20221688 Ver 1_ePCN Application_20221201

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
6/2/2022
BIMS # Assigned* Version#*
20221688 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Asheville Regional Office - [phone]
Information for Initial Review
la. Name of project:
North Bend Public Fishing Area
1a. Who is the Primary Contact?*
Jeff C. Ferguson, PE
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Joey Winston:eads\jbwinston
1 b. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
12/1/2022
Nearest Body of Water
Catawba River
Basin
Catawba
Water Classification
WS-IV;Tr
Site Coordinates
Latitude: Longitude:
35.728805 -81.811531
A. Processing Information
County (or Counties) where the project is located:
Burke
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No

1a. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 36 - Boat Ramps
Nationwide Permit (NWP) Number: 03 - Maintenance
Nationwide Permit (NWP) Number: 13 - Bank Stabilization
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
Yes No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
1d. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
State of North Carolina
2b. Deed book and page no.:
DB002483/PN00066
2c. Contact Person:
Jeff C. Ferguson, PE
401 Water Quality Certification - Express
Riparian Buffer Authorization
Yes No
Yes No

2d. Address
Street Address
1751 Varsity Drive
Address Line 2
1720 Mail Service Center
City
Raleigh
Postal / Zip Code
27699-1720
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
2f. Fax Number:
[phone]
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Glen Alpine
2. Project Identification
2a. Property Identification Number:
1763517647
2c. Project Address
Street Address
4769 Powerhouse Road
Address Line 2
City
Morganton
Postal / Zip Code
28655
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Catawba River
3b. Water Resources Classification of nearest receiving water: *
WS-IV;Tr
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12-digit HUC in which the project is located.
030501010607
4. Project Description and History
2b. Property size:
13.06
State / Province / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The 14-acre site is part of a former tree nursery. NC Wildlife Resources Commission acquired the parcel from Duke Energy Corporation which owns the tract immediately upstream. The
two tracts were once a commercial tree nursery, and current condition is partially wooded and partially open clearings. A section of the Fonta Flora and Overmountain Victory Trail runs
through this site. Surrounding land use is forest and pasture. The property adjoins Powerhouse Rd. (SR-1223) to the north, and the Catawba River to the south.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
1239LF along left bank of Catawba River, 1116LF of Unnamed Tributary
4h. Explain the purpose of the proposed project: *
The 14-acre site was donated to the State of North Carolina by Duke Energy Corp. for management with an agreement that NC Wildlife Resources Commission would develop a public
float fishing access to the Catawba River on the property. The MOA with DEC stipulates that WRC will build an access with a launch ramp and parking for at least 10 vehicles and access
to a bank fishing site. The North Bend access will split the float distance between the existing Bridgewater and Watermill accesses. This reach of the river is stocked with trout by WRC
and, and the new access will give anglers and paddlers additional opportunities to safely put in or take out.

4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Clear 2.2 acres for driveway, parking and launch ramp. Adjust driveway entrance to improve sight distance and meet DOT driveway turnout standards. Grade driveway and embankment.
Remove and replace existing RCP culvert and mortared rock endwalls at UT crossing. Excavate abandoned roadbed using spoils to build base for parking area. Excavate drainage swales
and launch ramp base. Place washed riprap & 3" stone below OHWM to support end of ramp. End section of reinforced concrete ramp will be cast on grade above OHWM. Once cured,
the end slab will be pushed into position using a dozer. The remaining concrete ramp sections will be cast in place above OHWM and in the dry. Stormwater conveyances along each side
of the ramp and adjacent cut slopes will be lined and armored with Class-B riprap up to OHWM. All slopes and vegetated swales will be seeded and matted with RECP. Driveway and
parking will be surfaced with compacted ABC and/or asphalt pavement. Equipment used will include a large, tracked excavator, mini -ex, dozer, vibratory compactor and skid steer.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project?*
Yes No
Unknown
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
n/a
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
3. Stream Impacts
Streams -tributaries
Pond Construction
Buffers
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Boat Ramp Construction
Permanent
Other
Catawba River
Perennial
Both
120
Average (feet)
64
(linear feet)
S2
Bank Stabilization
Temporary
Bank Stabilization
UT to Catawba
Perennial
DWR
6
Average (feet)
30
(linear feet)
S3
Culvert Replacement
Temporary
Culvert
UT to Catawba
Perennial
DWR
6
Average (feet)
59
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
64
3i. Total stream and ditch impacts:
153
3i. Total temporary stream impacts:
89
3j. Comments:
S1 types of impact include clearing, excavation, concrete launch ramp construction, riprap & vegetative bank stabilization. S2 & S3 impacts are on a
tributary approximately 1,200 feet away from S1 impacts. S2 & S3 are allowable under NWP-13 & NWP-3 without written notification to USAGE. S2 & S3
work to be done in the dry with pump -around.
E. Impact Justification and Mitigation
1. Avoidance and Minimization

la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Project was designed to minimize buffer impacts to the extent possible for a boat ramp. Runoff drainage areas and conveyances are designed to meet
dispersed flow requirements. Disturbed areas will be seeded and/or planted with native species and stabilized with RECP matting (without poly netting).
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Excavation for launch ramp base below OHWM will be done when river is at lowest level (no generation from Lake James) and with upstream flow
diversion in place. Lower end section of concrete ramp will be cast above OHWM and pushed into position once cured. No wet concrete will be in
contact with surface waters. Culvert replacement and bank stabilization on UT will be done in the dry with pump -around.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
No aquatic habitat resources will be impacted. Length of stream impacts does not meet threshold for compensatory mitigation requirement.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
What type of SCM are you providing?
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes No
lb. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes • No
Comments: *
Project cost does not meet threshold requiring NEPA/SEPA.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
The parcel is managed by NCWRC. Apart from this access and wildlife management activity, the only potential for future development would be to
provide additional parking (separate from fishing access) for public access to Fonta Flora/Overmountain Victory Trail users if needed. Additional parking
would not impact Catawba River buffers or streams.
4. Sewage Disposal (DWR Requirement)

4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
IPaC Species List, Site survey w/ Byron Hamstead (USFWS) & Andrea Leslie (NCWRC-Habitat Conservation)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NOAA Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
SHPO Web GIS, DCR Environmental Review
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8b. If yes, explain how project meets FEMA requirements:
Project requires a no -rise certification and local floodplain development permit for impacts within non -encroachment area. WRC has hired a consultant
who is currently completing the flood study for no -rise.
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Mapping Program, FRIS, Conferred with NC DPS and Burke County Flood Manager.
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
NORTH BEND PCN SUPPORTING DOCUMENTS.pdf 16.54MB
File must be PDF or KMZ
Comments
For items 1c through le: Impacts under NWP-3 (maintenance for culvert replacement) and NWP-3 (30LF of streambank stabilization on unnamed tributary), USACE indicated that no
written authorization would be required. These impacts are included in the PCN for 401-WQC from DWR and for the record only for Corps permit. The NWP-36 (boat ramp) impacts
require written authorization from USACE.
Signature

By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Jeff C. Ferguson, PE
Signature
0
Date
12/1/2022

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
ENGINEERING DIVISION
NORTH BEND PUBLIC FISHING AREA
PRE-CONSTRUCTIOIN NOTIFICATION SUPPORTING DOCUMENTS
PREPARED & SUBMITTED BY: JEFF C. FERGUSON, PE
DECEMBER 1, 2022
CONTENTS:
1. COVER LETTER
2. ELECTRONIC FUNDS TRANSFER CONFIRMATION OF MINOR WATER QUALITY CERTIFICATION FEE
3. DIVISION OF MITIGATION SERVICES- ILF PROGRAM ACCEPTANCE LETTER
4. US ARMY CORPS OF ENGINEERS CONSULTATION
5. US FISH & WILDLIFE SERVICE CONSULTATION
6. STATE HISTORIC PRESERVATION OFFICE ENVIRONMENTAL REVIEW
7. PROJECT PERMIT DRAWING SET

iA
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
Cameron Ingram, Executive Director
December 1, 2022
Ms. Brandee Boggs
Regulatory Specialist/Geologist
USACE Wilmington District -Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Re: PCN Submittal for North Bend Public Fishing Area development project
Dear Brandee,
w.
The NC Wildlife Resources Commission is preparing to build a new public fishing area on the Catawba River in
Burke County. The North Bend property was conveyed to NCWRC by Duke Energy Corporation with the
stipulation that our agency will develop the site for float fishing and bank fishing access and parking.
The site work will involve clearing a 2.2acre area, improving the driveway to the proposed parking area, grading the
site for parking and storm drainage and installing a single -lane concrete launch ramp on the left bank of the river.
An existing culvert will be replaced and upsized at the location where the driveway crosses an unnamed tributary
running through the property. We hope to begin work early in 2023.
As we discussed previously, a written notification is required for approval to build the boat ramp under NWP-36.
Written notification will not be required for the culvert replacement or the 30' of streambank stabilization on the
UT. All of these impacts have been shown in the plans and are included on the PCN for DWR approval. We have
also discussed the Catawba River Buffer Rules with Joey Winston at NCDEQ-DWR and have included the buffer
impact information in the PCN. Mitigation for permanent impacts to the buffer will be through Division of
Mitigation Services In -lieu Fee Program.
Please contact me if you have any questions or require any additional information.
Best regards,
Jeff C. Ferguson, PE
North Carolina Wildlife Resources Commission
Engineering Division
cc: Joey Winston, NCDEQ-Division of Water Quality
Andrea Leslie, NCWRC-Habitat Conservation Division
Mailing Address: N.C. Wildlife Resources Commission • 1701 Mail Service Center • Raleigh, North Carolina
27699-1701 Telephone: [phone] • ncwildlife.org

