20200763 Ver 1_401 Application_20200609

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#* 2020 Version* 1
0763
Is this project a public transportation project?* r Yes
r No
Reviewer List:* AmyAnnino:eads\amannino
Select Reviewing Office:* Asheville Regional Office - (828) 296-
4500
Submittal Type:* 401 Application
Does this project require a request for payment to be sent?
r Yes
r No
How much is owed?* r $240.00
r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* r
New Project
r
New Project w Existing ID
r
Pre -Application Submittal
r
More Information Response
r
Other Agency Comments
r
For the Record Only (Courtesy Copy)
r
Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name:
Email Address:
Project Information
Project Name:
Is this a public transportation project?
Alea Tuttle
ftio is subaitting the infornation?
[e-mail]
Highlands at Lake Lure Slope Stabilization
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Rutherford
Please upload all files that need to be submited. Oickthe upload button ordrag and drop fileshere toattach
docurrent
592 PCN Application Submitted
14.16M6
6.9.2020.pdf
Only pdf or lm7 files are accepted.

Describe the attachments: The attached "After The Fact' Pre -Construction
Notification (PCN) is being submitted on behalf of
Highlands of Lake Lure POA, represented by Mr.
David Bennett. The project site consists of 5.32
acres located at on Clear Creek Trail, in Lake
Lure, Rutherford County, NC. The applicant is
seeking a Nationwide Permit 45 and Water
Quality General Certification 4143 for
replacement of a 40 foot culvert, additional 47
feet of fill and 35 feet of streambank stabilization
to repair impacts resulting from a catastrophic
slope failure below Clear Creek Trail.
Sign and Submit
W By checking the box and signing box below, I certify
that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this 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 online form."
Signature:
Submittal Date: Is filled in automatically.

CLearWater
C1earWater Environmental Consultants, Inc.
www cwenv.com
June 9, 2020
Brandee Boggs Amy Annino
US Army Corps of Engineers NC Division of Water Resources
Asheville Regulatory Field Office Asheville Regional Office
151 Patton Avenue, Room 208 2090 U.S. 70 Highway Swannanoa,
Asheville, North Carolina 28801-2638 NC 28778-8211
RE: Highlands at Lake Lure Slope Failure Stabilization
Nationwide Permit 45 After -The -Fact Application
Water Quality General Certification 4143 Application
Rutherford County, North Carolina
Ms. Boggs and Ms.Annino:
The attached "After The Fact" Pre -Construction Notification (PCN) is being submitted on
behalf of Highlands of Lake Lure POA, represented by Mr. David Bennett. The project site
consists of 5.32 acres located at on Clear Creek Trail, in Lake Lure, Rutherford County,
NC. The applicant is seeking a Nationwide Permit 45 and Water Quality General
Certification 4143 for replacement of a 40 foot culvert, additional 47 feet of fill and 35 feet
of streambank stabilization to repair impacts resulting from a catastrophic slope failure
below Clear Creek Trail.
Should you have any questions regarding the attached PCN and supplemental information
please do not hesitate to contact me at 828-698-9800. A copy of this application has been
furnished to Andrea Leslie of the NC Wildlife Resources Commission and Byron
Hamstead of the US Fish and Wildlife Service.
Respectfully,
Alea Tuttle, P W.S.
Biologist
CC:
Andrea Leslie — NC Wildlife Resources Commission
Byron Hamstead — US Fish and Wildlife Service.
32 Clayton Street
Asheville, NC 28801
828-698-9800 Tel
R. Cl t d le, . .S.
Principal

Preliminary ORM Data Entry Fields for New Actions
SAW — 201 - BEGIN DATE [Received Date]:
Prepare file folder
1. Project Name [PCN Form A2a]:
2. Work Type: Private 7 Institutional ❑
Assign Action ID Number in ORM ❑
Government ❑ Commercial ❑
3. Project Description / Purpose [PCN Form B3d and B3e]:
This is an After -the -fact permit request for repairs to the hillslope, stream bed, and stream banks
following a slope failure (discreet event), and replacement of a diverted culvert.
4. Property Owner / Applicant [PCN Form A3 or A4]: See attached supplemental information.
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Clearwater Environmental Consultants
6. Related Action ID Number(s) [PCN Form B5b]: SAW-2005-32087 / NOV-2019-PC-0591
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form B1b]:
The Highlands of Lake Lure is located off of U.S. 64/74, 1 mile past intersection with NC 9; in the
Town of Lake Lure; 35.421498,-82.212226
8. Project Location -Tax Parcel ID [PCN Form B1a]: 1639433-11639438
9. Project Location — County [PCN Form A2b]: Rutherford
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Lake Lure
11. Project Information — Nearest Waterbody [PCN Form B2a]: Lake Lure
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: Broad; 03050105
Authorization: Section 10 ❑ Section 404
Regulatory Action Type:
❑Standard Permit
✓ Nationwide Permit # 45
❑ Regional General Permit #
❑ Jurisdictional Determination Request
W1 Section 10 & 404 ❑
R
Pre-Application Request
Unauthorized Activity
0 Compliance
❑ No Permit Required
Revised 20150602

COmlectGlS Feature Report
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1 of 2 6/8/2020, 6:16 PM

ConnectGIS Feature Report
liaps:Hrutherfordcouinty.comectgis.com/DownloadFile.ashx?i= ag3_rnap...
Geo-pin City_ Deed Date
0642335846 LAKE LURE 8/19/2013 12:00:00 AM
ParcellD Township Land Class
47389 Chimney Rock SINGLE FAMILY RES
Acreage Zoning Deed Book
3.21 RESIDENTIAL - MIN 2 AC 1069
Deed Page Map Book Map Page
85 26 245
Index -Type Map Block Lot Parcel Number
CRP 5261 51 1639433
Property Address Neighborhood Fire District
0 CLEAR CREEK TRL V25B
Special Tax Districts Owner Name Owner Mailing Address
F17 TWN ILL MUNI FIRE JENNINGS, JOHN R 3353 63RD SQ
Owner Mailing City_ Owner Mailing State Owner Mailing Zip
VERO BEACH FL 32966
Land Tax Value Building Tax Value Total Assessed Value
39900 0 39900
Revenue Stamp Structure Size Under_Assmt_Flag
0 N
Subdivision Sale Price OBJECTID 1
HIGHLANDS OF LAKE LURE L031 41135
PH2
Rutherford County Geographic Information Systems (GIS) Data Distribution Disclaimer The County of Rutherford acquires, develops, maintains and uses GIS data in
support of its internal business functions and for the public services it provides. The GIS data which Rutherford County distributes and to which it provides access,
may not be suitable for other purposes or uses. It is the users€'"s responsibility to verify any information derived from the GIS data before making any decisions o
taking any actions based on the information. Rutherford County shall not be held liable for any errors in the GIS data. This includes errors of omission, commission,
errors concerning the content of the data, and relative and positional accuracy of the data. Source information used for this data may have been collected at
different scales, times or definitions, resulting in inconsistencies among features represented together on this map. In no event shall Rutherford County becom
liable to users of these data, or any other party, for any loss or direct, indirect, special, incidental or consequential damages, including but not limited to time, money
or goodwill, arising from the use or modification of the data. The Geographic Information System (GIS) Data made available on the GIS website does not represent
legally recorded maps or surveys and is not intended to be used as such. The information contained in GIS data is dynamic and constantly changes over time. This
data is not better than the original sources from which they were derived. GIS data should not be used for navigational, tracking or any other purpose requiring
exact measurement of distance or direction or precision in the depiction of geographic features. Nor should it be used for making financial or any other
commitments. The maps/data provided herein are for illustration purposes only and are not suitable for site -specific decision making. Parcel data was prepared for
he visual representation of real property found within Rutherford County, and is not necessarily accurate by surveying standards. If absolute accuracy and detail is
required, the deeds, plats and other related records on file should be consulted. Parcel ownership lines are for taxing purposes only and are not intended for
conveyance. This data has been developed using public funds. It is therefore in the public domain. Users agree that they will not sell this data; neither will they sell o
share their access to this data. As a condition of providing access to electronic GIS data, Rutherford County reserves the right to require that the user agree in
writing that the data will not be resold or otherwise used for trade or commercial purposes pursuant to N.C. Gen. Stat. A§132.10.
2 of 2 6/8/2020, 6:16 PM

ComectGlS Feature Report
https: Hrutherfordcounty.comectgis. corWDownloadFile.ashx?i=_ags_rmp...
1 of 2 6/8/2020, 6:15 PM

