20191332 Ver 1_PCN Submittal Oct 1 2019_20191001

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#*
20191332
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Andrew Moore:eads\awmoore3
Select Reviewing Office:* Asheville Regional Office - [phone]
Submittal Type:*
401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
*
owed? 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 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: ClearWater Environmental Consultants
Who is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Project Name: Mouth of Mud Creek Habitat Restoration
Is this a public transportation project?
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)
Henderson
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
PCN Submittal Oct 1 2019.pdf 11.2MB
Only pdf or lqm files are accepted.
Describe the attachments:
V 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
o I intend to electronically sign and submit the online form."
Signature:
lr�z r�tt7'�
Submittal Date: Is filled inautorretically.

CLearWater
ClearWater Environmental Consultants, Inc.
www cwenv.corn
October 1, 2019
Mr. David Brown
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-2638
Ms. Karen Higgins
NC DWR, 401 Permitting & Buffer Unit
512 N. Salisbury Street, 9th Floor
Raleigh, North Carolina 27604
RE: Mouth of Mud Creek Habitat Restoration (+1- 108.5 AC)
Nationwide Permit 27
Henderson County, North Carolina
Dear Mr. Brown and Ms. Higgins:
The attached Pre -Construction Notification (PCN) is being submitted on behalf of Conserving
Carolina represented by Mr. Kieran Roe. The project is located at 1100 Butler Bridge Road,
Mills River, North Carolina (approximate address) and designated as Henderson County parcel
number 9641895250. The applicant is seeking a Nationwide Permit 27 for the authorization of
wetland impacts associated with a habitat restoration and water quality improvement project for
the property.
A copy of this package has been sent to Ms. Andrea Leslie of the NC Wildlife Resources
Commission and Mr. Byron Hamstead of the US Fish and Wildlife Service.
Please do not hesitate to contact me at 828-6989800 if you have any questions or comments.
Sincerely,
Alea Tuttle, P,W.S, R. Clement Riddle, S
Biologist Principal
cc: NC Wildlife Resources Commission — Andrea Leslie
US Fish and Wildlife Service — Byron Hamstead
32 Clayton Street
Asheville, NC 28801
828-698-9800 Tel

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- Begin Date (Date Received):
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Mouth of Mud Creek Habitat Restoration
2. Work Type: VPrivate ❑Institutional ❑Government ❑ Commercial
3. Project Description/ Purpose [PCN Form 133d and 133e]:
+/- 108.5 AC tract of land planned for habitat restoration and water quality improvement along the mouth of Mud Creek and the French
Broad River.
4. Property Owner / Applicant [PCN Form A3 or A41: Conserving Carolina
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
ClearWater Environmental Consultants, Inc.
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form B lb]:
The project site is a +/- 108.5 acre portion of Henderson County parcel 9641895250 located at 1100
Butler Bridge Road, Mills River, North Carolina (Approximate Address). 35.404367, -82.530358
8. Project Location —Tax Parcel ID [PCN Form B 1 a] : 9641895250
9. Project Location — County [PCN Form A2b]: Henderson County
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Mills River
11. Project Information — Nearest Waterbody [PCN Form 132a]: French Broad
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: French Broad - 06010105
Authorization: Section 10 ❑ Section 404 ❑✓
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit #
Regional General Permit #
L✓J Jurisdictional Determination Request
Section 10 and 404 ❑
Pre -Application Request
Unauthorized Activity
Compliance
No Permit Required
Revised 20150602

Henderson County, NC Tax Parcel Report Tuesday, October 1, 2019
REID:
Listed to:
Mailing Address:
Mailing City, State, Zip:
Physical Address:
Deed:
Date Recorded:
Revenue Stamps:
County Zoning:
Property Description:
Map Sheet:
Assessed Acreage:
Building Value:
Land Value:
Value To Be Billed:
North Carolina Senate District
WAKIV111MI: If110 IJ IVUI A JUKVtT
Parcel Information
1018713
CONSERVING CAROLINA
847 CASE ST
HENDERSONVILLE, NC 28792
0 NO ADDRESS ASSIGNED
000028/00552
2017-08-28 10:34:00.0
0
SR1352 ON BUTLER BRIDGE RD
BMSLD-1005
9641.00
108.51000000
$0.00
$302,200.00
$302,200.00
48
Pin: 9641895250
Neighborhood: FLETCHER
Township: Mills River
Municipality:
Tax District:
Plat:
Elementary School District:
Middle School District:
High School District:
RZ71A
Voting Precinct:
Commissioner District
Agricultural District
North Carolina House District
U.S. House District
Flood Zone:
FLETCHER FIRE
SLD 1005
MARLOW
RUGBY MIDDLE
WEST HIGH
Delanco (dillard) loam, 0 to 2
percent slopes
Rugby,Brickton,Mills River North
2
None Found
117
11
Zone AE, 1 % (100 Year
Floodplain),Zone X, Not Shaded
(Areas outside of the
floodplain),Floodway Areas in
Zone AE,Zone X, Shaded, 0.2%
(500 Year Floodplain)
THIS IS NOT A SURVEY.
All information or datarovided whether subscribed purchased or otherwise distributed whether in hard copy or digital
p , p 9
media, shall be at the userM—S own risk. Henderson County makes no warranties or guarantees, including the warranties of
merchantability or of fitness for a particular purpose. Map data is not appropriate for, and is not to be used as, a geodetic,
legal, or engineering base system. The data is not intended as a substitute for surveyed locations such as can be determined
by a registered Public Land Surveyor, and does not meet the minimum accuracy standards of a Land Information
System/Geographic Information System Survey in North Carolina (21 NCAC 56.1608).
Henderson County
Geographic Information Systems (GIS)
200 North Grove Street
Hendersonville, NC 28792
''r+f3L O
P: [phone]
F:[phone]
Pin: 9641895250
Neighborhood: FLETCHER
Township: Mills River
Municipality:
Tax District:
Plat:
Elementary School District:
Middle School District:
High School District:
RZ71A
Voting Precinct:
Commissioner District
Agricultural District
North Carolina House District
U.S. House District
Flood Zone:
FLETCHER FIRE
SLD 1005
MARLOW
RUGBY MIDDLE
WEST HIGH
Delanco (dillard) loam, 0 to 2
percent slopes
Rugby,Brickton,Mills River North
2
None Found
117
11
Zone AE, 1 % (100 Year
Floodplain),Zone X, Not Shaded
(Areas outside of the
floodplain),Floodway Areas in
Zone AE,Zone X, Shaded, 0.2%
(500 Year Floodplain)
THIS IS NOT A SURVEY.
All information or datarovided whether subscribed purchased or otherwise distributed whether in hard copy or digital
p , p 9
media, shall be at the userM—S own risk. Henderson County makes no warranties or guarantees, including the warranties of
merchantability or of fitness for a particular purpose. Map data is not appropriate for, and is not to be used as, a geodetic,
legal, or engineering base system. The data is not intended as a substitute for surveyed locations such as can be determined
by a registered Public Land Surveyor, and does not meet the minimum accuracy standards of a Land Information
System/Geographic Information System Survey in North Carolina (21 NCAC 56.1608).

CLearWaLer
Department of the Army
Wilmington District, Corps of Engineers
Atin: Seats McLendon, Chief regulatory Division
PO Box 1890
Wilmington* NC 28402-1890
-and-
NC DWR, Webscapc Unit
Attn: Karen Higgins
512 North Salisbury Street
Raleigh, North Carolina 27604
1, the current landowner/managing partner of the property identified below, hereby authorize
Clearwater Environmental Consultants, Inc. (CEC) to act on my behalf as my agent during the
processing of jurisdictional determination requests and pc rmits to impact Wetlands and Water of
the US subject to Federal jurisdiction under Section 404 of the Clean Water Act andlor Section 10
of the Rivers and i Iarbors Act of 1899. GEC is authwized to provide supplemental information as
needed at the request of the USAGE or DWR,
Additionally, I authorize representatives ofthe Witmingtvn District, US Army Carps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction ulider Section 404 of the Clean Vater Act and tor Section 10 of the Rivers and Harbors
Act of 1899.
Property Owner of Record: Conserving Carolina
Property Owner Address:
847 Case Street
Hendersnrrville, NC 28792
Phone plumber: $28-897-5777
Email address{ David Pconservingcarolina.arg
Property Location: Mills River
Owne.rflvtanaging pariner Sigtnaiure: V-4
Owner/Managingprirted name: Kieran Roe
!late: 4$10912019
32 Clayton Street
Asheville, INC, 28801
Phone. [phone]
W1%v.CW0aV.c0M

