i.e., Section 404
or Section 10/404)
(acreage and
linear feet, if
applicable
1
2
3
4
5
6
S-01
35.747922°
-81.9719580° 72'
non -wetland RPW
perennial
401/404
1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
20

and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:
21

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requester:
Map:Site Plan Map, Potential Resources Map, Soils Map, USGS Topo Map
Data sheets prepared/submitted by or an behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
■
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: USGS 7.5 Minute Series, Weaverville Quad
•
•
Natural Resources Conservation Service Soil Survey. Citation: NOOneMAP 2014 McDowell Co. Soils
National wetlands inventory map(s). Cite name:
State/local wetland inventory map(s):
FEMAIFIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑■ Photographs: ❑■ Aerial (Name & Date): NCOneMAP 2016 Aerial Orthoimagery
or ❑ Other (Name & Date):
[i Previous determinations). File no. and date of response letter:
Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
34-ce.,• Se-
rz-
Signature and date of
Regulatory staff member
completing PJD
William Owen Carson
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)1
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

0 Project Parcel Boundary
Potential Jurisdictional Resources
Ephemeral
Duke Energy - Black Bear Campsites - Ecology Team Findings
Perennial
Subsurface
impact Area (-0.19 acres)
Proposed Limits of Disturbance (Paved Road)
100' Contour
20' Contour
'Nntn! this man is ant a cuuuew nnr ehni i l.1 it hn rnnetn i wl ac Inch.
NCFMP Nf:0QJ1. NG:(:[:1E5
23

Duke Energy - Black Bear Campsites PJD - Aerial Map

Duke Energy - Black Bear Campsites PJD - USGS Topographic Map

tb

SO1
NC DWQ Stream Identification Form Version 4.11
❑ate: 6-23.2020
Project/Site: Black Bear Campsites (Duke)
Latitude: 35.747778
Evaluator: Charles Lawson, Owen Carson; [Equinox]
County: McDowell
Longitude: _81.971649
Total Points:
Stream is at least intermittent 36.5
if a 19 or perennial if ? 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:
�� �� ��
A. Geomorphology (Subtotal =18 )
Absent
Weak
Moderate
Strong
id -Continuity of channel bed and bank
0
1
2
0
2. Sinuosity of channel along thalweg
0
1
)
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
Q
3
4. Particle size of stream substrate
0
1
2
5. Active/relict floodplain
0CD2
3
6. Depositional bars or benches
0
1
CO
3
7. Recent alluvial deposits
0
1
O2
3
8. Headcuts
0
0
2
3
9. Grade control
0
1
1.5
10. Natural valley
0
0.5
1
0
11. Second or greater order channel
No
Yes = 3
a artificial ditches are not rated: see discussions in manual
B. Hydrology (Subtotal = $.5
}
12. Presence of Baseflow
0
1
Q
3
13. Iron oxidizing bacteria
0
Q
2
3
14. Leaf litter
1.5
0.5
0
15. Sediment on plants or debris
0
:J
1.5
16. Organic debris lines or piles
0
0.5
�1
CD 1.5
17_ Soil -based evidence of high water table?
No = 0
Yes (-3-)
C. Biology (Subtotal = 1a
}
18. Fibrous roots in streambed
3
[2]
1
0
19. Rooted upland plants in streambed
Q
2
1
0
20. Macrobenthos (note diversity and abundance)
0
0
2
3
21. Aquatic Mollusks
0
a)
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
CD
1
1.5
24, Amphibians
0
0.5
0
1.5
25. Algae
CD
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: OBL wetland plants include: Carex intumescens, C. debilis, Glyceria sp.; Amphibians: Desmognathus sp. (3); Rana sp. (1);
Macroinverts. include: Lepidostoma sp. (2); right -facing snail (numerous); Heptaganeeid mayfly (2); case -building caddisflies (numerous)
Sketch:
partial subsurface
,Proposed
►°ss1ng�
-72'
1
wetland ditch
Photo 4
Photos
' s-{»
{ •
•
28

NC DWQ Stream Identification Form Version 4.11
Date: /jf� �/{-
�/j �]
Project/Site: p` g4 l ; w�•�y 5,c1,1 1
Latitude:
1.43b
Evaluator: w 0
C 1 L
County: 064i -j j
Longitude: -$"f
` 38-3
Total Points:
Stream is at least intermittent
if z 19 or perennial if>_ 30`
' 1
) 1Le
Stream Determination {circl
Ephemeral Intermittent erennial
Other
e.g. Quad Name:
A. Geomorphology (Subtotal =I 1 5 ')
Absent
Weak
Moderate
Strong
la' Continuity of channel bed and bank--
0
1
3
2. Sinuosity of channel along thalweg
0
1
g
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1i
2
3
4. Particle size of stream substrate
0
1
�?
3
5. Active/relict floodplain
0
2
3
6. Depositional bars or benches
0
2
3
7. Recent alluvial deposits
0
2
3
8. Headcuts
0
1
(/'''
3
9. Grade control 0 e Gil r '' '-, r'' -'''r r,'»
0
0.5
1
10. Natural valley
0
ram_, 0.5
1
11. Second or greater order channel
.-No - )
Yes = 3
artificial ditches are not rated; see die6ssions in manual
B. Hydrology (Subtotal = fq-/r ) )
12. Presence of Basefiow �----`
0
2
3
13. Iron oxidizing bacteria
0
1
-
3
14. Leaf litter
1.5
(r5
0
15. Sediment on plants or debris
0
0.5
/t
1.5
16. Organic debris lines or piles
0
, 5'j
`'r .
y
1.5
17. Soil -based evidence of high Water -table?
No = 0 "
('Yes = 3
C. Biology (Subtotal = ./ 7 / 5
18. Fibrous roots in streambed;
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
0
)
1:
2
3
21, Aquatic Mollusks
1
2
3
22. Fish
09,
0.5
1
1.5
23. Crayfish
, "'�,./
0.5z
1
1.5
24. Amphibians ,r)(rr c!�,.. n-rir,•
v ••1'"-i--..
C1i5 ?
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75: OBL = 1.5 Other = 0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: �I}'?ti, r {'.t, a r Q��, .,,.! ,l,r •,",!, .,
•.,� 1, s ttc.f ,.5,-p. .,
Sketch: :, S"r?.,�hn: ._ r. , ,
NI, ,, Ti 1'.n S-1f11 q /1
!/ // ,�i----.- -_
1 I. i
29

Duke Energy - Black Bear Campsites PJD - Soils Map
OParcel Boundary Potential Jurisdictional Resources
Project Area Ephemeral
Impact Area (-0.19 acres) 'Ns, Intermittent
100' Contours 'Ns. Perennial
20' Contours 'Ni Subsurface
Soil Types
BrB2 - Braddock clay loam, 2 to 6 percent slopes, eroded
CoA - Colvard loam, 0 to 2 percent slopes, occasionally flooded
EvD - Evard loam, 10 to 25 percent slopes
EwE - Evard-Cowee complex, 25 to 60 percent slopes
HeD - Hayesville-Evard complex, 15 to 25 percent slopes
W - Water
Feet
0 20 40 80 120 160
*Note: This map is not a survey nor should it be construed as such.
•
NleR/I)F(V) DSO IVVARIA

Duke Energy - Black Bear Campsites PJD - USGS Topographic Map
•
.4 \wallow)
,t+
& •
41
111/4
•
w-.11 i •r
1
0
0
0.\j Road
r
2 •
Project Parcel Boundary
McDowell County Parcels (2020)
Proposed Limits of Disturbance
Impact Area (Stream Crossing)
USGS Quadrangle Matchline
Potential Jurisdictional Resource
• 0
- f
r
-
♦ • jApo IP■
USGS 7.5-Minute Series Ashford (N) and Marion East (S) Quadrangles
0 0.0375 0.075
0.15 0.225
Miles
0.3
*Note: this map is not a survey nor should it be construed as such.
A
•
Lake James
35 Copyright:© 2013 National Geographic Society, i-cubed

Nc.: c.:51Ap5DA EA GLIK):4\ 7; iek71,17

BLACK BEAR ACCESS AREA
CONSTRUCTION DOCUVENTS
1. DUKE
CLIENT/OWNER:
Duke Energy Corporation
EQUINOX
LANDSCAPE ARCHITECT:
Equinox
LANDSCAPE ARCHITECT CONTACT:
David Tuch
37 Haywood Street, Suite 100
Asheville, NC 28801
[phone] (x202)
[e-mail]
ISSUED: February 15, 2021
PROJECT NAME:
BLACK BEAR ACCESS AREA
ADDRESS:
Lake James
McDowell County
6514 Lake James Road
Marion, NC 28752
FERC Project No. 2232
LATITUDE: 35.746326 ° N
LONGITUDE: -81.970221° W
PROJECT SIZE:
Approximate Acreage: 164 Ac
Temporary/Current Disturbance Area: 21.20 Ac
HIGH WATER MARK: 1200'
All aspects of work shall be performed in
accordance with all applicable local, state, and
federal regulations pertaining to worker safety.
37