ComectGlS Feature Report
https: Hrutherfordcounty.comectgis. corWDownloadFile.ashx?i=_ags_rmp...
Geo-pin City_ Deed Date
0642342001 LAKE LURE 5/30/2013 12:00:00 AM
ParcellD Township Land Class
47394 Chimney Rock SINGLE FAMILY RES
Acreage Zoning Deed Book
2.11 RESIDENTIAL - MIN 2 AC 1064
Deed Page Map Book Map Page
621 26 245
Index -Type Map Block Lot Parcel Number
CRP 5261 55 1639438
Property Address Neighborhood Fire District
218 CLEAR CREEK TRL V25B
Special Tax Districts Owner Name Owner Mailing Address
F17 TWN ILL MUNI FIRE HILL, LARRY C TRUSTEE 7750 DOUBLETON DRIVE
Owner Mailing City_ Owner Mailing State Owner Mailing Zip
DELRAY BEACH FL 33446
Land Tax Value Building Tax Value Total Assessed Value
134200 398900 533100
Revenue Stamp Structure Size Under_Assmt_Flag
2130 N
Subdivision Sale Price OBJECTID 1
HIGHLANDS OF LAKE LURE L035 32876
PH2
Rutherford County Geographic Information Systems (GIS) Data Distribution Disclaimer The County of Rutherford acquires, develops, maintains and uses GIS data in
support of its internal business functions and for the public services it provides. The GIS data which Rutherford County distributes and to which it provides access,
may not be suitable for other purposes or uses. It is the users€'"s responsibility to verify any information derived from the GIS data before making any decisions o
taking any actions based on the information. Rutherford County shall not be held liable for any errors in the GIS data. This includes errors of omission, commission,
errors concerning the content of the data, and relative and positional accuracy of the data. Source information used for this data may have been collected at
different scales, times or definitions, resulting in inconsistencies among features represented together on this map. In no event shall Rutherford County becom
liable to users of these data, or any other party, for any loss or direct, indirect, special, incidental or consequential damages, including but not limited to time, money
or goodwill, arising from the use or modification of the data. The Geographic Information System (GIS) Data made available on the GIS website does not represent
legally recorded maps or surveys and is not intended to be used as such. The information contained in GIS data is dynamic and constantly changes over time. This
data is not better than the original sources from which they were derived. GIS data should not be used for navigational, tracking or any other purpose requiring
exact measurement of distance or direction or precision in the depiction of geographic features. Nor should it be used for making financial or any other
commitments. The maps/data provided herein are for illustration purposes only and are not suitable for site -specific decision making. Parcel data was prepared for
he visual representation of real property found within Rutherford County, and is not necessarily accurate by surveying standards. If absolute accuracy and detail is
required, the deeds, plats and other related records on file should be consulted. Parcel ownership lines are for taxing purposes only and are not intended for
conveyance. This data has been developed using public funds. It is therefore in the public domain. Users agree that they will not sell this data; neither will they sell o
share their access to this data. As a condition of providing access to electronic GIS data, Rutherford County reserves the right to require that the user agree in
writing that the data will not be resold or otherwise used for trade or commercial purposes pursuant to N.C. Gen. Stat. A§132.10.
2 of 2 6/8/2020, 6:15 PM

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 45 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Highlands at Lake Lure Slope Stabilization
2b.
County:
Rutherford
2c.
Nearest municipality / town:
Lake Lure
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Please see attached supplemental information
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑X Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
R. Clement Riddle
5b.
Business name
(if applicable):
Clearwater Environmental Consultants
5c.
Street address:
32 Clayton Street
5d.
City, state, zip:
Asheville, NC
5e.
Telephone no.:
828-698-8010
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1639433; 1639438
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.421498 Longitude:-82.212226
1 c.
Property size:
5.32 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Lake Lure
2b.
Water Quality Classification of nearest receiving water:
B; Tr
2c.
River basin:
Broad; 03050105
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is primarily forested, with residential and transportation uses. The general vicinity is primarily forested and open water, with residential,
recreational and commercial uses.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 400
3d. Explain the purpose of the proposed project:
The purpose of the project is to stabilize an eroded upland hillslope and restore the flow of an Unnamed Tributary to Lake Lure to the original drainage.
3e. Describe the overall project in detail, including the type of equipment to be used:
Please see attached Supplemental Information
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases) in the past?
❑ Yes 0 No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
0 Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
NWP Permit 39 SAW-2005-32087 (Attached) in 2005 for 110 LF of permanent stream impacts associated with the construction of Highlands Phase 2.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Proposed work to stabilize the slope failure is not a phased project.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
LIT to Lake Lure
PER
Corps
1
47
S2 P
Stabilization
LIT to Lake Lure
PER
Corps
1
35
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
82
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
Choose one
Choose
O2
Choose one
Choose
O3
Choose one
Choose
O4
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require miti ation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This project is undertaken to address impacts associated with a slope failure. All impacts associated with this design are intended to minimize fill while
reducing the energy of storm water and reconstructing a new stable channel.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control methods will be used on site. Equipment will be operated from high ground. All in stream work will be completed in the
d ry.
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 ❑X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a.
Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑X No
6b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone
1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g.
If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h.
Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
This
project will not increase impervious surface.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
DWR
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Lake Lure
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes 0 No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑X Yes ❑ No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑X Yes ❑ No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Highlands
of Lake Lure was issued a Notice of Violation by DWR (NOV2019-PC-0591) on August 22, 2019 for failure to secure a 401 Water Quality
Certification
following the redirecting of the flow of LIT to Lake Lure into a neighboring catchment, placement of fill in the stream channel below the
existing culvert, and subsequent slope failure resulting in degradation of downstream water quality, failing to protect the use classification of "B" and
"Tr" assigned to these waters. (Attachment A)
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project will not result in additional development.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
This
project will not generate wastewater.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes 59 No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. -
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Please see attached Supplemental Information.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem IMS. Impact will not occur in a marine system.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes ©No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
CEC consulted the State Historic Preservation Office HPO Web mapping database. There are no areas on the National Register of Historic Places
within one mile of the project area.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
GEC consulted FEMA Firm Panel 3710064200J, Effective July 1, 2008.
V. C I eMe►nf R , ldlle. al,�Za
Applicant/Agent's Printed Name Applican Ag nt's Signature Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Supplemental Information
PCN Application Highlands and Lake Lure Slope Failure Stabilization
SAW-2005-32087 / NOV-2019-PC-0591
Property Owner / Applicant
The application is submitted on behalf of the Highlands at Lake Lure POA, represented by David
Bennett. The work will take place on parcels 1639433 and 1639438 owned by Larry C Hill
Trustee of Delray Beach Florida and John R Jennings of Vero Beach Florida, members of the
POA.
B. Project Information and Prior Project History
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will implement the Corrective Action Plan approved by the Division of Water
Resources on April 29, 2020 as a response to a Notice of Violation issued August 22, 2019.
(Attachment A). The Corrective Action Plan includes implementation of attached repair plans at
the location of the upland slope failure, as well as removal of sediment in the unnamed tributary
to Lake Lure. The corrective action plan approval, and repair plans produced by Odom
Engineering PLLC are in Attachment B. Impacts to Waters of the US associated with the repairs
are included in Figure 5. An existing 40' culvert was bypassed and removed as a result of this
project. Stream Impact S1 is the placement of the stream off line into 151 LF of 18" HDPE and
36" x 36" catch basin before rerouting into the stream bed, resulting in the loss of 47 LF of
original stream length, and S2 is the construction of a series of stepped plunge pools (35 LF) to
stabilize the stream bed and banks and dissipate energy.
F. Supplementary Information
5d. What data sources did you use to determine whether your site would impact
Endangered Species or Designated Critical Habitat?
CEC Consulted the US Fish and Wildlife Service (USFWS) list of federally protected species for
Rutherford County, the USFWS Northern Long -Eared Bat Consultation areas Map for
Rutherford County, and the NC Natural Heritage Program (NCNHP) Database for federally
listed species within a one mile radius of the site.
USFWS indicates that the project area is in a HUC known to contain Maternity Trees or
Hibernacula. The NCNHP database indicates that there are two known element occurrences of
white irisette (Sisyrinchium dichotomum) , a federally endangered plant, within a one mile radius
of the site. (Attachment C)
It is the opinion of CEC that there is no suitable habitat for white irisette within the proposed
project area.