W a rE���
T.
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN 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: 27 or General Permit (GP) number:
1 c.
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 NX No
For the record only for Corps Permit:
❑ Yes NX No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes NX No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
N 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:
Mouth of Mud Creek Habitat Restoration
2b.
County:
Henderson
2c.
Nearest municipality / town:
Mills River
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Conserving Carolina
3b.
Deed Book and Page No.
000028/00552
3c.
Responsible Party (for LLC if
applicable):
Kieran Roe
3d.
Street address:
847 Case Street
3e.
City, state, zip:
Hendersonville, NC 28792
3f.
Telephone no.:
828-697-5777
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
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:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
R. Clement Riddle
5b.
Business name
(if applicable):
ClearWater Environmental Consultants, Inc.
5c.
Street address:
32 Clayton Street
5d.
City, state, zip:
Asheville, NC 28801
5e.
Telephone no.:
828-698-9800
5f.
Fax no.:
N/A
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):
9641895250
1b.
Site coordinates (in decimal degrees):
Latitude: 35.404367 Longitude: -82.530358
1 c.
Property size:
108.5 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
French Broad
2b.
Water Quality Classification of nearest receiving water:
Class B
2c.
River basin:
French Broad - 06010105
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 property is currently comprised of fallow field and wooded riparian buffer. The majority the proposed site has been previously cleared, drained
and was used for growing row crops. Land use in the general vicinity of the project is primarily agricultural and residential.
3b.
List the total estimated acreage of all existing wetlands on the property: 2.77
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is wetland habitat restoration and water quality improvement along the mouth of Mud Creek and the French Broad
D
3e. Describe the overall project in detail, including the type of equipment to be used:
Please reference Attachment A.
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 ❑X 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?
❑Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes 0 No
6b.
If yes, explain.
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):
❑X Wetlands ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
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:
3.031
2h. Comments:
Please reference Attachment A for Proposed Impacts Inventory
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
Choose one
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
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)
01
Choose one
Choose
O2
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Pi
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ 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.
Wetland impacts W1, W6 and W8 are designed to enhance on-site habitat. Wetland impacts associated with the road are the minimum required for
access through the property. The road has been placed in a location that minimizes impacts and avoids sensitive habitat.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control measures and best management practices would be utilized on-site.
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
Yes No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
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?
2
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:
The
overall imperviousness of this project is less than 24%.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Henderson County
❑X 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
E] Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
Q 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,
E] Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
❑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 is a restoration project. The proposed project would not result in additional development which could impact nearby downstream water quality.
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
is a wetland restoration project. The proposed project would not result in wastewater generation.
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 ❑X 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?
CEC consulted the FWS's "Northern Long -Eared Bat Consultation Areas" map for Henderson County. The project is not located near any known
occurrences of hibernacula or maternity sites. It is the opinion of CEC that the project would have "no effect" on the Northern long-eared bat.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem IMS. Impacts 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 ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Please reference Attachment A.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The applicant will comply with Henderson County Floodplain Ordinance.
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Program. FEMA Map Numbers 3700964100J: effective 10/2/2008, 370096420OK: effective 1/6/2010 and 37009651007
effective 10/2/2008 (Figure 6).
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Mud Creek Restoration(+/- 108.5 AC)
Asheville 25
Rgnl Airport 280 1
1.
Y-znntn9 dt FLETCHER
HOLLY SPRINGS
W
E TO
64
Parcel Boundary
NAPLES p
yOk
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fJl OUNTA.IN HOME
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Legend
i
Parcel Boundary
Drawn by: BWY 8.14.19; CEC Project# 873
Henderson County,
North Carolina
Qt6
[LearWater
32 Clayton Street
Asheville, North Carolina 28801
CPA. IJ A
4
S
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Aitp ?i t
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Site Vicinity Map
Figure 1

Mud Creek Restoration(+/- 108.5 AC)
JFK � ' � � - �' � Y L��� • �n r r �ur
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,� d+ to 22-
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_ ? 0 0.25 0.5 1
----- Parcel Boundary .}
1 Miles
;Dra'wn by: WY 8.14.19; AC Proj att
Henderson County, CLearWaker USGS Topographic Map
North Carolina Skyland Quad
32 Clayton Street Figure 2
Asheville, North Carolina 28801

Mud Creek Restoration(+/- 108.5 AC)
Legend
Parcel Boundary
Drawn by: BWY 8.14.19; CEC Project# 873
Henderson County,
North Carolina
[LearWater
32 Clayton Street
Asheville, North Carolina 28801
0 250 500 1,000
Feet
Aerial Photograph
NCCG IA (2015)
Figure 3

Mud Creek Restoration(+/- 108.5 AC)
NOW
f
Legend
Parcel Boundary
Soil
-
BaC - Bradson gravelly loam
-
Co - Codorus loam
-
DeA; DeB - Delanco loam
-
Ro - Rosman loam
Su - Suncook loamy sand
W - Water
Drawn by: BWY 8.14.19; CEC Project# 873
0 250 500 1,000
Feet
Henderson County, [LearWater USDA Soil Map
North Carolina Figure 4
32 Clayton Street
Asheville, North Carolina 28801

Mud Creek Restoration
a
.�F
+/- 108.5 AC
Wetland Impacts
Permanent
Temporary
Wetland Imapct 1
2.598
Wetland Impact 9
0.028
Wetland Impact 2
0.019
Wetland Impact 10
0.226
Wetland Impact 3
0.020
Wetland Impact 4
0.021
Wetland Impact 5
0.004
Wetland Impact 6
0.072
Wetland Impact 7
0.005
Wetland Impact 8
0.038
Total
2.777
Total
0.254
Muskie Zone Enhancement
Wetland Impact 1
2.598 AC
�v
'1 kJV LI VUI VUIl O( V. VV -t RI IJ-rC❑IJ VUII UL rl ULUL, I I UI I)
---- Wetland Impact 6
Enhancement/Restoration
- 0.072 AC
Excess earth
disposal area
Muskie Zone Enhancement
Excavated From High Ground
(No Impact) \1\0
Wetland Impact 5
Legend 0.004 AC
(40 LF Culvert Replacement [40 LF Existing] '•\ �
& 0.004 AC Rip Rap Outlet Protection)
Wetland Impact 10 �
Parcel Boundary 0.226 AC
. (Temporary) /
Wetland
:.
Linear Wetland Musky Zone Enhancement
Moved East of Wetland
Culvert (No Impact)
OpenWate
12����� WA
VProposed Berm Brea&
Impact Footprint
Drawn by: BWY 9.24.2019; Updated by: AT 10.1.2019 Project# 873
Henderson County,
North Carolina
Wetland Impact 7
0.005 AC
(75 LF Culvert &
0.004 AC Rip -Rap
Outlet Protection)
----
I
Wetland Impact 8
0.038 AC
Wetland Impact 9
0.028 AC
(Temporary)
N
0 500 1,000 2,000
Feet
CLearWaLer
32 Clayton Street
Asheville, North Carolina 28801
Impact Map
Figure 5

Mud Creek Restoration(+/- 108.5 AC)
Parcel Boundary
7
C
Legend
Parcel Boundary
100 Year Floodplain
Drawn by: BWY 9.30.19; CEC Project# 873
Henderson County,
North Carolina
VIP" ..
..41
100 Year Floodplain
mm=
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32 Clayton Street
Asheville, North Carolina 28801
0 250 500 1,000
Feet
FEMA Floodplain
FEMA Map Service Center
Figure 6

Attachment A
Supplemental Information

Section B. Project Information and Prior Project History, 3e.:
The project site consists of a 108.5 -acre parcel owned by Conserving Carolina. The applicant is
proposing a habitat restoration and water quality improvement project for the property
(Attachment B). The construction of three muskie habitat zones are proposed for the site. These
soughs will provide breeding habitat for muskie in the French Broad River and the mouth of Mud
Creek. A wetland restoration area is also proposed for a section of the previously ditched farm
field. Minimum additional infrastructure, including a proposed permanent access path and a
temporary construction route are also proposed. Permanent wetland impacts WI, W6, and W8 are
for the purpose of enhancing and enlarging the wetland areas. Please See Attachment B for set of
Jennings Environmental design plans.
Section C. Proposed Impacts Inventory, 2. Wetland Impacts:
Wetland
Permanent
Type
Type
Forested?
Type of
Area
Impact #
or Temp.
of Impact
of Wetland
Jurisdiction?
of
impact?
W1
Permanent
Excavation
Bottom Land
Hardwood Forest
No
401/404
2.598
W2
Permanent
Fill
Bottom Land
Hardwood Forest
No
401/404
0.019
W3
Permanent
Fill
Bottom Land
Hardwood Forest
No
401/404
0.020
W4
Permanent
Culvert
Bottom Land
Hardwood Forest
No
401/404
0.021
W5
Permanent
Culvert
Bottom Land
Hardwood Forest
No
401/404
0.009
W6
Permanent
Excavation
anLand
d
Hardwoodd Forest
N
401/404
0.072
W7
Permanent
Culvert
Bottom Land
Hardwood Forest
No
401/404
0.005
W8
Permanent
Ditch Plu g
anLand
Hardwoodd Forest
d
No
401/404
0.038
W9
Temporary
Timber Mats
HardwoodFo est
No
401/404
0.028
W10
Temporary
Timber Mats
HBottomwood and
No
401/404
0.226
Total: 3.031
Section F. Supplementary Information, 7b.: National Register of Historic Places records
maintained by the NC State Historic Preservation Office (SHPO) and available on SHPO's
HPOWEB GIS Service. A surveyed site listed as "Bridge #1 (Replaced)" designated as HPO Site
ID: HN1102 was previously located approximately 0.2 mile from the proposed project. No other
sites were listed within .5 miles of the project. It is the opinion of CEC that the restoration project
will not negatively affect the integrity of any historic sites.

Attachment B:
Preliminary 60% Design Plans
Greg Jennings Environmental

SHEET INDEX
COVER SHEET
•
NOTES AND SPECIFICATIONS
2.1
EROSION AND SEDIMENTATION CONTROL
'
MUSKIE HABITAT ZONES
4.1 - 4.7
WETLAND RESTORATION AREA
5.1 -5.2
w
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MOUTH OF MUD CREEK
HABITAT RESTORATION
7.1
wJ�
HOLLOMAN TRACT- FLETCHER, HENDERSON COUNTY, NORTH CAROLINA
N=P
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336.793.8997
PROJECT DIRECTORY
[e-mail]
O
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OWNER CONSERVING CAROLINA
O O
-am..-am.. David Lee
w Q
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GDHS�RVfhG Natural Resources Manager
U
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CA����N� [e-mail]
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ENGINEER JENNINGS ENVIRONMENTAL
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Greg Jennings, PhD, PE
O N
J
i
Jennings President
919.600.4790
LL w
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Environmental
LU
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[e-mail]
CONSTRUCTION NORTH STATE ENVIRONMENTAL
U Z
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Brandon Spaugh
O
North�State Project Manager, Business Development
O Q
EN VIRONME NTAi
= W
Z
0
60% DESIGN - PERMITTING
SEPTEMBER 9, 2019
PRELIMINARY
60% DESIGN
REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE: 24" x 36"
AS NOTED
H.D.: NAD83 (NCSP)
V.D.: NAVD88
JE PID: 5001
1.1
SHEET INDEX
COVER SHEET
1.1
NOTES AND SPECIFICATIONS
2.1
EROSION AND SEDIMENTATION CONTROL
3.1 - 3.3
MUSKIE HABITAT ZONES
4.1 - 4.7
WETLAND RESTORATION AREA
5.1 -5.2
PERMANENT ACCESS PATH
6.1 -6.4
STABILIZATION AND RE -VEGETATION
7.1
-
336.793.8997
[e-mail]
SHEET INDEX
COVER SHEET
1.1
NOTES AND SPECIFICATIONS
2.1
EROSION AND SEDIMENTATION CONTROL
3.1 - 3.3
MUSKIE HABITAT ZONES
4.1 - 4.7
WETLAND RESTORATION AREA
5.1 -5.2
PERMANENT ACCESS PATH
6.1 -6.4
STABILIZATION AND RE -VEGETATION
7.1