OTHER CONTACTS
PROFESSIONAL LAND SURVEYOR:
Kee Mapping & Surveying
88 Central Avenue,
Asheville, NC 28801
[phone]
GEOTECHNICAL ENGINEER:
ECS Southeast
Matt Fogleman
1900 Hendersonville Rd #10, Asheville,
NC 28803
[phone]
ELECTRICAL & UTILITY ENGINEER:
McGill Associates P.A.
55 Broad Street
Asheville, NC 28801
[phone]
NOTES & GENERAL SPECIFICATIONS
SHEET INDEX
LANDSCAPE ARCHITECTURE
L0.0
L0.1
L0.2
L0.3
SITE PREPARATION
L1.0
L2.0
L2.1
COVER SHEET
INDEX AND NOTES
SURVEY
SITE DRAINAGE
SITE PREPARATION
OVERALL SITE PLAN
TRAILS PLAN
LAYOUT & MATERIALS
L3.0 OVERALL LAYOUT & MATERIALS PLAN
L3.1 - L3.7 LAYOUT & MATERIALS PLAN
GRADING & DRAINAGE
L4.0
L4.01
L4.02
L4.03
L4.04
L4.05
L4.06
L4.07
CAMPSITES
L4.08- L4.20
OVERALL GRADING & DRAINAGE
GRADING & DRAINAGE DAY USE AREA
GRADING & DRAINAGE CAMPSITE 1-7
GRADING & DRAINAGE CAMPSITE 8-14
GRADING & DRAINAGE CAMPSITE 15-20
GRADING & DRAINAGE CAMPSITE 21-27
GRADING & DRAINAGE CAMPSITE 28-32
GRADING & DRAINAGE WALK-IN
ALIGNMENTS, PROFILES & SECTIONS
PLANTING PLAN
L5.0
L5.1
L5.2
L5.3
L5.4
DETAILS
L6.0- L6.11
L6.12 - L6.13
EROSION CONTROL
EC1.0-EC1.7
EC2.0- EC2.7
EC3.0 - EC3.2
EC4.0- EC4.2
OVERALL PLANTING PLAN
DAY USE AREA PLANTING PLAN
BOAT LAUNCH PLANTING PLAN
LOOP A PLANTING PLAN
ENTRANCE PLANTING PLAN & DETAILS
DETAILS
ARCHITECTURAL DETAILS
EROSION CONTROL PHASE 1
EROSION CONTROL PHASE 2
EROSION CONTROL PHASE 3
EROSION CONTROL DETAILS
Know what's below.
CaII before you dig.
VICINITY MAP
(NOT TO SCALE)
GENERAL:
1. CALL 811 TO LOCATE ALL UTILITIES PRIOR TO DIGGING.
2. SEDIMENTATION OF THE STORMWATER CONTROL MEASURES WILL CAUSE FAILURE,
THEREFORE, INSTALL ALL STORMWATER CONTROL MEASURES ONLY AFTER ALL SEDIMENT AND
EROSION ON -SITE IS CONTROLLED AND SITE IS STABILIZED AND SEEDED. ( SEE EROSION
CONTROL MEASURE SECTION IN NOTES FOR MORE DETAIL).
3. WHERE CONFLICTS OCCUR BETWEEN NOTES, DRAWINGS, OR SPECIFICATIONS, THE
CONTRACTOR SHALL NOT PROCEED WITH THE AFFECTED WORK UNTIL THE LANDSCAPE
ARCHITECT ISSUES A CLARIFICATION.
APPROVALS
4. PRIOR TO CUTTING IN THE ROADS, THE CENTER LINE OF THE ROAD SHALL BE FLAGGED AND
REVIEWED BY THE CLIENT AND THE PROJECT LANDSCAPE ARCHITECT.
5. ONCE THE ROADS ARE CUT IN BY THE CONTRACTOR, CORNERS OF ALL STRUCTURES AND ALL
CAMPSITE CENTERS SHALL BE STAKED FOR REVIEW BY THE CLIENT AND THE PROJECT
LANDSCAPE ARCHITECT AS ADJUSTMENTS MAYBE NEEDED. THE CLIENT AND PROJECT
LANDSCAPE ARCHITECT WILL BE GIVEN TWO WEEKS' NOTICE PRIOR TO THE START OF THE
CONSTRUCTION OF THE CAMPSITES.
CONSTRUCTION:
6. SEE CONSTRUCTION SEQUENCE ON EROSION CONTROL SHEETS.
7. SEE SITE PREPARATION SHEETS FOR NOTES ABOUT REUSING FELLED TREES.
8. BURNING IS NOT PERMITTED.
9. EDGE OF WATER AT TIME OF SURVEY SHOWN - ACTUAL WATER ELEVATION MAY VARY.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL APPLICABLE BUILDING PERMITS,
LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO PERFORM THE SPECIFIED WORK.
11. ALL ASPECTS OF WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL,
STATE, AND FEDERAL REGULATIONS PERTAINING TO WORKER SAFETY.
12. ALL PAVING MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE STATE'S DOT "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES."
13. CONTRACTOR SHALL COORDINATE ALL SITE ACTIVITIES WITH OWNER OR DESIGNATED
REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DELIVERY,
STORAGE, AND HANDLING OF ALL MATERIALS REQUIRED FOR THE PROJECT.
14. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 30 WORKING DAYS FOLLOWING THE
COMPLETION OF LAND DISTURBING ACTIVITIES. IF THERE ARE MORE STRINGENT SOIL
STABILIZATION GUIDELINES PUT IN PLACE BY LOCAL, COUNTY, STATE, OR FEDERAL AGENCIES
OR CALLED FOR BASED ON PERMIT REQUIREMENTS THEN THE MORE STRINGENT GUIDELINES
SHALL CONTROL AND GOVERN ON THE PROJECT.
15. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SPOIL MATERIAL OFF OF THE OWNER'S
PROPERTY IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL ENVIRONMENTAL LAWS AND
REGULATIONS AT THE PRE -DETERMINED LANDFILL SITE. LANDFILL FEES SHALL BE INCLUDED IN
THE CONTRACTOR'S PROJECT FEE. THIS INCLUDES ALL SURPLUS SOIL MATERIAL, UNSUITABLE
TOPSOIL, ROCK, OBSTRUCTIONS, DEMOLISHED MATERIALS AND WASTE MATERIALS (INCLUDING
TRASH AND DEBRIS). ANY BORROW SITE UTILIZED FOR BORROW MATERIAL IS REQUIRED AN
APPROVED EROSION AND SEDIMENT CONTROL CERTIFICATE/PERMIT PRIOR TO THE INITIATION
OF THE LAND DISTURBING ACTIVITY.
5. REMOVE ALL DAMAGED TREES NEAR TRAILS OR CAMPSITES THAT POSE A SAFETY HAZARD.
6. CONTRACTOR TO FURNISH AND PROVIDE THIRD PARTY MATERIAL TESTING AS PART OF
CONSTRUCTION BID.
7. CONTRACTOR TO FURNISH AND PROVIDE THIRD PARTY GEOTECHNICAL EVALUATION OF
SUBGRADE TO ENSURE ADEQUATE BEARING. ECS CAN PROVIDE THIS SERVICE. (CONTACT MATT
FOGELMAN AT 828.665.2307)
8. CONTRACTOR TO CONFORM TO OWNER'S SAFETY PROTOCOL AND PROVIDE A SITE SPECIFIC
SAFETY PLAN AND OTHER DOCUMENTATION AS NECESSARY.
9. FOR PLASTIC SEWER PIPING, STORM AND SANITARY, AN INSULATED COPPER TRACER WIRE OR
OTHER APPROVED CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE FULL
LENGTH OF THE PIPING. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 14 AWG AND THE
INSULATION TYPE SHALL BE LISTED FOR DIRECT BURIAL.
10. ALL FASTENERS TO BE GALVANIZED STEEL UNLESS OTHERWISE SPECIFIED
11. ALL WOOD TO BE PRESSURE TREATED UNLESS OTHERWISE SPECIFIED.
12. SEE SPECIFICATIONS FOR COMPOSITE TIMBER.
GRADING:
13. ALL PROPOSED SPOT GRADES AND CONTOURS SHOW FINISH GRADE.
14. ALL CUT SLOPES AND FILL SLOPES TO BE 2:1 AND 3:1 RESPECTIVELY UNLESS OTHERWISE
INDICATED.
15. CROSS SLOPES ON SIDEWALKS SHALL NOT EXCEED 1.9%
16. GROUND SURFACE SHALL BE SHAPED TO PROVIDE POSITIVE DRAINAGE. A MIN. OF 2% IN THE
DIRECTION OF DESIRED FLOW IS REQUIRED FOR NON PAVED SURFACES AND A MIN. OF 1% FOR
PAVED SURFACES.
17. ALL PROFILES REFLECT CENTERLINE GRADES.
18. ROAD CROSS SECTIONS ARE BASED ON PROPOSED CENTERLINES.
19. SAFETY RAILING TO BE APPLIED TO SIDEWALKS AND TRAILS FOR SAFETY WHEN THE FOLLOWING
CONDITIONS ARE MET- THE DOWNHILL SIDE OF THE WALK EXCEEDS A 30" ELEVATION CHANGE
WITHIN 36" HORIZONTAL CHANGE.
GEOTECHNICAL:
20. REFER TO GEOTECHNICAL ENGINEERING REPORT (BY ECS SOUTHEAST) FOR DETAILED SOIL
BORING TESTING ANALYSIS AND CONSTRUCTION RECOMMENDATIONS (SEE SPECIFICATIONS
FOR FULL REPORT).
21. IN SOME LOW, WET AREAS ON SITE, UNDERCUTTING OF EXCESSIVELY SOFT MATERIALS MAY BE
CONSIDERED INSUFFICIENT. IN SUCH LOW-LYING AREAS, THE USE OF REINFORED BIAXIAL-
GEOGRID MAY BE NECESSARY UNDER THE ADVISEMENT OF THE OWNER AND THE
GEOTECHNICAL ENGINEER, AS THESE FIELD CONDITIONS MAY ARISE.
22. IF SOFT OR UNSUITABLE SOILS SUCH AS UNDOCUMENTED FILL OR MOISTURE SENSITIVE SOILS
ARE OBSERVED, AT FOOTING LOCATIONS OR LOCATIONS REQUIRING COMPACTION, THE
UNSUITABLE SOILS SHOULD BE UNDERCUT AND REMOVED. ANY UNDERCUT SHOULD BE
BACKFILLED WITH CRUSHED STONE, ENGINEERED FILL, OR LEAN CONCRETE UP TO THE
ORIGINAL DESIGN BOTTOM OF THE FOOTING AND/OR SURFACE BASE COURSE. ECS CAN
PROVIDE THIS (CONTACT MATT FOGELMAN AT 828.665.2307).
23. PROOF ROLLING UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER SHOULD BE
CONDUCTED BEFORE THE LAYING OF ANY BASE LAYER OF PAVING. ECS CAN PROVIDE THIS
(CONTACT MATT FOGELMAN AT 828.665.2307).
CONCRETE:
24. UNLESS OTHERWISE SPECIFIED, ALL CONCRETE SHALL HAVE NATURAL SAND FINE AGGREGATE,
EMBEDDED FIBERGLASS, AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM
C33, TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALL HAVE THE FOLLOWING
MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS:
24.1. FOOTINGS 3000 PSI W/ (ENTRAINED AIR & FLY ASH OPTIONAL)
24.2. SLABS 4000 PSI W/ 5% ENTRAINED AIR AND FLY ASH
24.3. EXTERIOR WALKS 4000 PSI W/ 5% ENTRAINED AIR AND FLY ASH
25. SCHEDULE OF CONCRETE FINISHES (UNLESS OTHERWISE SPECIFIED ON PLANS):
SLABS: NON -SLIP STIFF BROOM FINISH.
EXTERIOR SIDEWALKS AND PATHS: NON -SLIP STIFF BROOM FINISH.
ALL UNEXPOSED CONCRETE SURFACES: U.O.N. ROUGH FORM FINISH.
ALL EXPOSED CONCRETE SURFACES: U.O.N. SMOOTH RUBBED FINISH.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ANCHOR BOLTS,
CLIPS, INSERTS, CONNECTION PLATES, SLEEVES, SLOTS, AND OTHER REQUIRED ITEMS IN
ACCORDANCE WITH THE CONTRACT DRAWINGS, AND IN COOPERATION WITH OTHER TRADES
PRIOR TO PLACING THE CONCRETE.
27. CONTROL JOINTS TO BE GROOVED WHEN CONCRETE IS STILL WET AND PLIABLE (1/8" - Y.6"
WIDTH BYY4" DEEP) WITH A MINIMUM OF EVERY 5' AND MAXIMUM OF EVERY 12' OF CONCRETE
SURFACE OR PAD. FOUNDATION CONCRETE SHOULD BE PLACED THE SAME DAY AS EXCAVATION
FOR FOUNDATION AND FOOTINGS. (SEE GEOTECHNICAL REPORT IN SPECIFICATIONS FOR MORE
DETAIL).
CONCRETE REINFORCEMENT:
28. CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60.
REINFORCEMENT DESIGNATED AS CONTINUOUS SHALL LAP 36 BAR DIAMETERS AT SPLICES,
UNLESS NOTED OTHERWISE.
29. ALL CONCRETE REINFORCEMENT BARS SHALL BE ACCURATELY AND SECURELY TIED AND
ANCHORED IN PLACE TO PREVENT DISLOCATION DURING THE CONCRETE PLACEMENT
OPERATION.
30. MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL CONFORM TO THE
AMERICAN CONCRETE INSTITUTE COMMITTEE 318, SECTION 7.7, UNLESS NOTED OTHERWISE.
31. WHERE REINFORCEMENT BARS ARE NOT USED, USE FIBER REINFORCEMENT AS SHOWN IN
DETAILS.
32. CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TESTING AS REQUIRED DURING
CONSTRUCTION, TO BE APPROVED BY THE OWNER.
STONE & ROCK:
33. IF EXISTING STONE AND ROCK MATERIAL ON SITE IS SUITABLE AND EQUIVALENT TO THE
MATERIAL SPECIFIED, CONTRACTOR MAY UTILIZE ON SITE MATERIAL INSTEAD OF QUARRY
MATERIAL WITH PRIOR APPROVAL REQUIRED BY LANDSCAPE ARCHITECT. AS PRIORITY, USE
TABLE AS SHOWN IN DETAIL3ON L6.6.
34. SAMPLES OF EACH TYPE OF ROCK, INCLUDING RIVER ROCK, COBBLE, BOULDERS , AND
FIELDSTONE ARE TO BE APPROVED ON SITE BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
35. RIVER ROCK/COBBLE TO BE MIXED SIZES UNLESS OTHERWISE SPECIFIED. AVERAGE SIZE: 2"-4"
(SMALL); 6"-8" (MEDIUM); AND 10"-12" (LARGE) / NOTIFY LANDSCAPE ARCHITECT IF PRODUCTS
VARY FROM THIS SIZE RANGE.
36. ALL ROCK TO BE WASHED IMMEDIATELY BEFORE DELIVERY, UNLESS OTHERWISE SPECIFIED.
PLANTING:
37. CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASUREMENTS AND SITE CONDITIONS. NO
PLANT SUBSTITUTIONS ALLOWED UNLESS WRITTEN PERMISSION FROM LANDSCAPE ARCHITECT
IS GIVEN.
38. IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE PLAN AND
THE QUANTITIES IN THE PLANT SCHEDULE USE THE HIGHER NUMBER OF PLANTS. IF THIS
OCCURS NOTIFY THE PROJECT LANDSCAPE ARCHITECT, EQUINOX.
39. ALL PLANTING BEDS ARE TO BE CLEANED OF ROCKS AND DEBRIS >1", TILLED TO 12" DEPTH AND
AMENDED WITH 3"OF NATURES HELPER (OR APPROVED EQUAL),THEN THOROUGHLY TILLED
TOGETHER. SEE STONE & ROCK.
40. PLANTING SOIL SHALL BE TOPSOIL AMENDED WITH 3" OF NATURES HELPER (OR APPROVED
EQUAL) AND THOROUGHLY TILLED TOGETHER.
41. ANY REMAINING DISTURBED, NON -PLANTED AREAS ARE TO BE FINE GRADED AND SEEDED WITH
FESCUE BLEND OR MULCHED AS NOTED ON PLAN.
42. ALL PLANTS, MATERIALS, PLANTING AND SEEDING ACTIVITIES SHALL CONFORM TO LANDSCAPE
INDUSTRY STANDARDS. COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST
EDITION OF "AMERICAN STANDARD OF NURSERY STOCK". PROVIDE STOCK TRUE TO BOTANICAL
NAME AND LEGIBLY TAGGED.
43. STOCKPILE LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT.
44. KEEP PLANT SPECIES MOIST AND SHADED UNTIL INSTALLATION. DO NOT LEAVE IN THE SUN OR
LET PLANTS DRY OUT. SATURATE PLANTS AFTER INSTALLATION. PLANTS SHALL NOT BE
DELIVERED ON -SITE PRIOR TO 5 DAYS BEFORE INSTALLATION.
45. DIG, PACK, TRANSPORT AND HANDLE ALL PLANTS WITH CARE TO ENSURE PROTECTION FROM
INJURY. STORE PLANTS IN THE MANNER NECESSARY TO ACCOMMODATE THEIR
HORTICULTURAL REQUIREMENTS. HEEL -IN PLANTS IF NECESSARY TO PROTECT ROOT BALLS
AND KEEP FROM DRYING OUT.
46. ALL PLANTS TO BE INSPECTED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. IF ANY
PLANTS ARE IN POOR CONDITION, UNHEALTHY LOOKING, DISEASED, OR DYING THE
CONTRACTOR WILL REPLACE AS REQUESTED BY LANDSCAPE ARCHITECT OR THE OWNER.
47. DURING INSTALLATION, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY
CONDITIONS WHICH MAY BE HARMFUL TO PLANT LIFE, SUCH AS HAZARDOUS MATERIALS, ETC.
LANDSCAPE ARCHITECT SHALL MAKE RECOMMENDATIONS TO ADDRESS THE SPECIFIC
SITUATION.
48. CONTRACTOR TO REMOVE ALL STONES OVER 1" IN DIA. AND ALL CONSTRUCTION DEBRIS
INCLUDING GRAVEL, CONCRETE, ROOTS, AND OTHER MATERIAL THAT MAY BE HARMFUL OR
PREVENT PROPER ESTABLISHMENT AND OR MAINTENANCE OF PLANTING AREAS.
49. IN AREAS WHERE CONSTRUCTION MATERIAL IS EMBEDDED IN THE SOIL, CONTRACTOR SHALL
REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND ADD FILL WITH CLEAN, WEED -FREE
PLANTING SOIL.
50. LARGE MATURING TREES SHALL NOT BE PLANTED UNDER OVERHEAD POWER LINES OR WITHIN
SEWER RIGHTS -OF -WAY. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO RESOLVE
ANY ISSUES BEFORE PLANTING.
51. FOR ALL B&B TREES, ROOT BALL SHALL REMAIN MOIST AT ALL TIMES AND SHOULD RETAIN
SHAPE WHEN REMOVING TOP 1/2 -2/3 OF WIRE BASKET FOR TRANSPLANTING. CONTRACTOR
SHALL REMOVE TOP 1/2 OF BURLAP FROM ROOT BALL.
52. ALL PLANTINGS TO BE WATERED AFTER PLANTING IMMEDIATELY (SAME DAY) AND TO BE
CONTINUED TO BE WATERED REGULARLY (2X A DAY) UNTIL CONSTRUCTION IS COMPLETE .
53. ALL CONTAINER, B&B TREES AND SHRUBS TO BE GUARANTEED FOR 1 YEAR (MINIMUM).
54. ALL MULCH TO BE DOUBLE GROUND HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED.
55. ALL PLANTING BEDS, CONTAINER TREES AND SHRUBS, AND B&B TREES TO BE MULCHED WITH
NO MORE THAN 2Y " OF MULCH.
56. ALL EXISTING AND PROPOSED TREES WITHIN LIMITS OF DISTURBANCE AND NOT CONTAINED
WITHIN A MULCHED BED ARE TO RECEIVE A 5' DIAMETER CIRCLE OF MULCH.
57. AREAS UNDER EXISTING TREE DRIPLINES ARE NOT TO BE TILLED.
58. ALL PLANT LOCATIONS TO BE APPROVED BY EQUINOX PRIOR TO INSTALLATION.
59. PLANTS TO BE PLANTED IN NATURALIZED DRIFTS, IN TRIANGULATED PATTERNS TO
BLEND INTO NATURAL SETTINGS. TYPICALLY TREES AND SHRUBS CAN BE PLANTED ON
10' O.C. (ON CENTERS, TYP.) PLANTS TO BE PLANTED IN GROUPS OF 1, 3, 5, 7, 9, AND 11,
TYPICAL.
60. PLANTINGS CAN BE A VARIETY OF TREE AND SHRUB MATERIALS, INCLUDING
CONTAINERS AND BALL & BURLAP - SEE PLANTING DETAILS FOR INSTALLATION
PROCEDURES.
61. MAINTENANCE: PRUNE UP TREES FOR CLEARANCE AT 6'0" TYPICAL.
62. IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE PLAN
AND THE QUANTITIES IN THE PLANT SCHEDULE USE THE HIGHER NUMBER OF PLANTS.
IF THIS OCCURS NOTIFY THE PROJECT LANDSCAPE ARCHITECT, EQUINOX.
UNIVERSAL ACCESS TRAIL GUIDELINES:
63. ADA ACCESS TO RECREATION AREAS (FISHING PIER)
• CLEAR TREAD WIDTH: 60 INCH MINIMUM
• CROSS SLOPE: NO MORE THAN 1.9%
• RUNNING SLOPE (TRAIL GRADE) MEETS ONE OR MORE OF THE FOLLOWING:
-5% OR LESS FOR ANY DISTANCE.
-UP TO 8.33% FOR 80' MAX. RESTING INTERVALS NO MORE THAN 50' APART.
• NO MORE THAN 30% OF THE TOTAL TRAIL LENGTH MAY EXCEED A RUNNING SLOPE OF 1:12.
• SIGNS: SHALL BE PROVIDED INDICATING THE LENGTH OF THE ACCESSIBLE TRAIL SEGMENT.
• THE MAXIMUM SLOPE OF A RAMP IS 1:12, THE MAXIMUM RISE FOR ANY RUN IS 30 INCHES, AND
THE MINIMUM CLEAR WIDTH OFA RAMP IS 36 INCHES.
• LEVEL LANDINGS ARE ALSO REQUIRED AT TOP AND BOTTOM OF EACH RAMP RUN.
NATURAL SURFACE TRAILS:
• SEE SPECIFICATIONS PACKAGE
61. GENERALADAGUIDELINES:
HAND RAILING NOTES:
• HANDRAILS ARE REQUIRED ON RAMPS THAT RISE MORE THAN 6 INCHES OR ARE LONGER THAN
72 INCHES. HANDRAILS MUST BE BETWEEN 34 INCHES AND 38 INCHES ABOVE THE WALKING
SURFACE AND BE EASY TO GRIP.
• HANDRAILS REQUIRED ON ALL STAIRS THAT EXCEED 3 RISERS.
• SEE DETAIL 3 ON SHEET L6.2 FOR HANDRAIL
SAFETY RAILING NOTES:
• SAFETY RAILING (ALSO KNOW AS "GUARDS") SHALL BE LOCATED ALONG OPEN -SIDED WALKING
SURFACES, RAMPS, AND LANDINGS WHICH ARE LOCATED MORE THAN 30 INCHES ABOVE THE
FLOOR OR GRADE AT ANY POINT WITHIN 36 INCHES OF THE EDGE OF THE SURFACE.
• SAFETY RAILINGS SHALL FORM A PROTECTIVE BARRIER NOT LESS THAN 42 INCHES IN HEIGHT.
• OPENINGS IN THE RAILING SHALL BE THAT A 4 INCHES DIAMETER SPHERE CANNOT PASS
THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. FROM A HEIGHT OF 34 INCHES TO 42
INCHES ABOVE THE ADJACENT WALKING SURFACES, A SPHERE 8 INCHES IN DIAMETER SHALL
NOT PASS. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF
A 2 INCH -DIAMETER SPHERE. THIS NOTE SUPERSEDES ANYTHING SHOWN IN THE DETAILS OR
ON THE DRAWINGS (NC BUILDING CODE 1013 AND INTERNATIONAL BUILDING CODE SECTION
1003.2.12).
• SEE DETAIL 2 ON SHEET L6.10 FOR SAFETY RAIL.
SOURCE: ADA "ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" & "ACCESSIBILITY
GUIDELINES FOR OUTDOOR DEVELOPED AREAS"
EROSION CONTROL MEASURES:
1. THOROUGHLY REVIEW THE SEDIMENT AND EROSION CONTROL PLAN, ADDING EXTRA
PROTECTION ALONG THE LAKE AND NEAR STREAMS (I.E. DOUBLE ROW SILT FENCE).
2. CONTRACTOR TO FINE GRADE AND ADD EROSION CONTROL MATTING AND NATURAL SITE
DEBRIS AT ACCESS AREAS USED BY GEOTECHNICAL ENGINEERS FOR BORING SITES.
3. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE
SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN
NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED
BELOW.
4. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND
CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.
5. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND
EARTH -DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION
MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.
6. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR
WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN
INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE
NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48
HOURS OF IDENTIFICATION. IF THIS OCCURS, NOTIFY LANDSCAPE ARCHITECT.
7. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL
SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED,
GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION.
FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF
WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE
ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
8. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED
DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE
AND THE SITE IS STABILIZED.
9. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO
PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE
CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
10. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT
SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
11. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE
CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL
AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND
ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE
AND ALL WOS.
12. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT
POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND
CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED
FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
13. A COPY OF THE INSPECTION RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE
CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS
HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE
THAT FINAL STABILIZATION IS REACHED.
14. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER)
WHERE LAND -DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND
WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS.
15. MINIMIZE SOIL COMPACTION AND, UNLESS UNFEASIBLE, PRESERVE TOPSOIL.
16. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL
WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT
BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR
TO DISCHARGE.
17. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED
AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMP'S (SEDIMENT
BASIN, FILTER BAG, ETC).
18. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
18.1. WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE
CONTROL;
18.2. WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS,
CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS;
18.3. FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND
MAINTENANCE; AND
18.4. SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.
19. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS ARE EXPECTED TO BE CONDUCTED AT
A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL
STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE.
,--0*1
---..............
EQUIN
OX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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DESIGN BY:
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CHECKED BY:
1.1,
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0
REVISIONS
I
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright©2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
INDEX & NOTES
0 •
1
38