Highlands at Lake Lure (+/- 5.32 AC)
Project Area
(Parcel Boundary)
64
E
Lake Lure
`N r
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Drawn by: AKT Date; 6.8.2920 CEC Project #592 , �c
Rutherford County, CLearWaEer Vicinity Map
North Carolina Figure 1
32 Clayton St
Asheville, North Carolina 28801

Highlands at Lake Lure (+/- 5.32 AC)
1 .-
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,Drawn by' a e;
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Y North Carolina Lake Lure Quad 1:24K
32 Clayton St Figure 2
Asheville, North Carolina 28801

Highlands at Lake Lure (+/- 5.32 AC)
,
1
,
,
ALk
\ f'
Slope Repair
Legend
Approximate repair area
L__ i Project Area Parcel Boundary
Drawn by: AKT Date; 6.8.2020 CEC Project #592
Rutherford County,
North Carolina
[LearWaEer
32 Clayton St
, North Carolina 28801
Aerial Photograph
NCCGIA (2019)
Figure 3

Highlands at Lake Lure (+/- 5.32 AC)
1
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EvD
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Legend
0 Approximate repair area
L--- Project Area Parcel Boundary
Soils
EvD- Evard-Cowee complex, 15-30% slopes
EvE- Evard-Cowee complex 30-50% slopes
Drawn by: AKT Date; 6.8.2020 CEC Project #592
Rutherford County,
North Carolina
,,�ji.•��! . f� t •• . .. �,.. � • �. r-fir.-' r�
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, North Carolina 28801
USDA Soils Map
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Figure 4

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1 OF 1 0
�
Figure 5

Highlands at Lake Lure (+/- 5.32 AC)
Project Area
(Parcel Boundary))
5-
7
loop ?A
Legend
r
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,,O. Zone AE
Drawn by: AKT Date; 6.8.2020 CEC Project #592 ar
[LearWaEer FEMA Floodplain Map
Rutherford County, FIRM Panel 3710064200J
North Carolina 32 Clayton St y Effective Jul 1 2008
Asheville, North Carolina 28801 Figure 6

Attachment A:
Notice of Violation issued to the Highlands of Lake Lure POA represented by
Mr. David Bennett

DocuSign Envelope ID: 8B9F75AC-9E30-4EFF-9941-B4F57A624F8A
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
August 22, 2019
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Highlands of Lake Lure HOA
Attn: David Bennett
301 Clear Creek Trail
Lake Lure, NC 28746
Return Receipt #
7019 0700 0000 8867 5398
JRS Land Group & Investments
Attn: Joe Rosso
6216 Farmingdale Drive
Charlotte, NC 28212
Return Receipt #
7019 0700 0000 8867 5992
NORTH CAROLINA
Environmental Quality
SUBJECT: NOTICE OF VIOLATION and
RECOMMENDATION FOR ENFORCEMENT
Highlands of Lake Lure — Clear Creek Trail
NOV-2019-PC-0591
Failure to Secure 401 Water Quality Certificate
Stream Standard Violation - Removal of Best Usage
Stream Standard Violation - Other Waste (In -stream sediment)
Rutherford County
Response deadline: September 23, 2019
Dear Mr. Bennett and Mr. Rosso:
On July 25, 2019, Amy Annino from the Asheville Regional Office of the Division of Water
Resources (DWR) conducted a site inspection of the unstable, eroding slope below Clear Creek
Trail in the Highlands of Lake Lure subdivision. Brad Burton and Mitchell Anderson with the
Town of Lake Lure were present during the inspection.
During the inspection, DWR staff noted that a culvert below Clear Creek Trail had been removed
during the process to repair the failing road. The culvert has been rerouted to direct stream flow
of an unnamed tributary (UT) to Lake Lure (Class B; Tr) down a stormwater ditch along Clear
D EQ
'� North Carolina Department of Environmental Quality 1 Division of Water Resources
Asheville Regional Office 1 2090 U.S. Highway 70 1 Swannanoa, North Carolina 28778
NORTH CAROLINp �
neaa�Mor eaW­ taiC Ady /"� 828.296.4500

DocuSign Envelope ID: 8B9F75AC-9E30-4EFF-9941-B4F57A624F8A
Highlands of Lake Lure — Clear Creek Trail
NOV-2019-PC-0591
Page 2 of 4
Creek Trail. A phone conversation on July 31, 2019, between David Bennett and DWR staff
confirmed that the Highlands of Lake Lure HOA was responsible for directing the removal of the
culvert and rerouting of the stream. As a result of the site inspection and file review, the
following violations were identified:
VIOLATIONS
L Failure to Secure a 401 Water Quality Certification (WQC)
A review of records confirmed that neither the DWR nor the US Army Corps of Engineers
(USACE) has received an application for a 404 Permit or 401 WQC, prior to the impacts noted
above. Such an application is required pursuant to Section 404 of the Clean Water Act and
Part 15A of North Carolina Administrative Code 2H .0500.
REQUIRED RESPONSE
Accordingly, you are directed to respond to this letter by September 23, 2019. Your response
should be sent to this office at the footer address or via email to Amy. Anninogncdenr. gov and
include the following:
1. Failure to Secure a 401 Water Quality Certification
a. Please explain why the culvert removal and stream relocation occurred
without prior authorization.
Two (2) options exist to resolve the violations related to the 401 Water Quality
Certification:
1. Apply to the U.S. Army Corps of Engineers for and receive a 404 Permit
pertaining to the stream and wetland modifications or fill that has occurred by
October 1, 2019. A 401 WQC will be required if the activities are permitted
by the USACE. The application process as described does not guarantee the
impacts will be approved.
2. Restore the stream and wetlands to pre-existing conditions.
a. This will include the restoration of stream channels and wetlands as
well as the restoration of streambanks and buffers along streams.
If pursuing Option 1:
a. Contact the U S. Army Corps of Engineers to determine the permitting needs
of the activities you have undertaken. The Asheville office phone number is
[phone].

DocuSign Envelope ID: 8B9F75AC-9E30-4EFF-9941-B4F57A624F8A
Highlands of Lake Lure — Clear Creek Trail
NOV-2019-PC-0591
Page 3 of 4
b. Provide a proposed schedule of when you expect to have the required Pre -
Construction Notification (401 WQC application) submitted to DWR.
If pursuing Option 2:
a. Please submit a Stream Restoration Plan to this office for review and
approval. You must secure an environmental consultant experienced in
stream and wetland restoration to assist you with development of your plan
and authorization necessary to achieve compliance. The plan must include the
restoration of stream channels as well as the restoration of the streambanks
and buffer along streams.
b. It is recommended that your consultant contact Amy Annino of the Asheville
Regional Office for additional guidance during plan development. The plan
should include the following:
c. A proposed schedule with dates that indicate when you expect to begin and
complete the restoration work.
d. Once the plan has been implemented and is complete, a final report
documenting restoration of the stream should be submitted to Amy Annino.
Thank you for your attention to this matter. This Office is considering sending a
recommendation for enforcement to the Director of the Division of Water Resources regarding
these issues and any future/continued violations that may be encountered. Your above -
mentioned response to this correspondence will be considered in this process.
This office requires that the violations, as detailed above, be abated immediately. Pursuant
to G.S. 143-215.6A, these violations and any future violations are subject to a civil penalty
assessment of up to $25,000.00 per day for each violation.
Should you have any questions regarding these matters, please contact Amy Annino at (828)
296-4656 or Amy. Anninogncdernr.gov.
Sincerely,
DocuSignedd by:
627B1 D2775374D0...
Zan Price, P.E., Assistant Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office

DocuSign Envelope ID: 8B9F75AC-9E30-4EFF-9941-B4F57A624F8A
Highlands of Lake Lure — Clear Creek Trail
NOV-2019-PC-0591
Page 4 of 4
cc: Brandee Boggs — USACE (email copy)
Stan Aiken — DEMLR (email copy)
Andrea Leslie — NCWRC (email copy)
Brad Burton — Town of Lake Lure (email copy)
Karen Higgins - 401 & Buffer Permitting Unit
Jay Harden — Jay's Lawn Service & Landscaping Co.,
2676 HWY 108, Columbus, NC 28722
ARO File Copy
G:AWR\WQARutherford\Complaints\Highlands of Lake LureA2019 Slope FailureA20190822
NOV\20190822_HighlandsofLakeLure_NOV2019PC0591. docx

Attachment B:
Corrective action plan approval
and
Repair plans produced by Odom Engineering PLLC