GENERAL PROJECT NOTES AND SPECIFICATION
1. DEFINITIONS:
1.1. CONSTRUCTION DOCUMENTS: THE CONTRACT AND APPLICABLE PLANSHEET(S), DETAILS,
SPECIFICATIONS, PERMIT(S), AND/OR ANY OTHER DOCUMENTS (MEETING MINUTES, PUNCH
LISTS, BID TABS, ETC.) FOR COMPLETE INFORMATION ABOUT THE REQUIRED WORK. ANY ONE
OF THESE PARTS OF THE MAY NOT CONTAIN ALL OF THE INFORMATION REQUIRED TO
COMPLETE THE PROJECT WORK.
1.2. PROJECT OWNER: CONSERVING CAROLINA
1.3. ENGINEER: JENNINGS ENVIRONMENTAL PLLC (JE)
1.4. CONTRACTOR: NORTH STATE ENVIRONMENTAL INC.
2. THE WORK ON THIS PROJECT SHALL ADHERE TO THE FOLLOWING SPECIFICATIONS, STANDARDS
AND/OR REGULATIONS:
2.1. NC DEQ'S 'EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL' (2013)
2.2. NC DOT'S '2018 STANDARD PROVISIONS'
2.3. NC DOT'S '2018 SPECIFICATIONS AND SPECIAL PROVISIONS'
2.4. THE CONSTRUCTION DOCUMENTS
3. NOT ALL EXISTING UTILITIES ARE SHOWN. SOME LOCATIONS MAY BE ARE APPROXIMATE. THE
CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATION AND COORDINATION. ANY UTILITIES
SHOWN ON THE CONSTRUCTION DOCUMENTS ARE FOR INFORMATIONAL PURPOSES ONLY AND IN
NO WAV RELIEVES THE CONTRACTOR FROM COORDINATING, VERIFYING AND PROTECTING
EXISTING UTILITIES.
4. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROJECT AREA UNTIL COMPLETION AND FINAL
ACCEPTANCE BY CONSERVING CAROLINA. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS
NECESSARY AND SHALL BEAR ALL RISK OF LOSS OR DAMAGE. THE CONTRACTOR WILL FURNISH ALL
N EC ESSARV EQUIPMENT, TOOLS, LABOR, TRANSPORTATION, AND SUPERVISION TO COMPLETE THE
WORK ACCORDING TO THESE SPECIFICATIONS AND APPLICABLE FEDERAL, STATE AND LOCAL LAWS
AND REGULATIONS. THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES, INCLUDING EQUIPMENT
STORAGE, TO THE LIMITS OF DISTURBANCE, STAGING AREAS, AND DESIGNATED CONSTRUCTION
ACCESS POINTS.
6. THE MANNER IN WHICH THE CONTRACTOR DEALS WITH PEOPLE AND THEIR PROPERTIES WHILE
PERFORMING THIS WORK IS EXTREMELY IMPORTANT TO THE CITY. THEREFORE, THE CONTRACTOR
AND THE CONTRACTOR'S REPRESENTATIVES SHALL MANIFEST A SPIRIT OF FRIENDLINESS AND
COOPERATION WHEN DEALING WITH PROPERTY OWNERS AND THE GENERAL PUBLIC WHILE
PERFORMING WORK UNDER THIS SPECIFICATION.
7. EXTREME CARE AND DILIGENCE SHALL BE EXERCISED BY THE CONTRACTOR TO ASSURE THE
SAFETY OF PERSONS, ANIMALS, AND PROPERTY. IF AT ANY TIME THE CITY DETERMINES THAT THE
CONTRACTOR'S METHODS OR EQUIPMENT ARE INADEQUATE FOR SECURING THE SAFETY OF THE
CONTRACTOR'S EMPLOYEES OR THE PUBLIC, THE DESIGNATED REPRESENTATIVE MAY DIRECT THE
CONTRACTOR TO TAKE SPECIFIC ACTIONS TO ENSURE SAFETY. THE CONTRACTOR SHALL IMPROVE
METHODS AS DEEMED APPROPRIATE BY THE DESIGNATED REPRESENTATIVE WITHOUT ADDITIONAL
COST TO THE CITY, SO AS TO ASSURE COMPLIANCE WITH SAFETY CONCERNS. FAILURE OF THE
DESIGNATED REPRESENTATIVE TO MAKE THIS DEMAND SHALL NOT RELIEVE THE CONTRACTOR OF
ANY OBLIGATION TO ENSURE THE SAFE CONDUCT OF ITS WORK.
8. THE CONTRACTOR SHALL MAINTAIN ALL LIGHTS, GUARDS, SIGNS, TEMPORARY PASSAGES, OR
OTHER PRECAUTIONS NECESSARY FOR THE SAFETY OF ALL PERSONS. THE CONTRACTOR SHALL
ABIDE BV ALL SAFETY RULES AND CONSTRUCTION CONDITIONS REQUIRED BY GOVERNMENTAL
AUTHORITIES AND OTHER ENTITIES, INCLUDING RAILROADS, SO THE PUBLIC IS SAFEGUARDED
FROM ACCIDENTS AND DELAYS. GUARDS AND FLAGS REQUIRED BY GOVERNMENTAL OR RAILROAD
AUTHORITIES SHALL BE PROVIDED AT THE CONTRACTOR'S EXPENSE, UNLESS DIRECTED OTHERWISE
BY THE DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL AT NO TIME COMPROMISE EITHER
SAFETY OR ENVIRONMENTAL REQUIREMENTS.
9. THE CONTRACTOR SHALL ONLY USE ACCESS PATHS AND STAGING AREAS SHOWN ON THE PLANS.
ANY ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY CONSERVING
CAROLINA PRIOR TO USE. ANY NEW ACCESS ROUTES OR STAGING AREAS NEEDED FOR
IMPLEMENTATION ACTIVITIES MUST FIRST BE FLAGGED AND MAPPED FOR EVALUATION AND
WRITTEN APPROVAL MUST BE OBTAINED PRIOR TO ANY ADDITIONAL DISTURBANCE. SUCH
ACTIVITIES MAY NOT EXCEED THE FOLLOWING LIMITATIONS:
9.1. THE CONTRACTOR SHALL AVOID TREES LARGER THAN 12" IN DIAMETER AT BREAST HEIGHT
(DBH) IN THE NEW ACCESS ROUTES OR STAGING AREAS.
9.2. APPROVED ACCESS ROUTES AND STAGING AREAS MAY ONLY HAVE WOODY VEGETATION
REMOVED AND SHALL NOT BE GRUBBED.
10. NO FILL IN WETLANDS MAY OCCUR. ALL EXCESS EARTH FROM EXCAVATION SHALL BE PLACED IN
DESIGNATED "EXCESS EARTH WASTE AREAS", USED AS FILL FOR THE PERMANENT ACCESS PATH OR
USED AS CHANNEL/DITCH PLUGS.
11. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAV AND WORKWEEK.
TOPOGRAPHIC SPECIFICATIONS AND NOTES
12. ELECTRONIC SURVEY DATA, BASE DRAWINGS AND SITE DATA WERE DEVELOPED BY JENNINGS
ENVIRONMENTAL PLLC. TOPOGRAPHIC DATA WAS CURATED BY JENNINGS ENVIRONMENTAL PLLC
USING THE NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM'S GILL LiDAR DATA AND FIELD
SURVEYS.
13. TURNER LAND SURVEYING PLLC ESTABLISHED SURVEY CONTROL AND CONDUCTED A COMPARISON
OF ACTUAL GROUND SURFACE ELEVATIONS TO THE GILL LIDAR DATA.
14. HORIZONTAL DATUM IS NAD83(2011) . VERTICAL DATUM IS NAVD88. ALL COORDINATES ARE BASED
ON NAD83(2011) AND ALL ELEVATIONS ARE BASED ON NAVD88 REFERENCED TO THE NORTH
CAROLINA STATE PLANE.
15. THE PROPOSED ELEVATIONSAND GRADES SHOWN HEREIN ARE BASED NO FMP QL1 LIDAR DATASET
FROM WHICH ALL COMPUTATIONS OF CUT AND FILL ARE BASED. SLIGHT DISCREPANCIES BETWEEN
THE EXITING GROUND AND DIGITAL SURFACE AND FIELD CONDITIONS CAN RESULT IN VARIATIONS
OF TOTAL EXCAVATED QUANTITIES. THUS, QUANTITIES OF MATERIAL EXCAVATED SHOULD BE
COMPARED TO THOSE SHOWN ON THE PLANSHEETS TO MANAGE THE MOVEMENT OF MATERIAL
ACROSS THE SITE.
16. THE INTENT OF THE GRADING PLAN IS TO MAINTAIN A "LIVE SURFACE" THAT CAN BE ADJUSTED
QUICKLY DURING CONSTRUCTION AND INCORPORATED INTO A 3D MODEL OF THE PROPOSED