CERTIFICATE OF SURVEY
AND
ACCURACY
PHILLIP B. KEE
I, CERTIFY
WAS DRAWN UNDER MY SUPERVISION FRO
SURVEY MADE UNDER MY SUPERVISIO
RECORDED IN DEED BOOK: _518 PAG
RATIO OF PRECISION OF THE SURV
WAS ONE PART IN __1:10,000_ AS
LATITUDES AND DEPARTURES, AT
THE SPECIFICATIONS FOR TOP
STATED IN TITLE 21, CHAPTE
THIS MAP WAS NOT PREPAR
47-30, AS AMENDED AND DO
OFFICIAL BOUNDARY SUR
SIGNATURE, REGISTRATI
21ST DAY OF MARC
OFFICIAL SE 4(
LAT
ACTUAL
SCRIPTION
: THAT THE
RE ADJUSTMENT
LATED BY
HIS MAP MEETS
C SURVEYS AS
TION .1606; THAT
ORDANCE WITH G.S.
T REPRESENT AN
ESS MY ORIGINAL
, AND SEAL THIS THE
, 2014.
THIS DOCUMENT IS NOT VALID
UNLESS SIGNED AND SEALED.
PHILLIP B. KEE, PLS NC-4647
ELEVATION DATUM: NAVD 88
CONTOUR INTEVAL: I FOOT
REFER TO MCDOWELL COUNTY ZONING & THE
LAKE JAMES PROTECTION ORDINANCES FOR
INFORMATION ON SETBACKS, BUILDING
RESTRICTIONS, ETC..
�.
J
El
MICHAEL JAMES LUCAS $ WIFE,
JILL R. LUCAS
PIN: 17 I I -0447
DB: 665 PG: 247
FOR INFORMATIONAL AND DESIGN
PURPOSES ONLY. IT SHOULD NOT BE USED
FOR CONVEYANCE OR LEGAL PURPOSES.
LEGEND:
PHASE OUTLINE
LIDAR TOPO AREA
TIE LINE ONLY
ADJOINING DEED LINES
MINOR CONTOUR
MAJOR CONTOUR
CENTERLINE OF CREEK
WATER
OLD SOIL ROADBED/PATH
ASPHALT
CONCRETE MONUMENT
CONTROL POINT BENCHMARK
(REBAR SET W/ CONTROL CAP)
NOT TO SCALE (NTS)
DECIDUOUS TREE
CONIFEROUS TREE
N.A.D.
NAVD
SPC
NGS
CF:
DB:
PG:
INV
ELEV
RCP
CPP
CMP
18" CMP
INV IN= 1364.8'
INV OUT= 1355.2'
NORTH AMERICAN DATUM 1983
NORTH AMERICAN VERTICAL DATUM
STATE PLANE COORDINATES
NATIONAL GEODETIC SURVEY
COMBINED FACTOR
DEED BOOK
PAGE
INVERT
ELEVATION
REINFORCED CONCRETE PIPE
CORRUGATED PLASTIC PIPE
CORRUGATED METAL PIPE
•
•
•
DEANA ANETTE MARSH
CATHERINE ANN BATEY
\PIN: 17 14-9 1 -03 1 7
DB: 865 PG: 56
18 CMP
INV IN= 1 333.0'
INV OUT= 1 327.5'
1 2" CPI'
INV IN= 1 268.4'
INV OUT= 1 268.3
1 2" CPP
INV IN= 1268.4
INV OUT= 1 267.7'
1 2" CPI'
INV IN= 1 23 I .0'
INV OUT= 1 241 .8'
NAD 83(20I I) SPC'S:
NGS STATION: "BARGAIN"
EPOCH DATE: 20 I 0 GEOID: 1 2A
N: 727436. 1 9'
E: 1 099227.53'
ELEV: 1230.5' NAVD 88
RIPRAP
CONCRETE AREA
24" RCP
INV IN= 1230.0'
INV OUT= 1208.8
CONTROL CORNER (501)
N: 740523. 17'
E: 1 I 1 9502.38'
ELEV: 1 229.7'
,ectgizo.
$66i0.,e>
4.45
w_,N.i,reut•Iu
0'
120'
GRID NORTH
NAD 83 (20 1 1)
240'
360'
ONE INCH =ONE -HUNDRED TWENTY FEET
CONTROL CORNER (502)
NAD 83(20 1 1) SPC'S:
N: 740469.77'
E: III 9696.221
ELEV: 12 1 1 .7'
A TOPOGRAPHIC SURVEY FOR:
DUKE POWER
CORPORATION
MAILING ADDRESS: P.O. BOX 1007 CHARLOTTE, NC 28201
CURRENT OWNERS LISTED AS: DUKE POWER COMPANY
PARCEL IDENTIFICATION #: 1 71 3-89- 6460
SITE ADDRESS: LAKE JAMES ROAD, MARION NC, 28752
DEED REFERENCE: BOOK: 518 PAGE: 217
MARION & NEBO TOWNSHIP, MCDOWELL COUNTY, NORTH CAROLINA
SURVEY CREW: NH, KP, DD, CB
1 i _
DRAWN BY: EC
SURVEY DATE(S): 01/09/14-03/17/14
SHEET SIZE: 24 "X36 "
LAKE JAMES
BLACK BEAK COV
WATER ELEVATION
196.31 (NAVD 88)
f
SHEET #: 1 OF 1
CHK BY: PBK
JOB #1312111
SCALE: 1 "=120'
P.O. Hox 2566
Asheville, NC 28802
[phone]
www.keemap.com
License # C-3039
SUKVEYOIS NOTES:
1. ALL DISTANCES ARE GROUND MEASUREMENTS IN
US SURVEY FEET UNLESS OTHERWISE NOTED.
2. AREAS CALCULATED BY THE COORDINATE METHOD.
3. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHT OF
WAYS AND RESTRICTIONS THAT ARE RECORDED,
UNRECORDED, WRITTEN AND UNWRITTEN.
4. MCDOWELL COUNTY GIS WEBSITE USED TO IDENTIFY
ADJOINING PROPERTY OWNERS AND ZONING DISTRICT.
5. THE PROFESSIONAL SURVEYOR HAS MADE NO
INVESTIGATION OR INDEPENDENT SEARCH FOR
EASEMENTS, RIGHT OF WAYS, ENCUMBRANCES,
RESTRICTIVE COVENANTS, CORRECT OWNERSHIP
OR ANY OTHER FACTS THAT AN ACCURATE AND
CURRENT TITLE SEARCH MAY DISCLOSE. A NC
LICENSED ATTORNEY SHOULD BE CONSULTED.
6. BY GRAPHIC DETERMINATION, A PORTION OF THE
SUBJECT PROPERTY APPEARS TO LIE WITHIN (ZONE
AE) AS DETERMINED BY THE F.E.M.A. MAP#'s
3710171300J & 3710171400J DATED 10/02/08.
7. GRID COORDINATES AND BEARINGS WERE DERIVED
FROM GLOBAL POSITIONING SYSTEM OBSERVATIONS
THAT WERE OBSERVED ON (01/09/14) AND WERE
PERFORMED TO THE GEOSPATIAL POSITIONING
ACCURACY STANDARDS (CLASS A HORIZONTAL AND
CLASS C VERTICAL); AT THE 95% CONFIDENCE
LEVEL USING GPS L1 STATIC OBSERVATIONS WITH
MAGELLAN PROMARK3 RECEIVERS.
8. UTILITIES WERE LOCATED BASED ON VISIBLE ABOVE
GROUND STRUCTURES, THEREFORE THE LOCATION OF
UNDERGROUND UTILITIES ARE APPROXIMATE OR MAY
BE PRESENT AND NOT SHOWN HEREON. CALL
1-800-632-4949 BEFORE DIGGING.
9. ACTUAL LAKE ELEVATION WAS DETERMINED ON
01/14/14 AT 96.5 FEET ACCORDING TO
WWW.DUKE-ENERGY.COM/LAKES. LEVELS ARE
EXPRESSED IN FEET IN RELATION TO FULL POND,
WHERE FULL POND IS 100 FEET, WHICH IS EQUIVALENT
TO 1200.0 FEET (MEAN SEA LEVEL).
,174
.1,
.11%111161,
---.............. _
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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* ;~ 1542 �• *=
NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
Q
0
IREVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright ©2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
SURVEY
0 • 2
39

WATERSHED DELINEATION MAP
(DRAINAGE PATTERNS)
CATAWBA RIVER (LAKE JAMES)
CLASS WS-V,B
\ \
\\.
_ - -
EXHIBIT B: SUB -BASIN SCHEMATIC DIAGRAM
PIPE AND
DIRECTION OF FLOW
DRAINAGE PATTERN
SUB -BASIN DELINIATION
\ \
\ \
\ \ \ \ \
40
INFILTRATION BASIN -
STEP POOLS (SCM 1)
DAY USE
AREA
INFILTRATION BASIN -
STEP POOLS (SCM 2)
INFILTRATION BASIN -
STEP POOLS (SCM 3)
INFILTRATION BASIN -
STEP POOLS (SCM 5)
EXHIBIT A: EXISTING DRAINAGE PATTERN
_Aquir---4
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EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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1/1///.00\\\
NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
1—
c
IREVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
copyright@ 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
SITE
DRAINAGE
0 • 3

APPROXIMATE
LOCATION OF
GEOTECH
DISTURBANCE
STREAM
CROSSING
ENTRANCE
EXISTING ASPHALT
BOAT RAMP
-
rfc, -
CAMPGROUND
AREA
1/
_�--^_
RESURFACE
EXISTING
BOAT RAMP
— � LAKE JAMES
i
DAY USE
PICNIC SHELTER
-
i
APPROXIMATE LOCATION OF
GEOTECH DISTURBANCE; PLANT W/
10-13 TREES, SUCH AS WHITE PINE
(PINUS STROBUS), AND MULCH W/
LEAF LITTER OR PINE STRAW.
LEGEND
EXISTING CONTOURS (1' INT.)
STREAM CENTERLINE
LAKE / WATER EDGE
LIMITS OF DISTURBANCE
GEO-TECH DISTURBANCE
x TREE TO BE DEMOLISHED
OTREE TO BE PROTECTED
SITE PREPARATION
ALL PROJECT ACTIVITY SHALL BE CONFINED TO THE AREA WITHIN THE LIMITS
OF DISTURBANCE (21.20 ACRES).
DEMOLITION/CLEARING/GRUBBING SHALL OCCUR IN ACCORDANCE WITH
CONSTRUCTION SEQUENCING NOTED ON EROSION CONTROL. SEE EC SHEETS
FOR CONSTRUCTION SEQUENCING.
ONLY CLEAR WHAT IS NECESSARY FOR THE INSTALLATION OF PERIMETER EC
MEASURES AND CONSTRUCTION ENTRANCE FIRST.
WORK TASKS:
• ESTABLISH CONSTRUCTION ACCESS, STAGING AREAS, & BORROW/WASTE
DISPOSAL AREAS
• TREE PROTECTION TO BE INSTALLED PRIOR TO ANY CONSTRUCTION IN
GENERAL VICINITY OF 'EXISTING TREES TO REMAIN'
• INSTALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING SILT
FENCING AS NOTED ON PLAN
• DEMOLISH EXISTING FEATURES INDICATED ON THIS PLAN; CLEAR & GRUB
SITE
• DURING INITIAL SITE DISTURBING ACTIVITIES ABOVE, CLEAR ALL INVASIVE
TREES, SHRUBS, AND VINES. ALL REMOVED INVASIVE VEGETATION SHALL
BE DISPOSED OF IN SUCH A WAY TO PREVENT GROWTH AT A DISPOSAL
LOCATION OFF SITE.
• REMOVE ALL DOWNED TREES. USE FELLED LOGS IN THE FOLLOWING
MANNER ON SITE:
1. GOOD QUALITY LARGE TRUNK LOGS (18n-24" IN DIAMETER) SHALL BE
CUT INTO LENGTHS OF 8' -10' AND USED AS INFORMAL BENCHES
BETWEEN THE DAY USE PARKING AND THE LAKE.
2. TREES OF LESSER QUALITY OR SMALLER DIAMETER THAN
MENTIONED ABOVE, SHOULD BE USED IN THE AREA DISTURBED BY
THE GEOTECHNICAL ENGINEER DURING THE BORING PROCESS. THIS
WOODY DEBRIS OR 'SLASH' FROM CLEARING SHOULD BE SCATTERED
IN A CRISSCROSSED MANNER SUCH THAT THESE SENSITIVE AREAS
WILL BENEFIT FROM STABILIZATION UNTIL VEGETATION CAN
RE-ESTABLISH AND CONTINUE TO KEEP SOIL INTACT.
• OTHER AREAS USED BY GEOTECHNICAL ENGINEER TO ACCESS BORINGS
SHALL BE REVIEWED FURTHER FOR APPROPRIATE VEGETATION FOR
RE-ESTABLISHMENT. CONSULT W/ LANDSCAPE ARCHITECT.
• DECOMMISSION SECTIONS OF OLD LOGGING ROADS ADJACENT TO
NEWLY CONSTRUCTED TRAILS TO PREVENT USE AND TO AID IN THE
ESTABLISHMENT OF THE MAIN TRAIL SYSTEM
• CLEAR ALL EXCESS AND OVERGROWN VEGETATION
• LIMB UP ALL TREES 10-15 FROM THE GROUND BETWEEN THE PICNIC
SHELTER AND THE LAKE
• CENTERLINE STAKE THE ROADS AND CORNERS OF BUILT STRUCTURES
PRIOR TO CONSTRUCTION FOR REVIEW AND APPROVAL BY LANDSCAPE
ARCHITECT
• AFTER ROADS ARE CUT IN NOTIFY LANDSCAPE ARCHITECT SO THEY CAN
FIELD ADJUST ANY CAMPSITES AS NEEDED
• CLEAN UP LITTER ALONG LAKE EDGE
• ROUGH GRADING
• BANK STABILIZATION
• TIMELY APPLICATION OF TEMPORARY/PERMANENT SEEDING AS
NECESSARY TO STABILIZE DISTURBED SOILS (SEE SHEET EC4.2)
• EXISTING BOAT RAMP TO BE RE-PAVED/RE-SURFACED AS PART OF THIS
PROJECT.
Know what's below.
CaII before you dig.
.1111-17.-441
ittp.
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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DESIGN BY:
DRAWN BY:
CHECKED BY:
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IREVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright ©2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
SITE PREPARATION
• 0
41

PICNIC SITES
POTENTIAL FUTURE CABIN
LOCATION (13x13)
POTENTIAL DRAIN FIELD AREA
POTENTIAL
WELL LOCATION
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Black Bear Access Area, Lake James
6514 Lake James Road
Marion, NC 28752
Latitude: 35.746326° N
Longitude: -81.970221° W
FERC Project No. 2232
Approximately 164 acres
Total disturbance area is 21.70 acres
Full pond elevation is 100.00 (equivalent MSL
Elevation is 1,200'). The actual water elevation
will vary.
All aspects of work shall be performed in
accordance with all applicable local, state, and
federal regulations pertaining to worker safety.
Ground surface shall be shaped to provide
positive drainage.
PICNIC
SHELTER
VAULT TOILET, ADA PARKING,
AND TRASH PAD
42
IMPROVE EXISTING
TRAIL, TYP (FONTA
FLORA CONNECTOR)
STAIRS
ADA TRAIL
Know what's below.
Call before you dig.
.0014
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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DESIGN BY:
DRAWN BY:
CHECKED BY:
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REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
copyright@ 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
OVERALL
SITE PLAN
2•0

LEGEND
PROPOSED ROAD
TRAILS
CAMP SITES
PICNIC SITES
POTENTIAL FUTURE CABIN
LOCATION (13x13)
EXISTING CONTOURS (1' INT.)
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE / WATER EDGE
LIMITS OF DISTURBANCE
FUTURE FONTA FLORA TRAIL,
TIE-IN LOCATION
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EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
1-
0
REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright©2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
TRAILS PLAN
2•1
43

LEGEND
1230---- EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
•
CAMPSITES
PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
CZD LAKE/WATER EDGE
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CaII before you dig.
SCALE 1" = 120'
120 240 360
EQUINOX
Asheville,
37
Haywood
t 828.253.6856
f 828.253.8256
4
St.
Suite 100
NC 28801
SEAL
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DESIGN BY:
DRAWN BY:
CHECKED BY:
w
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REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright ©2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
OVERALL
LAYOUT &
MATERIALS PLAN
3 • 0
44

map
AMORED I
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AFAOR UP IDES
ULVBRT W/\3"-20* FOU
ROIVIvSITE cR CLASS B RIP
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TION, TYP.;
AROUND
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TR
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ASPHALT PAVING, TYP.
46
CONCRETE CURB
CURB TAPER
ADA PARKING;
L6\3 NOTE: ADA SPACE
ACCOMMODATE A
TRAILER; STRIPING
APPLIED TO EXISTI
\ RESURFACED PAR
ADA REQUIRED SL
ACHEIVED
VEHICLE W/
TO BE
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OPES TO BE
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TYP.
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LEGEND
EXISTING PARKING TO BE
REPAVED THIS PROJECT
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
\\ LAKE/WATER EDGE
SCALE 1" = 30'
Know what's below.
Call before you dig.
_Ilapp.-4
.14001.441.1.1,41,
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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DESIGN BY:
DRAWN BY:
CHECKED BY:
w
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0
REVISIONS
-
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
LAYOUT &
MATERIALS
3•2

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ACCESS TO BOAT RAMP; _
TO BE STAKED IN FIELD
DO NOT ENTER SIGN
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TYPICAL DIRECTIONAL
SIGNAGE "ROAD
CROSSING
REGENERATIVE
STORMWATER
CONVEYANCE
SPEED TABLE
DROP INLET, TYP.
i\
LANDSCAPE
BOULDERS, TYP.
ASPHALT PAVING—,
TYP.
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t(7)
CONCRETE WHEEL STOP
CONCRETE KIOSK PAD
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i�
(1) PICNIC AREA, TYP.
47
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(7) PICNIC AREA, TYP.
Know what's below.
Call before you dig.
CONCRETE STEPS W/
HANDRAIL
' \A
8-TABLE PICNIC
SHELTER
FLARED END
SECTION, TYP.
/
NATURAL SURFACE
TRAIL, TYP.
(4) PICNIC AREA, TYP.
COMPOSITE TIMBER STEPS
CONCRETE STEPS W/ HANDRAIL
1 \ VAULT TOILET
LEGEND
---1 230--
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
0❑ PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
SCALE 1" = 30'
4
„`
---.............
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
,,,ll1111i,,,,
O•�O �1.
_* ;cn 1542 =I *_
; \`'''
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
Q
0
REVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
LAYOUT &
MATERIALS
3•3

DROP INLET, TYP.
LANDSCAPE BOULDERS TO
DETER VEHICULAR TRAFFIC
i
/
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CRUSHED GRANITE PATH
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DESIGNED Wt-O-THERS —
( SPECIFI.CA
LANDING, TYP.
SPLIT RAIL
FENCE
WAYFINDING TYPE C
/i2 /
ASPHALT PAVNG, TYP. /
////////7
CONCRETE CURB /
I
ADA PARKING /
CONCRETE PATH
(ADA ACCESSIBLE)
\\ \
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i/ i
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NATURAL SURFACE PATH
W/ COMPOSITE TIMBER
STEPS
CLASS B RIP RAP
FISHING PIER AND
ABUTMENT BY OTHERS
48
LEGEND
I ' J
Know what's below.
Call before you dig.
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
�❑ PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
SCALE 1" = 30'
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.......4v,
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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O •�O �1.
_* 1542 =I *E
O ..•. .-< Jv;
z. P.
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
Q
0
REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
LAYOUT &
MATERIALS
3•4