2. ELECTRONIC FUNDS TRANSFER CONFIRMATION FOR $240 MINOR WATER QUALITY APPLICATION FEE
OCP RP
DOCUMENT PAYMENT GENERAL INFORMATION
DPG
NEXT FUNCTION: ACTION: HISTORY: 11/22/2022 07:06:57
BROWSE:
PAY ENTITY : 17PT
VEND/EMP SHORT NAME: DEQ
DOCUMENT DATE : 11/17/2022
IND AMOUNT
SALES TAX/VAT
SALES TAX 2
SALES TAX 3
FREIGHT
ADDITIONAL COST .
GROSS INVOICE
PAYMENT AMOUNT
AMOUNT PAID
240.00
240.00
240.00
PAYMENT TERMS : NET PAY IMMEDIATELY
PAYMENT DATE : 11/21/2022
PAYMENT ROUTE CD :
FACTOR NUMBER
REASON CODE/DESC :
VEND/EMP NBR: 566000372 40
DOCUMENT NBR: 401WETLAND111722
PAYMENT NBR: 001 PRTL PYMT NBR: 000
VAT INCLUSIVE : N
EXPENSE IND
GL EFFECTIVE DATE: 11/21/2022
EXTRACT DATE
ACCRUAL CANC DATE:
CURRENCY CODE
DISCOUNT TYPE
DISCOUNT TAKEN
PAYMENT STATUS .
PAYMENT REF NBR .
PAYMENT TYPE
HANDLING CODE •
ONE INVC PER PYMT:
BANK ACCT PYMT CD:
NOT TAKEN
PAID
0000150292
ELECTRONIC
YES
IGO
.00
MA'• a 06/023

3. DIVISION OF MITIGATION SERVICES - ILF PROGRAM ACCEPTANCE LETTER

ROY COOPER
Governor
ELIZABETH S. BISER
Secretory
MARC RECKTENWALD
Director
Jeff Ferguson, PE
NC Wildlife Resources Commission
171 Southern Cross Road
Weaverville, NC 28787
NORTH CAROLINA
Environmental Quality
November 22, 2022
Expiration of Acceptance: 5/22/2023
Project: North Bend Public Fishing Area County: Burke
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
(8-digit HUC)
Impact Type
Impact Quantity
Catawba
03050101
Riparian Buffer
2,714 @2:1
Catawba
03050101
Riparian Buffer
990 @ 1.5:1
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact [e-mail].
DeJa'l Ie:l: n1 (11,-101,11..131 QUA iv
Sincerely,
FOR James. B Stanfill
Deputy Director
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 West Jones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

4. US ARMY COPRS OF ENGINEERS CONSULTATION

Ferguson, Jeff C
From: Boggs, Brandee C CIV USARMY CESAD (USA) <[e-mail]>
Sent: Tuesday, October 4, 2022 5:38 PM
To: Ferguson, Jeff C
Cc: Sullivan, James A
Subject: RE: [External] RE: NCWRC North Bend Public Access to Catawba River (Burke County)
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hi Jeff, the NWP#3 will not require notification beyond what you have already discussed. My
computer is updating (all day it seems), so I cant tell, but if you are working in WRC trout waters
during the moratorium, you would need to include the stabilization, otherwise, 30' won't require a
PCN.
Hope that helps!
BB
Sent with BlackBerry Work (www.blackberry.com)
From: "Ferguson, Jeff C" <[e-mail]>
Sent: Oct 4, 2022 2:38 PM
To: "Boggs, Brandee C CIV USARMY CESAD (USA)" <[e-mail]>
Cc: "Sullivan, James A" <[e-mail]>
Subject: [Non-DoD Source] RE: [External] RE: NCWRC North Bend Public Access to Catawba River (Burke County)
Brandee,
We had a productive meeting with Mitchell Anderson and Joey Winston last week to discuss 401WQC and Catawba
River Buffer requirements for this project. We also did some additional surveying along the UT to get more detail
upstream and downstream of the culvert replacement. I have attached a revised sheet showing the proposed surface
water impacts along the Catawba and the UT.
There are several tail ditches that feed into the tributary from both sides. One of these is well situated for us to tie in
our vegetated swale. We could shape this ditch and the banks along the UT then seed, coir matt and livestake the
impacted area. The length of impact along the right bank of the UT including the pump -around intake would be 3OLF.
I will proceed with submitting the PCN for authorization of impacts for the launch ramp under NWP#36. Could you
please verify the following:
Will the NWP-3 for the culvert and endwall replacement also require written notification?
Since the bank stabilization impact on the UT is less than the notification threshold for NWP#13, should that impact be
included in the PCN?
1

Jeff
Jeff C. Ferguson, PE
Mountain Region Engineer
NC Wildlife Resources Commission
Engineering Division
mailing address: 171 Southern Cross Rd.
Weaverville, NC 28787
mobile: [phone] II fax: [phone]
[e-mail]
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

5. US FISH & WILDLIFE SERVICE CONSULTATION

Ferguson, Jeff C
From: Hamstead, Byron A <[e-mail]>
Sent: Thursday, November 3, 2022 1:16 PM
To: Ferguson, Jeff C
Cc: Leslie, Andrea J; Sullivan, James A; Gardner, Gary; Boggs, Brandee C CIV USARMY CESAD
(USA)
Subject: Re: [EXTERNAL] North Bend - Bats
Attachments: 20221103_22-620_Lighting Recommendations.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hey Jeff and Brandee,
Many thanks for your coordination and for hosting a site visit yesterday, Jeff. Pursuant to the requirements of the
Endangered Species Act (ESA), we offer the following comments and concurrence to help inform prudent effect
determinations to federally listed species from the Action Agency.
Dwarf -flowered heartleaf
There are records of the federally threatened dwarf -flowered heartleaf (Hexastylis naniflora) adjacent to the site. An
evaluation conducted by NCWRC and USFWS found that onsite habitats within the action area (50CFR 402.02) are
significantly disturbed due to a legacy of development activities (commercial/agricultural). Albeit low quality and sparse,
suitable habitat for this plant is present within the action area. However, our targeted botanical survey
conducted November 2, 2022, detected no evidence for this species or any of its congeners onsite. Therefore, we
believe the probability for inadvertent loss of this species is insignificant and discountable and would concur with a
"may affect, not likely to adversely affect" (MANLAA) determination from the Action Agency.
Gray bat
Based on the information provided, suitable roosting, commuting, and/or foraging habitat for the federally endangered
gray bat (Myotis grisescens), may occur within the proposed action area. Our evaluation did not detect and caves or
cave -like features that would be considered suitable roost and/or hibernacula habitat for this or any other federally
listed bat. We observed suitable commuting and foraging habitat for this animal within the action area that is along the
Catawba River. We understand that the extent of necessary tree clearing and associated loss of forage and commuting
habitat in this area will be minor (<10 trees that are >6" DBH), and that the proposed design calls for the
planting/replacement of native tree species to offset these impacts. We also understand that project -mediated tree
clearing would be accomplished outside of this animal's active season when it would not be utilizing onsite habitats.
Provided that tree clearing is accomplished in the winter between November 16 and March 14, and is a condition of
the USACE's permit, we believe the probability for take of this animal is insignificant and discountable and would
concur with a MANLAA determination from the action agency.
NLEB
Suitable roosting and forage habitat for the federally threatened northern long-eared bat (Myotis septentrionalis) is
present within the action area. The tree -clearing moratorium and permit condition described above for gray bat
would also be protective of northern long-eared bat and would support our concurrence with a MANLAA
determination for this animal.
i