WORK FOR CONSTRUCTION USING SURVEY GRADE GPS EQUIPMENT.
FLOODPLAIN RESTORATION SPECIFICATIONS AND NOTES
17. FIELD CONDITIONS AND PROJECT VARIABILITY MAY REQUIRE ADAPTATION OF THE PLANSHEETS
AND/ORDETAILS PROVIDED IN THE CONSTRUCTION DOCUMENTS DEPENDING ON SITE
CONDITIONS OR PROJECT NEEDS. MINOR VARIATION(S) OR ADAPTATION(S) OF THE PROPOSED
WORK SHOWN ON THE PLANSHEETS AND/OR DETAILS ARE CONSIDERED INCIDENTAL TO THE
WORK.
18. CONSERVING CAROLINA MUST APPROVE ALL TREE REMOVAL OPERATIONS. WHERE PRACTICABLE,
EXISTING TREES AND VEGETATION SHOULD BE LEFT IN PLACE TO FACILITATE NATURAL
REGENERATION AND SOIL STABILIZATION.
19. THE CONTRACTOR SHALL STAKE OUT THE PROPOSED GRADING LIMITS USING SURVEY GRADE GPS
EQUIPMENT FOR REVIEW BY CONSERVING CAROLINA AND THE ENGINEER BEFORE BEGINNING
EXCAVATION AND GRADING. DEPENDING ON FIELD CONDITIONS, SOME ADJUSTMENTS MAY BE
MADE TO THE PROPOSED WORK AREA.
20. ANY HARVESTING OF TREES FROM ONSITE MUST BE APPROVED BY CONSERVING CAROLINA
21. THE CONTRACTOR SHALL MINIMIZE, TO THE MAXIMUM EXTENT POSSIBLE, IMPACTS TO THE
ADJACENT TREES.
22. CONSTRUCTION EQUIPMENT TRACKS AND ACCESS PATHS SHALL BE GRADED AND RE-CONTOURED
AFTER CONSTRUCTION TO PREVENT RILL AND GULLY EROSION.
23. ELEVATIONS CULVERTS MAY NEED TO BE ADJUSTED TO MEET CONSTRUCTED CONDITIONS.
ADJUSTMENTS SHALL BE MADE IN CONJUNCTION WITH THE ENGINEER.
24. EXCAVATION OF THE MUSKIE HABITAT ZONES AND WETLAND RESTORATION AREA SHALL BE
COMPLETED AND STABILIZED PRIOR TO ALLOWING FLOW TO ENTER INTO THE NEWLY
CONSTRUCTED FEATURES. THE CONTRACTOR SHALL NOT OPEN UP THE MUSKIE HABITAT ZONES
TO FLOW FROM THE FRENCH BROAD RIVER UNTIL THE AREA HAS BEEN STABILIZED WITH SEED,
MULCH AND EROSION CONTROL MATTING. THE CONTRACTOR SHALL NOT DIRECT STORMFLOWS
INTO THE WETLAND RESTORATION AREA UNTIL THE AREA HAS BEEN STABILIZED WITH SEED,
MULCH AND EROSION CONTROL MATTING (AS APPROPRIATE).
25. THE MUSKIE HABITATS, WETLAND RESTORATION AREA AND PERMANENT ACCESS PATH SHALL BE
CONSTRUCTED TO LINES, GRADES AND ELEVATIONS SHOWN IN THE PROPOSED PLAN, PROFILE
AND GRADING SECTIONS. THIS WORK SHALL BE DONE WITH LOW GROUND PRESSURE TRACK
EQUIPMENT. PLANSHEETS PROVIDE DIMENSIONS, ELEVATIONS AND SLOPES TO AID IN
CONSTRUCTION OF THE FEATURES. THE LOW POINTS AND CHANNELS CAN FIRST BE EXCAVATED
TO THE ELEVATION SPECIFIED IN THE PROFILE AND EXCAVATION AND FINE GRADING OF THE
CROSS-SECTIONS SHALL THEN BE PREFORMED. ANY TEMPORARY STOCKPILING OR DOUBLE
HANDLING OF EXCESS EARTH NECESSARY TO BUILD THE CHANNEL SHALL BE CONSIDERED
INCIDENTAL TO CONSTRUCTION.
26. DIMENSIONS OF FEATURES WILL BE HELD TO THE DIMENSIONS SHOWN ON THE PLAN, PROFILE
AND GRADING SECTION SHEETS. ELEVATIONS SHALL BE CONSTRUCTED WITHIN 0.1' (VERTICAL).
WIDTHS AND DEPTHS MUST FALL WITHIN RANGES SHOWN IN THE PLANSHEETS. HABITAT FEATURE
DIMENSIONS SHALL BE WITHIN 0.2' (HORIZONTAL).
27. THE CONTRACTOR SHALL UTILIZE NATIVE ONSITE ROCK, WOOD AND VEGETATION MATERIALS TO
ENHANCE THE MUSKIE HABITAT ZONESAND THE WETLAND RESTORATION AREA WHERE AVAILABLE
AS DIRECTED BY THE ENGINEER.
28. WOOD AND ROCK STRUCTURES MAY BE SUBSTITUTED TO FIT FIELD CONDITIONS AND AVAILABLE
MATERIALS.
29. FILTER FABRIC SHALL BE USED BENEATH ALL ROCK ARMORING AND WITH SPECIFIED STREAM AND
STORMWATER STRUCTURES. ALL FILTER FABRIC SHALL BE 8OZ. NONWOVEN GEOTEXTHE UNLESS
OTHERWISE SPECIFIED IN STRUCTURE DETAILS OR SPECIFICATIONS. FILTER FABRIC SHALL BE
TRIMMED TIGHT TO THE SURFACE OF THE STRUCTURE AND SHOULD NOT BE OBSERVED BY VISUAL
INSPECTION.
30. THE CONSTRUCTED CHANNEL SHALL BE STABILIZED AS SOON AS POSSIBLE BY TEMPORARY AND
PERMANENT SEEDING, ADDING STRAW MULCH TO BARE SOIL AND INSTALLING EROSION CONTROL
MATTING FROM THE TOE OF THE BANKFULL CHANNEL TO 4' BEYOND THE BANKFULL STAGE. PRIOR
TO INSTALLING THE EROSION CONTROL MATTING, PREPARE THE SOIL SURFACE BY LOOSENING 3 -
6" OF SOIL OR APPLYING 3 - 6" OF TOPSOIL TO THE PROPOSED ELEVATIONS AND APPLY SEED AND
THEN STRAW MULCH. SEED SHALL BE BROADCAST EVENLY OF THE AREA USING A BROADCAST
SPREADER PRIOR TO COVERING WITH THE EROSION CONTROL MATTING. THE MATTING SHALL BE
ROLLED OUT INTHE DIRECTION OF ANTICIPATED RUNOFF FLOW. INSTALL MATTING IN
ACCORDANCE WITH THE DETAIL INCLUDED IN THE CONSTRUCTION DOCUMENTS. MATTING
MATERIAL USED FOR STREAMSIDE STABILIZATION MUST BE CERTIFIED WEED -FREE STRAW OR
OTHER NATURAL WEED -FREE / NON -PROPAGATING VEGETATIVE MATERIALS. REWORKING OF
AREAS THAT DO NOT ESTABLISH VEGETATION OR BECOME UNSTABLE SHALL BE NECESSARY IN THE
MATTING SEPARATES FROM THE SOIL.
31. EXCESS EARTH MAY BE USED TO BACKFILL THE OLD CHANNEL OR SPREAD IN OTHER LOCATIONS
WITHIN THE LIMITS OF DISTURBANCE THAT ARE APPROVED BY THE ENGINEER.
32. TOPSOIL SHALL BE REMOVED FROM EXCAVATION AND FILL AREAS PRIOR EXCAVATION AND
GRADING AND RE-APPLIED TO AREAS AFTER ROUGH GRADING IS COMPLETE. 2 - 4" OF TOPSOIL
SHALL BE PLACED ON DISTURBED AREAS TO THE ELEVATIONS AND GRADES INCLUDED IN THE
CONTRACT DOCUMENTS.
33. ANY AREA DISTURBED BY THE CONTRACTOR SHALL BE PROMPTLY STABILIZED FOR INTERIM AND
PERMANENT PURPOSES CONSISTENT WITH STORMWATER BEST MANAGEMENT PRACTICES.
STABILIZATION INCLUDES REVEGETATION OF ANY EXPOSED SOILS. PLANTED GROUNDCOVER MAY
ONLY BE SCDN R -APPROVED NATIVE VEGETATION. MULCH SHALL BE SPREAD TO COVER DISTURBED
CHANNEL AND FLOODPLAIN AREAS. MULCH SHALL BE KEPT OUT OF THE CROWNS OF SHRUBS AND
GROUND COVER.
QUANTITIES AND MATERIALS SPECIFICATIONS
34. THE CONTRACTOR SHALL FURNISH ALL MATERIALS NECESSARY TO COMPLETE THE PROPOSED
WORK UNLESS OTHER PROVISIONS HAVE BEEN AGREED UPON PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL DELIVER ALL MATERIALS TO THE DESIGNATED ACCESS POINTS AND STAGING
AREAS OR TO A LOCATION SPECIFIED BY CONSTRUCTION DOCUMENTS. MATERIAL QUANTITIES,