POTENTIAL WELL N
I n('.ATInN
LEGEND
---I 230--
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
E❑ PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
CULVERT TO OUTFALL
JUST BEFORE STREAM
GOES SUBTERRANEAN
❑n►►1111/
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ARMORED INLET PROTECTION, TYP.;
ARMORED UP SIDES & AROUND
CULVERT W/ 3"-20" FOUND STONE
FROM SITE OR CLASS 'B' RIPRAP
CULVERT W/
WINGED HEADWALL
NOTE:
BURY CULVERT 3 TO
DIAMETER OF PIPE
FIREWOOD SHED;
DETAIL PROVIDED
BY OTHERS
/ / /
TRASH, TYP.
RIP -RAP OUTLET
PROTECTION, TYP.
\ \\
NATURAL SURFACE
TRAIL, TYP.
CAMPSITE
MARKER,TYP.
49
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NATURAL SURFACE TRAIL
DESIGNED BY OTHERS
(SEE SPECIFICATIONS
FOR TRAIL PACKAGE)
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EQUINOX
I
Asheville,
4W
37
Haywood
t 828.253.6856
f 828.253.8256
St.
Suite 100
NC 28801
SEAL
illii 111II,„
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DESIGN BY:
DRAWN BY:
CHECKED BY:
w
0
REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
LAYOUT &
MATERIALS
L3.5

TYPICAL DIRECTIONAL
TRAIL SIGNAGE
\ (CAMPGROUND LOOP)
CAMPSITE TYPE S,
TYP.
COMPOSITE TIMBER
STAIRS,TYP.\
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NATURAL SURFACE
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LEGEND
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
SCALE 1" = 30'
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EQU
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N
OX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
Q
0
REVISIONS
—
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
LAYOUT &
MATERIALS
3•6

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\\\\\\ c\.,\\ ,\
�� \ \\\\
//
\ SPEED TABLE
/ / )
/8/
�l 111///
li ��i /i/i
/ / / / CAMPSITE TYPE S, TYP. i�A
713,
il
/ / /
/// // // ///
/ // // ii K \\
/ /7 ( \ Vis\--18: SPLIT RAIL FENCE
\ \\-\ f = 1 I
� I \ ATUF/R \ \�AL S__U�-FACE/ , �/�j
------ =1:7_7/0
IB �Y II\\\ToEsLGNE �/;
\ \\ S eEZ:TFI�C�Tl9 N� 7D R _/ / _�/ / �fr
\ � A11t= DACKA� �
\ \ \ \ /���___ _ _ _...._;__,,
\\ v
LEGEND
---1 230--
EXISTING CONTOURS (1' INT.)
PROPOSED ROAD
PROPOSED TRAILS
CAMPSITES
0 PICNIC SITES
CABIN LOCATION
GUARDRAIL
SPLIT RAIL FENCE
SIGN
LIMITS OF DISTURBANCE
EXISTING TREE (TO REMAIN)
STREAM CENTERLINE
LAKE/WATER EDGE
CONCRETE PATH
X.:
\\ \ \XQ N-N
\i_6. \\( \tDI
\ p�
_ 7\17r \
:� r
`�� ACCESSIBL RAMP \ �. �0
Ro„\\� L\\ \ \
r \ \\ \ \
o\ \\ \\\4-TABLE PICNIC \ X.
\ \\ .� \ \
SHELTER
�\ QVI ' \\\
°----7. / r —FL L i 1 \ \ \ k 1 \ \\\1
WAYFINDING TYPE G &
DO NOT ENTER SIGN
- DO NOT
ENTER SIGN
TRASH, TYP.
VAULTTOILET
COMPOSITE TIMBER
WALL, TYP.
\\\
\ SPLIT RAIL FENCE, TYP.
NATURAL SURFACE TRAIL BY
LANDSCAPE ARCHITECT
I //// / / / / / /// / / / ///
NOTE: TRAILS TO GENERALLY
/ MATCH LAYOUT ON PLAN,
/HOWEVER, PRIORITY IS GIVEN
�/ TO ADHERING TO
SUSTAINABLE TRAIL
GUIDELINES
N N \\ \\:\: \\\\*\:::\
NN \\\\ Ati\
\ \\A t‘
\I M\\M
\ PIPE' TYF;. \\\\\\\
PITECTIO7 \\\\\ \\\ \\\ \\\\ :\\\X:\\\‘\‘'
\SEE GRADE\I =is NN \\:\ \\\\\ :\\\\ \\\\\\\\\\\\\\\ \\\\
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-J,D4k.:1 FRI )0 _I 111 ON\CRETE WHEEL STOP, TYPK\\\
\\ v‘
0+00
% ARKI
51
\\\\%\\\A\
LANDSCAPE BOULDERS TO
DETER VEHICLE TRAFFIC \\\\
\\\ \\\ \\
\`\
\\\ \%\
N\\\\,14
\\\ LC
\\\ \%\\\\
\ \ \\\\TRAM`
LAKE JAMES
mt \him
1
1
1
LAKE JAMES
-441K4-,
iiiiii....,„„N*
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
""1111111 II,"
O7 �O �1 •
_* ;(i) 1542 z: *E
•SO• ..P. • �J,
NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
Q
0
REVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
LAYOUT &
MATERIALS
L3.7

SWALE
ADDITIONAL STORMWATER FLOW
LINES
STREAM CENTERLINE
� I 1 V I I / - - S ,�
•/ I 1 I \ 1 / /'\
1 I \ i•.. 1 - 1,,
t\
/ /
I / v1
17 1 /1 1 cI
/ I I
I 1 I
I \
I I
/J 1 "j��
lllr �li l j \ \ \ \
/ // /V// /////�11///�fIIIl111 v A A A�'V'
1 A\ 1 / / /.,// / / //// / 1111 I V A..\
1 / / / / / / / / v v v v
' v = I CAMPGROUND LOOP A '��`11
\ 1 I `•
V A A\
\ \ \ I I I it I\
\I IV 1 >;1. II `1 \
I \ \ \ \ ( I
I \ \ \ \ \ \
vv vvvI
1 I 1 I 17/ / \ \ \ \\\ \ \ \ \ \ \\ \
/ / , I / . 1 ,. \ \ \ 1 I ( \ \ \ \ \
v vv v
,`v I A v -- -- vv vv vv vv 1 11 II 11 11 1v i y `� vy v�� i vv �` • Ali
\ \ 1\ A\ '7_ ____ A\ A\ \I \
1\ 1 1111 11 \I \I r--\\\\\
V \ V1/ \
N
N
-` \ \ \ \ \I 1\ \ `I \ II 1 \ I 1 STORMWATER
A I
_ _� v ill
A --, ) I I I I I I v I 1 v TREATMENT (SCM 6) . I 1
I I \I I \V 1111 II 1 11 II I \\ V A v ��\ ii / A \ \ i,11�
/ \ \ \ \
,� \ 1 _.0,,\,. .\\ ,... \ I)
�j\{�� fij1
c` 1 A A 1 1 A I\
vvvA1 I I I I I I, I \I 11 1 \\ 1\ \I I\I III 111 11 111 III 11 I \y ,,. A // / \ v v a l
--v VIll I11I11;1 I A V A 1 `\ \ I I 1 A V A A\ �v vv"�v_ �� - / I. v 1 ' �..
I I 11 1 �.7
/ / / I v_ ill I 1 11 \1 v `vvv CAMPGROUND LOOP B ti / ,'/' v_��__•�\.
v vv v v v (SEE SHEETS L4.04-4.06) 1 / / ( (/ / v vvv` /7////// /
I I I , 1 I 1 11 1 Av ����v vvv vA\vv A vv N v\ V A I ��� ,z V__-- /iii////i I
I 1 1 I I I N. v V A A \ V A
_, w v , - - y /
1' I I I I v
I • IIIII\UI IA, I II I
, II 11\IIIII II I sa.l , / \ \ \
1\ \V A //1,'11\\ (SEE SHEETS L4.03-4.04)
I. v v, v v, �v v v
1 V A lA A A\-. \ \ A/\vA\V /'' vv A A \
\ \ \ A V A AAV A v�/ /'�V A / A A A
\ \ \ \ \ \
l 1 A AI 11 II I. I/ / \ \ \ \I \\ \\ \v
I I 1 I , ''/ // \ A I A 1 v
II I\ \ I I I I
1 '-1`!�� A AIe \.AVA -
Tv�v v A 1Av // j :•
_
J
1 II/ QI� \ii/� � l_ -- --' \ NN
-
_
TN-
�♦ _ �/' ii/ ) \ V vV ..,,,,\ I 1 �� \ _ A v vv v v� v A V �v v v �v
A A ) ,:1 1, I/ -TT -�� _ 1 e �v 'V A ' � _ V \ \ ,'� V A V A,
---‘-r-----a- ''-i--.1=---- ..).- - : '-:
i' vvv / v �/ I N
__,_:' - -,--- - 2
III 'lllu l ,' _: i ? �\ �� �\ ��_\� \\� 1 1...,,\\� �N.� \ \\� _ /''' / i I I I 1 1 \ 1 I \ \ \
�I 1 �I / / /' `� vAV AVAA ��t/ VA V A 1 '/ I A \ N. �� / „ A A V A 1
lif il
�"�\ 1 II\��/// �� yvvy� �� ���� IAA i I 1 �_ �v vv
�� �`� � � =� v v v vv vvv v v �A .V v v A 1 / A I v v � v v V v A V`1 V �ilii'�\�i. I�
AT
�� « j ' �'� ���� wv v v Av A A v VA vv �v �v �A VA AAA y1T
1 / ' �'� \ 2 - AR
�����'� ��� vy y v vv\v vA \ \ \AVA1 A -- 7 / \ A V A ' '
�// ✓ ���� `. �� v vvv v vv v v \ v v v ` `
�.v v �v v (SEE SHEET L4.01)
�., �% �v v vv.vvvvvvvvvv vvv vvvvvvvvvvv ° r i i, ; / 1 1
a�\A V A` A VA VAA \\ � ` /) I I 1 1 1 I /
�\. )AA\\\\\\V AA VAAVA \\VA_V A�l / I
G�1 77CC ��� v v v v v v v v v v v vvv v I v v , v v
� ��..ahv v vvv v v vvvvvvv vvvv w. v V A A 1
�►��l y\ vvvvvv vv vvvvv vvv & v" v2 ''
STORMWATER
VA V/�•AAv�.\\V�
VA \ V I 1 A / \ \
VAS / I 1 I VAA\ \\ \AA \
I 1\\ \ \ \ \ \\ \
11 liii('il 11\ 1 \\\\ \\ \ ��
\ 1 \ \ \
AI\VIIV A A \ V VA \
\ \ \\\.\ \
�\ \\\.\ \\\\
vvv vvvv v
�\\\\,��vv y�vvyvv
_ vv`y Nv `vv vvv
1vv v v\ vNy N v �y v `Vvv vv Av v
vv v v v vv vv vv v
vv v�vyvvyv�vvvvA
A v
STORMWATER
Iv vv` vvy` `‘ TREATMENT (SCM 1)N-<-,\N-7.
/ / 1 \, A, A V A, � vN A v
1' 1'/ 1 1 1 1
�11 I I 1 1' I I I,, /C
I I / 1 i I I;IlIiiIi
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1 I; I I 1 1 I�II I,I f
1 I\ \A I I I II 1 1 1 1
/
�vvA 111 1I1I I I
vvvvvvIIIIII11
\\\\\
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1 1 I I V / / 1 11 \ \ \
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11
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,/- �\\11j1111\I\\II\\ 1
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1j1\ 1
--_--, I I I \\ 1 I
II \ \ A\ i�
1 \ \ \
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II
1
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// - I- 1-17- -1
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/ / / / / /(ASIP1Iip L,T) I I \'
/ 1 / / I/ I I
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I I I I 1_/ I I I
I I 1 rl \ 7_T--i_----1--�
OUTFALL STORAGE SIDE
SCM ID TYPE DEPTH ELEVATION VOLUME SLOPES
SCM 1
Infilt. basin (drop pools)
9"
Varies
198
4:1
SCM 2
Infilt. basin (drop pools)
9-12"
Varies
129
4:1
SCM 3
Infilt. basin (drop pools)
9-12"
Varies
435
4:1
SCM 4
Bioretention
8"
1218.9
572
10:1
SCM 5
Infilt. basin (drop pools)
12-15"
Varies
647
4:1
SCM 6
Bioretention
6"
1289.6
341
10:1
vvv \ \ TREATMENT
\ 1
vv v
�\ ` '
A A v v v. v v v v v
\ l I I � I�
52
CONVEYANCE BOTTOM DITCH CHANNEL SURFACE
ID TYPE LENGTH (FT.) HIGH ELEV LOW ELEV SLOPE WIDTH (Ft.) DEPTH (In.) LINING TREATMENT
A
SWALE
211
1313
1291
10.4%
2
12
S75BN
GRASS
B
SWALE
101
1290
1285
5.0%
3.5
6
S75BN
GRASS
C
SWALE
164
1289
1285
2.4%
1
12
S75BN
GRASS
D
SWALE
245
1289
1283
2.4%
1
12
S75BN
GRASS
E
SWALE
165
1288
1284
2.4%
1
12
S75BN
GRASS
F
SWALE
60
1284
1282.5
2.5%
1
12
S75BN
GRASS
G
SWALE
105
1284
1276
7.6%
1
12
S75BN
GRASS
H
SWALE
213
1277
1265
5.6%
1
12
S75BN
GRASS
I
SWALE
138
1266
1263
2.2%
1
12
S75BN
GRASS
J
SWALE
120
1263
1253
8.3%
1
12
S75BN
GRASS
1<
SWALE
69
1256
1253
4.3%
1
12
S75BN
GRASS
L
SWALE
113
1256
1246
8.8%
1
12
S75BN
GRASS
M
SWALE
97
1246
1241
5.2%
1
12
S75BN
GRASS
N
SWALE
283
1240.9
1232
3.1%
1
12
S75BN
GRASS
O
SWALE
143
1236
1232
2.8%
1
12
S75BN
GRASS
P
SWALE
100
1234
1228
6.0%
1
12
S75BN
GRASS
Q
SWALE
146
1228
1220
5.5%
1
12
S75BN
GRASS
R
SWALE
180
1220
1207
7.2%
1
12
S75BN
GRASS
S
SWALE
109
1211
1202
8.3%
1
12
S75BN
GRASS
S-1
SWALE
38
1202
1199
7.9%
1
12
S75BN
GRASS
S-2
SWALE
26
1201
1199
7.7%
1
12
S75BN
GRASS
T
SWALE
63
1228
1223
7.9%
3
6
S75BN
GRASS
U
SWALE
78
1223.5
1220
4.5%
2.5
4
S75BN
GRASS
V
SWALE
175
1223
1210
7.4%
2
9
S75BN
GRASS
W
SWALE
140
1214
1209
3.6%
2
6
S75BN
GRASS
X
SWALE
38
1217.5
1215
6.6%
2
4
S75BN
GRASS
Y
SWALE
69
1229
1224
7.2%
2
9
S75BN
GRASS
Y-1
SWALE
26
1237
1233
15.4%
4
12
S75BN
GRASS
Z
SWALE
39
1289
1286
7.7%
1
12
S75BN
GRASS
AA
SWALE
240
1285
1264
8.8%
2
12
C125BN
GRASS
BB
SWALE
170
1264
1250
8.2%
1
12
C125BN
GRASS
CC
SWALE
120
1249
1241
6.7%
1
12
S75BN
GRASS
INTENTIONALLY LEFT BLANK
EE
SWALE
231
1267
1241
11.3%
2
12
C125BN
GRASS
FF
SWALE
163
1267
1241
16.0%
1
12
C125BN
GRASS
GG
SWALE
98
1267
1263
4.1%
4
9
S75BN
GRASS
HH
SWALE
113
1275
1267
7.1%
2
4
S75BN
GRASS
II
SWALE
94
1276
1274
2.1%
1
9
S75BN
GRASS
JJ
SWALE
68
1280
1275
7.4%
1
6
S75BN
GRASS
1<1<
SWALE
88
1300
1290
11.4%
1
4
S75BN
GRASS
LL
SWALE
210
1309
1295
6.7%
1
4
S75BN
GRASS
MM
SWALE
207
1309
1292
8.2%
1
4
S75BN
GRASS
NN
SWALE
156
1306
1290
10.3%
1
4
S75BN
GRASS
00
SWALE
47
1293
1290
6.4%
1
4
S75BN
GRASS
PP
SWALE
180
1299.5
1293
3.6%
1
4
S75BN
GRASS
QQ
SWALE
97
1299.5
1296.5
3.1%
1
4
S75BN
GRASS
QQ-2
SWALE
195
1297.5
1292
2.8%
1
4
S75BN
GRASS
RR
SWALE
76
1298
1292
7.9%
1
6
S75BN
GRASS
SS
SWALE
129
1272
1267
3.9%
1
4
S75BN
GRASS
STRUCTURE ID TYPE RIM INV IN INV OUT SIZE (In.)
PIPE 1
HDPE (smooth)
NA
1289.2
1283.5
15"
PIPE 2
HDPE (smooth)
NA
1282.9
1279.5
18"
PIPE 3
HDPE (smooth)
NA
1280.8
1278.8
15"
PIPE4
HDPE(smooth)
NA
1273.5
1272.8
15"
PIPE 5
HDPE (smooth)
NA
1260.9
1260.0
15"
PIPE 6
HDPE (smooth)
NA
1250.9
1246.9
15"
PIPE 7
HDPE (smooth)
NA
1244.1
1240.9
15"
PIPE 8
HDPE (smooth)
NA
1237.2
1236.5
15"
PIPE 9
HDPE (smooth)
NA
1229.8
1227.8
18"
PIPE 9-1
HDPE (smooth)
NA
1224.1
1223.5
15"
PIPE 9-2
HDPE (smooth)
NA
1214.1
1213.6
15"
PIPE 9-3
HDPE (smooth)
NA
1200.9
1200.7
15"
PIPE 10
HDPE (smooth)
NA
1228.1
1226.1
24"
PIPE 10-1
HDPE (smooth)
NA
1228.1
1226.1
15"
PIPE 11
HDPE (smooth)
NA
1283.8
1281.9
15"
PIPE 12
HDPE (smooth)
NA
1262.3
1258.9
18"
PIPE 13
HDPE (smooth)
NA
1247.6
1231.9
15"
PIPE 14
CMP
NA
1234.7
1230.9
72"
PIPE 15
HDPE (smooth)
NA
1261.1
1261.9
15"
PIPE 16
HDPE (smooth)
NA
1273.2
1270.9
15"
PIPE 17
HDPE (smooth)
NA
1287.2
1286.5
18"
PIPE 18
HDPE (smooth)
NA
1286.5
1285.5
18"
PIPE 19
HDPE (smooth)
NA
1288.5
1287.5
15"
PIPE 20
HDPE (smooth)
NA
1289.9
1289.3
15"
PIPE 21
HDPE (smooth)
NA
1293.1
1291.8
15"
PIPE 22
HDPE (smooth)
NA
1287.1
1286.3
18"
PIPE 22-1
HDPE (smooth)
NA
1272.5
1270.9
15"
PIPE 22-2
HDPE (smooth)
NA
1262.5
1262.2
15"
PIPE 23
HDPE (smooth)
NA
1217.9
1216.9
15"
PIPE 24
HDPE (smooth)
NA
1212.5
1212.2
15"
PIPE 25
HDPE (smooth)
NA
1212.5
1212.2
24"
DI 4
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
DI 8
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
DI 9
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
DI 10
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
DI 10-1
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
DI 17
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
DI 19
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
DI 20
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
DI 21
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
DI 22
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
JB 1
CONCRETE DROP INLET
NA
NA
24"X24"/36"X36"Xvaries
NOTE: 1) ALL OPEN PIPE INLETS TO BE ARMORED ALL THE WAY
AROUND THE PIPE AT THE SLOPE WITH CLASS A. 2) ALL OPEN
PIPE OUTFALLS TO BE ARMORED ALL AROUND PIPE AT SLOPE
WITH CLASS A RIP RAP IN ADDITION TO PIPE OUTFALL
PROTECTION (SEE DETAILS).
,..
EQUINOX
.
Asheville,
. . , 411*411S4
37
Haywood
t 828.253.6856
f 828.253.8256
1 1 11- " 7:4
St.
Suite 100
NC 28801
SEAL
owliIlIIS,,,
,,•`U C A f? ",,,
jL :�PNDSCq''' .�_,,,
? :-7•' ,.
* ; 1542 =i *E
,�70....P. ;SJ ,,
'�,iiinini,110r\.
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
a
0
IREVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright© 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
OVERALL GRADING
& DRAINAGE
L4.O
0