Tricolored bat
Suitable forage and roosting habitat for the tricolored bat (Perimyotis subflavus) is present within the action area. On
September 14, 2022, the Service published a proposal in the Federal Register to list the tricolored bat as endangered
under the Act. While this species is not currently afforded protection under the Act, as soon as a listing becomes
effective, the prohibitions against jeopardizing its continued existence and "take" will apply. We believe that the tree -
clearing moratorium and permit condition described above for gray bat would also be protective of tri-colored bat
and would support our concurrence with a MANLAA determination for this species as well.
We believe that suitable habitat for any other federally protected species does not occur within the action
area. Provided that the USACE permit is furnished with the condition described above on behalf of listed bat species, we
believe that consultation is complete and we require no further information at this time. Further coordination and/or
consultation may be required under the ESA if: (1) information reveals impacts of this identified action which may affect
or may have affected listed species or critical habitat, (2) this action is subsequently modified in a manner that was not
considered in this review, or (3) a new species is listed or critical habitat is determined that may be affected by the
identified action.
We offer the following voluntary impact avoidance and minimization measures on behalf of the species referenced
above and other natural resources:
• To the extent that is feasible, we encourage contractors to accomplish associated tree clearing when ambient
temperatures exceed 50 degrees to increase the chances for safe flushing of any roosting animals including bats.
• Bats and other species are light -adverse. Permanent lighting along roadways, parking areas, and/or paths
should be minimized to what is necessary for safety. Attached are a list of general lighting recommendations
that our office has developed on behalf of Myotis bats and pollinators species that may be applicable for this
project. Our office bat recovery lead and I can help with a lighting design if requested. We acknowledge the
need to balance public safety with impact minimization for wildlife.
• Measures to control sediment and erosion should be installed before any ground disturbing activities
occur. Grading and backfilling should be minimized, and existing native vegetation should be retained (if
possible) to maintain riparian cover for fish and wildlife. Disturbed areas should be revegetated with native
vegetation as soon as the project is completed. Ground disturbance should be limited to what will be stabilized
quickly, preferably by the end of the workday. Natural fiber matting (coir) should be used for erosion control as
synthetic netting can trap animals and persist in the environment beyond its intended purpose.
• We observed non-native invasive plant species in the Catawba River (Parrot's feather, Myriophyllum
aquaticum). We encourage project proponents to consider adding passive public guidance at this site (e.g.
signage, information kiosks, etc.) to prevent/reduce the spread of non-native aquatic species.
We greatly appreciate the coordination for this project and for your consideration for our concerns. Please contact me if
you have any questions.
Regards,
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
2

This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may be disclosed to third
parties.
From: Ferguson, Jeff C <[e-mail]>
Sent: Thursday, November 3, 2022 11:13 AM
To: Hamstead, Byron A <[e-mail]>
Cc: Leslie, Andrea J <[e-mail]>; Sullivan, James A <[e-mail]>;
[e-mail] <[e-mail]>
Subject: [EXTERNAL] North Bend - Bats
This email has been received from outside of DOI - Use caution before clicking on links, opening attachments, or
responding.
Byron,
Thanks for meeting with us to survey the site yesterday. I wanted to follow up on our discussion yesterday regarding
Northern Long Eared, Gray and Tricolor bats.
What is the range of dates to avoid tree clearing? I'd like to note that on the permit drawings that I am working on.
I did some digging on bat friendly lighting. I couldn't find much on fixtures that may be available, and I'm doubtful that
there are any that Duke Energy can provide. I checked with our engineering staff, and they have not had to install this
type of lighting at access sites before. Could you please send any guidance my way when you get a chance? What are
the requirements or recommendations for lighting at this site?
Our Land & Water Access and Enforcement divisions have commented that they would prefer to have security lighting
installed at the site for public safety and to deter unlawful activity. The inclusion of bat friendly features will depend on
their availability and added cost to the project. Jim and I are working to get a meeting set up with Duke Energy
engineers to get a quote on running power and installing security lights at the site. We would like to discuss options
when we meet with them.
Thanks,
Jeff
Jeff C. Ferguson, PE
Civil Design Engineer — Mountain Region
NC Wildlife Resources Commission
Engineering Division
mailing address: 171 Southern Cross Rd.
Weaverville, NC 28787
mobile: [phone] II fax: [phone]
[e-mail]
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
3

6. NC STATE HISTORIC PRESERVATION OFFICE CONSULTATION

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary D. Reid Wilson Deputy Secretary, Darin J. Waters, Ph.D.
November 1, 2022
MEMORANDUM
TO:
Jeff C. Ferguson, PE
Engineering Division
NC Wildlife Resources Commission
FROM: Ramona M. Bartos, Deputy
State Historic Preservation Officer
[e-mail]
SUBJECT: Construct North Bend Access Area on Catawba River, Powerhouse Road, Burke County,
GS 22-2319
Thank you for your letter of September 16, 2022, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
[e-mail]. In all future communication concerning this project, please cite the
above referenced tracking number.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

7. PROJECT PERMIT DRAWING SET

PERMIT DRAWING SET
SCO ID 22-24306-01A
NORTH CAROLINA
WILDLIFE RESOURCES COMMISSION
NORTH BEND PUBLIC FISHING AREA
CATAWBA RIVER BURKE COUNTY
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PROJECT SITE -
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Linville St.
Powerhouse
Road
PROJECT SITE ADDRESS:
4769 POWERHOUSE ROAD.
MORGANTON, NC 28655
PROJECT SITE COORDINATES:
N35.728805°
W81.811531 °
0 5,280'
Scale: 1"=1 Mile
DIRECTIONS TO SITE:
From 1-40 Exit 98,
follow Causby Rd north toward Glen Alpine,
@ 1.6 mi, turn left onto London Rd.,
@ 0.5 mi, turn left onto W Main St.,
@ 0.2 mi, turn right onto S Bridge St.,
@ 0.1 mi, turn left onto Linville St.,
@ 0.4 mi, continue onto Powerhouse Road
@ 1.4 mi, project site will be on the left.
SHEET INDEX
SD-0.0 - COVER, SITE LOCATION, SHEET INDEX
SD-0.1 - CONSTRUCTION SEQUENCE & LEGEND
SD-1.0 - EXISTING SITE CONDITION & DEMO PLAN VIEW
SD-2.0 - PROPOSED SITE IMPROVEMENTS OVERALL - PLAN VIEW
SD-2.1 - PROPOSED ACCESS AREA SITE - PLAN VIEW
SD-2.2 - PROPOSED IMPACTS: FLOOD
SD-2.3 - PROPOSED IMPACTS: SURFACE WATER
SD-2.4 - PROPOSED IMPACTS: CATAWBA RIVER BUFFER
SD-2.5 - CATAWBA RIVER BUFFER MITIGATION PLAN
SD-3.0 - SITE GRADING PLAN: SPOT ELEVATIONS
SD-3.1 - SITE GRADING PLAN: PROFILES & SECTIONS
SD-4.0 - EROSION & SEDIMENT CONTROL: PLAN VIEW
SD-4.1 - EROSION & SEDIMENT CONTROL: VEGETATION
SD-4.2 - EROSION & SEDIMENT CONTROL: BMP DETAILS
SD-4.3 - EROSION & SEDIMENT CONTROL: BMP DETAILS
SD-6.0 - PROFILES & SECTIONS: DRIVEWAY ENTRANCE & CULVERT
SD-6.1 - PROFILES & SECTIONS: VEGETATED SWALES & CULVERTS
SD-6.2 - PROFILES & SECTIONS: LAUNCH RAMP, RIPRAP & GRASSED
CHANNEL SECTIONS
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NORTH BEND PUBLIC FISHING AREA
BURKE COUNTY
CATAWBA RIVER
Date:
1-DEC-2022
File Name:
NorthBend.dwg
Surveyed:
Designed:
Drawn:
Approved:
CMR
JCF
JCF
Sheet No.
SD-0.0