DIMENSIONS AND SIZES SHALL CONFORM TO THE NOTES AND SPECIFICATIONS PROVIDED IN THE
CONSTRUCTION DOCUMENTS OR ON THE QUANTITIES AND MATERIALS LIST. THE ENGINEER MAY
INSPECT AND APPROVE ALL MATERIALS PRIOR TO CONSTRUCTION. IF MATERIALS DO NOT MEET
THE MINIMUM REQUIREMENTS SPECIFIED IN THE CONTRACT DOCUMENTS, THE ENGINEER SHALL
REJECT THE MATERIALS.
35. COSTS INCURRED DUE TO PROJECT DELAYS RESULTING FROM FAILURE OF THE CONTRACTOR TO
MEET THE REQUIREMENTS OF THE GENERAL SPECIFICATIONS, CONTRACT DOCUMENTS, OR
CONSTRUCTION SPECIFICATIONS, SHALL BE THE EXPENSE OF THE CONTRACTOR. QUANTITIES
LISTED ARE ESTIMATES ONLY AND SHALL BE CONFIRMED BY THE CONTRACTOR.
36. THE EROSION CONTROL MEASURES DEPICTED ON THE PLANS ARE TO BE INSTALLED AS NEEDED TO
KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS. ADDITIONAL EROSION
CONTROL MEASURES (ABOVE THOSE SHOWN ON THE PLANS AND ON THE QUANTITIES AND
MATERIALS LIST) MAY BE REQUIRED IN ORDER TO KEEP ALL SEDIMENT ON SITE AND OUT OF
STREAMS AND WETLANDS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER
AND NC DEQ PRIOR TO INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES.
37. ANY ADDITIONAL GRADING OTHER THAN WHAT IS SHOWN ON THE PLANS SHALL REQUIRE PRIOR
APPROVAL FROM THE ENGINEER. ANY ADDITIONAL AREAS OF DISTURBANCE (CHANGES IN
ACCESS, GRADING, CLEARING, ETC.) WILL REQUIRE APPROVAL FROM CONSERVING CAROLINA AND
THE ENGINEER.
38. THEUSE OF ANY BRAND NAMES/MANUFACTURERS OR MODELS IS INTENDED SOLELY TO DENOTE
THE QUA LITV STANDARD OF THE DESIRED PRODUCT. ANY USE OF BRAND NAMES IS NOT INTENDED
TO RESTRICT BIDDERS TO A SPECIFIC BRAND, MAKE, MANUFACTURER, OR NAME. THE BRAND
NAMES / MANUFACTURERS OF MODELS ARE INTENDED TO CONVEY THE GENERAL STYLE, TYPE,
CHARACTER, AND QUALITY OF PRODUCT. EQUIVALENT PRODUCTS WILL BE ACCEPTABLE IF THE
CITY OR ENGINEER HAS GIVEN APPROVAL OF THE SPECIFIC PRODUCT IN WRITING.
39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROVIDING STORAGE AREAS FOR
CONSTRUCTION MATERIALS AND EQUIPMENT. STORAGE OF CONSTRUCTION MATERIALS AND
EQUIPMENT. THE MATERIAL AND EQUIPMENT STORAGE SHALL COMPLY WITH THE CONSTRUCTION
DOCUMENTS AND ALL LOCAL, STATE AND FEDERAL REGULATIONS THROUGHOUT THE
CONSTRUCTION PERIOD. THE CONTRACTOR SHALL RESTORE THE STORAGE AREA TO ITS ORIGINAL
(OR BETTER) CONDITION UPON COMPLETION OF THE PROJECT OR UPON SUCH TIME AS DIRECTED
BY THE CITY OR ENGINEER. SUCH RESTORATION SHALL BE AT NO ADDITIONAL COST TO
CONSERVING CAROLINA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEGUARDING OF
MATERIALS AND EQUIPMENT AGAINST FIRE, THEFT AND VANDALISM AND SHALL NOT HOLD
CONSERVING CAROLINA RESPONSIBLE IN ANY WAV FOR THE OCCURRENCES OF SAME. FOR
MATERIALS AND EQUIPMENT STORAGE AREAS THE CONTRACTOR SHALL FURNISH AND ERECT, AT
NO ADDITIONAL COST, WHATEVER WORKS MAY BE NECESSARY FOR THE PROTECTION OF THE
PUBLIC, INCLUDING BUT NOT LIMITED TO BARRICADES, FENCES, ETC. PRIOR TO FINAL PAYMENT
BEING MADE, THE CONTRACTOR SHALL OBTAIN A RELEASE FROM THE PROPERTY OWNER OF THE
STORAGE AREA UTILIZED FOR THE PROJECT.
40. THE CONTRACTOR SHALL ESTABLISH, PROVIDE AND MAINTAIN AN EFFECTIVE QUALITY CONTROL
PROGRAM THAT DETAILS THE METHODS AND PROCEDURES TO BE TAKEN TO ASSURE THAT ALL
MATERIALS AND COMPLETED WORK, REQUIRED FOR THE PROJECT, CONFORM TO THE
CONSTRUCTION DOCUMENTS. ALTHOUGH GUIDELINES ARE ESTABLISHED AND CERTAIN MINIMUM
REQUIREMENTS ARE SPECIFIED HEREIN AND ELSEWHERE IN THE CONSTRUCTION DOCUMENTS, THE
CONTRACTOR IS FULLY RESPONSIBLE FOR DEVELOPING AND EXECUTING THEIR OWN QUALITY
CONTROL PROGRAM. THE CONTRACTOR SHALL PERFORM INSPECTION, TESTING, AND
MEASUREMENT OF ALL ITEMS OF WORK REQUIRED BY THE CONSTRUCTION DOCUMENTS AND
TECHNICAL SPECIFICATIONS, INCLUDING THOSE PERFORMED BY SUBCONTRACTORS. REVIEW OF
THE MATERIALS AND COMPLETED WORK BY CONSERVING CAROLINA AND THE ENGINEER DOES
NOT RELIEVE THE CONTRACTOR OF PERFORMING QUALITY CONTROL INSPECTIONS/REVIEW OF THE
CONTRACTOR'S AND/OR SUBCONTRACTOR'S WORK.
41. THE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE
(1) YEAR FROM THE DATE OF ACCEPTANCE OF BY CONSERVING CAROLINA AND SHALL REPLACE
ANY PORTIONS THAT FAIL DUE TO FAULTY MATERIALS OR WORKMANSHIP, AT NO ADDITIONAL
COST TO CONSERVING CAROLINA. A SIX (6) MONTH AND ELEVEN (11) MONTH INSPECTION WILL BE
PERFORMED DURING THE WARRANTY PERIOD. THE CONTRACTOR SHALL IMMEDIATELY REPAIR ALL
ITEMS DETERMINED BY CONSERVING CAROLINA OR THE ENGINEER TO BE DEFECTIVE UPON
NOTIFICATION. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE FAILED ITEMS UPON
NOTIFICATION. SEASONALLY INSTALLED ITEMS SHALL BE REPAIRED OR REPLACED DURING THE
NEXT AVAILABLE INSTALLATION PERIOD. ITEMS REPAIRED OR REPLACED UNDER THIS PROVISION
SHALL HAVE AN ADDITIONAL ONE (1) YEAR WARRANTY PERIOD FROM THE NEW DATE OF
ACCEPTANCE. AREAS AND/OR OTHER WORK DISTURBED WHILE ACCESSING AND/OR
REPAIRING/REPLACING WARRANTY COVERED ITEMS SHALL BE STABILIZED.
STANDARD LINES AND SYMBOLS
EXISTING PARCEL BOUNDARY
---31s--- EXISTING MAJOR CONTOUR
---314--- EXISTING MINOR CONTOUR
- "/V- EXISTING STORMWATER PIPE
b - EXISTING FENCE LINE
- LOD - LIMITS OF DISTURBANCE
- SF - PROPOSED TEMPORARY SILT FENCE
PROPOSED TEMPORARY CONSTRUCTION ENTRANCE
0 PROPOSED TEMPORARY ACCESS PATH
® PROPOSED TEMPORARY STAGING AREA
-31s- PROPOSED MAJOR CONTOUR
-314- PROPOSED MINOR CONTOUR
PROPOSED CHANNEL BANKFULL
--- PROPOSED ALIGNMENT CENTERLINE
PROPOSED GRADING LIMITS
------ PROPOSED CHANNEL TOE OF SLOPE
RIPRAP ACCESS PATH BASE COURSE
PROPOSED EXCAVATION FILL AREA
PROPOSED EXCAVATION CUT AREA
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60% DESIGN
REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE: 24" x 36"
SCALE: 1 " = 150'
H.D.: NAD83 (NCSP)
V.D.: NAVD88
JE PID: 5001
2.1