� /// ///i/ ✓/ / / / / / �.=✓ // _II�a-ate r - _-- ---- _ _
--1,,.7i'a--
::
: ___--- ----
,'� i� d __--__ ' ' f 0 BUFF
R
-_____,: - ___,
\ \ - / i i / i
\ - - _ _ V \ \ V - / / / / / / / / ......
/ / /
-
- \ - \ \ \� J r - / / / / / / / / / / / / i
7- 7
�' �-` �\� / r7-
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-, --�„„ � �\II I� te/ / - /
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REVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright @ 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
PROFILES &
SECTIONS
4•20
54

FOTC
HYPC
ILEG 0
CALF 0
ITEV O
VIBD
ILEO 0
NYSS
LIRT Q
QUER
PANV �
EUDU �
CHAL O
JUNE >
CARV
PLANT
SCHEDULE
Symbol
Common Name
Species
Size
Quantity
Notes
Shrubs
FOTG
Dwarf Fothergilla
Fothergilla gardenii
5-Gal
28
Spacing as shown
HYPC
St. John's Wort
Hypericum calycinum
1-Gal
20
Spacing as shown
ILEG
Inkberry
Ilex glabra 'Compacta'
5-Gal
23
Spacing as shown
CALF
Sweetshrub
Calycanthus florida
5-Gal
3
Spacing as shown
ITEV
Virginia Sweetspire
Itea virginica 'Little Henry'
3-Gal
51
Spacing as shown
VIBD
Arrowwood Viburnum
Viburnum dentatum
5-Gal
2
Spacing as shown
Trees
ILEO
American Holly
Ilexopaca 'Satyr Hill'
8' Hei
4
Spacing as shown
NYSS
Black Tupelo
Nyssa sylvatica
2" Cal, B&B
9
Spacing as shown
LIRT
Tulip Poplar
Liriodendron tulipifera
2" Cal, B&B
8
Spacing as shown
QUER
White Oak
Quercus alba
2" Cal, B&B
22
Spacing as shown
Perennials/Herbaceous
PANV
Panicum
Panicum virgatum 'Heavy Metal'
1-GAL
96
Spacing as shown
EUDU
Joe Pye Weed
Eutrhochium dubium
1-GAL
42
Spacing as shown
CHAL
River Oats
Chasmanthium latifolium
1-GAL
289
12" O.C.
JUNE
Soft Rush
Juncus effusus
1-GAL
230
12" O.C.
CARV
Fox Sedge
Carex vulpinoidea
Plug
1054
12" O.C.
Seed Mixes*
ERNMX -114
5311 Conservation Mix
72 lbs
100 lbs per acre
ERNMX - 304
NC Mountains Riparian Buffer Mix
2 lbs
20 lbs per acre
ERNMX - 180-2
Southeast Raingarden Mix
2 lbs
20 lbs per acre
* seed mixes sourced from Ernst Seeds (www.ernstseed.com) or approved equal
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DAY USE AREA PLANTING
PLAN
L5.1
NOTE:
SEE PLANTING NOTES L0.1
4
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EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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CHECKED BY:
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REVISIONS
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Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
OVERALL
PLANTING PLAN
L5.O
55

1-QUER
CARV
6-FOTG
19-EUDU
25-PANV
2-NYSS
1-QUER
6-ILEG
RAINGARDEN
SEED MIX
(1225 SF HATCHED AREA)
3-CALF
2-QUER
2-VIBD
32-CHAL
23-JUNE
2-NYSS
1-QUER
34-PANV
8-FOTG
23-EUDU
3-QUER
■ — — — — — —
MATCHLINE
DAY USE AREA PLANTING PLAN
1-LIRT
— — — —
it
19-HYPC
25-ITEV
2-LIRT
GRASS SEED MIX
ALONG SHOULDER AND
ALL OTHER
DISTURBANCE, UNLESS
OTHERWISE NOTED
1996 SF
1LRT
-I
20 10 0
SCALE 1" = 20'
20
LEGEND
FOTC
HYPC
ILEG 0
CALF 0
ITEV 0
VIBD
ILEO 0
NYSS
LIRT Q
QUER
PANV
EUDU
CHAL
JUNE
CARV
CONSERVATION
SEED MIX
RAIN GARDEN
SEED MIX
40 60
O
CD
TYPICAL BIORETENTION CELL
RIVER OATS AND SOFT RUSH PLANTING
ALONG INSIDE OF CONTOUR
CARV PLlI 12" O.C.
SWITCHGRASS AND
JOE PYE WEED
TO BE PLANTED ALONG
OUTSIDE OF CONTOUR
PLANTING NOTES FOR BIORETENTION CELLS
MOW EDGE ALONG THIS SIDE
"dtri, NTS
•
INNIP
1. PLANT SWITCHGRASS AND JOE PYE WEED ALONG OUTSIDE OF CONTOURS-, HOLDING THE EDGE OF PROPOSED POOLS. PLANT THESE INTERSTITIALLY
AMONGST LANDSCAPE BOULDERS.
2. PLANT RIVER OATS AND SOFT RUSH IN GROUPINGS OF 5 TO 7 ALONG THE INSIDE OF CONTOUR, CREATING A POOL EDGE TO DEFINE A LINE TO MOW
ALONG
3. LANDSCAPE ARCHITECT TO BE BROUGHT ON -SITE AFTER LAYOUT, TO VERIFY BEFORE PLANTING.
MMMMM
MATCHLINE
3-ILEG
34- CHA
24-J U N E
RAINGARDEN
SEED MIX
(480 SF)
30-CHAL
27-J U N E
I
SCALE 1 "=20'
EQUINOX
Asheville,
..„04,11
ler
37
Haywood
t 828.253.6856
f 828.253.8256
St.
Suite 100
NC 28801
SEAL
,,,,` ‘"C IqI I,, ,
,--, RoO PNDSCgA�
•
•�O�/ 9,
*li)~ 1542 _i: *E
NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
Q
0
REVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright ©2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
DAY USE AREA
PLANTING PLAN
L5.1
56

1-NYSS
EXISTING PLANTING ISLAND
9-QUER
3-NYSS
LEGEND
NYSS
LIRT Q
QUER
CONSERVATION
SEED MIX
EXISTING BARRIER
ADD MULCH IN MEDIAN PORTION
OF ISLAND; NO MORE THAN 2 Y2
INCHES THICK, TYP.
BOAT LAUNCH PLANTING PLAN
SCALE 1 "=20'
20 10 0
SCALE 1" = 20'
20 40 60
EQUINOX
.N.....4,,,,...0,
Asheville,
37
Haywood
t 828.253.6856
f 828.253.8256
St.
Suite 100
NC 28801
SEAL
uuui
o ..• �1
_* 1542 =*E
" .... � Jv;
PNiiiiiiiili.
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
I-
0
REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright © 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
BOAT LAUNCH
PLANTING PLAN
5•2
57

SEEDING SCHEDULE
1. SEE PLANTING & REVEGETATION SPECIFICATIONS FOR MORE INFORMATION ON SEED APPLICATION AND ESTABLISHMENT.
2. CONTRACTOR TO KEEP RECORD OF SEED PURCHASE AND APPLICATION RATES FOR FINAL INSPECTION (BAGS & RECEIPTS).
3. GROUND STABILIZATION REQUIRED IN (7) SEVEN DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION IN (14) DAYS ON OTHER AREAS
TEMPORARY SEEDING SCHEDULE
TEMPORARY SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
PERMANENT SEEDING SCHEDULE
PERMANENT SEEDING MUST OCCUR WITHIN 14 CALENDAR DAYS OF FINAL GRADING.
COVER CROPS (TEMPORARY SEEDING) TO BE ADDED TO PERMANENT SEEDING MIXES IF NO
TEMPORARY SEEDING HAS BEEN PLACED PREVIOUSLY.
SUMMER
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
PERMANENT SEEDING MIXES: RATE (LB/ACRE)
GERMAN MILLET 40
PARTRIDGE PEA 10
A small -stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
lb/acre.
SEEDING DATES: May 15-Aug 15
"NC Mountains RIPARIAN BUFFER MIX" (ERNMX #304): 20
"GRASS MIX" (ERNMX #114): 100
"RAINGARDEN MIX" (ERNMX #182-1) 20
"Grass Mix" seeding to be applied to all shoulders and and drainage ditches unless otherwise
noted.
The seed mixes above are listed in the specifications and available at ERNST CONSERVATION
SEEDS (800.873.3321). Local sources of similar seed mix may be used (to be approved by
Landscape Architect in writing).
WINTER &
EARLY SPRING
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
A small -stemmed sudangrass may be substituted for Partridge Pea at a rate of
50 lb/acre.
SEEDING DATES: Feb 1-May 15
SOIL AMENDMENTS: Physically or chemically treat all exotic invasive plants before amending soil. Apply
FALL
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
lime and fertilizer according to soil tests or apply 4,000 lb/acre ground agricultural limestone and 1,000
lb/acre 5-10-10 fertilizer.
SOIL PREPARATION: Soil impacted by construction must be loosened prior to seeding by means of disking
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
A small -stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.
SEEDING DATES: Aug 15-Dec 30
or raking. Seedbed shall be well-pulvarized, loose, and uniform. All stones larger than three (3) inches,
sticks, roots, and other extraneous materials shall be removed. Apply seed uniformly with a cyclon seeder,
drop -type spreader, drill or hydro -seeder. Cover broadcast seed by lightly raking, then firm surface with
roller or cultipacker. Cut or disc temporary seeding cover crop prior to seeding.
SEED PREPARATION:
GENERAL
SOIL AMENDMENTS:
Follow recommendation of soil tests. Use only amendments safe for riparian areas.
MULCH:
If banks exceed 4:1, apply seed, lime, and apply mulch.
MULCH:
Apply 4,000 lb/acre straw. Anchor straw by tacking.
MAINTENANCE:
Apply 4,000-5,000 lb/acre grain straw or equivalent cover of another suitable, weed -free mulching material.
Use a spray -on growth (mulch) matrix (FlexterrPFGM or equal) for slope embankments that exceed 3:1
slopes.
MAINTENANCE:
Refertilize if growth is not fully adequate. Topdress with 50 lb/acre of nitrogen in March (if
applicable). If it is necessary to extend temporary cover beyond June 15th overseed with
mixes provided. Reseed, re -fertilize and mulch immediately following erosion or other
damage.
Mow or cut back no more than once a year. Refertilize in the second year unless growth is fully adequate.
Reseed, fertilize, and mulch damaged areas immediately. Weed during first 2 years of establishment.
6" MIN.
3 x (MIN.)
ROOT BALL DIA
2.
TREE PLANTING
CONTAINER GROWN STOCK
'ARBOR TIE' & 2 HARDWOOD STAKES
(TO BE REMOVED AT 1 YR.)
MULCH 2" (KEEP AWAY FROM
TRUNK)
ROOT CROWN AT FINISH
GRADE
FINISH GRADE
2/3 SOIL MIX COMBINED WITH 1/3
ORGANIC COMPOST
EXISTING SUBGRADE
NOTES:
1. WATER THOROUGHLY IMMEDIATELY AFTER
PLANTING AND WATER 2X WEEKLY UNTIL
ESTABLISHED.
NO FERTILIZER IS NECESSARY DURING
PLANTING.
SCALE: NOT TO SCALE
6" MIN.
2 X WIDTH
OF ROOTBALL
CONTAINER GROWN STOCK
ROOT CROWN AT FINISH GRADE
MULCH - 2" (KEEP AWAY FROM TRUNK)
FINISH GRADE
2/3 SOIL MIX COMBINED WITH 1/3 ORGANIC,
COMPOST
EXISTING SUBGRADE
NOTES:
1. WATER THOROUGHLY IMMEDIATELY AFTER PLANTING AND WATER 2X
WEEKLY UNTIL ESTABLISHED.
2. NO FERTILIZER IS NECESSARY DURING PLANTING.
SHRUB PLANTING
SCALE: NOT TO SCALE
LEAVES AND ROOT CROWN TO
REMAIN UNDAMAGED DURING
PLANTING
2" MULCH AFTER
PLANTING IS COMPLETE
PLANTING MATERIAL
ROOT CROWN LEVEL WITH
FINISH GRADE
OPEN PLANTING HOLE LARGE
ENOUGH TO ACCOMMODATE
ROOTS. COVER ROOTS WITH SOIL
AND LIGHTLY TAMP TO ELIMINATE
AIR POCKETS IN PLANTING HOLE.
PLANT ROOTS TO BE STRAIGHT &
UNDAMAGED BY INSTALLATION
NOTES:
1. WATER THOROUGHLY IMMEDIATELY AFTER PLANTING AND WATER 2X
WEEKLY UNTIL ESTABLISHED.
2. NO FERTILIZER IS NECESSARY DURING PLANTING.
PERENNIAL PLANTING
SCALE: NOT TO SCALE
TRUNK CALIPER SHALL
MEET ANSI Z60 CURRENT
EDITION FOR ROOT BALL SIZE.
ROOT BALL MODIFIED AS
REQUIRED.
ROUND -TOPPED SOIL BERM 4"
HIGH X 8" WIDE ABOVE ROOT
BALL SURFACE SHALL BE
CENTERED ON THE DOWNHILL
SIDE OF THE ROOT BALL FOR
240°. BERM SHALL BEGIN AT
ROOT BALL PERIPHERY.
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL.
MODIFIED SOIL.
DEPTH VARIES.
I I
ORIGINAL SLOPE SHOULD PASS
THROUGH THE POINT WHERE
THE TRUNK BASE MEETS
SUBSTRATE/SOIL.
PRIOR TO MULCHING, LIGHTLY
TAMP SOIL AROUND THE ROOT
BALL IN 6" LIFTS TO BRACE TREE.
DO NOT OVER COMPACT. WHEN
THE PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER
AROUND THE ROOT BALL TO
SETTLE THE SOIL.
4" LAYER OF HARDWOOD
MULCH. NO MORE THAN 1" OF
MULCH ON TOP OF ROOT BALL.
ORIGINAL GRADE.
I I
TREE & SHRUB PLANTING ON SLOPE
SCALE: NOT TO SCALE
•
•
3-ILEO
• _
e
�pp��oo
a0�
0
ENTRANCE PLANTING PLAN
S
7-ILEG
RAINGARDEN
SEED MIX
(HATCHED AREA, 516 SF)
aim r
18-JUNE
29-CHAL
1
•
•
i
LEGEND
ILEG
ILEO Q
EUDU O
CHAL CD
DUNE D
RAINGARDEN SEED MIX
•
•
1
SCALE 1 "=20'
20 10 0
SCALE 1" = 20'
20
40
60
1!A
EQUINOX
Asheville,
iiii%„
37
.000104
Haywood
t 828.253.6856
f 828.253.8256
St.
Suite 100
NC 28801
SEAL
„f u I 111,,,,
O �OPNDS6gA 9. iA
=y� N 1542 _,i *E
NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
a
0
REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright© 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
ENTRANCE
PLANTING PLAN &
DETAILS
5•4
58