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
April 29, 2020
Highlands of Lake Lure HOA
Attn: David Bennett
301 Clear Creek Trail
Lake Lure, NC 28746
JSR Land Group & Investments
Attn: Joe Rosso
6216 Farmingdale Drive
Charlotte, NC 28212
NORTH CAROLINA
Environmental Quality
SUBJECT: Notice of Violation Response and Corrective Action Plan Approval
Highlands of Lake Lure — Clear Creek Trail
NOV-2019-PC-0591
Failure to Secure 401 Water Quality Certificate
Stream Standard Violation - Removal of Best Usage
Stream Standard Violation - Other Waste (In -stream sediment)
Rutherford County
Dear Mr. Bennett and Mr. Rosso,
The Division of Water Resources (Division) received a Corrective Action Plan on March 3, 2020
and on April 7 2020, in response to the Notice of Violation and Recommendation for
Enforcement NOV-2019-PC-0491.
The correspondence indicated that the failing slope adjacent to Clear Creek Trail will be
stabilized, a new culvert will be installed below Clear Creek Trail, and the UT to Lake Lure
(Class B; Tr) will be reconnected to its original drainage. A series of stepped plunge pools will
be used to dissipate energy and restore the stream bed at the culvert outfall. Native riparian
seeding and woody shrubs will be used to stabilize the resloped embankment. These remedial
actions will address the Failure to Secure 401 Water Quality Certificate. Stream standard
violations must be addressed in a forthcoming plan after the slope has been stabilized.
The remedial actions are approved only with the conditions listed above. If any changes to the
above Restoration Plan are needed, this office must be contacted for notification and approval.
Activities involved in the approved plan are to be completed by or before July 1, 2020, except
for the post -restoration follow-up.
D Q
�, _ North Carolina Department of Environmental Quality Division of Water Resources
v�g Asheville Regional Office 12090 U.S. Highway 70 1 Swannanoa, North Carolina 28778
-_:4HOLINA i
o em ore�wro�me� ne u uv $28.296.4500

Highlands of Lake Lure — Clear Creek Trail
NOV-2019-PC-0591
Page 2 of 2
Please contact me at [phone] or Amy. Anninogncdenr. gov within one week of
completion of restoration activities so that an inspection of the work may be conducted.
Sincerely,
EADocuSigned by:
�'j A."
3FF485279870493...
Amy Annino
Environmental Specialist
Water Quality Regional Operations Section
Asheville Regional Office
cc: Brandee Boggs — USACE (email copy)
Stan Aiken — DEMLR (email copy)
Mitchell Anderson — Town of Lake Lure (email copy)
Pete Dickerson — Odom Engineering (email copy)
ARO File Copy
G:\WR\WQ\Rutherford\Complaints\Highlands of Lake Lure\2019 Slope Failure\Slope Repair\20200429_Highlands
of Lake Lure — Clear Creek Trail_CorrectiveActionPlanApproval.docx

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AND SEEDING — — — 1. GRADE 8 BENCH, APPROX. 60 FT LENGTH AT o
w
ELEVATION 1460.
LLI
COIR WATTLES 2. PLACE PERFORATED UNDERDRAIN PIPE AS
�v SHOWN.
99 3. INSTALL CATCH BASINS AND 18" HDPE AS w N
6 POLYETHYLENE PERFORATED
DRAIN PI STONE SHOWN WITH MINIMUM COVER, OUTLET TO I HEREBY CERTIFY THAT THIS
, PLAN AND SPECIFICATION
\ WAS PREPARED BY ME OR
UPPER PLUNGE POOL LOCATION
WITH BIODEGRADABLE WRAP QMY
\ 4. EXCAVATE TOP OF SLOPE TO LOCATION SUPER ISIONACT
SUPERVISION AND THAT I AM
�6 D R A E R TEE A DULY REGISTERED
O /OR \ TO UPPER PLUNGE POOL. SHOWN, EXCAVATED MATERIAL TO BE UNDER THE LAW OF
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
COMPACTED TO FILL SLOPE TO GRADE. AS SIGNIFIED BY MY HAND
AND SEAL.
�72 LF 18 HDPE Al,STANDARD SILT FENCE 5. REMOVE SILT AT PLUNGE POOL LOCATIONS — "�
\ / _ FYI h'�
\ \ /� — _ REMOVE AND DISPOSE OFFSITE. (,
/'low\ 6. CONSTRUCT PLUNGE POOLS AS SHOWN. _ 4 21
3699 X 3699 CATCH BASIN \ ' �,
4�0 7. PLACE GEOCELL AS SHOWN, FILL CELLS WITH ":,GjNE4'
RIM ELEVATION 1482.5 — RIPARIAN SEEDING AND SOIL. SEED WITH RIPARIAN MIX AND PLANT
INVERT I N : 1480.0 \ � � � a � ���`�no
INVERT OUT: 1476.0 �� - '� � APPROVED WOODY SHRUBS �� II�II
LIVESTAKES OR BARE ROOT APPROVED WOODY SHRUBS ON 2-3' ��
\ � �
\ \ � CULTIVARS ON 2-3' PLANTING GRID PLANTING GRID. � z
© BELL SOUT ---- '0 8. PLACE COIR MATTING AS SHOWN. N
RECOMMEND INDIGO BUSH z
\ [TEED M00\ \ 9. SEED ALL DISTURBED AREAS AND PLACE I o =
\ _--- ---- �`�8 r — (AMORPHA FRUTICOSA)
\ 0 STRAW BLANKET OR EXCELSIOR ON ALL Ld
DISTURBED AREA DISTURBED AREAS NOT RECEIVING GEOCELL,
D u-
FOR SLOPE REPAIR .0 ��� _\ RIPRAP, OR COIR MATTING. J
Li
OPOSED TOP OF SLOPE
9476 SF , \ �\ �� — = — — �a 10. REPAIR ASPHALT, CONSTRUCT ASPHALT CURB Q w
QUO , Q
I �, � --�cPR_ � Y �
c
0 0� AS SHOWN.LLJ
z Q
SS00\T -_ = ` TYPAR GEOCELL 250 100 PHASE 3:
DR VE -� — OR EQUIVALENT GEOM AT i oCIO
O
SOIL FILLED AND SEEDED W
11. REMOVE TEMPORARY EROSION CONTROL o
MEASURES AFTER SITE STABILIZATION HAS _ z
= Q
\ \ _ 2 FOOT SHOULDER BETWEEN CURB AND TOP OF SLOPEft
BEEN ESTABLISHED AND APPROVED BY J w
EN GI N EER.
105 LF 6" ASPHALT CURB
�o
loty .w
\ —
SCALE: 1 " — 10'
_ — NOTE: ALL PREVIOUSLY UNSUCCESSFUL EROSION --
_ DATE: 02/03/2020
NOTE: PROPERTY LINES SHOWN ARE GIS DATA,
NOT VALID FOR CONTSTRUCTION OR LAND
TRANSFER. CONTRACTOR TO VERIFY ACTUAL
PROPERTY LINES PRIOR TO BEGINNING WORK.
CONTROL MEASURES AND MATERIALS INCLUDING, \ DRAWN BY: PED
BUT NOT LIMITED TO, PLASTIC SHEETING, OLD \ 10 0 5 10 20 30 CHECKED BY: DWo
SI LT FENCING, AND ASPHALT FI LL TO BE \ \
\ GRAPHIC SCALE 1 INCH 10 FEET PROJECT MGR: DWO
REMOVED AND DISPOSED OF PROPERLY OFF —SITE. \ SHEET-
3 OF 6

JOB NUMBER:
VICINITY MAP 17129
N TS
w� 4
V \ \ o0
m a a
w
\ \ Zw
w�
\ \ \ 1 LLI
�_j
ono
\ \ 1 CONSTRUCTION SEQUENCE.
\ \ \ \ \ \�\ \ 1 o Z
w
\ \ \ 1. OBTAIN LAND DISTURBANCE PERMIT, TOWN OF
\ V A \ V
LAKE LURE. o 0
w
\ \ \ ` 1 2. CUT OUT DAMAGED SECTIONS OF ASPHALT — N Z
\ \ \ \ \ 1 >w
\ \ \ ALL REMOVED ASPHALT TO BE HAULED AWAY
\ \ \ \ \ 1 AND DISPOSED OFF —SITE. N
w
\ \ \ 1 3. REPAIR AND COMPACT SUBGRADE
\ \ © 4. PATCH REPAIR ASPHALT.
\ \ \ 5. DRESS, SEED, AND STRAW MULCH SHOULDERS
\ DISTURBED AREA \ \ \ � � " `�
\ \ \ WHERE DISTURBED..
F O R ROAD REPAIR ` \ �� 1\ \ \ I HEREBY CERTIFY THAT THIS
\ `\ 1490 S F \ \ } PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
\ UNDER MY DIRECT
\ \ \ 0 K H H I \ \ \ SUPERVISION AND THAT I AM
\ \ \ \ \ \ 14 \y 1 V O E T A G \ B O / \ \ I A DULY REGISTERED
\ \ \ \ \ \ ARCHITECT OR ENGINEER
UNDER THE LAS\ \ \ \ \ I THE
STATE OF NORTH COAROLIINA
AS SIGNIFIED BY MY HAND
AND SEAL.
v\ -------------- -----------I----------- `\ S
\ \ A I = 21
\ v V ASPHALT REPAIR AREA I
I
DRESS RESHAPE SWALE IN THIS AREA
V \ V I I w
AS NECESSARY TO RESTORE PROPER DRAINAGE FROM ROAD.
Q w
\ X \ \ \ \ I
�e Q
v\ \
\ \ \ I I � � �"'"�
\ o \ \ \ I 0 O
CIO
\ \ I I
BELL SOUTH
I
� [TEED MARKERJ�Ld
�
N r
\ Z N
BELL SOUTH
\ E BER MARKER(oz)
\ V I I SCALE: 1 " = 10'
\ \ I I DATE: 02/03/2020
NOTE. PROPERTY LINES SHOWN ARE GIS 1 DATA \ 1 I � 10 0 5 10 20 I 30 DRAWN BY: PED
1 1
I I I
NOT VALID FOR CON TSTRU CTI ON OR LAND \ \ I I II I I CHECKED BY: DWO
\ 1
TRANSFER. CONTRACTOR TO VERIFY ACTUAL \ \ I I I I I GRAPHIC SALE 1 INCH - 10 FEET PROJECT MGR: DWO
PROPERTY LINES PRIOR TO BEGINNING WORK. \ 1 1 I SHEET'
\ I I I I I
\ 1 1 + I 4OF6