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STABILIZATION.
=
15.WHEN APPROPRIATE, INSTALL PERMANENT VEGETATION PER PLANTING PLANS.
EROSION AND SEDIMENTATION CONTROL MEASURES
OF THE EXISTING GRAVEL DRIVE FROM BUTLER BRIDGE ROAD. ACCESS WITHIN THE PROJECT AREA WILL
8. INSTALL CONSTRUCTION ENTRANCES, CONSTRUCTION ACCESS ROUTES AND SILT FENCE PER
UTILIZE TEMPORARY CONSTRUCTION ROUTES FROM TEMPORARY STAGING AREAS TO AREAS OF
DURING PROJECT IMPLEMENTATION, EROSION CONTROL MEASURES WILL BE IMPLEMENTED TO REDUCE
EXCAVATION AND GRADING. SILT FENCE WILL BE PLACED ON THE DOWNSLOPE SIDES OF THE
SEDIMENTATION INTO SENSITIVE ECOLOGICAL AREAS, MUD CREEK, FRENCH BROAD RIVER AND THEIR
TEMPORARY CONSTRUCTION ACCESS ROUTES.
TRIBUTARIES. THE PROPOSED DESIGN AND IMPLEMENTATION PLAN ATTEMPTS TO MINIMIZE
INSPECTION REQUIREMENTS, AS DETAILED IN THE STORMWATER SECTION, WILL BE FOLLOWED.
SEDIMENTATION AND OTHER POTENTIALLY NEGATIVE IMPACTS THROUGH THE FOLLOWING PRACTICES:
SILTFENCE
PRIOR TO ANY SOIL DISTURBANCE AND HAULING, SILT FENCE WILL BE INSTALLED ON THE SITE AS
1. EXCAVATION AND GRADING ON THE SITE IS BALANCED. AREAS OF CUT AND FILL ARE MARKED
INDICATED IN THE CONSTRUCTION DOCUMENTS. SILT FENCE WILL BE LOCATED ALONG THE
ON THE PLANSHEETS. NO EARTH SHOULD BE REMOVED FROM THE LOD.
DOWNSLOPE SIDE OF THE ACCESS AND STAGING AREAS. AT THE END OF THE PROJECT, WHEN ALL
EXPOSE MUSKIE HABITATS TO FLOWS FROM THE FRENCH BROAD RIVER UNTIL THE MAJORITY OF
DISTURBED AREAS HAVE BEEN STABILIZED, ALL SILT FENCE WILL BE REMOVED. MATERIAL
2 THECONTRACTOR WILL BE REQUIRED TO STAGE AND STORE EQUIPMENT AND MATERIALS IN
SPECIFICATIONS, INSTALLATION PROCEDURES, AND MAINTENANCE SHALL CONFORM TO SECTION 6.62
THE DESIGNATED TEMPORARY STAGING AREAS.
OF THE NORTH CAROLINA SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
3. EQUIPMENT WILL BE WELL-MAINTAINED, CLEANED PRIOR TO MOBILIZATION, AND CHECKED
ERG SIGN CONTROL MATTING
DAILY FOR LEAKS OF PETROLEUM PRODUCTS.
EROSION CONTROL MATTING WILL BE USED ON NEWLY GRADING SLOPES WITHIN THE MUSKIE
12ANY AREA DISTURBED WITHIN 25 FEET FROM THE TOP OF THE STREAM BANK SHALL BE
HABITATS. MATTING WILL NOT CONTAIN SYNTHETIC (PLASTIC) MATERIALS. MATTING WILL BE INSTALLED
T FUELING WILL BE PERFORMED IN A CONTAINED AREA AWAY FROM SURFACE WATER.
BEGINNING AT THE TOE OF STREAMBANK TO 4 FT (MIN.) BEYOND THE BANKFULL STAGE. A
CALENDAR DAYS, UNLESS SUPERSEDED BY THE CONDITIONS OF GENERAL STORMWATER PERMIT
COMBINATION OF 12 -INCH AND 24 -INCH WOODEN STAKES WILL BE USED TO SECURE THE MATTING IN
5. THE CONTRACTOR WILL BE REQUIRED TO STAGE WORK SUCH THAT DISTURBED AREAS WILL BE
PLACE.BELOW.
STABILIZED IN PHASES WITH SEEDING, MULCH AND BIODEGRADABLE EROSION CONTROL
MATTING (WHERE APPROPRIATE).
CONSTRUCTION SCHEDULE
6. ALL TREES, UTILITIES AND OTHER SITE FEATURES WILL BE PROTECTED UNLESS MARKED FOR
1. OBTAIN EROSION AND SEDIMENTATION CONTROL PLAN APPROVALAND ALL OTHER APPLICABLE
REMOVAL OR RELOCATION.
PERMITS.
7. ALL WORK ADJACENT TO STREAMS AND WETLANDS WILL BE CONDUCTED IN A DRY WORK AREA
TO THE EXTENT POSSIBLE.
2. NOTIFY INSPECTOR FROM HENDERSON COUNTY SITE DEVELOPMENT DEPARTMENT PRIOR TO
DISTURBANCE.
8. APPROPRIATELY SIZED EQUIPMENT WILL BE UTILIZED TO PREVENT EXCESSIVE COMPACTING AND
MINIMIZE CLEARING.
3. POST CERTIFICATE OFAPPROVAL FOR LAND DISTURBANCE AT SITE.
SITEACCESS AND STAGING
4. INSTALL RAIN GAUGE AND PREPARE INSPECTION FORMSAS DESCRIBED ABOVE.
ACCESS TO THE WORK AREAS SHALL OCCUR THROUGH THE CONSTRUCTION ENTRANCE LOCATED OFF
5. FLAG THE WORK LIMITS AND STAKE OUT THE EXTENTSAND ELEVATIONS OF THE PROJECT.
STABILIZATION.
6. LOCATE ALL UNDERGROUND UTILITIES WITHIN THE WORKSITE.
15.WHEN APPROPRIATE, INSTALL PERMANENT VEGETATION PER PLANTING PLANS.
7. HOLD PRE -CONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION.
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
8. INSTALL CONSTRUCTION ENTRANCES, CONSTRUCTION ACCESS ROUTES AND SILT FENCE PER
ALL EROSION CONTROL AND SEDIMENTATION MEASURES WILL BE INSPECTED DAILY AND AFTER
THE ATTACHED PLAN SHEETS AND DETAILS.
SIGNIFICANT RAIN EVENTS BY THE ON SITE ENGINEER AND THE CONTRACTOR. THE CONTRACTOR WILL
ASSURE THAT ALL INSTALLATIONS ARE FUNCTIONING PROPERLY AT THE END OF EACH WORK DAY.
9. INSPECT EROSION AND SEDIMENTATION CONTROL PRACTICES DAILY AND AFTER SIGNIFICANT
INSPECTION REQUIREMENTS, AS DETAILED IN THE STORMWATER SECTION, WILL BE FOLLOWED.
RAINFALL EVENTS. MAKE NEEDED REPAIRS IMMEDIATELY.
ONCE THE SITE IS STABILIZED, ALL NON -BIODEGRADABLE EROSION CONTROL MEASURES WILL BE
10.ACQUIRE AND STORE MATERIALS FOR EXCAVATION AND GRADING WORK.
REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
11 TO THE EXTENT PRACTICABLE, WORK ITERATIVELY THROUGHOUT THE PROJECT AREA. DO NOT
EXPOSE MUSKIE HABITATS TO FLOWS FROM THE FRENCH BROAD RIVER UNTIL THE MAJORITY OF
THE MUSKIE HABITAT HAS BEEN EXCAVATED AND STABILIZED WITH SEED, MULCH AND EROSION
CONTROL. DO NOT REMOVE HEALTHY, NATIVE VEGETATION FROM AREAS WHERE NO GRADING
OR STRUCTURE INSTALLATION WILL OCCUR. STOCKPILE VEGETATION FOR REPLANTING, AS
APPROPRIATE.
12ANY AREA DISTURBED WITHIN 25 FEET FROM THE TOP OF THE STREAM BANK SHALL BE
PROVIDED WITH TEMPORARY GROUND COVER SPECIFIED IN THE VEGETATION PLAN WITHIN 10
CALENDAR DAYS, UNLESS SUPERSEDED BY THE CONDITIONS OF GENERAL STORMWATER PERMIT
NCG 010000.
13.ONCE SITE SSTABILIZED, REMOVE AND DISPOSE OF ALL NON -BIODEGRADABLE EROSION
CONTROL DEVICES.
14. NOTIFY INSPECTOR FROM HENDERSON COUNTY SITE DEVELOPMENT OFFICE AFTER
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60% DESIGN
REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE: 24" x 36"
SCALE: 1 " = 150'
H.D.: NAD83 (NCSP)
V.D.: NAVD88
JE PID: 5001
3.1