II IIIIIIIIIIIIIII
PROPOSED 1.0" ASPHALT CONCRETE
SURFACE COURSE
TACK COAT
PROPOSED 1.5" ASPHALT BINDER
INTERMEDIATE COURSE
EXTEND BASE COURSE 6"
BEYOND EDGE OF ASPHALT
PRIME COAT*
PROPOSED 8" AGGREGATE BASE
COURSE (TYPE "ABC") PLACED IN 2
EQUAL LAYERS AND COMPACTED TO AT
LEAST 95% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D 1557),
TYP.
12" COMPACTED SUBGRADE
TO 98% (ASTM D 698), TYP.
1� ASPHALT PAVING
GENERAL NOTES:
1. ALL PAVING WORKMANSHIP AND MATERIALS
SHALL BE IN ACCORDANCE WITH THE NC DOT
STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2. ALL ASPHALT PAVEMENT AND STONE BASE
THICKNESS SPECIFIED SHALL BE AFTER
COMPACTION.
3. SUBGRADE AND STONE BASE SHALL BE
MECHANICALLY COMPACTED (ROLLED) TO THE
DENSITY OF NATURAL AND UNDISTURBED
SOILS (APPROX. 98% OF THE MAXIMUM
DENSITY IN ACCORDANCE WITH ASTM D698,
MODIFIED PROCTOR.).
4. POSITIVE DRAINAGE IS REQUIRED FOR ALL
FINISHED GRADES OF BASE COURSES AND
SURFACE COURSES TO ENSURE PROPER
DRAINAGE AND NO SETTLING OCCURS
(MIN.1%).
* WEATHER PERMITTING
L6.O J NTS
4
L6.0
- 3.00"
1.5 -2% CROSS SLOPE
11-11 I-111-111-111-111-111-111-111-111-111-111-111-11
11
11
11
11
- I I1 I I1 I I1 I
II
111
III 111-'.
CRUSHED GRANITE PATH
NTS
- 2.7"
- 2.3"
4" CRUSHED GRANITE INSTALLED IN
2" LIFTS, COMPACTED AT EACH LIFT
6" COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE
2
L6.0
a
4 *
v , 4
STIFF BROOM FINISH
REINFORCED W/ FIBER
4" CHAMFER ALL EDGES, TYP.
1
c=2 C:7 j�oUj�oUcUC:2 C:7 ;'
IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII II III II III I
NOTES:
1. CONCRETE WALKS AND PARKING TO BE FLUSH WITH FINISH GROUND
ELEVATION. TO ACHIEVE POSITIVE DRAINAGE.
2. NATURAL OR COMPACTED FILL SUBGRADE MATERIALS SHALL HAVE A LIQUID
3. LIMIT (LL) LESS THAN 50 AND A PLASTICITY INDEX (PI) OF LESS THAN 10.
PLACE A $" SAW JOINT EVERY 5' TO 1 2" DEPTH.
4. PLACE A $" EXPANSION JOINT EVERY 50' AND FILL WITH PRE -MOULDED
EXPANSION
5. JOINT FILLER AND JOINT SEALER AS SHOWN IN DETAIL ON WFH-007.
6. CONCRETE STRENGTH SHALL BE 4000 PSI.
7. BROOM FINISH EXPOSED CONCRETE SURFACE PERPENDICULAR TO TRAFFIC
FLOW.
CONCRETE PAVING
NTS
COARSE AGG. BASE
COMPACTED SUBGRADE
NOTES:
1. DETAIL PROVIDED BY GEOTECH (ECS). SEE GEOTECH REPORT.
2. PREPARE SUBGRADES IN STRICT ACCORDANCE WITH GEOTECH RECOMMENDATIONS.
5 ASPHALT RESURFACING
6"
CHAMFER (TYP) ALL EDGES
ROOM FINISH
I I II I Ili I I reA
NDISTURBED SUBGRADE OR FILL
COMPACTED
TO MINIMUM OF 98% STANDARD PROCTOR
MAXIMUM DRY DENSITY LL <50, PI <10.
SUBGRADE TO BE APPROVED BY OWNER
BEFORE PLACING THE AGGREGATE
IBER REINFORCED
VAPOR BARRIER
78M AGGREGATE COMPACTED
TO 95% MAX. DRY
DENSITY MODIFIED PROCTOR
NOTES:
1. CONCRETE SLAB DIMENSIONS ARE AS FOLLOWS UNLESS OTHERWISE SHOWN
ON PLAN: TRASH PAD (8'-0" x 5'-0"); KIOSK PAD (10'-0" x 12'-0").
2. NATURAL OR COMPACTED FILL SUBGRADE MATERIALS SHALL HAVE A LIQUID
LIMIT (LL) LESS THAN 50 AND A PLASTICITY INDEX (PI) OF LESS THAN 10.
3. CONCRETE STRENGTH SHALL BE 4000 PSI.
4. TRASH CANS ARE TO BE ANCHORED TO SLAB IN 4 CORNERS. (TRASH CANS
AND ANCHOR DETAIL SHALL BE FURNISHED BY DUKE ENERGY)
5. SLOPE SLAB TO DRAIN 1-2% MAXIMUM PER SITE CONDITIONS.
6. PLACE A 8' SAW JOINT TO 1 Z' DEPTH WITHIN KIOSK PAD.
3� CONCRETE PAD
(-6.Cy NTS
L6.0
NTS
STREET
CENTERLINE
A
t_
STREET WIDTH
VARIES
ASPHALT CONCRETE
SURFACE COURSE
TYPE 59.5B
1.7"
3"
- 0.9"
14.0"
FLAT
PARABOLIC
y // /1/ // r/ // V/ // j// //
1 0'
7
L6.0
PA
1.0'
1.0'
6,0'
3OL O SEC-
1 0'
// /
1.0'
ON
SPEED TABLE
NTS
6.0'
TACK COAT
AEI
1.0'
1.0'
SECTION A -A
2" ASPHALT CONCRETE
SURFACE COURSE
TYPE S0.5B
1.0' 2.0' MAX.
TAPER (WIDTH VARIES)
EXISTING
CURB
6.0'
CU 3 DE
EXISTING A.C.
BASE
AIL
EXISTING A.C.
BASE
TACK COAT
SHOULDER
S BEETS W
SECTION R-B
2" ASPHALT CONCRETE
SURFACE COURSE
TYPE 59.5E
1.0'
TAPER
AEI
SHOULDER
EXISTING A.C.
BASE
D=TAIL EOM
THOUT CURS
6
L6.0
3'-0"
PLACEMENT PLAN
END OF PARKING SPACE
10 3/8"
CENTER IN STALL
6' LONG PRECAST CONCRETE
WHEEL STOP W/2-#4 BARS
CONT. 5'-9" LONG
PARKING SURFACE AS SPECIFIED
8
L6.0
2-#6 BARS THRU WHEEL STOP
& GRAVEL MIN 30" LONG. INTO
GRAVEL
GRAVEL PARKING SURFACE
CONCRETE WHEEL STOP
NTS
n E
m�
z0
i
ORIGINAL SIDE SLOPE
BACKSLOPE BLENDED
INTO HILLSIDE
OUTSLOPE TRAIL
TREAD AT 3-5%
10' CLEARING WIDTH
4' 8' TRAILWAY (LIMIT OF DISTURBANCE)
36"
TREAD WIDTH
NATURAL SURFACE TRAIL
NTS
NOTE: WHEEL STOPS TO BE
USED ONLY WHERE
SHOWN ON PLANS
PRECAST CONCRETE WHEEL STOP
(2) #4 REBARS (MINIMUM)
(2) #6 REBARS
COUNTERSINK
AND GROUT
*PREFABRICATED RECYCLED CONCRETE
WHEEL STOPS ARE PREFERRED.
INSTALL BY MANUFACTURER
SPECIFICATIONS, IF APPLICABLE.
a
9
°
°
°
ONIHV310 dO GilWI1
°
°
/
FINISH
GRADE;
SEE PLAN
FOR
ADJACENT
MATERIAL
'��/iAA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/AA/A�/��//,�/��
V��A�A�A�A�A,VA��AAVAAVAAAAAiVAAiVA/,A//,/
9� CONCRETE CURB TAPER
NTS
SEE PLAN
FOR
ADJACENT
MATERIAL
](- 6 4
FINISH GRADE7j
FIN-14.j 6R \\
/
(io
� CONCRETE STAND-UP CURB
6.0y NTS
�``�,111.
EQUINOX
.00,K4,
Asheville,
37
Haywood
t 828.253.6856
f 828.253.8256
St.
Suite 100
NC 28801
SEAL
\ \ /1/,,,'',,,,, I I I I I I I k o`\\‘\\\
NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
Q
0
REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright ©2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 16, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
PAVING DETAILS
L6.O
59

Flow
3:1 SIDE SLOPES MAX, TYP.
6"-9"
DEPTH
TYP.
1,111J 11 L11111. 11111 1111111 I
IIIIII III I
—1 I 1-111-111—II III —I —1
H I—III=III=III=111=11 111-111—I —1
—III—III— 1 I- 1 "—
BIORETENTION
NTS
NATIVE STONE -LINED SWALE
NTS
�lJ
BURY 35-45% OF PIPE DIA. MIN.
PROPOSED REINFORCED
CONCRETE WING WALL
2 % AWAY FROM HEADWALL
5� CULVERT W/ CONCRETE WINGED HEADWALL
SEEDING AND PLANT MATERIAL
TO FILL IN SUFACE AS 'GREEN
MULCH' (SEE PLANTING
SHEETS, L5s)
SOIL MIX (SEE PLANTING NOTES)
4" PERFORATED
UNDERDRAINS. SEE
DETAIL 2 THIS
SHEET.
DECOMPACTED
SUBGRADE
LINE SWALE W/ STONE IF NATURAL
STONE IS FOUND ON SITE DURING
CONSTRUCTION; SEE TABLE FOR LIST
OF PRIORITY SWALES TO RECEIVE
TREATMENT
NOTE:
1. WHERE STONE IS NOT AVAILABLE AND CHECK
DAMS WERE INSTALLED DURING EROSION &
SEDIMENT CONTROL, CHECK DAMS TO REMAIN.
PRIORITY
SWALE
1
AA, EE
2
BB,FF
3
CC
FINISHED GRADE
EXISTING GRADE
MEDIUM TO LARGE
RIVER ROCK AND
COBBLE.
L6.6 j NTS
IMPORTANT: BIO-RETENTION NOT TO BE CONSTRUCTED
UNTIL SITE IS COMPLETELY STABILIZED- SEDIMENTATION IN
THE SYSTEM WILL RENDER THE SYSTEM NON-FUNCTIONAL
NOTES:
1. SOIL MIX IN HATCHED AREAS SHOULD MEET NCDENR
STANDARDS. RECOMMENDED POROUS SOIL MIX
SHALL CONSIST OF (A) SAND (85-88%), FINES (SILT
AND CLAY) (8-12%) & AGED PINE BARK (5%), OR (B) 4
PARTS OF EXPANDED SLATE FINES TO 1 PART PINE
BARK FINES (STALITE EXPANDED SLATE MS-16
LIGHTWEIGHT SAND (85-88% SAND FRACTION) AND
PINE BARK FINES (SCREED TO MINUS Y2"))
MECHANICALLY MIXED RECYCLED.
2. PHOSPHORUS INDEX OF SOIL MIX MUST FALL
BETWEEN 10 - 30 PPM.
3. AREAS IN BIORETENTION, NOT HATCHED, SHALL
RECEIVE LOOSE NATIVE SOIL.
4. SOIL COMPACTION DUE TO FOOT TRAFFIC WITHIN
AND AROUND THE TREATMENT AREA SHALL BE KEPT
TO A MINIMUM. THERE SHALL BE NO COMPACTION
FROM HEAVY EQUIPMENT IN AND AROUND THE
BIORETENTION.
5. THOROUGHLY WATER EXISTING SOIL TO ENSURE
DRAINAGE WITHIN 24 HOURS BEFORE ADDING
EXPANDED SLATE SOIL MIX MEDIA. IF DRAINAGE
DOESN'T OCCUR WITHIN 24 HOURS, AERATE SOIL AND
RETEST.
6. SEDIMENTATION OF THE SYSTEM WILL CAUSE
FAILURE, THEREFORE, INSTALL SOIL MIX ONLY AFTER
ALL SEDIMENT AND EROSION ON -SITE IS CONTROLLED
AND SITE IS STABILIZED.
7. PLANTING HOLES TO BE AMENDED WITH COMPOST (%
OF HOLE) AND MIXED INTO SOIL MEDIA.
ZIP TIE FABRIC
TO SEAL SCREW CAP, TYP.
4" DOUBLE WALLED HDPE
ZIP TIE FABRIC
TO SEAL AROUND PIPE
6" SOLID PIPE TO
OUTFALL
PLAN
%
MORTAR
PIPE WITH
NON -SHRINK
GROUT
PRE -CAST
CATCH
BASIN
DRILL DOWNTURNED HOLE INTO
INLET AT UNDERDRAIN TIE-IN
LOCATIONS
BELOW INVERT OF PRIMARY STORM PIPES
2
STANDARD WAFFLE BOX
SEE STRUCTURE SCHEDULE
FOR SIZING
PLA\
SECT
PROPOSED
PIPE
HDPE
OUT (PIPE
10)
0\ A -A
DROP INLET
(OPEN THROAT)
6-9"
STORAGE LEVEL
SOIL MIX
MAINTAIN 1' MIN COMPACTED
SUBGRADE AROUND STRUCTURES
SEE PIPE SCHEDULE
FOR INVERT
INTERNAL WATER STORAGE
JOINT IF APPLICABLE
COMPACTED SUBGRADE
UNDERDRAIN AT BIORETENTION
FILTER FABRIC
WRAPPED OVER ITSELF
DE -COMPACTED SUBGRADE —/
NTS
WASHED GRAVEL
1
PERFORATED PIPE
SECTION
NOTE: CONTRACTOR SHALL GRADE SUBGRADE AND
INSTALL PIPE TO DRAIN @ -1 % SLOPE MIN.
4 SIMPLE UNDERDRAIN
NTS
12"-16"-24"
32"-48" OR
64" RISERS
VARIES
l !
6"
PLAN
36"95 MINIMUM
24"x24"
IRON GRATE & FRAME
NOT SHOWN
GRATE SIZE &
SHAPE MAY VARY
SECTIONAL ELEVATION
DROP INLET
FLAT TOP FTT
7" STD.
HEIGHT
MEASURED
FROM TOP
OF GRATE
TO INVERT
OUT (TYP.)
NOTES:
1. MANUFACTURED PER ASTM C-478.
2. CONCRETE - 4000 psi
3. PLASTIC COATED STEEL ROD STEPS PROVIDED AT 16"
CC WHEN HEIGHT OF STRUCTURE EXCEEDS 4'-0".
4. ALL ASSEMBLY JOINTS TO BE MORTAR FILLED UNLESS
OTHERWISE SPECIFIED.
5. STRUCTURE DIAMETERS MAY VARY ACCORDING TO
PIPE SIZES AND CONFIGURATIONS.
6. LIFT HOLES OR INSERTS PROVIDED IN ALL BASE AND
RISER SECTIONS.
FLAT TOP FTB
48"0 MINIMUM
SECTIONAL ELEVATION
L6.6
NTS
r--``�
EQUINOX
_Iillittrielile
Asheville,
37
._.0,......---4
Haywood
t 828.253.6856
f 828.253.8256
St.
Suite 100
NC 28801
SEAL
NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
I-
a
0
IREVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright© 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 16, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
D RAI NAG E DETAILS
6 • 6
60