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g P g
sections of the NCGO1 Construction General Permit Sections E and F respectively). ( , p Y). The
permittee shall comply with the Erosion and Sediment Control Ian approved b the
p P Y P pp Y
delegated authority having jurisdiction. All details and specifications shown on this sheet
g Y gJ
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
es P
(b) High Quality Water
7
None
(HOW) Zones
(c) Slopes steeper than
length and are
If slopes are 10' or less in len
P g
3:1
7
not steeper than 2:1 14 days
P s are Y
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities an areas with temporary
P Y P Y
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary
Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
•Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• HY droseeding
•Geotextile fabrics such as permanent sail
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hyd roseeding
- traw or other mulch
•Shrubs or other permanent plantings covered
.-w.-_-_",-_..-�___ �
with mulch
•Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete asphalt or
retaining walls
• Rolled erasion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction selecting from the NC DWR List of APP roved PAMS/ flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leakingvehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINTAND OTHER
LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, phYsical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
w
a mNr;MI
ffwl�o•.r •N'•m Nm owz
T
w
a
[ 70d - a N 0 o a
Bit
0 0 N
nwamNmm•
°-m_Im�U�o"_
�"=:�Ncrm
i =1. BELOW GRADE ,,PI 1T STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, Stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/191
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(l) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observationsre amade during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement For those un-
attended days (and this will determine ifasite inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero:" The permittee may use another rain -monitoring device
aPP roved by the Division.
(2) EASE
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
fi. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfa lls inspected,
discharge
7calendar days
2. Date and time of the inspection,
outfalls (BOOS)
and within 24
3. Name of the person performing the inspection,
hours of a .in
4. Evidence of indicators of Stormwater pollution such as oil
event >1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4J Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours ofa rain
the site limns
event> 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(S) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7calendar days
staon has visible increased turbid itv from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours era rain
1. Description, evidence and date of corrective actions taken,and
accessible)
event> 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of th is permit.
(61 Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, Bearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
z. Documentation that the required grGnndstabilization
measures have been provided within the required
timefra me or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
installation.
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure an a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours unless the
Division provides asite-specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Re parting Tlmeiratmes (After DlscoverYl and Other R:eq4 Irem ants
;al YI5161e sediment
Within td hours, an oral ❑r electronic notif Eation-
deposftion in a
• Within 7calendar days, a report that col lPas a desrrlptlOn o►the
stream nr wetland
sediment and actions taken to address the cause of the deposition.
Dlvisran staff Phi ywalvia the requworn ant tora written report an a
case -by -case balls.
. ifthe sircam m is named on the INC 3031d1 list as imPa Ired far sediment -
related causes, the permittee may be required to perform additional
manitnring, inspectans orappiy mare stringent practices If staff
d ter m! na that I t add tin Hal rPq ul r m s a ant are neeure rn p needed to ass❑uI fanee e
with the Federal or Slate Impalred-waters EAfldlilons.
{b] Oil sp!!lsand
. Wlthln2gholxs, an oral or electronic notification. The nntlikatlnn
release f
n
I i u eshall) nc ude Infomla Ian about the Bate time, nature, v of m and
hazardous
location of the spill Or release,
sub5tal7ces per Item
Ilbl Ic1 above
q report at least ten days bgjare the dote of the 8ypirsrs H paralble.
(c) Anticipated
tXypaKes 140 CFR
The report shall include an evaluation of the arrtlGpated quality and
I22.41(mJ{3jJ
I_Miectafthe ass.
(d) Unanticipated
• Wlthfn29hours, an oral or electronic notification.
bypasses [AO CFR
Wlthln 7calrmdar days, a report that Includes art evaluarlan of the
122.4I(m){3)]
gdial ity and effect of the bypass.
le) Nonr•Omplianve + Within 24hours, an Dral ❑releMronlc notl}Icatian.
With the rrnditirsns Wfthia 7 mlelTdor days, a re port that tontalps a deuTlptlOfl of the
of this perm)[ that nfan[-orep liance, and Its causes; thp period of noncomplian[e,
rnayendahger IrtcluIII lnp exact dates and [Imes, and If the nonwmpl{ante has not
health or the been corrected, theanticipated timL: nanwmpllanca [sexpected w
envlronmentl+l0 continue; and steps taken or planned to reduce, ellminata, and
CFR 121.4111)f7]j prevent reoccurrertte of the nonwrrlpllanrk. [4DCFill 122.41(1]16).
• Division staff may valve the requlremelTt tar a written report on a
rase-#ydase balls.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
EXTRA STRENGTH FILTER
FABRIC NEEDED WITH WIRE
MESH SUPPORT
STEEL POST1; F: �
, :: ! fl,oW -di
MA% SPACING WITH
SUPPORT FENCE
MAX SPACING WITHOUT NOTE: DO NOT
SUPPORT FENCE ATTACH FABRIC
TO EXISTING
TREES.T 11 I
: FILTER FABRIC
.ILTER FABRIC-1 .9
\//O'
ITIL�I
It. �p�/\p
� 4"x8" TRENCH
WITH COMPACTED
BACKFlLL
STANDARD DETAIL
TRENCH WITH NATIVE BACKFlLL
NOTE:
1. INSPECT AND REPAIR FENCE AFTER EACH
STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE SILT
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION MATERIAL:
1. Use synthetic filter fabric or pervious sheet of polypropylene, nylon,
polyester, or polyethylene yarn, which is certified by the manufacturer or
supplier as having a minimum filtering efficiency of 85%, tensile strength
OF 60 lb/in standard or 50 lb/'in extra strength) at 20% elongation,
and a slurry flow rate of 0.3 gal/sq ft. Synthetic fabric should contain
ultraviolet ray inhibitors and stabilizers to provide min. 6 months
expected usable life at 0-120 deg. F.
2. Ensure that posts are 1.33 Ib/ft steel with a minimum length OF 6
fCepj.{S�:RUEqIppjFl. 14 gauge wire fence with max mesh spacing of 6".
1. Ensure height of fence does not exceed 18" above ground surface.
2. Construct fabric from continuous roll cut to length of barrier to
avoid joints. When joints are necessary, securely fasten the filter cloth
only at a support post with overlap to the next post.
3. Support standard strength fabric with wire mesh fastened securely to
uP sloP a side of posts using heavy duty wire staples at least 1" long.
Extend wire mesh to bottom of trench.
DIVERSION
RIDGE
EXISTING PAVED
ROADWAY
i
- MIRIFl FABRIC
SECTION A A
� 50'
d
n• MIN
}
3
0
Q
� A A 2"-3" COURSE 12'
AGGREGATE
w MIN. 6" THICK MIN
a
o_
cD T
z T
F DIVERSION RIDGE
N
X
w
PLAN
� 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT
WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
RIGHTS- OF -WAY. THIS MAY REWIRE TOP DRESSING, REPAIR
AND/OR CLFANWT OF ANY MEASURES USED TO TRAP SEDIMENT.
2 WHEN NECESSARY WHEELS SHALL BE CLEANED PRIOR TO TEMPORARY GRAVEL
ENTRANCE ONTO PUBUC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA
STABUZED NTH CRUSHED STONE THAT DRAINS INTO AN C 0 N S TR U C TI 0 N
APPROVED SEDIMENT TRAP DR SEDIMENT BASIN. ENTRANCE/EXIT
CONSTRUCTION SPECIFICATIONS
1. Clear the entrance and exit area of all vegetation, roots, and other
objectionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the
plans, and smooth it.
3. Provide drainage to carry water to the sediment trap.
4. Gravel to be placed on Geotextile cloth.
CONSTRUCTION SCHEDULE:
1. Obtain plan approval and other applicable permits.
2. Install sediment fencing and/or temporary berms for clearing and grubbing
phase.
3. Install temporary sediment traps. Ensure access to traps throughout
construction.
4. Grade site.
5. Slopes shall have ground cover established within 21 calendar days.