CONSTRUCTION SEQUENCE:
1. ALL WORK DESCRIBED IN THESE
PLANS IS TO BE PERFORMED AND
COMPLETED, AND ALL MATERIALS ARE
TO BE SUPPLIED BY NC WILDLIFE
RESOURCES COMMISSION (OWNER,
DESIGNER, SURVEYOR &
CONTRACTOR) UNLESS OTHERWISE
NOTED. SITE IS OWNED BY STATE OF
NORTH CAROLINA. ALL WORK
DESCRIBED IN THE FOLLOWING
SEQUENCE SHALL BE PERFORMED BY
NC WILDLIFE RESOURCES COMMISSION
CONSTRUCTION CREW (CONTRACTOR)
UNLESS OTHERS ARE SPECIFIED.
2. NO RECP MATTING SHALL BE USED
THAT CONTAINS POLY, PLASTIC OR
NYLON NETTING. NO WET CONCRETE
SHALL BE ALLOWED TO COME INTO
CONTACT WITH SURFACE WATERS.
3. DESIGNER SHALL OBTAIN ALL
REQUIRED FEDERAL, STATE AND
LOCAL PERMITS & APPROVALS
BEFORE SITE CLEARING AND
CONSTRUCTION WORK CAN BEGIN.
CONTRACTOR SHALL KEEP ALL
PERMITS AND APPROVALS IN A DRY
LOCATION ON SITE AND SHALL BE
AWARE OF AND FOLLOW ALL
CONDITIONS STIPULATED IN THE
PERMIT DOCUMENTS. DESIGNER
SHALL NOTIFY PERMITTERS WHEN
WORK BEGINS.
4. DESIGNER TO COORDINATE WITH
USFWS TO SURVEY FOR ANY T&E
SPECIES PRIOR TO ANY CLEARING OR
SURFACE WATER IMPACTS. IDENTIFIED
T&E SPECIES SHALL BE RELOCATED
OR PROTECTED BY OWNER BEFORE
START OF WORK AND AS
RECOMMENDED BY USFWS.
5. DESIGNER TO COORDINATE WITH
BURKE COUNTY AND NC DEPARTMENT
OF PUBLIC SAFETY TO OBTAIN ANY
REQUIRED FLOODPLAIN DEVELOPMENT
PERMITS. DESIGNER SHALL BE
RESPONSIBLE FOR PROVIDING ANY
REQUIRED HYDRAULIC ANALYSIS AND
NO -RISE CERTIFICATION FOR IMPACTS
WITHIN THE NON -ENCROACHMENT
AREA.
6. DESIGNER SHALL PROVIDE ANY
REQUIRED DESIGN DETAILS AND
APPLICATIONS TO PERMIT TURN -OUT
IMPROVEMENTS TO NCDOT. DESIGNER
SHALL COORDINATE WITH NCDOT TO
CONTRACT GUARDRAIL AND PAVING
IMPROVEMENTS.
7. CONTRACTOR & DESIGNER OR
SURVEYOR SHALL FLAG CLEARING
LIMITS AS SHOWN ON PLANS, AND
CONTRACTOR SHALL BUSHHOG SITE
PRIOR TO CALLING FOR
UNDERGROUND UTILITIES LOCATION.
8. CONTRACTOR SHALL CALL 811 FOR
LOCATION AND MARKING OF ALL
UNDERGROUND UTILITIES WITHIN THE
WORK AREA. UTILITY MARKING SHALL
BE COMPLETED BEFORE ANY
EXCAVATION ON SITE.
9. CONTRACTOR SHALL INSTALL RAIN
GAUGE IN AN OPEN AREA ON SITE
AND SHALL MAINTAIN ALL
SELF -INSPECTION AND MONITORING
REPORTS PER E&SC PLAN AND NC
GENERAL CONSTRUCTION PERMIT
(NCG01).
10. INSTALL AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCE ACCORDING
TO DETAIL (4.2/A)
11. FOR THE PROTECTION OF GRAY,
NORTHERN LONG EAR AND
TRICOLORED BATS DURING THEIR
ACTIVE AND ROOSTING SEASONS, ALL
TREE CUTTING AND CLEARING SHALL
BE PERFORMED AND COMPLETED IN
WINTER BETWEEN NOVEMBER 16 AND
MARCH 14.
12. CLEAR VEGETATION AS IS NEEDED TO
INSTALL SEDIMENT FENCE AND OTHER
EROSION CONTROL PRACTICES WITHIN
THE DEFINED LIMITS OF DISTURBANCE
AS INDICATED ON E&SC PLAN
DRAWINGS. IF SITE WORK IS DONE IN
PHASES, INSTALL E&SC PRACTICES
AS INDICATED FOR EACH SEPARATE
WORK AREA WHEN CLEARING FOR
EACH AREA BEGINS.
13. LIMIT CLEARING WITHIN 50-FT OF
THE CATAWBA RIVERBANK AND 25-FT
OF THE BANK OF TRIBUTARY TO
THOSE AREAS SPECIFIED IN THE
PROPOSED SITE PLAN. CLEARING AND
GRADING ALONG THE TRIBUTARY
SHOULD BE LIMITED TO THAT EXTENT
WHICH CAN BE COMPLETED AND
STABILIZED ON THE SAME WORKDAY.
14. CLEAR AND REMOVE TREES, BRUSH
AND ANY REFUSE WITHIN CLEARING
LIMITS UNLESS FLAGGED FOR
PROTECTION. ROOTS AND STUMPS
SHALL BE GRUBBED OUT. DEBRIS
FROM CLEARING AND GRUBBING
WITHIN THE LOD SHALL BE BURNED
ON SITE IN DESIGNATED AREAS AND
AFTER OBTAINING REQUIRED BURN
PERMITS FROM NC FOREST SERVICE
AND/OR LOCAL FIRE DEPARTMENT.
REFUSE AND CLEARED DEBRIS NOT
SUITABLE FOR BURNING SHALL BE
HAULED OFFSITE FOR PROCESSING
OR DISPOSAL AT APPROVED
FACILITIES. NO REFUSE SHALL BE
BURIED ON SITE.
15. CLEARED AREAS WITHIN CATAWBA
RIVER BUFFER ZONES THAT ARE NOT
MITIGATED (AS DEFINED ON 2.4/A)
SHALL BE REVEGETATED AND
PLANTED ACCORDING TO "TREE &
SHRUB PLANTING SCHEDULE FOR
CATAWBA RIVER BUFFER" SECTION OF
TABLE 4.1-A.
16. REMOVE EXISTING ASPHALT SURFACE
FROM ABANDONED ROADBED WITHIN
LOD. THIS ASPHALT MAY BE USED
FOR FILL ALONG DRIVEWAY
EMBANKMENT ACCORDING TO DETAILS
DESCRIBED IN NC DOT 2018
STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES: SECTIONS
250-2 & 235-3(B).
17. COMMENCE SITE IMPROVEMENT WORK
BY REMOVING EXISTING 24-IN RCP
CULVERT AND ROCK ENDWALLS AT
CURRENT UNNAMED TRIBUTARY
CROSSING AND REPLACING WITH A
36-IN CMP CULVERT AND PRECAST
CONCRETE ENDWALLS. THIS WORK
MUST BE DONE IN THE DRY BY
ESTABLISHING AND MAINTAINING A
PUMP -AROUND (ACCORDING TO
DETAIL 4.3/B) WHILE EXCAVATION
AND FILL WORK ARE IN PROGRESS.
18. WITH PUMP -AROUND IN PLACE,
CONTRACTOR SHALL CLEAR THE
SECTION OF RIGHT BANK OF
UNNAMED TRIBUTARY (IDENTIFIED ON
SD-2.1) THEN SHAPE BANK AND
DOWNSTREAM END OF VEGETATED
SWALE #1. TRIBUTARY AND SWALE
BANKS AT TRIBUTARY SHALL BE
SEEDED, MULCHED AND STABILIZED
WITH COIR MATTING. MATTING SHALL
BE INSTALLED PER (DETAIL 4.3/A).
19. REMOVE PUMP -AROUND EQUIPMENT
AND TEMPORARY IMPOUNDMENT AND
STABILIZE ANY STREAM BANKS
DISTURBED BY PUMP -AROUND
ACTIVITY AFTER TASKS IMPACTING
TRIBUTARY ARE COMPLETE.
20. REMOVE TOPSOIL AS NEEDED TO
PREPARE BASE FOR ENTRANCE ROAD
AND PARKING AREA CONSTRUCTION.
CLEAN TOPSOIL MAY BE
TEMPORARILY STOCKPILED IN
DESIGNATED AREAS TO BE USED
LATER FOR TOPSOILING OF GRADED
AREAS (WITHIN THE LOD) OR HAULED
OFF SITE FOR DISPOSAL OR
RECYCLING AT AN APPROVED
FACILITY.
21. DESIGNER, CONTRACTOR AND/OR
SURVEYOR TO PROVIDE CONTROL
POINTS, BENCHMARKS, POINT
LOCATIONS AND GRADE STAKING FOR
CONSTRUCTION.
22. EXCAVATE SOIL FROM BORROW
AREAS AND USE CLEAN SOIL
SUITABLE FOR COMPACTION AS
EMBANKMENT FILL ALONG DRIVEWAY
AND BASE FILL FOR ACCESS
PARKING AREA. FILL OF GOOD
QUALITY MAY BE STORED IN
TEMPORARY STOCKPILE AREA UNTIL
USED.
23. CONTRACTOR SHALL ENSURE THAT
FILL IS FREE OF RUBBISH OR
ORGANIC MATERIAL. EARTH FILL FOR
DRIVEWAY EMBANKMENT AND PARKING
AREA BASE SHALL BE PLACED AND
COMPACTED IN MAX. 1-FOOT LIFTS
USING A VIBRATORY ROLLER
COMPACTOR UNTIL SUBBASE GRADE
IS ACHIEVED.
24. NC DOT CONTRACTOR TO REPLACE
AND INSTALL NEW GUARDAIL AT SITE
ENTRANCE ACCORDING TO (SD-2.1).
25. CONTRACTOR SHALL TRACK ROADSIDE
SLOPES TO PROVIDE ROUGH
SURFACE FOR SEEDING. APPLY SEED,
MULCH AND/OR EROSION CONTROL
MATTING AS PRESCRIBED IN E&SC
PLAN. PLACE A MIN. 4-INCH BASE
OF ABC STONE OVER GRADED
DRIVEWAY AND PARKING AREA.
26. EXCAVATE AND GRADE GRASSED
SWALE #1 BETWEEN PARKING AREA
AND TRIBUTARY. SEED, MULCH AND
INSTALL RECP MATTING ALONG CUT
SLOPES AND BED OF SWALE.
27. LAUNCH RAMP EXCAVATION BELOW
OHWM LINE SHALL BE DONE WHEN
RIVER LEVEL IS LOWEST (IDEALLY
WHEN NO POWER GENERATION AT
LAKE JAMES DAM.
28. CONTRACTOR TO INSTALL FLOW
DIVERSION CONSISTING OF A LINE OF
CONCRETE JERSEY BARRIERS
IMMEDIATELY UPSTREAM OF
EXCAVATION & FILL AREA BELOW
OHWM. FLOW DIVERSION SHALL BE
MAINTAINED AND REMOVED ONCE ALL
WORK BELOW OHWM IS COMPLETE.
29. EXCAVATE BASE AND SIDE SLOPES
OF LAUNCH RAMP AREA AT
RIVERBANK. INSTALL SEDIMENT
FENCE ABOVE ORDINARY HIGH WATER
MARK (OHWM) OF CATAWBA RIVER
ACROSS BOTTOM END OF EXCAVATION
FOR RAMP BASE. THIS SEDIMENT
FENCE MAY BE TEMPORARILY
REMOVED WHILE GRADING AND STONE
PLACEMENT WORK IS UNDERWAY BUT
MUST BE REINSTALLED AT THE END
OF EACH WORKDAY UNTIL SIDE
SLOPES ARE STABILIZED WITH SEED,
STRAW, RECP OR RIPRAP AND RAMP
BASE AND SIDE DITCHES HAVE BEEN
SURFACED WITH GEOTEXTILE AND
STONE.
30. REMOVE ANY DEBRIS FROM RIVERBED
AT END OF RAMP LOCATION. BUILD
RAMP BASE BELOW OHWM BY
PLACING ONLY WASHED STONE
(RIPRAP, BALLAST AND/OR #57).
PLACE MIN. 4-IN. THICK LAYER OF
WASHED #57 STONE OVER GRADE AT
LOCATION WHERE PUSH SLAB FOR
RAMP WILL BE FORMED, POURED
AND FINISHED.
31. FORM THE BOTTOM 40-FT. LENGTH
OF THE REINFORCED CONCRETE
LAUNCH RAMP SLAB ON STONE BASE
GRADE ABOVE THE ORDINARY HIGH
WATER MARK (OWHM) OF THE
CATAWBA RIVER. FINISH TOP
SURFACE OF PUSH SLAB WITH
STANDARD RAMP GROOVING.
32. WHILE RAMP PUSH SLAB CURES ON
GRADE, PROCEED WITH GRADING AND
COMPACTION OF DRIVEWAY, SWALES
AND PARKING AREA BASE. AFTER
MIN. 14 DAYS OF CURING TIME,
PUSH END SLAB INTO POSITION WITH
DOZER. UPPER END OF PUSH SLAB
SHOULD STOP AT LEAST 2-FT.
ABOVE OHWM.
33. PLACE GEOTEXTILE CLOTH OVER CUT
SLOPES AND RAMP SIDE DITCHES
BELOW OHWM AND COVER WITH
WASHED RIPRAP ARMOR AS
SPECIFIED. SEDIMENT FENCE MAY
BE INSTALLED FARTHER UP THE
RAMP BASE GRADE AS SURFACES
ADJACENT TO FINISHED RAMP
SECTIONS ARE STABILIZED.
34. FORM & POUR REMAINING SECTIONS
OF REINFORCED CONCRETE RAMP ON
GRADE AND IN THE DRY ABOVE
PUSH SLAB SECTION. GROOVE SLAB
SURFACE WHILE CONCRETE IS WET.
CONTINUE TO LINE AND ARMOR RAMP
SIDE DITCHES. APPLY SEED, MULCH
AND RECP MATTING TO RAMP CUT
SLOPES ABOVE OHWM.
35. SAW CUT CONTROL JOINTS ACROSS
THE WIDTH OF THE RAMP SLAB AT
20-FT. INTERVALS. SAW CUTS
SHALL BE MIN. 1.5-IN. DEEP AND
SHALL BE COMPLETED WITHIN 12
HOURS OF FINISHING CONCRETE.
36. FORM & POUR REINFORCED
CONCRETE APRON & ADA
ACCESSIBLE ROUTE LANDING AT HEAD
OF RAMP. FINISH WITH NO -SLIP
SURFACE.
37. COMPLETE EXCAVATION, GRADING AND
COMPACTION OF PARKING AREA BASE,
DRIVEWAY, VEGETATED SWALES.
APPLY SOIL AMENDMENTS,
TEMPORARY & PERMANENT SEED
MIXES, STRAW MULCH AND INSTALL
RECP MATTING OVER SLOPES OF
3H:1V AND STEEPER.
38. INSTALL CULVERTS AND ENDWALLS
WHERE INDICATED AT CROSSINGS OF
VEGETATED SWALES.
39. GRADE AND COMPACT CONNECTION
FROM NORTHWEST CORNER OF
PARKING AREA TO EXISTING PATHWAY
LEADING TO UPSTREAM BANK FISHING
AREA. PATHWAY CONNECTION SHALL
BE MIN. 6-FT. WIDE GRADED AT 5%
OR LESS. SPREAD AND PACK 3-IN.
THICK LAYER OF ABC STONE OVER
TRAIL CONNECTION SURFACE.
40. PLACE, SPREAD AND ROLLER
COMPACT ABC STONE BASE ALONG
DRIVEWAY AND PARKING AREA.
PACKED STONE BASE SHALL BE MIN.
8-IN. THICK, AND EXTEND MIN.
1-FT. BEYOND PROPOSED EDGE OF
PAVEMENT.
41. CONTRACTOR TO INSTALL KIOSK NEAR
HEAD OF RAMP AREA.
42. FINE GRADE ALL AREAS WITHIN LOD.
APPLY SOIL AMMENDMENTS &
TOPSOIL AS NEEDED; THEN
TEMPORARY & PERMANENT SEED MIX.
INSTALL RECP STRAW MATTING OVER
ALL SLOPES OF 3:1 AND STEEPER.
APPLY STRAW MULCH AS PRESCRIBED
IN (TABLE 4.1-A) TO ALL OTHER
SEEDED AREAS.
43. NC DOT CONTRACTOR TO PAVE
DRIVEWAY TURNOUT, DRIVEWAY AND
PARKING/MANEUVER AREA WITH
ASPHALT.
44. MARKING OF ACCESS ROAD,
PARKING/MANEUVER AREA TO BE
COMPLETED BY OTHERS CONTRACTED
BY OWNER.
45. CONTRACTOR SHALL INSTALL PARKING
WHEEL STOPS AND REGULATORY,
PARKING AND DIRECTIONAL SIGNAGE.
46. REMOVE ALL WASTE FROM SITE AND
DISPOSE OF AT COUNTY LANDFILL.
47. DESIGNER, CONTRACTOR AND OWNER
SHALL MEET ON SITE FOR
PRE -FINAL INSPECTION AND
WALK-THROUGH AND PREPARE A
PUNCH LIST OF ANY FURTHER WORK
NEEDED TO COMPLETE PROJECT.
48. DESIGNER, CONTRACTOR AND OWNER
SHALL MEET WITH SCO PROJECT
MONITOR FOR FINAL INSPECTION
AFTER PUNCH LIST ITEMS ARE
COMPLETED.
49. DESIGNER/CONTRACTOR/SURVEYOR
TO PERFORM ANY REQUIRED
AS -BUILT SURVEY.
50. DESIGNER TO NOTIFY PERMITTERS
WHEN PROJECT IS COMPLETED.
LEGEND
PP
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SURVEY CONTROL -NAIL SET
EXISTING POWER POLE
PROPOSED LIGHT POLE
EXISTING OVERHEAD POWER
LINES
PARCEL BOUNDARY (GIS)
EASEMENT BOUNDARY
EXISTING TRIBUTARY
EXISTING 1' CONTOURS
(AS SURVEYED 1O-MAR-2022)
PROPOSED 1' CONTOURS
-LOD- LIMITS OF DISTURBANCE
SF- SEDIMENT FENCE
PR. OF VEGETATED SWALE
CULVERT
SEEDED & COIR MATTING
SEEDED & STRAW RECP MATTING
RIPRAP SLOPE ARMOR, DITCH
LINING OR OUTLET PROTECTION
EXISTING ASPHALT PAVEMENT
(TO BE REMOVED)
PROPOSED ASPHALT PAVEMENT
LARGE TREE (SURVEYED)
LARGE TREE (TO BE REMOVED)
PERMIT DRAWING SET
SCO ID 22-24306-01A
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NORTH BEND PUBLIC FISHING AREA
BURKE COUNTY
CATAWBA RIVER
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Date:
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File Name:
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Surveyed:
Designed:
Drawn:
Approved:
CMR
JCF
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Sheet Na
SD-0.1