ASPHALT SURFACE /
PARKING
2'-0"
i WATER LINE
%Alb4 TT
L6. � NTS
1 1
I III HI I III Ill �I
RIVE
R
ER ROCK VERGE
RIFFLE STONE TO BE 6-9" DIA.
LARGER STRUCTURAL
BOULDERS PLACE ON CUT
SLOPE SIDE MIN. 24"-30" DIA.
PLANT INTERSTICES OF BOULDERS
ROCK (ENERGY DISSIPATER)
FLUSH WITH DITCH GRADE
4
L6.7
HEADER STONE
BACK TO
OF FOOTER
STONE, TYP.
SMALL AND MEDIUM
RIVER ROCK/COBBLE
VERGE (3-9" STONE)
DEFINED SHOVEL
EDGE
GRASS /
PLANTING AREA' (SEE
PLANTING SHEETS, L5s)
6" COMPACTED
GRAVEL BASE
WEIR BOULDER SIZES VARY
BETWEEN 12" DIA & 36" DIA
POOL SIZES
VARY
MIN. 10'
(SEE PLAN)
WATER LEVEL
\\\/ 18 MIN. /\�j\\�,
/vv/vv/vv� DEPTH OFwivvivvivvivvivvivvvy;
y \ \��\��\��\��\ FILTER BED\i\i\i\i�\i�\i�\�\\\�\\\\\\\%\/
\\/\\ FOOTER M I N2' BELOW BOULDER\ i\�i\�i\�i\\ice\\�iiii\\i
\/\/j\/j\/j\/j\/j\/j\/j \j\/ %\\am j\\\\\\\\j\ \\\\
\///\\/\\\//\//\//\//\//\//\//\// LOWEST POINT 0 F\//\\//\\////\ \\\//\//\/\\/\\j\,/\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\ \\//\\//\//\,
//////////////////////////\EXCAVATED POOL \//\\//\\//\\//// \\\//\//\//\//\//\// //\//\//\//\//\//\//\//\//\//\//\//\//\/\\/i
" \\/
WALL
a
WALL
2
L6.7
� /AA/AA/AA/AA/AA/ �J� vAAAA/AA/AA/AAi
O /jji i\i\i�\i�\i�\i�\
i/%\AAV//AA/AA/AA/AA/AA/AA/AA/A//
%r�%r�\jam\jam\j\\/
AAA AAA AA�AA�AA AAA AAA �AA�AA �AA�AA
8'
MAX
b
*WALL
w
DIA.
WALL
TONGUE
OR
GROOVE
WEIGHT
A
B
C
D
E
15"
2-1/4"
1-3/4"
970
6"
27"
46"
73"
30"
18"
2-1/2"
1-3/4"
1340
9"
27"
46"
73"
36"
24"
3"
1-3/4"
1820
9-1/2"
43-1 /2"
30"
73-1/2"
48"
30"
4-1/4"
3-7/8"
2400
12"
54"
19-3/4"
73-3/4"
60"
36"
4-3/4"
3-7/8"
5500
15"
63"
34-3/4"
97-3/4"
72"
REINFORCED CONCRETE PIPE CONFORMS TO ASTM C-76, ASTM-C-443,
WALL AASHTO M-170, AND AASHTO M-198.
0 0 ',
ncncn�
a
WALL TUNJUE OR GROOVE
FLARED END SECTION (FES)
NTS
WATER LEVEL
6-15" DEPTH
(SEE
GRADING
PLANS)
/
vjAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAj�
A%A/7/A/A/A/%
v`/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VAS/VAS/VAS/VAS/VAS/VAS/VAS/VAS/VAS/VAS/VAS/VAS/VAS/VAS/VA%\/
/\/ / / \
w//j / / //�
��AA��AA��AA��AA��AA��A��A��A��AA��AAAAAA�AAA�AA��AA��AA�/VA��AA��AA/ //A//AA//AA��AAA>w
j\j\j\j\j\j\j\j\/\/\/\j\j\j\j\j\j\j\j\j/
j
�Aj�Aj�Aj�Aj�A/�A/j/A, v \VA�Aj�Aj�Aj�Aj�Aj�Aj�Aj���/AA/vA/
//AA//AA//AA//AA//AA//AA//AA//AA//A/A V/AA//AA//AA//AA//i�/�AA/\
v/v/v/v/v/vv/v/,v SAND/WOOD CHIP MIX,
�`\�`\�`\�`\�`;�`\� MIN. 3' DEPTH
FOOTER BOULDERS "KEYED" INTO
BANK AT A MINIMUM OF 2' BELOW
LOWEST POINT OF EXCAVATED
POOL; PLACE FOOTER BOULDERS
OVER PINNED GEOTEXTILE
NOTE: ALL LARGE BOULDERS ON CUT SIDE TO BE BURIED 3 TO 2 THEIR DIAMETER
REGENERATIVE STORMWATER CONVEYANCE (STEP POOLS)
NTS
,j/AAj/A//vAA'�
ALL JOINTS & GAPS TO BE
CHINKED WITH STONE
/
MEDIUM d50 4" RIVER ROCK
LINING BOTTOM OF POOLS
SWALE ENTERING
STEP -POOL CHANNEL
GEOTEXTILE FILTER FABRIC
UNDER BOULDERS ONLY
EXISTING SUB -GRADE
1. STONE IS NOT SHOWN TO SCALE.
2. COMPACT EARTH AGAINST WEIR FOOTER AND SIDE
SLOPES.
3. STRUCTURE BACKFILL MATERIAL SHALL CONSIST OF
6" STONE, 2" STONE AND NATIVE SOIL MIXED IN
EQUAL PARTS.
4. ALL VOIDS AND GAPS BETWEEN BOULDERS SHALL BE
CHINKED WITH STONE.
5. POOLS VARY AND ARE NOT PRESENT AT EVERY WEIR
OUTFALL - SEE PLANS TO DETERMINE ALL POOL
LOCATIONS.
6. WEIR STONE TO BE CAREFULLY FITTED WI
NON -SHRINK GROUT.
7. WEIR STONE SIZE RANGE TO BE APPROX. 18"-24" IN
SIZE.
8. LAYER OF WASHED COBBLE (6"-9" STONE) AT
OUTFALL.
9. ALL VOIDS AND GAPS BETWEEN BOULDERS SHALL BE
CHINKED WITH STONE.
10. WHERE EXISTING BED MATERIAL IS AVAILABLE AND OF
SUFFICIENT SIZE IT MAY BE USED IN PLACE OF QUARRY
STONE, AS APPROVED BY THE LANDSCAPE ARCHITECT.
1. INSTALL FRENCH DRAIN W/ A MIN. 1 % SLOPE FOR
POSITIVE DRAINAGE TOWARDS DESIGNATED DAYLIGHT.
2. DETAIL PROVIDED BY GEOTECH (ECS). SEE GEOTECH
REPORT.
3
L6.7
FRENCH DRAIN
NTS
CUT SLOPE
LARGER BOULDERS ON CUT SLOPE
SIDE MIN. 12"-24" DIA PLACED ON
CONTOUR AT FULL POND.
DROP POOL
RIFFLE STONE (6-9")
HEADER STONES (24-30")
INTERSTITIAL PLANTINGS
LARGER STRUCTURAL
BOULDERS PLACE ON CUT
SLOPE SIDE MIN. 12"-24" DIA.
,............
EQUINOX
"s
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
NOTE: Drawings are invalid without signed stamp by professional
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
0
REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright ©2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 16, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
DRAINAGE
DETAILS
L6.7
61

Black Bear Access Area, Lake James
6514 Lake James Road
Marion, NC 28752
Latitude: 35.746326° N
Longitude: -81.970221 ° W
FERC Project No. 2232
Approximately 164 acres
Phase 1 : Disturbance Area 17.60
acres
PHASE 1 EROSION CONTROL SEQUENCE:
1. CALL FOR UTILITY LOCATIONS PRIOR TO DIGGING.
2. HOLD PRE -CONSTRUCTION MEETING AT LEAST ONE WEEK PRIOR TO
STARTING CONSTRUCTION.
3. ESTABLISH CONSTRUCTION ACCESS, CONSTRUCTION ROUTES AND
STAGING AREAS.
4. CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION
OF PERIMETER CONTROLS (E.G. SILT FENCE AND CONSTRUCTION
ENTRANCE)
5. INSTALL CONSTRUCTION ENTRANCE AT PRIMARY ENTRANCE AS
DECIDED IN PRE -CONSTRUCTION MEETING (SEE SHEET EC4.1 FOR
DETAILS).
6. INSTALL TEMPORARY SILT FENCING AND ALL INLET/OUTLET
PROTECTION (SEE EC PLAN FOR LOCATIONS AND DETAILS).
7. INSTALL TREE PROTECTION FENCING (TO BE DEMARCATED AT
PRE -CONSTRUCTION MEETING). TREES TO BE SAVED WILL ALSO BE
FLAGGED ON SITE. NO TREE OUTSIDE OF LOD SHALL BE DISTURBED.
8. FLAG OUT CENTERLINE OF ROAD AND CORNERS OF ALL PARKING.
CONTACT LANDSCAPE ARCHITECT TO REVIEW.
9. CLEAR AND GRUB SITE ONLY AS NECESSARY FOR ACCESS FOR
SEDIMENT TRAPS AND CONSTRUCTION OF SITE ELEMENTS IN THIS PHASE.
10. INSTALL SEDIMENT TRAPS.
11. BEGIN ROUGH GRADING.
12. TEMPORARY DIVERSION DITCHES SHALL BE INSTALLED AT THE TOP
OF FILL SLOPES OR WHERE NEEDED, DITCHES SHOULD BE INSPECTED AT
THE END OF EACH WORK DAY (SEE DETAIL).
13. COMPLETE SURFACE ROUGHENING (SEE DETAIL).
14. INSTALL RUNOFF CONVEYANCE SYSTEMS - SWALES, INLET AND
OUTLET PROTECTION.
15. TEMPORARY SEEDING SHALL BE INSTALLED WITHIN 7 CALENDAR
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. (SEE
SEEDING IN DETAILS)
16. INSTALL SWALE MATTING PER SCHEDULE AND MANUFACTURER'S
INSTRUCTIONS.
17. INSTALL CHECK DAMS IN SWALES AS SHOWN OR AS NECESSARY TO
REDUCE SEDIMENTATION (SEE DETAIL).
SYMBOL LEGEND
SYMBOL DESCRIPTION INDEX
EXISTING CONTOUR
PROPOSED CONTOUR
__. �.
D I STURBANCE BOUNDARY
�xxxxX
2-EC4.O
EROSION CONTROL MATTING
DITCH OUTLET PROTECTION
5-EC4.O
'91 woo
.
6-EC4.O
OUTLET PROTECTION (ENERGY DISSIPATOR)
',€1
INLET PROTECTION
3-EC4.0
x
I-EC4.O
TREE PROTECTION FENCE
x x
REINFORCED SILT FENCE
4-EC4. I
o o o o
.--.--.--.--.--.--. - - -
TEMPORARY DIVERSION DITCH
2-EC4.I
ROCK CHECK DAM
4-EC4.O
Ts
TEMPORARY SEED
3-EC4.2
SURFACE ROUGHENING
I-EC4.2
TEMPORARY SLOPE DRAIN
3-EC4.I
SEDIMENT TRAP WITH ROCK SEDIMENT DYKE
5-EC4. I
TEMPORARY PIPE
4-EC4.2
PERMANENT PIPE
DRAINAGE TO SEDIMENT TRAPS
DRAINAGE TO SILT FENCE
Sediment Trap Schedule
Phase 1
Trap
Drainage
Area
Required Surface
Area
Required volume
Depth
Bottom Surface
Elev
Surface Area
Volume
weir width
weir
elevation
ST1
0.82
1275 SF
2957 CF
2.30'
1283
1653 SF
3806 CF
4'
1285.00
ST2
0.5
1096 SF
1806 CF
1.65'
1245
1119 SF
1933 CF
4'
1247.00
ST3
0.79
1079 SF
2835 CF
2.62'
1257
1252 SF
3092 CF
4'
1260.00
ST4
0.94
1292 SF
3400 CF
2.63'
1287
1310 SF
3859 CF
4'
1290.00
ST5
0.57
879 SF
2052 CF
2.50'
1290
1063 SF
2266 CF
4'
1292.00
ST6
0.75
1600 SF
2713 CF
1.70'
1218
1894 SF
3328 CF
4'
1219.00
ST7
0.77
1818 SF
2756 CF
1.50'
1230
1836 SF
3229 CF
4'
1231.00
SHEET
62
SHEET
EC1.3
SHEET
SHEET EC1.4
EC1.7
�s
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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00
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
Q
0
IREVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright ©2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
EROSION &
SEDIMENT CONTROL
PHASE 1
EC1.O

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EQUINOX
4tilit4
Asheville,
37
Haywood
t 828.253.6856
f 828.253.8256
St.
Suite 100
NC 28801
SEAL
DESIGN BY:
DRAWN BY:
CHECKED BY:
REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright @ 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
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EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
DESIGN BY:
DRAWN BY:
CHECKED BY:
REVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
i
Copyright@ 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
EROSION &
SEDIMENT
CONTROL PHASE 2
C2.5
64

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SYMBOL LEGEND
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TEMPORARY SEED
3-EC4.2
PERMANENT PI PE
30 15 0
SCALE 1" = 30'
30
60
400r...4
........„1,41,„
EQUINOX
Asheville,
ilili____
37
Haywood
t 828.253.6856
f 828.253.8256
St.
Suite 100
NC 28801
SEAL
DESIGN BY:
DRAWN BY:
CHECKED BY:
Lu
REVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright@ 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: if this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
EROSION &
SEDIMENT
CONTROL PHASE 3
C3•2
65

TREE PROTECTION FENCING TO BE PLACED
AROUND THE DRIPLINE OR OUTER EDGE
OF THE TREE CANOPY
ORANGE
CONSTRUCTION FENCE
4' HEIGHT MIN.
SECTION
TREE PROTECTION:
STEEL "T" POSTS
MAX 10' O.C.
EXISTING GRADE
1. PRIOR TO COMMENCING SITE CONSTRUCTION OR CLEARING (THE LAND DISTURBANCE AREA)
TREES TO BE PRESERVED SHALL BE FLAGGED WITH BLUE RIBBON ENCIRCLING THE TRUNK AND
A FOUR FOOT HIGH BARRIER SUFFICIENTLY PROMINENT VISUALLY TO PREVENT ENCROACHMENT
BY PEOPLE AND VEHICLES SHALL BE ERECTED AROUND TREES TO REMAIN. BARRIERS SHALL
BE PLACED AT THE DRIP LINE OF THE TREE WHERE PRACTICAL BUT NO LESS THAN FIVE FEET
FROM THE TRUNK OF THE TREE. THIS ENCLOSED AREA SHALL BE THE TREE PROTECTION
ZONE OR AREA. USE OF ORANGE POLYETHYLENE SAFETY FENCING OR SIMILAR MATERIAL IS
RECOMMENDED FOR THE BARRIER MATERIAL. THE RIBBONS AND BARRIERS SHALL REMAIN IN
PLACE UNTIL ALL CONSTRUCTION AND GRASSING OPERATIONS ARE COMPLETE.
2. PASSIVE FORMS OF TREE PROTECTION - SUCH AS CONTINUOUS ROPE OR FLAGGING MAY BE
UTILIZED TO MARK TREE SAVE AREAS WHICH ARE REMOTE FROM AREAS OF LAND DISTURBANCE.
3. NO BUILDING MATERIALS, DIRT, DEBRIS, OILS, PAINTS, OR ANY OTHER MATERIALS, EQUIPMENT,
OR VEHICLES SHALL BE PLACED OR DEPOSITED WITHIN THE PROTECTION AREA NOR SHALL ANY
TRENCHING OR PAVING BE DONE WITHIN THE PROTECTION AREA.
4. NO CHANGE IN GRADE SHALL BE PERMITTED WITHIN THE TREE PROTECTION ZONE EXCEPT FOR
A TWO (2") FILL OF TOPSOIL OR MULCH.
5. UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND AND AWAY FROM TREE PROTECTION
ZONES. NECESSARY INSTALLATION THROUGH PROTECTION ZONES SHALL BE ACCOMPLISHED
THROUGH TUNNELING RATHER THAN CUTTING OPEN TRENCHES.
6. NO EQUIPMENT SHALL PASS OR BE PARKED WITHIN TREE PROTECTION ZONES TO PROTECT
TREE ROOTS FROM EXCESSIVE COMPACTION DURING CONSTRUCTION.
�5J
TREE POTECTIO\
NOT TO SCALE
STRAW WATTLE
ANCHOR TO GRADE
DITCH OUTFALL
PLAN VIEW
PLAN SYMBOL
x x
EXTEND TENAX MULTI -MAT OR EQUAL
10' BEYOND OUTLET PROTECTION OR WHERE
DITCH MEETS ANOTHER LINER MATERIAL
1" WASHED STONE FILTER
II
DITCH OUTFALL
TENAX MULTI -MAT
OR EQUAL
NOTCHED WEIR
II _III —I
CROSS SECTION
RIP RAP
DITCH OUTLET PROTECTION
STRAW WATTLE
5 FT.
MAX; ���♦
WI��
PLAN SYMBOL
DOUBLE SIDED BIODEGRADABLE
STRAW BLANKET (NORTH AMERICAN GREEN BIONET
BLANKET), BIODEGRADABLE JUTE MATTING OR
EQUIVALENT
TEMPORARY/ PERMANENT
SEEDING ON BANKS
PERMANENT SEED MIX
�2\
10"
ALLOW 3" OVERLAP
BETWEEN PARALLEL STRIPS
“Q/
BURY THE TOP END OF THE MAT IN A TRENCH
4" OR MORE IN DEPTH. TAMP THE TRENCH FULL OF SOIL.
SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN
FROM THE TRENCH. OVERLAP END OF TOP STRIP 6"
AND STAPLE.
EOSIO\ CO\TOOL VATTING
WOOD/BIODEGRADABLE STAPLES
.091" DIA. OR LARGER: U SHAPED
6" LEGS OR APPROVED EQUAL
(STAPLES PER EROSION
CONTROL MATTING SPECIFICATIONS)
MATTING TUCKED AT EDGE AND STAPLED
THROUGH FOLD TO SECURE
6" MIN.
OVERLAP
NOTE:
THE MOST UPSLOPE EDGE OF
EROSION CONTROL BLANKETS
IS TO BE STAPLED 2' O.C.
Allllllllllllllllll
•
II'00,IIIIIIIIIIII
II101 `��'
III 11, W
A111111111111 �` ' 0001l0000ll
IIIIIItdm l\j11111111111
II '1� IIIIIQI
llllllilllll 1p 1_' 410IIIIIII
III 00°'
1 _♦
111111111111171111t1111;
'I
DOUBLE SIDED BIODEGRADABLE
STRAW BLANKET (NORTH AMERICAN GREEN BIONET
BLANKET), BIODEGRADABLE JUTE MATTING OR
EQUIVALENT
DIRECTION OF
WATER FLOW
STAPLES IN ALTERNATING
PATTERN +/-5' APART
4 STAPLES IN ROW ALONG END
AND ALONG EDGE OF SWALE CHANNEL
BOTH SIDES
HILLSIDE APPLICATION
PLAN SYMBOL
NOT TO SCALE
WRAP WATTLE ONTO
ITSELF AND CONTINUE
BUILDING UP,
IF NECESSARY
NOT TO SCALE
iljr714rim k.S7
METAL POSTS DRIVEN INTO EXISTING GRADE
AT 45° ANGLE OVER WATTLE
ATTACH T-POST OR TREATED
2X4 HORIZONTALLY TO POSTS
TO FORM A CONTINUOUS TOP BAND
I•
tv.;
44,1414.0.0 4., .4 stor '44.46+
117:
NtO
44•
A•►OIOIO�O� oI 0434•044## *Atilt •40- 40#
"TRENCH" WATTLE INTO
GROUND 14 OF
WATTLE THICKNESS
STRAW WATTLE, INSTALLED ACCORDING
TO MANUFACTURERS SPECIFICATIONS
ADDITIONAL STAKES THROUGH WATTLE
AROUND PERIMETER TO STABILIZE
NOTE: ILLUSTRATION DEPICTS A LOW POINT CATCH BASIN. IF INLET
PROTECTION IS APPLIED AT HEADWALL OR SINGLE -SIDED INLET
STRUCTURE, METAL POSTS MAY NOT BE REQUIRED, HOWEVER, WATTLE
IS TO BE KEYED INTO BANK ON BOTH SIDES OF INLET.
I\LET PROTECTION
NOT TO SCALE
PLAN SYMBOL
PIPE OUTFALL CLASS RIP RAP La
PIPE 1
CLASSA
8'
PIPE 2
CLASS A
9'
PIPE 3
CLASSA
8'
PIPE4
CLASSA
8'
PIPE 5
CLASSA
8'
PIPE 6
CLASS A
8'
PIPE 7
CLASS A
8'
PIPE 8
CLASSA
8'
PIPE9
CLASSA
8'
PIPE 9-1
CLASSA
8'
PIPE9-2
CLASSA
8'
PIPE 9-3
CLASSA
8'
PIPE 10-1
CLASS A
8'
PIPE 11
CLASSA
8'
PIPE 12
CLASSA
9'
PIPE 13
CLASSA
8'
PIPE 15
CLASSA
8'
PIPE 16
CLASSA
8'
PIPE 18
CLASSA
9'
PIPE 19
CLASSA
8'
PIPE 20
CLASS A
8'
PIPE 21
CLASS A
8'
PIPE 22
CLASS A
9'
PIPE 22-1
CLASS A
8'
PIPE 22-2
CLASS A
8'
PIPE 23
CLASS A
5'
PIPE 24
CLASS A
3'
OUTLET POTECTIO\
STONE
CLASS B
EROSION CONTROL
FILTER FABRIC
A
6" MIN.
A
1.5' MIN.
H—
FILTER FABRIC
24" MAX.
ATTFENTER
SECTION A —A
STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTTING AROUND THE DAM.
1 roc
'K CH EC
< DAM
PLAN SYMBOL
O°O°00
NOT TO SCALE
FOR METHOD SEE 8.06 OF NC EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL
3xD
D
La
•
AT •�iF�iawri:::::
::::::::::111
MIgmmiggiwaim
Lim
_ __ _
•••••" ' • • ...•:::::::::::
4, *wow Imp imitifre
71.4%; 1075::::: 1110,44oreir . ip iip;37
iiciro
4 V.. 11.5xDmax
W= D + La
D = PIPE DIA. IN INCHES
Dmax = MAXIMUM STONE SIZE (1.5 x d50)
FILTER FABRIC
PLAN SYMBOL
NOT TO SCALE
---.........
EQUIN
Asheville,
37
Haywood
t 828.253.6856
f 828.253.8256
OX
St.
Suite 100
NC 28801
SEAL
jL .. DSq;, <i:
;O O•9, 1-,--..
* ;~ 1542 =i *E
SO• ..P. • ;cJ
DESIGN BY:
DRAWN BY:
CHECKED BY:
w
a
0
IREVISIONS
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright© 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
EROSION &
SEDIMENT
CONTROL DETAILS
C4•O
66