6. Install permanent vegetation on all disturbed areas within 15 working da
Ys
or no more than 60 calendar days following completion of construction or
development.
7. Remove temporary measures only after site is stabilized with vigorous and
dense vegetative cover.
8. Estimated time to final stabilization 4 mos.
9. In fill situations contractor shall install a temporary berm above slope
to divert any potential runoff that may occur overnight in lieu of
inclimate weather.
SUPER
FILTER
SUPER
FILTER
FILTE11
' 1_�
R
FABRIC
TRENCH
1. SET POSTS ALONG CONTOUR 01 THE LAND AND
EXCAVATE TRENCH UPSLOPE ALONG THE DNE OF 2 }•r
POSTS. POST
2 }•f GALVANIZED OR ALUMINUM POST OR
4"%4" TREATED POST
-
e Fr. MAx.
SUPER SILT FEN
/ �/
O !B' NIGH CHAIN UNK
FENCE
iLow�
EXCAVATED
/ / 12 X12'
2. ATTACH THE CHAIN UNK FENCE AND FILTER FABRIC 70 THE
FENCE POSTS AND EXTEND THEM 12', MINIMUM, INTO THE DITCH.
B R. MAX.
EMBED FILTER FABRIC
!B" NKiN CHAIN UNK FENCE AND CHAIN UNK FENCE
12" MIN. INTO GROUND
TILT FEND / / /
ABRIC /
-RE THIS EVERT B
VERTICALLY AT OVE
3. BACKFlLL AND COMPACT THE TRENCH WITH EXCAVATED SOILS.
B R. MAX.
I ,!B" NKiN CHAIN UNK FENCE 12�
7R AWMI M
SUPER SILT FENCE NOTES
ATED
1. CHAIN LINK FENCE SMALL BE CONSTRUCTED IN
ACCORDANCE WITH APPROVED SPECIFICATgNS.
CHAIN UNK FENCE SHALL BE FASTENED SECURELY
70 THE POSTS WITH WIRE TIES OR STAPLES.
2. POSTS NEED NOT N SET IN CONCRETE.
3. THE FILTER iABRIC 514LLL BE iA3TENED TO THE
CHAIN UNK FENCE WITH TIES EVERY 24' AT THE
70P AND MID SECTgN.
se•
4. FABRIC AND FENCE SHALL BE EMBEDDED 12"
MINIMUM INTO THE GROUND.'
S. A 8', MINIMUM, OVERLAP SMALL BE PROVIDED
WXERE TWO SECTIONS 01 IABRIC ADJOIN. THE
OVERLAPPED FABRIC SHALL BE FOLDED TOGETHER
AND ATTACHED 70 THE CHAIN UNK FENCE.
B. !•%!" PRESSURE TREATED POSTS MAY BE
SIDE VIEW
NTS
2 }"/ GALVANIZED OR
ALUMINUM POST OR !•X!'
TREATED Posy
SIB' XqX CHAIN UNK FENCESul SILT
FILTE'71,11",!- F
R
FABRIC
SUPER SILT iENCE
-B• MINA FILTER FABRIC
N
END LAP TOP VIEW
Nrs
It
I
,� I III %L:
-
PIPE OUTLET TO FLAT AREA -
NO WELL-DEFINED CHANNEL
A 4• o° • oo �00- A
• �° 0 ROCK d50 •
%�ct
50% SHALL BE LARGER o
3d0 d0 THAN 6" (MIN.) DIA. �pr�. 4.0 x 'D'
� 00 � O eVo'" � MIN.
,�Q
PLAN
La
4d��-
FlLTER
BLANKET
THICKNESS ('d') = 1.5 x MAX ROCK DIAMETER (6" MIN.)
SECTION A -A
PIPE OUTLET
WELL-DEFINED CHANNEL
0
0
0
I°
q o •O .� � °4 O •° os q
o C)3d0 d0
50% SHALL BE LARGER
•'
THAN 6" (MIN.) DIA. 4.0 x 'D•
MIN.
o �
0
PLAN °
La
d d
FlLTER
BLANKET
THICKNESS ('d') = 1.5 x MAX ROCK DIAMETER (6" MIN.)
SECTION A -A
NOTES:
1. 'La' =LENGTH OF APRON. DISTANCE 'La' SHALL BE OF SUFFICIENT LENGTH
TO DISSIPATE ENERGY.
2. APRON SHALL BE SET AT A ZERO GRADE AND ALIGNED STRAIGHT.
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF
THE BANK, WHICHEVER IS LESS.
4. FILTER MATERIAL SHALL BE FILTER FABRIC OR 6" THICK (MIN.) OUTLET
GRADED GRAVEL LAYER.
PROTECTION
CONSTRUCTION SPECIFICATIONS
1. Ensure that the subgrade for the filter and riprap follows the required
lines and grades shown in the plan. Compact any fill required in the
subgrade to the density of the surrounding undisturbed material. Low
areas in the subgrade on undisturbed soil may also be filled by increasing
the riprap thickness.
2. The riprap and gravel filter must conform to the specified grading
limits shown on the plans.
3. Filter cloth, when used, must meet design requirements and be
properly protected from punching or tearing during installation. Repair any
damage by removing the riprap and placing another piece of filter cloth
over the damaged area. All connecting joints should overlap so the to
P
layer is above the downstream layer a minimum of 1 foot. If the damage
is extensive, replace the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging
the filter.
5. The minimum thickness of the riprap should be 1.5 times the maximum
stone diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard,
angular, highly weather -resistant and well graded.
7. Construct the apron on zero grade with no overfill at the end. Make
the top of the riprap at the downstream end level with the receiving area
or slightly below it.
8. Ensure that the apron is properly aligned with the receiving stream
and preferably straight throughout its length. If a curve is needed to fit
site conditions, place it in the upper section of the apron.
9. Immediately after construction, stabilize all disturbed areas with
vegetation (Practices 6.10, Temporary Seeding, and 6.11, Permanent
Seeding).
1. All erosion and sediment control practices will be checked for stability
and operation following every runoff -producing rainfall but in no case less
than once every week. Any needed repairs will be made immediately to
maintain all practices as designed.
2. Sediment will be removed behind the sediment fence when it becomes
about 0.5' deep at the fence. The sediment fence will be repaired as
necessary to maintain a barrier.
3. All seeded areas will be fertilized, reseed as necessary according to
specifications in the vegetative plan to maintain a vigorous, dense,
vegetative cover.
aBBNNIEeNArttrr"
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END ROLL OVERLAP BOTTOM OF SLOPE
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SIDE SEAM OVERLAP
SLOPE TRENCHING STAPLE DETAIL i
METHOD 'B' •
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SLOPE TRENCHING Ex[ralRlor
METHOD "C" •
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AMERICAN EXCELSIOR COMPANY Nth �
ARLINGTON, TEXAS
TENSAR NORTH AMERICAN GREEN (30 =m>
ROLLED EROSION CONTROL PRODUCTS
INSTALLATION INSTRUCTIONS
( SC250 AND C350) \/ \ s"
/ \/ (15 cm)
`1 \
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.............................. . . . .
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE:
WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFlLL
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION
OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM"', STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW OF
STAPLES STAGGERED 4" 10cm APART AND 4' 10cm ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/ STAKES APPROXIMATELY
12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED.
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN
WITH THE COLORED SEAM STITCHTLION THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT 9m-12m)INTERVALS. USE
A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4° (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING.
A NOTE:
B C CRITICAL POINTS *HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
A SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
C
***
GREATER THAN 7% CHANNEL SHALL BE RIPRAP LINED.
LESS THAN 7% CHANNEL SHALL BE LINED WITH NAGS75 OR
EQUIVALENT WITH RIP RAP CHECKDAM EVERY 50 FEET.
DO
Typar"u Geocell Cellular Confinement System
(see Table 1)
NOTE:
NC MOUNTAINS RIPARIAN
SEED MIX TO BE USED FOR
ALL TEMPRARY OR
PERMANENT SEEDING ON
THIS PROJECT. SEE SEEDING
DETAIL SHEET 5
r
Crushed Aggregate Fill (see Nate 5) J i eeee n.nb. o.rwm me o. rvo omt orsnpe
Typar" Geocell .3 d a. F x ng P'ns (seeTable 2 a
&Datel3)Tens on Cellular Confnement System o-,: �," e r.,a oar q �n�a�a ry a oa , « ,e a,o a ww ao �mo.o ...... �w o.m
antl Anchor Panels n Place dunng [he fll'ng process ° e
r T Tablel:Typar'"Geocell Cellular Confinement System Proauc[Specifications
­, r I a�ar
n ­n ry 11-111-1al-1--11, r moor "n ­ ­ e r--e
Table 2: Typary' Geocell Cellular Confinement System Fixing Pins
en iaewmmenaetll
0 ors or e new nTdtl�ee ne nr eror.�ser eson
par' Geocell Cellular Confinement System
e Table 1)
I or Aggregate Fill Specified by Engineerr :::::�� F
itlonal Geotextile Layer (see Note 3)
sing Pins Ins[alletl on Downslope Sltle
Geotextile wall (see Table z a Detail 1)
Isting Soil Prone
Notes:
The cellular system
molly suitable
for slopes up to 45
deg. (1 1 Slope)
Fng Pin Head Orien[etl over
j' Typar'a Geocell wall (see Detail 2)
Typara' Geocell .32" dla. Steel Reba, Fixing Pin
(see Table 2)
Flung Pins remain after Typara Geocell are filed
i It
Typar° Geocell GS 250/100 & 250/150
TYPARGeos ntheties Toll-Freest-B00-541-5519 PEaM,Her •ae�aEEs,
,e<Irvnrvrv,�.arvn-y,,,,e ,„Hen„•,„„,.�rv,,,n�„ne,"rv,. Tntanr.m�Pa<�InFnrpa<pn�FnlF�r<"ft�lna.aPrna�.e�rv<.en�nlneTae<Tlpne. For Slope Stabilization
Specification, Design 8lnstallation Guide
JOB NUMBER:
17129
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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SCALE: NONE
DATE: 02/03/2020
DRAWN BY: PED
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET-
5 OF 6