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
NORTH ENGINEERING SECTION
CAROLINA 1720 MAIL SERVICE CENTER
/1//• RALEIGH, NORTH CAROLINA 27699
UU /,
RESOURCES Phone: [phone]
COMMISSION
Fax: [phone]
www.ncwildlife.org
...
_• '
NOTES:
1. ENTRANCE TO SITE WILL BE
SHIFTED TO IMPROVE
ENDS OF EXISTING NCDOT GUARDRAIL SITE ENTRANCE:
DUKE ENERGY CAROLINAS
ANGLE OF INTERSECTION AND
N35.72878° ,
�.;
8111111W81.811607° •
PARCEL:1763452968
DEED BOOK/PAGE NO.: 001699/00641
GIS CRE
ACRES: 499.98
SITE DISTANCE. NCWRC SHALL
APPLY TO NCDOT FOR
DRIVEWAY PERMIT.
- POWERHOUSE ROAD'
46.4'
2. EXISTING GUARDRAIL WILLBE
I
REMOVED AT NEW LOCATION
._a _ .. _
PT#1-a
N-PK SR-1223 PT# 2002 106 - PP
G ._-
�\‚AAPT#_
DRIVEWAY ENTRANCE BY
BEFORE START OF ENTRANCE
Z: 1069.47' --too'''. ✓�
�T#64`� ,REMOVED
STATE —
N-PK NCDOT R W OF a ��\ A
GUARDRAIL SECTION TO BE
BY NCDOT
-4.-*********-******\
GRADING. NCDOT CONTRACTOR
WILL INSTALL NEW GUARDRAIL
_ J� K
z: 1� -+PP � EX. GATE `� �✓; Z 1X0.3-�,� I INV. OUT EL.=1049.93'
p
TO FOLLOW RADII OF ENTRANCE
TO R/W.
INV. IN EL.=1050.45' �r \
�` ��`
EX. 24"0 x 48'L. RCP CULVERT
(REMOVE &REPLACE w/ 36"0 CMP
tNNq,, •
TRIeUT R •
\•SURFACE
3. SEDIMENT FENCE TO BE
INSTALLED BETWEEN LOD AND
�%' -' \PT#1
6 0 + PRECAST ENDWALLS)
\
WATERS PER E&SC
UN\\\PMER( pJ \ ON K\
REMNANT OF FORMER ROADWAY. SR\e�SF / \\ z: No. �.Ri -� .. iik.LINES)?
O LINNEES)?
PLAN (SD-4.0) AT START OF
SITE CLEARING.
`� ` VERHEAD--POWER
4. SITE CLEARING IS TO BE
ASPHALT SURFACE TO BE
\) \
COMPLETED BETWEEN
REMOVED AND HAULED OFFSITE
FOR DISPOSAL. �`���
NOVEMBER 16 - MARCH 14
o
/
t+ f ' EXCAVATE BERM,
SUITABLE SOIL TO
\1NNPM R PROPOSED LIMIT OF ____ \ 4.
U�P �\ -, \ BE USED FOR FILL.
--I \R\8 :. DISTURBANCE: 2.2 ACRES \ ,
PER USFWS REQUEST. TREES &
BRUSH WILL BE CHIPPED OR
BURNED ON SITE AT
m m 16 \ l it
DESIGNATED AREAS. NCWRC
rri o
Z
z
STATE OF NORTH CAROLINA
PARCEL: 1763517647
DEED BOOK/PAGE NO.: 002483/00066
GIS ACRES: 13.06
\\ \ P'"t-1# 63 i II
\\ \\ AN- $
\: • 1,066.7 �
\ /
PROPOSED ACCESS 1 i t•\
'PARKING 1 \ `,
WILL OBTAIN ANY NEEDED BURN
PERMITS.
5. RESET ANY CONTROL POINTS
AND BENCHMARKS THAT ARE IN
NORTH BEND PUBLIC FISHING AREA
CATAWBA RIVER BURKE COUNTY
EXISTING SITE CONDITIONS
& DEMOLITION - PLAN VIEW
AREA
5, V / /r\\\
NATIONAL VICTORY i \ ,�,•„_ ; .• .
TRAIL/FONTA FLORA / i i �\ :it
IT
' \\
6.MOUN� FROM EXISTING ROAD BED MAY
BE USED FOR DRIVEWAY
EMBANKMENT FILL IF PER
SPECS.
' COUNTYREASEMENTE H `
BOUNDARY PROPOSED LAUNCH RAMP AREA
7. ALLDODEBRIS, RUBBISH, TREATED
LUMBER OR ANY OTHER
,�,,\�\ \•\ %
�"°-'� "� t\_- %^ .,,
' '-^�'
\. �� �� '
APARCELHY, PHILLIP M.
PARCEL: 1763615692
DEED BOOK/PAGE NO.: 000832/01447
GIS ACRES: 1.93
REFUSE UNCOVERED DURING
CLEARING AND EXCAVATION
SHALL BE HAULED OFF SITE
FOR DISPOSAL AT COUNTY
\
- f-_ /•.
��°°� % -/-i i i
"�. � '�V ,�' / f
LANDFILL.
8. ALL STOCKPILES OF SOIL FOR
{
I ���'\. _ �'' ' i ; �jo Q PERMANENT IMPACTS TO CATAWBA
`ar" -"
FILL SHALL BE PLACED IN
DESIGNATED STOCKPILE AREAS
; ,
i i
o
BUFFER ZONES MITIGATED THROUGH
/ DMS.
(SHOWN ON E&SC SITE PLAN,
SD-4.0). SEDIMENT FENCE
,
/�t
�
ye
Gp�P
.--
V
V
SHALL BE INSTALLED AND
D AROUND
STOCKPILES.
LOFTIS, WILLIAM RANDOLPH, JR.
PARCEL: 1763608581
DEED BOOK/PAGE NO.: 000393/00005
GIS ACRES: 74.98
I
S
CALLAHAN, FRED LONNIE III; CALLAHAN, WENDY ALICESON
PARCEL: 1763500112
DEED BOOK/PAGE NO.: 002476/00548
GIS ACRES: 125.9
�,`•`..0 CARp''',
QP`•�ESS,�,!/,L: -
. N�
Date
1-DEC-2022
9
File Name:
NorthBend.dw 9
Q
100 0 100 200 _ SEAL rip _
Surveyed: CMR
Designed. JCF
Drawn: JCF
Approved:
-
_• 037 _-
•
Scale: 1 = 100'
PERMIT DRAWING SET
SCO ID 22-24306-01 A
ti
?5o
�,,As ''', e: FE --' \5 „,,
�,,,,,,,,,,o
Sheet No.
SD-1.0