EDGES SHALL BE TAPERED OUT
TOWARD ROAD TO PREVENT
TRACKING OF MUD ON THE EDGES
STONE DIAMETER 2' TO 3' AVERAGE,
6-INCH MINIMUM DEPTH
UNDERLYING NON -WOVEN
GEOTEXTILE FABRIC
INSTALLATION:
1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS
A CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY IMPERVIOUS SURFACE, SUCH AS A PARKING LOT.
2. INSTALL A NON -WOVEN GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE.
3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHERE NEEDED TO PROVIDE POSITIVE DRAINAGE.
4. LIMESTONE MAY NOT BE USED FOR THE STONE PAD.
INSPECTION AND MAINTENANCE:
1. INSPECT THE CONSTRUCTION ENTRANCE AT LEAST ONCE PER CALENDAR WEEK. CHECK FOR MUD AND SEDIMENT
BUILDUP AND PAD INTEGRITY. INSPECTIONS MAY BE NEEDED TO BE MORE FREQUENT DURING LONG PERIODS OF
WET WEATHER.
2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY
MEASURES USED TO TRAP SEDIMENT.
4. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY,
5. IMMEDIATELY REMOVE ANY MUD OR SEDIMENT TRACKED ONTO ADJACENT IMPERVIOUS SURFACES BY BRUSHING OR
SWEEPING. FLUSHING SHOULD ONLY BE USED WHEN THE WATER IS DIRECTED TO A SEDIMENT TRAP OR BASIN.
6. REMOVE CONSTRUCTION ENTRANCE ONLY AFTER THE SITE HAS REACHED FINAL STABIIJZA11ON. PERMANENT
VEGETATION SHOULD REPLACE AREAS WHERE THE CONSTRUCTION ENTRANCE HAS BEEN REMOVED UNLESS THE
AREA WILL BE CONVERTED TO AN IMPERVIOUS SURFACE TO SERVE POST -CONSTRUCTION.
TEMP. CONSTRUCTION ENTRANCE
COMPACTED SOIL
TEVPORAY DIVERSION DITCH
NOT TO SCALE
#3 Rebar Anchor
Typ. Staple for Slope
Drain. Place max of
10' O.C., 15" Min Depth
Rip Rap Apron
TEN
15" O Cor.
Plastic Pipe
4' Min.
Level Section
15" Min.
Dike
PORARY SLOPE D'AIN
PLAN SYMBOL
4' Min.
/\/\/\ \j\
FLOW
PLAN SYMBOL
PLAN VIEW
Inlet
12' Min.
Dike
PLAN SYMBOL
1111111111111111111111111111111111111
NOT TO SCALE
AS
10' ROCK CHECK EVERY 50-100'
ALONG SILT FENCE AS SHOWN
ON PLAN. USE CLASS B RIP RAP
LINED WITH #57 STONE ON
FLOW SIDE
WIRE -BACKED
MIRAFI 100X SILT FENCE FABRIC
(OR ENGINEERING APPROVED
EQUAL - SEE NOTE #3)
�4J
6-pi: if
MSp
CiNG
BACKFILL TRENCH
WITH COMPACTED
EARTH
ISOMETRIC VIEW
HEAVY DUTY PLASTIC TIES
(EVENLY SPACED, RESTRICTED
TO TOP 8 INCHES OF FABRIC)
NOTE:
TYPES (SENSITVE) FENCE
REQUIRES WOVEN WIRE
FENCE OR ALTERNATE
BACKING
FILTER FABRIC
COMPACTED
EARTH
RUNOFF
BURY AT LEAST 12 INCHES
OF FILTER FABRIC
TRENCH DETAIL
1.25 LB./LF STEEL POST
REINFORCED SILT FENCE
SILT FENCE
RUNOFF
INSTALLATION:
1. SILT FENCES SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2. INSTALL MINIMUM 10' (OR GREATER AS SPECIFIED ON PLANS) CHECKS (TIE -BACKS) AT END TO
PREVENT FLOWS FROM BY-PASSING SILT FENCE, AND EVERY50'-100' WHERE SILT FENCE IS
INSTALLED WITH SLOPE AND CONCENTRATED FLOWS ARE EXPECTED ALONG FENCE.
3. SILT FENCE SLURRY FLOW RATE TO BE 0.3 GPM/FT2, LESS THAN THE CLEAR WATER FLOW RATE OF
10 GPM/FT2.
INSPECTION AND MAINTENANCE:
END OF ROW: TURN UP SILT 1. INSPECT AND REPAIR SILT FENCE AT LEAST ONCE EVERY CALENDAR WEEK..
FENCE AT ENDS TO ENSURE 2. SEDIMENT SHALL BE REMOVED WHEN IT IS 1/3 THE HEIGHT OF THE SILT FENCE.
APPROPRIATE TRAPPING OF 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED.
4. UPON PROJECT COMPLETION, THE SILT FENCE SHALL BE REMOVED AND HAULED OFF -SITE. ANY
DEPOSITED SEDIMENT SHALL BE PROPERLY GRADED AND SEEDED.
f
3 FT. MINIMUM SPACING
5 FT. MAXIMUM SPACING
11=III II
II
DOUBLE ROW OF SILT FENCE
PLAN SYMBOL
NOT TO SCALE
SEDIMENT TRAP PLAN VIEW
A
0 0oU0-0o V0o -0--
)0-
o�oo�o o�oc
' OOoVQO ou
o
/
/
n B, 49)6,0o8\
o\
A
A
D
\
DESIGN SETTLED
TOP OF DAM
NON -WOVEN
GEOTEXTILE
FABRIC
1 -FT. THICK LAYER
1 -INCH D50 WASHED STONE
CLEAN OUT STAKE
SEDIMENT TRAP - GENERAL NOTES
1. Sediment traps should not be placed in Waters of the State or USGS blue -line streams (unless
approved by Federal Authorities).
2. The rock outlet structure shall consist of 12-inch D50 riprap. The upstream face of this outlet
shall consist of a 1-foot thick layer of 1-inch D50 washed stone. The maximum steepness of the
rock outlet structure shall be 2:1.
3. Both the rock outlet and the stone apron shall have an underlying layer of non -woven
geotextile filter fabric.
4. All internal side slopes of the sediment trap should be 2.5:1 or flatter.
5. A sediment cleanout stake should be installed and marked to remove sediment at 50% of the
sediment storage volume.
7. After construction of each sediment trap, the area disturbed to construct the trap should be
promptly stabilized, including all side slopes.
8. The following sediment trap requirements shall be maintained:
Maximum embankment height shall be 5-feet.
Maximum riprap outlet height shall be 3.5-feet.
Minimum flow length at top of riprap outlet shall be 5-feet.
SEDINENT TRAP
SECTION A - A
OVERFILL
0.5- FT. FOR
SETTLEMENT
COMPACTED EARTH
FILL AND ROCK
\oOodD ■l o o9f5•
oc5O,Qtk�
NATURAL
3-FT. GROUND
MINIMU
1:1 SIDE SLOPE OR
FLATTER
SECTION B - B
EXTEND STONE APRON
TO STABLE OUTLET
2:1
5-FT. MAX. FILL
NON -WOVEN GEOTEXTILE FABRIC
RIPRAP OUTLET
12-INCH D50
SEDIMENT TRAP - INSPECTION AND MAINTENANCE
1. The key to a functional sediment trap is weekly inspections, routine maintenance and regular
sediment removal.
2. Attention to sediment accumulations within the trap is extremely important. Accumulated
sediment deposition should be continually monitored in the trap and removed when
necessary.
3. Remove accumulated sediment when it reaches 50% of the designed
sediment storage volume as marked by the cleanout stake.
4. Removed sediment from the trap shall be placed in stockpile storage areas or spread thinly
across the disturbed area. Stabilize the removed sediment after it is relocated.
5. Regular inspections of sediment traps should be conducted once every calendar week and, as
recommended and within 24-hours after each rainfall event that produces 1/2-inch or more of
precipitation.
6. Disturbed areas resulting from the removal of the sediment trap should be permanently
stabilized and additional BMPs, such as silt fence, should be utilized to handle stormwater
runoff from this disturbed area until final stabilization is reached.
PLAN SYMBOL
NOT TO SCALE
....ail._
EQUINOX
400,K4,
_..,.
„„,„#„,,,,
Asheville,
37
Haywood
t 828.253.6856
f 828.253.8256
St.
Suite 100
NC 28801
SEAL
,,o llllllliii,,
C A
O\ ���O�PNDS�gA�O
�,
: ,:(1,
* '~ 1542 T:
LSO•....# ..........•I\
1111111111��,,0
DESIGN BY:
DRAWN BY:
CHECKED BY:
I.I.,
a
0
REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright© 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
EROSION &
SEDIMENT
CONTROL DETAILS
C4
•
67

DOZER TREADS CREATE CLEAT
IMPRINTS PARALLEL TO THE SLOPE
CONTOUR
AREA SHOULD BE SEEDED AND
STABILIZED IMMEDIATELY.
INSTALLATION:
1. TO SLOW EROSION, PERFORM SURFACE ROUGHENING (TRACKING) AS SOON AS POSSIBLE AFTER
VEGETATION HAS BEEN REMOVED FROM SLOPE.
2. CLEAT IMPRINTS SHOULD BE PARALLEL TO THE SLOPE.
3. USE TRACKING WITH TEMPORARY SEEDING AND MULCHING TO STABILIZE AN AREA.
4. PERFORM TRACKING IMMEDIATELY AFTER GRADING ACTIVITIES HAVE CEASED (TEMPORARILY OR
PERMANENTLY) IN AN AREA.
5. AVOID EXCESSIVE COMPACTING OF THE SOIL SURFACE WHEN TRACKING SINCE SOIL COMPACTION
INHIBITS VEGETATION GROWTH AND CAUSES HIGHER RUNOFF RATES. AS FEW PASSES AS
POSSIBLE SHOULD BE MADE WITH THE MACHINERY TO MINIMIZE COMPACTION.
INSPECTION AND MAINTENANCE:
1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR
WEEK.
2. IF RILLS (SMALL WATERCOURSES THAT HAVE STEEP SIDES AND USUALLY ARE ONLY A FEW INCHES
DEEP) APPEAR, RE -GRADE , RE -ROUGHEN AND RE -SEED IMMEDIATELY.
SURFACE ROUGHENING
NOT TO SCALE
10"
(TYP.)
NOTES:
—IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIII
%111
=1I1-
=III-
=III-
1=111
•'` 11E1II-
"D', 11=11 I-
_1 1E1 I I_
1E11 I-
II I I -
11ji
1I-
Ili; IT-
11.11�_
SOIL/SEDIMENT
STOCKPILE AREA
ORIGINAL GROUND SURFACE
1. SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR IF STOCKPILE AREA IS
LOCATED ON/NEAR A SLOPE THE SILT FENCE IS TO EXTEND ALONG CONTOURS OF THE
DOWN -GRADIENT AREA.
2. IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY STABILIZATION MEASURES
MUST BE IMPLEMENTED.
3. SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN REMOVED OR
PERMANENTLY STABILIZED.
4. THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY INSPECTIONS, ROUTINE
MAINTENANCE, AND REGULAR SEDIMENT REMOVAL.
TE
VIPORARY STOC
C PILE
PLAN SYMBOL
SILT FENCE
(SEE DETAIL)
�Illl�lllll�lllll�ill�lllll�lllll�llll
NOT TO SCALE
SEEDING SCHEDULE
1. SEE PLANTING & REVEGETATION SPECIFICATIONS FOR MORE INFORMATION
ON SEED APPLICATION AND ESTABLISHMENT.
2. CONTRACTOR TO KEEP RECORD OF SEED PURCHASE AND APPLICATION
RATES FOR FINAL INSPECTION (BAGS & RECEIPTS).
3. GROUND STABILIZATION REQUIRED IN (7) SEVEN DAYS ON PERIMETER AREAS
AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION IN (14) DAYS ON
OTHER AREAS
TEMPORARY SEEDING SCHEDULE
TEMPORARY SEEDING MUST OCCUR WHEN DENUDED AREAS WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 7 CALENDAR DAYS (SEE NOTE 3 ABOVE).
PERMANENT SEEDING SCHEDULE
PERMANENT SEEDING MUST OCCUR WITHIN 14 CALENDAR DAYS OF FINAL GRADING.
COVER CROPS (TEMPORARY SEEDING) TO BE ADDED TO PERMANENT SEEDING MIXES IF NO
TEMPORARY SEEDING HAS BEEN PLACED PREVIOUSLY.
SUMMER
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
PERMANENT SEEDING MIXES: RATE (LB/ACRE)
GERMAN MILLET 40
PARTRIDGE PEA 10
A small -stemmed sudangrass may be substituted for Partridge Pea at a rate of 50
lb/acre.
SEEDING DATES: May 15-Aug 15
"RIPARIAN BUFFER MIX" (ERNMX #178): 20
"GRASS MIX" (ERNMX #114): 100
"RAINGARDEN MIX" (ERNMX #180-2) 20
• "Grass Mix" seeding to be applied to all shoulders and and drainage ditches unless
otherwise noted.
• "Riparian Buffer Mix" seeding to be applied in all other locations.
• "Raingarden Seed Mix" seeding to be applied as noted on plans.
• The seed mixes above are listed in the specifications and available at ERNST
CONSERVATION SEEDS (800.873.3321). Local sources of similar seed mix may be used
(to be approved by Landscape Architect in writing).
WINTER &
EARLY SPRING
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
A small stemmed sudangrass may be substituted for Partridge Pea at a rate of
50 lb/acre.
SEEDING DATES: Feb 1-May 15
SOIL AMENDMENTS: Physically or chemically treat all exotic invasive plants before amending soil. Apply
FALL
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
lime and fertilizer according to soil tests or apply 4,000 lb/acre ground agricultural limestone and 1,000
lb/acre 5-10-10 fertilizer.
SOIL PREPARATION: Soil impacted by construction must be loosened prior to seeding by means of disking
ANNUAL (WINTER) RYE GRASS 60
PARTRIDGE PEA 10
A small -stemmed sudangrass may be substituted for Partridge Pea at a rate of 50 lb/acre.
SEEDING DATES: Aug 15-Dec 30
or raking. Seedbed shall be well-pulvarized, loose, and uniform. All stones larger than three (3) inches,
sticks, roots, and other extraneous materials shall be removed. Apply seed uniformly with a cyclon seeder,
drop -type spreader, drill or hydro -seeder. Cover broadcast seed by lightly raking, then firm surface with
roller or cultipacker. Cut or disc temporary seeding cover crop prior to seeding.
SEED PREPARATION:
GENERAL
SOIL AMENDMENTS:
Follow recommendation of soil tests. Use only amendments safe for riparian areas.
MULCH:
If banks exceed 4:1, apply seed, lime, and apply mulch.
MULCH:
Apply 4,000 lb/acre straw. Anchor straw by tacking.
MAINTENANCE:
Apply 4,000-5,000 lb/acre grain straw or equivalent cover of another suitable, weed -free mulching material.
Use a spray -on growth (mulch) matrix (FlexterrPFGM or equal) for slope embankments that exceed 3:1
slopes.
MAINTENANCE:
Refertilize if growth is not fully adequate. Topdress with 50 lb/acre of nitrogen in March (if
applicable). If it is necessary to extend temporary cover beyond June 15th overseed with
mixes provided. Reseed, re -fertilize and mulch immediately following erosion or other
damage.
Mow or cut back no more than once a year. Refertilize in the second year unless growth is fully adequate.
Reseed, fertilize, and mulch damaged areas immediately. Weed during first 2 years of establishment.
PLAN SYMBOL
SEEDING SCHEDULES
NOT TO SCALE
15" 0 Cor.
Plastic Pipe
COVER OVER PIPE AS NECESSARY
I � .
Rip Rap Apron
TEMPORARY PIPE
Dike
4' Min.
3
TYP.
121
Min.
PLAN SYMBOL
NOT TO SCALE
.00,K4,
--............. .4 .#1"
EQUINOX
37 Haywood St.
Suite 100
Asheville, NC 28801
t 828.253.6856
f 828.253.8256
SEAL
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DESIGN BY:
DRAWN BY:
CHECKED BY:
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REVISIONS
I
Duke Energy Corporation
BLACK BEAR ACCESS AREA
Marion, NC 28752
6514 Lake James Road
Copyright© 2020, Equinox Environmental
Consultation & Design, Inc.
PHASE
100% CDS
DATE
February 15, 2021
DRAWING SCALE
AS SHOWN
NOTE: If this drawing is not 24x36" it has been revised
from its original size and the scales noted on
drawings/details are no longer applicable.
DRAWING NAME
EROSION &
SEDIMENT
CONTROL DETAILS
C4
• 2
68