1. Seed Mix
NC Mountains Riparian Mix
ERNMX # ERNMX-304
Cost Per $21 79
Pound
Seeding Rate 20 lb per acre
Mix Type Riparian Sites
20% River Oats, WV Ecotype (Chasmanthium latifolium (Uniola latifolia), WV
Ecotype)
20% Virginia Wildrye, PA Ecotype (Elymus virginicus, PA Ecotype)
17% Beaked Panicgrass, SC Ecotype (Panicum anceps, SC Ecotype)
• 15% Indiangrass, NC Ecotype (Sorghastrum nutans, NC Ecotype)
• 15% Redtop Panicgrass, Coastal Plain NC Ecotype (Panicum rigidulum (P.
Species List stipitatum), Coastal Plain NC Ecotype)
(click for 0 5% Winter Bentgrass, NC Ecotype (Agrostis hvemalis, NC Ecotype)
details)
• 4% Partridge Pea, PA Ecotype (Chamaecrista fasciculata (Cassia f.), PA Ecotype)
2% Purplehead Sneezeweed, VA Ecotype (Helenium flexuosum, VA Ecotype)
• 1% New York Ironweed, 'Suther'-Piedmont NC Ecotype (Vernonia
noveboracensis,'Suther'-Piedmont NC Ecotype)
• 1% Wild Bergamot, PA Ecotype (Monarda fistulosa, PA Ecotype)
Tota I: 100%
- See more at: http://www.ernstseed.com/seed-mix/?category-id=70#sthash.4pEdMnEh.dpuf
SEEDING INSTRUCTIONS:
1. APPLY AGRICULTURAL LIME AT A RATE OF 2 TONS/ACRE
2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 900 LBS/ACRE
3. SEED WITH NC MOUNTAIN RIPARIAN MIX AT THE RATE OF 20 LBS/ACRE
4. MULCH WITH STRAW AT A RATE OF 2 TONS ACRE
POOL 3
ELEVATION 1420
POOL 1
ELEVATION 1435
POOL 2
ELEVATION 1428
0
N
0' S110ULDER
FAI LU R
ELEVATION 1462
ELEVATION 1480
ELEVATION 14GO
DGE OF PAVEMENT
,Z ASPHALT ROAD
PRIOR REPAIR EXTENDED SHOULDER 1 0'
FROM EDGE OF PAVEMENT AND RAISED
ABOVE ROAD TO DIVERT RUNOFF
PRIOR CONDITIONS
VEMENT
CURRENT CONDITIONS
2' Si10ULDER
NSTALL ASPHALT CURB
ASPHALT ROAD
Qom/
/ GEOCELL GEOMAT
/ SOIL FILLED, SEEDED WITH RIPARIAN MIX AND PLANTE
AOO
WITH APROVED WOODY SHRUBS ON 2' TO 3' GRID.
a-
ISECT FROM NATIVE SHRUB LIST, THIS PAGE.
E R T DRAIN IN WASHED STONE, WITH
© IODEGRADADLE WRAP
8' BENCH FOR BACKFILL
COI R MATTING
SEEDED WITH RIPARIAN MIX
G PERFORATED DRAIN
-I 8" HDPE TO UPPER PLUNGE POOL
INVERT OUT 1 435
POOL 1 (UPPER POOL) WALLS CONSTRUCTED WITH 36" TO 54" MINIMUM
NOMINAL SIZED BOULDERS
r�
\1
\-NON
p-WOVEN GEOTEXTILE
IC
POOL WALLS CONS U T DI WITH 24" TO 48" MINIMUM
NOMINAL SIZED BOULDERS
POOL FLOORS CONSTRUCTED WITH 6" TO 10" MINIMUM
NOMINAL SIZED STONES
TRANSITION TO EXISTING STREAM AT APPROXIMATE STREAMBED ELEVATION 1415
STEP DOWN BOULDER SIZES TO DISSIPATE FLOW ENERGY.
FINISHED CONDITIONS
A N.T.S
v
8>>
ASPHALT CURB DETAIL
• • • • • • • • • • • • • • • • • • • • • •
• • • • • • • • • • • • • • • • • • • • • •
• • • • • • • • • . • • • • • • • • • • •
• • • • • • • • • • . • • • • • • • • • • •
2" 1-2 ASPHALTIC CONCRETE SURFACE COURSE
6" GRADED AGGREGATE BASE COURSE
12" COMPACTED SUB —BASE (100% STD.)
TYPICAL PAVEMENT SECTION
N.T.S.
N.T.S.
SECTION "A"
SECTION "B"
NOTE:
SEDIMENT TO BE REMOVED FROM SITE AND DISPOSED OF PROPERLY. STORED SEDIMENT
SPOILS MUST BE AT LEAST 30 FEET FROM ANY STREAM.
INSET A
EXCELSIOR WATTLE \ DOGE OF
PAVEMENT
DITCH
SLOPE
BACK 7SLOP\
ISOMETRIC VIEW
GROUND
STAKE
CROSS SECTION
VEE DITCH
GROUND
CROSS SECTION
TRAPEZOIDAL DITCH
COIR WATTLE DETAIL
DRAINAGE PIPE
SEE GRADING PLAN FOR
SIZE & LAYOUT
PRECAST KNOCKOUT BASIN ' III fir=
4000 PSI CONCRETE
H-20 LOADING IIII i I�
1T
MANHOLE COVER
a
a
2'-0" SQ. MIN. OR
LARGEST PIPE +8"
GENERAL NOTES:
1. USE MINIMUM 12 INCH DIAMETER FIBER WATTLE.
2. USE 2 FT. WOODEN STAKES WITH A 2 IN. X 2 IN. NOMINAL CROSS SECTION
3. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
4. INSTALL A MINIMUM OF 6 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE
NOT LESS THAN 12" IN LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NCDOT STANDARD
SPECIFICATIONS.
8. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM
COIRCULANT TO BE APPLIED TO EACH WATTLE.
9. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE
WHERE WATER WILL FLOW AND 1 OUNCE ON MATTING ON EACH SIDE OF WATTLE.
REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
MANHOLE DITCH TOP
(TINDALL KO SERIES OR EQUIVALENT)
n
INSTALL & MAINTAIN INLET PROTECTION AROUND
ALL STORM DRAIN INLETS DURING CONSTRUCTION.
JUNCTION BOX
N.T.S.
RIM ELEVATION
VARIES
INVERT ELEVATION
UNDISTURBED EARTH OR
FILL COMPACTED TO 95%
STD PROCTOR
JOB NUMBER:
17129
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PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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DATE: 02/03/2020
DRAWN BY: PED
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
6 OF 6