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
NORTH ENGINEERING SECTION
CAROLINA 1720 MAIL SERVICE CENTER
/1//• RALEIGH, NORTH CAROLINA 27699
UU /,
RESOURCES Phone: [phone]
COMMISSION
Fax: [phone]
www.ncwildlife.org
SITE ENTRANCE:
N35.72878°
+ . W81.811607
POWERHOUSE ROAD
— CAROLINA�
DUKE ENERGY
— NCDOT R/W SR_1223- loss _._PP P
WR PP
�NCDOT R W OF NC-►� ` GUARDRAIL SECTION
® TE
® STAB � REMOVED BY NCDOT"
PP} — — - = r��
' •• -� b - �
+
�
o
DPP
\r�'� I-_ °.' OVERHEAD POWER LINES
la 1110 ��
PROPOSED GRADED /"__�� '%
ROADBED FOR FUTURE . �\\�
ACCESS DEVELOPMENT & UNNAMED( \••
MAINTENANCE ZR\DDSPR \\
24� \�
I D UNN �-\ R PROPOSED LIMIT OF -- - ,
? '03 DISTURBANCE: 2.2 ACRES �---, \I 1
m
m
xl
'
pia
OVERMOUNTAIN NATIONAL VICTORY or
TRAIL, FONTA FLORA STATE TRAIL, z
.- BANK FISHING ACCESS PATH >
IMPWWWWIMMPEREPWRIV
o PROPOSED VEGETATED
Z SWALE ��
OVERMOUNTAIN -�
* NATIONAL VICTORY
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STATE TRAIL-BURKE / ®
COUNTY EASEMENT i • .
1 BOUNDARY
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4
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P .�\ \\ ACCESS PARKING
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<4,
NORTH BEND PUBLIC FISHING AREA
CATAWBA RIVER BURKE COUNTY
PROPOSED SITE PLAN
OVERALL VIEW
EXISITNG PATH
k BANK FISHING AREA
GRADE CONNECTION TO PATHWAY ®5% °v,,, - ,
d;'�r �V'.sr r
PROPOSED LAUNCH RAMP i ° / -
" ,
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1
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,PO dit•--7
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Date
1-DEC-2022
File Name:
NorthBend.dw g
Q
100 0 100 200 _ SEAL !�/i�Z _
Surveyed: CMR
Designed. JCF
Drawn: JCF
Approved:
-
_ 037• _-
Scale: 1" = 100'
PERMIT DRAWING SET
SCO ID 22-24306-01 A
v
F ?5o
�,, k ,„° FE ---• \5 `„•
',,,,,,,,,,,0
Sheet No.
sD-2.0