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
• Temporary grass seed covered with straw or
Stabilize within this
other mulches and tackifiers
Site Area Description
many calendar
Timeframe variations
• Rolled erosion control products with or
days after ceasing
without temporary grass seed
• Hydroseeding
land disturbance
• Shrubs or other permanent plantings covered
(a) Perimeter dikes,
with mulch
swales, ditches, and
7
None
perimeter slopes
• Structural methods such as concrete, asphalt or
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
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 HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW 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, any areas with temporary
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
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion 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 Approved 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.
QUIPMENTAND 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 leaking vehicles 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.
PAINT AND 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
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ABOVE GRADE WASHOUT STRUCTURE
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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.
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PRELIMINARY
60% DESIGN
REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE: 24" x 36"
NTS
H.D.: NAD83 (NCSP)
V.D.: NAVD88
JE PID: 5001
3.2

PART III
other
PART III
SECTION B: RECORDKEEPING
PART III
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.
SELF-INSPECTION, RECORDKEEPING AND REPORTING
described:
SELF-INSPECTION, RECORDKEEPING AND REPORTING
`
10
[a] Each E&SC Measure has been installed
Initial and date each E&SC Measure an a copy
• it the stream Is named an the hit: a031di list as impaired Far sedlment-
and does not significantly deviate from the
t
SECTION A: SELF-INSPECTION
and 5i�rt an inspection report that 1i9t5 each
determine that additional requirements are needed to assure compliance
SECTION C: REPORTING
E&SC Measure shaven an the approved E&SC
> o
Self-inspections are required during
normal business hours in accordance with the table
shall Include Information about the date, time, nature, volume and
1. Occurrences that must be reported
initial init8118tiOn of the E$s5C Measures or if
°
below. When adverse weather or site conditions would cause the safety of the inspection
the E&5C Measures are modified alter initial
Permittees shall report the following occurrences:
{c j Antidpaied
a ? a
hypasses�40 CFR
[bj A phase of I;radirlg has been completed.
Initial and date a copy of the approved E8s5C
effect of thehypass,
jd) Unanticipated
�^
personnel to be in jeopardy, the inspection
may be delayed until the next business day on
report to In¢ICdte completion of the
(a) Visible sediment deposition in a stream or wetland.
{e} Noncompliance
J o
which it is safe to perform the inspection.
In addition, when a storm event of equal to or
Initial and cldte d copy of the apprpved E8r5C
noncompliance, and As Causes; she period of noncamphiance,
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
greater than 1.0 inch occurs outside
of normal business hours, the self-inspection shall be
report [a indlcate compliance with approved
continue; and sups taken or planned to reduce, eliminate, and
CFR 122,41{II[7jj
N = P
performed upon the commencement of the next business day. Any time when inspections
(dj The maintenance and repair
(b) Oil spills if:
LaSC•i3Y-CaSC ba7l5.
req ulre merits far all E&SC Measures
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more,
have been performed
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
to EESC Measures. Plan or complete, date and sign an inspection
report to indicate the completion Df the
Carrot#lire action -
Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
Frequenry
Division provides asite-specific exemption based on unique site conditions that make this
requirement not practical:
• They cause sheen on surface waters (regardless of volume), or
z
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
Irr}pect {during normal
e�periion vecards mart ixlude�
• They are within 100 feet of surface waters (regardless of volume).
O
t+uslness hoursl
li}Rain gauge wily
15al�rainfallarnqunts.
z
maintained in
if no daily rain gauge o6serva[ions are made during weekard or
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
H-
good rvarting
holiday periods, and no Indlvidual�ay ralntan Intormat4n Is
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order
available, record the cumulatlre min measurement for those un
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
CL
attended days land this will determine If s site Inspection Is
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
-
P Q
needed]. bays an ,+.bleb oo ralnfaA ercurrfd sFreYl be rr'tarcca as
N ii
"taro," Tf1f permittee may use another rain-rinanimring clavier•
W
a roared the Division.
by
(b) Anticipated bypasses and unanticipated bypasses.
V Q
12} E85C at least arae per
1. IdpntiHcatien of the mrasares Inspected,
Z
Z
Meawres 7 rlendar days
�. Date and time of the inspection,
Z
and within 2-0
hours
3- Name of the person pa#orrning Use inspection,
4- Indi[ation @re
(c) Noncompliance with the conditions of this permit that may endanger health or the
a
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of a ran
vl whether measures were operating
within the required
environment.
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properly,
soon as sslble-
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evenevent
S. Qescdptlonafmalnlerenceneedsforthemeasure,
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least
Ch flescW tion evidence, and date of corrective actions taker+.
Identlrication Inspected,
2. Reporting Timeframes and Other Requirements
r 0
I3} Stormwater At once per
1. of the dlscharge outfalrs
O
dlscharge 7 calendar days
2. Gate and time of the inspection,
After a permittee becomes aware of an occurrence that must be reported, he shall contact
J �
outfalls {sDOsj and within Z-0
3. Name of the person performing the inspecrieo,
the appropriate Division regional office within the timeframes and in accordance with the
LZ
hears eF a rani
a. Evidence of Inditaters of stnrrnwater pnllutien such as ail
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event � 1 U indl in
sheen, floating or suspended solids or dis€oloration,
other requirements listed below. Occurrences outside normal business hours may also be
W
2d hours
5- Indication otuisi[rle sediment leaving the site,
reported to the Division's Emergency Response personnel at [phone], (800)
0
UJ
6- Uesviphon, evidence, and date pF [prre[tive actions taken
858-0368 or(919)733-3300.
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Id} pr•rlrrieter bf A[ Icait nrYe2 per
If Viiih[2 Spdinl�rYiatien i5 Feu Ad cutSitl2 5it� lirriiti, then a r2�ird
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Site 7 Galgn�ar days
of the fgllQwing $hall he made'
LO
and within 2-0
1- Actions taken to dean up or stahilire the sediment that has left
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hoursaf a ran
the site limits,
LLJ
e4Ent � l.a irk in
�, tte5inptl6n, evidence, end date of torrettive attlans taker+, and
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z4 hours
3. An explanation as to the anions takrn to control future
L � N
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1;5} streams or A! least ora per
releases.
IF the stream or wetland has increased visible sedimentation or a
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wetlands onsite 7 calendar days
stream has visible increased turbidity from the nonstrudlon
Ar oH5i1e and within 2-0
attivi then � ri2tdrd of [he fellowin shall he made:
tY. H
Iwhere hours of a ran
1- Description, evidence and date o-# corrective actions taken. and
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accessible) event � 1.0 indi in
2- Records of the re�uireE reports to the appropriate �arision
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�d hours
Regional pffice per Part III, Settlor C, Item (2}fa}oF this permli
of this erm�l..
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I6} Ground after each phase
sta6gltatian of grading
1- Ti phase otgrading (installation 4F perirrreter E&SC
measures, clearing andgrupbing,lnstallatlonvfstorrn
measures
drainage facilities, cantpletian of all ]and-disturbing
asxWky, canstrueelan a redevelopment, Permanent
�Fdu nd tower}.
i!. odcuroenwuon that tiro required ground st3hillxati0n
measures have been provided
PRELIMINARY
60% DESIGN
REVISIONS :
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE- 24" x 36"
NTS
HD-: NAD83 (NCSP)
V-D-: NAVD88
JE PID: 5001
3.3
PART III
other
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
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:
Item to Dacumettt
documentation Requirements
[a] Each E&SC Measure has been installed
Initial and date each E&SC Measure an a copy
• it the stream Is named an the hit: a031di list as impaired Far sedlment-
and does not significantly deviate from the
of the approved E&5C Plan or complete, date
OC�tian$, dimensions and r@IdtY2 elevations
and 5i�rt an inspection report that 1i9t5 each
determine that additional requirements are needed to assure compliance
shown on the approved E&SC Plan.
E&SC Measure shaven an the approved E&SC
fib] pit spills and
• Within 2.4 hours, an oral or -electronic notification. The notification
Plan- ThlsdcturnentatianisrCtjuirtdupanthe
shall Include Information about the date, time, nature, volume and
fraaardnu5
initial init8118tiOn of the E$s5C Measures or if
substances per Item
the E&5C Measures are modified alter initial
{c j Antidpaied
installation.
hypasses�40 CFR
[bj A phase of I;radirlg has been completed.
Initial and date a copy of the approved E8s5C
effect of thehypass,
jd) Unanticipated
Plan or complete, date and sigrt an inspection
bypasses J40 CFR
Within Tc{rlerrdardraYs, a report that includes an evaluation of the
report to In¢ICdte completion of the
quality and effect of the bypass.
{e} Noncompliance
Con#tru{#ian phase.
With file conditions
[[M Ground cover is totaled a nd inst6lred
Initial and cldte d copy of the apprpved E8r5C
noncompliance, and As Causes; she period of noncamphiance,
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
health or the
Plea.
report [a indlcate compliance with approved
continue; and sups taken or planned to reduce, eliminate, and
CFR 122,41{II[7jj
ound cover spedflcatlans.
grCL
(dj The maintenance and repair
Complete, date and sign an inspection report.
LaSC•i3Y-CaSC ba7l5.
req ulre merits far all E&SC Measures
have been performed
Carreaive actions have been taken initial and date a copy of the approved E$sSC
to EESC Measures. Plan or complete, date and sign an inspection
report to indicate the completion Df the
Carrot#lire action -
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]
within the required
timeframe or an assurance that they will de provided as
soon as sslble-
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
other
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
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:
Item to Dacumettt
documentation Requirements
[a] Each E&SC Measure has been installed
Initial and date each E&SC Measure an a copy
• it the stream Is named an the hit: a031di list as impaired Far sedlment-
and does not significantly deviate from the
of the approved E&5C Plan or complete, date
OC�tian$, dimensions and r@IdtY2 elevations
and 5i�rt an inspection report that 1i9t5 each
determine that additional requirements are needed to assure compliance
shown on the approved E&SC Plan.
E&SC Measure shaven an the approved E&SC
fib] pit spills and
• Within 2.4 hours, an oral or -electronic notification. The notification
Plan- ThlsdcturnentatianisrCtjuirtdupanthe
shall Include Information about the date, time, nature, volume and
fraaardnu5
initial init8118tiOn of the E$s5C Measures or if
substances per Item
the E&5C Measures are modified alter initial
{c j Antidpaied
installation.
hypasses�40 CFR
[bj A phase of I;radirlg has been completed.
Initial and date a copy of the approved E8s5C
effect of thehypass,
jd) Unanticipated
Plan or complete, date and sigrt an inspection
bypasses J40 CFR
Within Tc{rlerrdardraYs, a report that includes an evaluation of the
report to In¢ICdte completion of the
quality and effect of the bypass.
{e} Noncompliance
Con#tru{#ian phase.
With file conditions
[[M Ground cover is totaled a nd inst6lred
Initial and cldte d copy of the apprpved E8r5C
noncompliance, and As Causes; she period of noncamphiance,
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
health or the
Plea.
report [a indlcate compliance with approved
continue; and sups taken or planned to reduce, eliminate, and
CFR 122,41{II[7jj
ound cover spedflcatlans.
grCL
(dj The maintenance and repair
Complete, date and sign an inspection report.
LaSC•i3Y-CaSC ba7l5.
req ulre merits far all E&SC Measures
have been performed
Carreaive actions have been taken initial and date a copy of the approved E$sSC
to EESC Measures. Plan or complete, date and sign an inspection
report to indicate the completion Df the
Carrot#lire action -
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]
OcwrrQrlcY
Re�ortl rltrwiramos Afew Dlswv and 1ptflQn f� ufrQmerxs
dal Visible sediment
. Within 24 hours, an oral oral ectronic not'rficatian-
deposifian in a
. 1rYJthJn 7ral'endardays, a report that -contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition,
Division staff maY waive the requirement for a written report an a
case -b -rase basis -
v
• it the stream Is named an the hit: a031di list as impaired Far sedlment-
related poses, the permittee may be regt,ired to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the fedora k or state im aired -waters conditions,
fib] pit spills and
• Within 2.4 hours, an oral or -electronic notification. The notification
release of
shall Include Information about the date, time, nature, volume and
fraaardnu5
locatlon of the Spill or release.
substances per Item
1�b -(cj above
{c j Antidpaied
A report ur lens[ ten duysbeJwe the dere of rhe bypesss, 1[passible.
hypasses�40 CFR
The report shall include an evaluation a# the anticipated quality and
122.41[mli3j�
effect of thehypass,
jd) Unanticipated
Within �.a frou►s, an oral arelectranic notification.
bypasses J40 CFR
Within Tc{rlerrdardraYs, a report that includes an evaluation of the
12Z,AIimli3)I
quality and effect of the bypass.
{e} Noncompliance
Within 24 hours, an oralor�electronie natlfication:
With file conditions
• Within l culen�durdoys, a report that{ontains a description of the
of this permit that
noncompliance, and As Causes; she period of noncamphiance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the antcapated time noncompliance is expected to
environment�4a
continue; and sups taken or planned to reduce, eliminate, and
CFR 122,41{II[7jj
prevent reoccurrence of the noncompliance. �4U CFR 112.41{I}[fij.
+ Division staff may waive the rcquircment fora written report on a
LaSC•i3Y-CaSC ba7l5.