Attachment C:
Threatened and Endangered Species Information

Rutherford County Endangered Species, Threatened Species, and Candida...
littps://www.]Rvs.gov/raleig]Vspecies/citylist/nitherford.httW
Endangered Species, Threatened Species, and Candidate Species,
Rutherford County, North Carolina
Updated: 04-06-2020
Common Name Scientific name Federal Record Status
Status
Vertebrate:
Bald eagle
Haliaeetus leucocephalus
BGPA
Current
Bog turtle
Glyptemys muhlenbergii
T (S/A)
Current
Eastern small -footed bat
Myotis leibii
ARS
Current
Green salamander
Aneides aeneus
ARS
Current
Indiana bat
Myotis sodalis
E
Current
Northern long-eared bat
Myotis septentrionalis
T
Current
Invertebrate:
Vascular Plant:
Carolina Hemlock
Tsuga caroliniana
ARS
Current
Dwarf -flowered heartleaf
Hexastylis naniflora
T
Current
Small whorled pogonia
Isotria medeoloides
T
Current
White irisette
Sisyrinchium dichotomum
E
Current
Nonvascular Plant:
Appalachian Pocket Moss
Fissidens appalachensis
ARS
Current
Lichen:
Rock gnome lichen
Gymnoderma lineare
E
Current
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to
support listing. (Formerly "Cl" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
ARS = At Risk Species. Species that are Petitioned, Candidates or Proposed for Listing under the Endangered
Species Act. Consultation under Section 7(a)(2) of the ESA is not required for Candidate or Proposed species;
although a Conference, as described under Section 7(a)(4) of the ESA is recommended for actions affecting
1 of 2 6/8/2020, 5:58 PM

Rutherford County Endangered Species, Threatened Species, and Candida...
littps://www.]Rvs.gov/raleig]Vspecies/citylist/nitherford.httW
species proposed for listing.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential).
Experimental, nonessential populations of endangered species (e.g., red wolf) are treated as threatened species
on public land, for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA)_
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed
(de -listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August
8,2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes
the primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit http://www.fws.gov/migratorybir ds/baldeagle.htm
Threatened due to similarity of appearance(T(S/A))_
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from
New York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part
of the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.
2 of 2 6/8/2020, 5:58 PM

a ■■N Roy Cooper. Governor
00 i NC DEPARTMENT OF Susi Hamilton, Secretary
notan NATUPAL AND CULTURAL RESOURCES
E sow Walter Clark, Director, Land and Water Stewardship
NCNHDE-12183
June 8. 2020
ClearWater Environmental Consultants, Inc.
ClearWater Environmental Consultants, Inc.
32 Clayton Street
Asheville, NC 28801
RE. Highlands at Lake Lure, 592
Dear ClearWater Environmental Consultants, Inc.:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence, the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodnev.butlerWncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
1:1 W. JONES STREET, PALE01_ P<_ 27603 - 16S1 MAIL SERVICE CENTER. RALEiGH. NC 276"
OFC !J19 707.9120 • FAX [phone]

S�eNT OFT
U.S. Fish & Wildlife Service
1 Northern Long -Eared Bat Consultation Areas
Rutherford County
North Carolina County Boundary
Watersheds with Known NLEB Maternity Trees or Hibernation Sites
If your project falls within
the red areas identified in
Rutherford County, please
contact the USFWS
0 5 Miles
I ' I USFWS Ecological Services
0 Asheville, North Carolina
Asheville Field Office.1
0 5 Kilometers Map Date: 21312016

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Highlands
at Lake Lure
Project No. 592
June 8, 2020
NCNHDE-12183
Element Occurrences Documented
Within a One -mile Radius of the Project Area
Taxonomic
EO ID
Scientific Name Common Name
Element
Accuracy Federal
State
Global
State
Group
Jr0bservation
Occurrence
Status
Status
Rank
Rank
Date i
Rank
i
Amphibian
17764
Aneides aeneus Green Salamander
2004-08-18
E
3-Medium ---
Threatened
G3G4
S2S3
Amphibian
35595
Plethodon amplus Blue Ridge Gray-
2019-07-11
A
3-Medium ---
Significantly
G2
S1
cheeked Salamander
Rare
Amphibian
12406
Plethodon yonahlosseeCrevice Salamander
2019-06-11
A
3-Medium ---
Special
G4T1T
S2
pop.1
Concern
2Q
Arachnid
22310
Hypochilus coylei a Lampshade Weaver
2005-08-11
E
1-Very ---
Significantly
G3?
S3?
High
Rare
Natural
22971
Acidic Cove Forest ---
2010
B
2-High ---
---
G5
S4
Community
(Typic Subtype)
Natural
15752
Canada Hemlock ---
2010
B
3-Medium ---
---
G3G4
S1S2
Community
Forest (Typic Subtype)
Natural
11756
Chestnut Oak Forest ---
2010
B
4-Low ---
---
G5
S5
Community
(Dry Heath Subtype)
Natural
30287
Chestnut Oak Forest ---
2010
B
4-Low ---
---
G4
S3S4
Community
(Mesic Subtype)
Natural
22972
Low Elevation Rocky ---
2006-04-15
A
3-Medium ---
---
G3?
S2
Community
Summit (Acidic
Subtype)
Natural
18612
Montane Oak --Hickory ---
2010
B?
3-Medium ---
---
G4G5
S4S5
Community
Forest (Acidic
Subtype)
Natural
30116
Montane Oak --Hickory ---
2010
B?
3-Medium ---
---
G3
S3
Community
Forest (Basic Subtype)
Natural
13539
Pine--Oak/Heath ---
2010
AB
2-High ---
---
G3
S3
Community
(Typic Subtype)
Natural
13095
Rich Cove Forest ---
2010
AB
3-Medium ---
---
G2G3
S2
Community
(Foothills Rich
Subtype)
Vascular Plant
3584
Fothergilla major Large Witch -alder
1956-04
H
3-Medium ---
Significantly
G3
S3
Rare
Throughout
Page 2 of 4

Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element
Group Observation Occurrence
im 0 Date Rank
Vascular Plant 17639 Sisyrinchium White Irisette 2005-08-11 AB
dichotomum
Vascular Plant 26034 Sisyrinchium
dichotomum
Vascular Plant 13546 Trillium simile
White Irisette 2007-12-04 D
Sweet White Trillium 2006-04-08 A
Accuracy
Federal
State
Global
State
Status
Status
Rank
Rank
2-High
Endangered
Endangered
G2
S2
2-High
Endangered
Endangered
G2
S2
3-Medium
---
Threatened
G3
S2
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Na Representational Rating—­1111or Collective Rating
Cane Creek Mountain R2 (Very High) C2 (Very High)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name III§Uwner
Owner Type
Chimney Rock State Park
NC DNCR, Division of Parks and Recreation
State
Chimney Rock State Park Dedicated Nature
NC DNCR, Division of Parks and Recreation
State
Preserve
NC Clean Water Management Trust Fund Funded
NC DNCR, Clean Water Management Trust
State
Project
Fund
Conserving Carolina Easement
Conserving Carolina
Private
NC Clean Water Management Trust Fund Funded
NC DNCR, Clean Water Management Trust
State
Project
Fund
Conserving Carolina Easement
Conserving Carolina
Private
NC Clean Water Management Trust Fund Funded
NC DNCR, Clean Water Management Trust
State
Project
Fund
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on June 8, 2020; source: NCNHP, Q2 Apr 2020. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-12183: Highlands at Lake Lure
F•
Ar
�' �.t.....�
10
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1�6'�m�i�m may „+�'°•_ !iPO 00 OO,O
�\\Ww +S�1�1041\\,W;\�,
June 8, 2020
❑ Project Boundary
❑ Buffered Project Boundary
NHP Natural Area (NHNA)
Managed Area (MAREA)
1:21,431
0 0-175 0.35 0.7 mi
0 0.275 0-55 1-1 km
Sources: Esn. HERE, Garnnin, Inlermap, in .7t P Corp., GE9CO, uSGS.
FAO, NPS, NRCAN, G—Elase. IGN. Kadas[er NL, Ordnance Survey. Esri Japan.
ME7I. Esn China [Hong 1Cgrg)- ic] OpenSlreetrOap cantr8urors, and the GS I
user Communiry
Page 4 of 4