SITE ENTRANCE:
N35.72878'
W81.811607'
CULVERT #1: REPLACE EX. 24"0 x
48'L. RCP CULVERT WITH 36"a x
50'L CMP. REPLACE EXISTING STONE
& MORTAR END WALLS w/
CAST —IN —PLACE OR PRECAST UNITS.
EXISITNG PATH
NN
\
I
ej
NNPM\
u
PROPOSED GRADED
ROADBED FOR FUTURE
ACCESS DEVELOPMENT &
MAINTENANCE
PROPOSED LIMIT OF
DISTURBANCE: 2.2 ACRES
//zz
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/ #3
g
--SOD
GRADE CONNECTION TO PATHWAY CO 5%
— OVERMOUNTAIN
NATIONAL VICTORY
TRAIL/FONTA FLORA
STATE TRAIL—BURKE
COUNTY EASEMENT
BOUNDARY
50 0
m
Scale: 1 " = 50'
50
goo
LP
1o")
(VEGETATED SWALE #1
0 0 �
<J
PROPOSED VEGETATED
SWALE #2
100
<op
8
LOD
8
PRECAST CONCRETE ENDWALLS
(INLET & OUTLET)
\ lI
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/ l
\ \
\
LOD LDD
PROPOSED FISHING
ACCESS PARKING
AREA
CLOD PROPOSED LAUNCH RAMP
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OHWM AS SURVEYED
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GP•P•
PERFVIT DRAWING SET
SCO ID 22-24306-01A
g
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FEFiG�
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NORTH BEND PUBLIC FISHING AREA
CATAWBA RIVER BURKE COUNTY
PROPOSED ACCESS AREA SITE
PLAN VIEW
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
ENGINEERING SECTION
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699
Phone: [phone]
Fax: [phone]
www.ncwildlife.org

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
NORTH ENGINEERING SECTION
CAROLINA 1720 MAIL SERVICE CENTER
/1//• RALEIGH, NORTH CAROLINA 27699
UU /,
RESOURCES Phone: [phone]
COMMISSION
Fax: [phone]
www.ncwildlife.org
': s \\
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/ N35.72751', W81.8107' \(
\ \
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\I `/�No5y `
\ \
\
\ 0
\/`'o
\/ /
/ h OVERHEAD
POWER
NORTH BEND PUBLIC FISHING AREA
CATAWBA RIVER BURKE COUNTY
PROPOSED IMPACTS - FLOOD
PLAN VIEW
i too
/— t/i/
— -
12' A9 -r-- //
cam 20, 14' />
con <on ��' //%
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*• . ,,j�` '. # °5, i //1 /
•/ /
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OHWM AS SURVEYED /
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,A, AE FLOOD ZONE y
(NC FRIS GIS SHAPEFILE) / J�
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W81.81065'
I
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li ' GP�P
50 0 50 100
.... ���P�H cAR��� �'.
1%
Date:
1-DEC-2022
�O :oFESSip,1..+
Scale: 1" = 50' QP 9, i
•
File Name:
NorthBend.dwg
SEAL )/1/. z
- 037 =
Surveyed: CMR
Designed: JCF
Drawn: JCF
Approved:
PERMIT DRAWING SET
SCO ID 22-24306-01 A
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,,,,,,,,,,,,,.
Sheet No.
sD_2.2