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60% DESIGN
REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE: 24" x 36"
SCALE: 1 " = 150'
H.D.: NAD83 (NCSP)
V.D.: NAVD88
JE PID: 5001
4.1

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AT MOUTH OF SLOUGH, DO NOT DISTURB
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SCALE: 1 " = 50' ++�
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REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE: 24" x 36"
SCALE: 1 " = 50'
H.D.: NAD83 (NCSP)
V.D.: NAVD88
JE PID: 5001
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60% DESIGN
REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE: 24" x 36"
SCALE: 1 " = 50'
H.D.: NAD83 (NCSP)
V.D.: NAVD88
JE PID: 5001
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PRELIMINARY
2050
2050
60% DESIGN
REVISIONS:
-
_
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30%:03/05/2019
2045
— —
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—
2045
30%: 04/05/2019
30%: 04/29/2019
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30%: 06/20/2019
2040
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30%: 06/20/2019
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30%: 03/05/2019
2045
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30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
2040
2040
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30%: 04/29/2019
30%: 06/20/2019
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30%: 06/20/2019
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30%: 04/29/2019
30%: 06/20/2019
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REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
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REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
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30%: 04/05/2019
30%: 04/29/2019
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REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
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2060
2060
PRELIMINARY
60% DESIGN
2055
2055
REVISIONS
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
2050
2050
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE: 24" x 36"
2045
2045
SCALE: 1 " = 50'
H.D.: NAD83 (NCSP)
V.D.: NAVD88
20402040
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2065
2065
PRELIMINARY
60% DESIGN
2060
2060
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
2055
2055
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE: 24" x 36"
2050
2050
SCALE: 1 " = 50'
H.D.: NAD83 (NCSP)
V.D.: NAVD88
2045
2045
JE PID: 5001
-120
-100
-80
-60
-40
-20
0
20
40
60
80
100
120
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4- SCALE: 1 " = 150'
TEMPORARY SEEDING
TEMPORARY SEEDING MAY BE INCREASED, DECREASED, OR ELIMINATED ENTIRELY AS DIRECTED. SUCH
VARIATIONS IN QUANTITY WILL NOT BE CONSIDERED AS ALTERATIONS IN THE DETAILS OF
CONSTRUCTION OR A CHANGE IN THE CHARACTER OF THE WORK. REFER TO SECTION 1620 FOR
TEMPORARY SEEDING IN THE NCDOT STANDARD SPECIFICATIONS FOR ROADSAND STRUCTURES.
PATE
TYPE
APPLICATION
NATE[LBS/ACRE)
JAN 1-MAY1
RYE GRAIN
120
GROUND AGRICULTURAL LIMESTONE
2,000
10 10 1U FERTILIZER
150
STRAW MULCH
0,000
MAY 1 -AUG15
GERMAN MILLET
10
GROUNDAGRI-UlURAL LIMESTONE
2,—
,000MAY1-AUG
1010.10 FERTILIZER
750
STRAW MV LCH
4KW
AUG 15 -DEC 30
RYE G0.41N
120
RICLT
GROUN'DAGUURALLIMESTONE
2,000
10-10-10 FERTILIZER
1,000
STRAW MULCH
f,OLO
ALL SEED AND SEED VARIETIES MUST BE OF FROM STATE AND FEDERALLY LISTED NOXIOUS WEED SEED.
IN ADDITION, NONE OF THE FOLLOWING SEED WILL OCCUR IN THE MIX: BERMUDA BLUEGRASS,
BINDWEED, COCKLEBUR, CORN COCKLE, DODDER, GIANT FOXTAIL, HORSE NETTLE, ANNUAL,
BLUEGRASS SPURRED ANODA WILD GARLIC WILD ONION LESPEDEZA.
ALL DISTURBED AREAS WILL BE SEEDED WITH TEMPORARY SEED. SEEDING WILL BE PERFORMED USING A
IF
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BROADCAST SPREADER. OTHER METHODS MAV BE USED BUT MUST BE APPROVED BY ENGINEER IN
ADVANCE OF INSTALLATION. NO SEEDING WILL BE PERFORMED WHEN AMBIENT TEMPERATURE IS
BELOW 32' F OR O'C. NO SEEDING WILL OCCUR WHEN GROUND IS FROZEN. GROUND COVER MUST BE
ESTABLISHED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY
PHASE OF GRADING. PERMANENT GROUNDCOVER MUST BE ESTABLISHED FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION.
MAINTENANCE SHALL BEGINIMMEDIATELY AFTER SEEDING OPERATION AND CONTINUE UNTIL FINAL
ACCEPTANCE. MAINTENANCE OF SEEDED AREAS SHALL CONSIST OF WATERING, WEED AND PEST
CONTROL, FERTILIZATION, EROSION REPAIR, RESEEDING, AND INCIDENTAL OPERATIONS AS NECESSARY
TO ESTABLISH A HEALTHY, VIGOROUS, WEED FREE AND DISEASE FEE UNIFORM STAND OF GRASS. ALL
AREAS WHICH FAIL TO SHOW A UNIFORM STAND OF GRASS FOR ANY REASON SHALL BE TREATED
REPEATEDLY UNTIL A UNIFORM STAND OF AT LEAST 90% COVERAGE IS ATTAINED WITH NO BARE AREA
GREATER THAN FIVE SQUARE FEET.
CONTRACTOR WILL INCREASE THE SEEDING RATE TO COMPENSATE FOR THE PLS DIFFERENCE. SEED
MAY BE MIXED BY THE SUPPLIER AND IS NOT REQUIRED TO BE MIXED ON SITE.CONTRACTOR SHALL
PROVIDE DETAILED INFORMATION INCLUDING BUT NOT LIMITED TO GERMINATION RATES, NOXIOUS
WEED SEEDS AND DATE AND LOCATION OF HARVEST ON SEED MIX.
PLAN SYMBOL SEED MIX TYPE APPLICATION
RATE(LBS/ACRE)
POLLINATORS- ERNMX 157,179 (OR EQUIV.) 20
WETLAND MIX- ERNMX 131 (OR EQUM.) 130
FLOODPLAIN MIX- ERNMX 154(OR MUM) 130
^I�' \(, AREA. DO NOT DISTURB
4.42 AC.
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TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. WET SEED OR SEED THAT IS MOLDY OR
OTHERWISE DAMAGED IN TRANSIT OR STORAGE IS NOT TO BE USED. AFTER BEGIN SOWN, THE SEED
SHALL BE RAKED INTO THE TOP 1/9 INCH OF THE TOPSOIL, LIGHTLY ROLLED, AND WATERED WITH FINE
SPRAY. SEEDED AREAS ON STREAM BANKS SHALL BE PROTECTED WITH COIR FIBER MATTING. OTHER
SEEDED AREAS ARE TO BE PROTECTED BY SPREADING STRAW MULCH UNIFORMLY TO FORM A
CONTINUOUS BLANKET OVER SEEDED AREAS. STRAW MULCH IS TO BE SPREAD BY HAND, BLOWER, OR
OTHER SUITABLE EQUIPMENT.
UPON APPROVAL OF THE ENGINEER, THE METHOD OF SEEDING MAY BE VARIED BY THE CONTRACTOR
UNDER HIS RESPONSIBILITY TO PROVIDE A HEALTHYAND VIGOROUS UNIFORM STAND OF GRASS.
MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER SEEDING OPERATIONS AND CONTINUE UNTIL FINAL
ALL SEED AND SEED VARIETIES MUST BE OF FROM STATE AND FEDERALLY LISTED NOXIOUS WEED SEED. ACCEPTANCE. MAINTENANCE OF SEEDED AREAS SHALL CONSIST OF WATERING, WEED AND PEST
IN ADDITION, NONE OF THE FOLLOWING SEED WILL OCCUR IN THE MIX: BERMUDA BLUEGRASS, CONTROL, FERTILIZATION, EROSION REPAIR, RESEEDING AND INCIDENTAL OPERATIONS AS NECESSARY
BINDWEED, COCKLEBUR, CORN COCKLE, DODDER, GIANT FOXTAIL, HORSE NETTLE, ANNUAL, TO ESTABLISH A HEALTHY, VIGOROUS, WEED FREE AND DISEASE FREE UNIFORM STAND OF GRASS. THE
BLUEGRASS, SPURREDANODA, WILD GARLIC, WILD ONION, LESPEDEZA. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SEED RECEIVED 0.1 TO 0.2 INCHES OF WATER
PERMANENT SEEDING PER DAV. IF NATURAL RAIN EVENTS DO NOT PRODUCE THE SPECIFIED AMOUNTSOF WATER ABOVE
PERMANENT SEEDING SHALL OCCUR IN CONJUNCTION WITH TEMPORARY SEEDING WHERE MULCH: REFER TO SECTION 1060-5 FOR MULCH IN THE NCDOT STANDARD SPECIFICATIONS FOR ROADS THEN THE CONTRACTOR WILL BE RESPONSIBLE FOR ACHIEVING THE SPECIFIED APPLICATION RATES VIA
APPLICABLE. IDEALLY, PERMANENT SEEDING SHALL OCCUR DURING THE PLANTING SEASON FOR EACH AND STRUCTURES. SEED MULCH WILL CONSIST OF STRAW OR WOOD CELLULOSE MULCH. NO TACKING SPRINKLER. THE CONTRACTOR IS TO UTILIZE A PULSATING/IMPULSE SPRINKLER TO APPLY WATER TO
SEED TVP E. AREAS FERTILIZED FOR TEMPORARY SEEDING SHALL BE SUFFICIENTLY FERTILIZED FOR AGENT IS NECESSARY FOR AR EAS UNDER EROSION CONTROL MAT. SEED.
PERMANENT SEEDING; ADDITIONAL FERTILIZER IS NOT REQUIRED FOR PERMANENT SEEDING.
THE QUANTITY OF PERMANENT SEEDING TO BE INSTALLED WILL BE AFFECTED BY THE ACTUAL
CONDITIONS THAT OCCUR DURING THE CONSTRUCTION OF THE PROJECT. THE QUANTITY OF
PERMANENT SEEDING MAY BE INCREASED, DECREASED, OR ELIMINATED ENTIRELY AS DIRECTED. SUCH
VARIATIONS IN QUANTITY WILL NOT BE CONSIDERED AS ALTERATIONS IN THE DETAILS OF
CONSTRUCTION OR A CHANGE IN THE CHARACTER OF THE WORK. REFER TO SECTION 1660 FOR
SEEDING AND MULCHING IN THE NCDOT STANDARD SPECIFICATIONS FOR ROADSAND STRUCTURES.
ALL PLANT SOURCES AND MATERIALS WILL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
APPLICATION. SEED WILL HAVE A PURE LIVE SEED (PLS) CERTIFICATION EQUAL TO OR GREATER THAN
THAT RATE SPECIFIED ON THE PLANT SCHEDULES. IF THE PLS IS LESS THAN SPECIFIED, THE
WATER: WATER USED IN THE PLANTING OR CARE OF VEGETATION WILL MEET SECTION 1060-9
REQUIREMENTS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADSAND STRUCTURES.
THE CONTRACTOR SHALL LOOSEN THE SUB -GRADE TOA MINIMUM DEPTH OF 4 -INCHES AND GRADE TO
A SMOOTH, EVEN SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. THE AREAS TO BE SEEDED ARE
THEN TO BE ROLLED AND RAKED TO REMOVE RIDGES AND FILL DEPRESSIONS TO MEET FINISH GRADES.
THE CONTRACTOR IS TO LIMIT SUB GRADE AND FINISH GRADE PREPARATION TO AREAS THAT WILL BE
PLANTED IMMEDIATELY. PREPARED AREAS ARE TO BE RESTORED IF ERODED OR OTHERWISE DISTURBED
AFTER FINE GRADING AND BEFORE PLANTING.
SEED SHALL BESOWN WITH A SPREADER OR A SEEDING MACHINE. SEED IS NOT TO BE BROADCAST OR
DROPPED WHEN WIND VELOCITY EXCEEDS 5 MPH. SEED SHALL BE EVENLY DISTRIBUTED BY SOWING IN
THE CONTRACTOR IS RESPONSIBLE FOR RESEEDING PORTIONS OR THE ENTIRETY OF THE PROJECT SITE
FOLLOWING RAIN EVENTS THAT REMOVE SEED FROM PREVIOUSLY SEEDED AREAS. THE DIRECTIVE TO
RESEED WILL BE AT THE SOLE DISCRETION OF THE ENGINEER AND CITY. ALL AREAS WHICH FAIL TO
SHOW A UNIFORM STAND OF GRASS FOR ANY REASON SHALL BE TREATED REPEATEDLY UNTIL A
UNIFORM STAND OF AT LEAST 90% COVERAGE IS ATTAINED WITH NO BARE AREA GREATER THAN FIVE
SQUARE FEET.
GROUNDCOVER MUST BE ESTABLISHED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUNDCOVER MUST BE ESTABLISHED FOR
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION.
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PRELIMINARY
60% DESIGN
REVISIONS:
30%: 03/05/2019
30%: 04/05/2019
30%: 04/29/2019
30%: 06/20/2019
DATE: 09/09/2019
PLOT SIZE: 24" x 36"
SCALE: 1 " = 150'
H.D.: NAD83 (NCSP)
V.D.: NAVD88
JE PID: 5001
7.1