0�
LOD
40'L. END SECTION OF RAMP TO
BE CAST ABOVE OHWM THEN
PUSHED INTO POSITION
L00 PROPOSED CONCRETE LAUNCH RAMP
L00 �O
CLASS—B
LOD
`Op
4_06
RIPRAP SLOPE PROTECTION
UP TO 1044' CONTOUR
Nob
D-"
OHWM AS SURVEYED
(EL.=1042.8')
30 0 30
60
Scale: 1" = 30'
i LOG
d 1
O
ODV
As\s' `t
-P
GP�P�
I I
I I
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I I
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WASHED IPRAP & \ /
3" STONE\ FOR RAMP
BASE. I
2
/\�
0
N35.72749°
W81.81065°
0
LENGTH SURFACE
WATER IMPACTS,
S1 = 64LF
PROPOSED SURFACE WATER IMPACTS - CATAWBA RIVER
Scale: 1 "=30'
0 •
<00
INSTALL PUMP —AROUND
UPSTREAM OF WORK
AREA.
ALL IN —STREAM WORK
TO BE PERFORMED IN
THE DRY.
Y
MEN \B \\15
CPIPwBP PUMPIAROUDND
F
BANK STABILIZATION
BANK STABILIZATION
AT OUTLET OF
GRASSED SWALE.
SEED SLOPED
BANKS, INSTALL
COIR MATTING,
LIVESTAK ES.
PROPOSED GRASSED SWALE
30 0
i
Scale: 1" =
Vrck
viviorozawa
"kyr
0'
30
60
PROPOSED CULVERT REPLACEMENT & BANK STABILIZATION
Scale: 1 "=30'
PERMIT DRAWING SET
SCO ID 22-24306-01 A
REMOVE EXISTING 24'o x 48'L. RCP
CULVERT & ROCK ENDWALLS. REPLACE
w/ 36"e x 50'L. CMP & PRECAST
CONCRETE ENDWALLS. B
(N35.72853', W81.81128°)
```011 1 1 1 1 ,1 i,',
:ie 1 , s.
SEAL /2.1Z
= 037 =
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0
Z
W
CO
2
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0
Z
CATAWBA RIVER
Date:
1-DEC-2022
File Name:
NorthBend_PRx.dwg
Surveyed:
Designed:
Drawn:
Approved:
CMR
JCF
JCF
Sheet No.
SD-2.3

LQD
BUD
LOD
LQD
LoD
4QO
LOD\OO
SEED, STABILIZE & REPLANT TREES & SHRUBS
ZONE-1 = 448SF
ZONE-2 = 445SF
GP�N g`L
ti
2�
O FZ
c\FFE
30'
20 0
20
i
Scale: 1" = 20'
40
PROPOSED CATAWBA RIVER BUFFER IMPACTS
Scale: 1 "=20'
SEED, STABILIZE & REPLANT TREES & SHRUBS
ZONE-1 = 488SF
ZONE-2 = 578SF
LOD
LOD
tot
v
O
f
HWM ASURVEYED
(EL.=1042.8')
i
04
v
CATAWBA RIVER BUFFER ZONE-1
4 PERMANENT IMPACT AREA=1357SF
CATAWBA RIVER BUFFER ZONE-2
PERMANENT IMPACT AREA=660SF
CONTRACTOR TO INSTALL A TEMPORARY FLOW
DIVERSION CONSISTING OF A LINE OF PRECAST
CONCRETE JERSEY BARRIERS SET
IMMEDIALTELY UPSTREAM OF THE EXCAVATION
AND FILL AREA BELOW OHWM. BARRIERS SHALL
BE REMOVED UPON COMPLETION OF RIPRAP
FILL PLACEMENT.
LEGEND
EXISTING 1' CONTOURS
(AS SURVEYED 10-MAR-2022)
PROPOSED 1' CONTOURS
—Lop— LIMITS OF DISTURBANCE
— - — PR. Q OF VEGETATED SWALE
TOP OF BANK (AS SURVEYED)
CATAWBA RIVER BUFFER
— — — — CR BUFFER PERM. IMPACT AREA
— — — - CR BUFFER REPLANT AREA
0 0 0
w w. w.
4.11.410,
SLOPE STABILIZATION w/ SEED
& RECP MATTING
CR BUFFER ZONE-1 MITIGATION
(REPLANTING)
RIPRAP SLOPE ARMOR, DITCH
LINING OR OUTLET PROTECTION
PROPOSED CONCRETE LAUNCH
RAMP
LARGE TREE (SURVEYED)
LARGE TREE
(TO BE REMOVED & MITIGATED)
CATAWBA RIVER BUFFER MITIGATION
BUFFER
PERM. IMPACT
ZONAL MITIGATION
MITIGATION
ZONE
AREA (SF)
RATIO*
AREA (SF)
1
1357
2:1
2714
2
660
1.5:1
990
TOTAL MITIGATION AREA (SF) =
3704
(NCDEQDMS IN -LIEU FEE MITIGATION PROGRAM)
* 15A NCAC 02B .0295 (e)
PERMIT DRAWING SET
SCO ID 22-24306-01 A
`''`4N CARD
O oFESSrp;�!iji9
SEAL /2-01Z
= 037 =
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zw
NORTH BEND PUBLIC FISHING AREA
BURKE COUNTY
CATAWBA RIVER
PROPOSED IMPACTS: CATAWBA RIVER BUFFER
PLAN VIEW
Date:
1-DEC-2022
File Name:
NorthBend.dwg
Surveyed:
Designed:
Drawn:
Approved:
CMR
JCF
JCF
Sheet Na
SD-2.4

SITE ENTRANCE:
N35.72878'
W81.811607'
SR-1223
NCDOT RAW
STATE OF
—NC—VIRC 1067.10'
\060'�—
NOTES:
1. SPOT ELEVATIONS ON
DRIVEWAY, PARKING
AREA AND RAMP ARE
TOP OF SUBBASE (©
8—IN. BELOW
FINISHED SURFACE
ELEVATIONS).
2. SPOT ELEVATIONS ON
SWALES, INVERTS AND
EDGES OF
SHOULDERS ARE
ACTUAL FINISHED
SURFACE ELEVATIONS.
3. SURVEY CONTROL
POINTS AND
BENCHMARKS SET ON
AREAS TO BE
DEMOLISHED OR
GRADED SHALL BE
RESET PRIOR TO
START OF CLEARING.
DUKE ENE CDOTART A
PT# 2001
N-PK
Z: 1068. Q,g,,
01410
-cit —1060
A1/43 vrz-r.„ 4.85'
.1064.75'
70:;73,401111`
64
.•4.7�
POWERHOUSE ROAD
1063.3''
36"0 CMP CULVERT
INV. IN EL.=1050.00'r_
INV.
PROPOSED GRADED
ROADBED FOR FUTURE
ACCESS DEVELOPMENT &
MAINTENANCE
PROPOSED LIMIT OF
DISTURBANCE: 2.2 ACRES
FINISHED SLOPES (UNLESS NOTED OTHERWISE)
ROAD & DRIVEWAY EMBANKMENT: 2H:1V
RAMP CUT: 2H:1V
PARKING PAD FILL: 3H:1V
VEGETATED SWALES: 3H:1V
1
EXISITNG PATH
\9
0
1/158.00'
\ 1056.50'
2.85
$ 1056.00'
-
00
—1065
`F9,59.35'
—
1059.40''
1058.95'
'059.2
/
//��1654�10 ' 1'
\ 24'
7-
1057.00' c
1059.75'
1059.90'
Lob�9
1054.45L 1
GRADE CONNECTION TO PATHWAY ® 5% �0\�
Volumes by Triangulation (Prisms) Wed Nov 16 15:59:43 2022
Existing Surface: C:\...\IF—North Bend\CAD4\EX—x.tin
Final Surface: C:\...\IF—North Bend\CAD4\PRx.tin
TEMP. STOCKPILE +y
AREA )
l�sb-
1056.55'
Cut volume: 87,534.5 C.F., 3,242.02 C.Y.
Fill volume: 90,298.8 C.F., 3,344.40 C.Y.
Area in Cut : 36,375.0 S.F., 0.84 Acres
Area in Fill: 39,418.9 S.F., 0.90 Acres
Total inclusion area: 76,083.6 S.F., 1.75 Acres
Average Cut Depth: 2.41 feet
Average Fill Depth: 2.29 feet
Cut to Fill ratio: 0.97
Import Volume: 102.4 C.Y.
Elevation Change To Reach Balance: —0.036 NOTE: ALL ELEVATIONS ARE U.S. FEET (NAVD88)
Volume Change Per .1 ft: 281.8 C.Y.
50 0
36' CMP CULVERT
INV. OUT EL.=1049.50'
`1055 Mc9
UNN•Rs
TR\gUZP
1058.95'
ss
1059.20'
N�1058.
T#T1
/1061.15'
PROPOSED FISHING
ACCESS PARKING
AREA
LOp� PROPOSED LAUNCH RAMP
1056.95°D
1056.75' Lop
1�055.35' toa\Lop
Lob
Lop
PROPOSED VEGETATED
SWALE
OHWM AS SURVEYED
50 10
Cut (C.Y.) / Area (acres): 1856.15
Fill (C.Y.) / Area (acres): 1914.76
Max Cut: 14.173 at 1 165887.551,731534.308
Max Fill: 6.527 at 1165686.902,731970.078
>000)
a
v co
N.z
m
m
c
Z z
0
CO
co
a
ZZOZ-a3a I.
Scale: 1" = 50'
PERFVIT DRAWING SET
SCO ID 22-24306-01A
NORTH BEND PUBLIC FISHING AREA
CATAWBA RIVER BURKE COUNTY
PROPOSED ACCESS AREA SITE
PLAN VIEW
PT# 2000
OVERHEAD
POWER
LINES
035.13'
\
8
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
ENGINEERING SECTION
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699
Phone: [phone]
Fax: [phone]
www.ncwildlife.org

SITE ENTRANCE:
N35.72878'
W81.811607'
SR-1223
NCDOT R/W
STATE NC—WRC
NOTES:
1. SPOT ELEVATIONS ON
DRIVEWAY, PARKING AREA
AND RAMP ARE TOP OF
SUBBASE (@ 8—IN. BELOW
FINISHED SURFACE
ELEVATIONS).
2. SPOT ELEVATIONS ON
SWALES, INVERTS AND
EDGES OF SHOULDERS ARE
ACTUAL FINISHED SURFACE
ELEVATIONS.
3. SURVEY CONTROL POINTS
AND BENCHMARKS SET ON
AREAS TO BE DEMOLISHED
OR GRADED SHALL BE
RESET PRIOR TO START OF
CLEARING.
DUKE ENE CDOTART A
36"0 CMP CULVERT
INV. IN EL.=1050.00'
PROPOSED GRADED
ROADBED FOR FUTURE
ACCESS DEVELOPMENT &
MAINTENANCE
PROPOSED LIMIT OF
DISTURBANCE: 2.2 ACRES
FINISHED SLOPES (UNLESS NOTED OTHERWISE)
ROAD & DRIVEWAY EMBANKMENT: 2H:1V
RAMP CUT: 2H:1V
PARKING PAD FILL: 3H:1V
VEGETATED SWALES: 3H:1V
EXISITNG PATH
1/—
boo
GRADE CONNECTION TO PATHWAY CO 5%
50 0
50
-o
24'
_DAC
(OD
�t� )
toD
PROPOSED VEGETATED
SWALE
100
Scale: 1" = 50'
NOTE: ALL ELEVATIONS ARE U.S. FEET (NAVD88).
0
m m A
ZZOZ-a3a I.
36"° CMP CULVERT
INV. OUT EL.=1049.50'
PROPOSED FISHING
ACCESS PARKING
AREA
PROPOSED LAUNCH RAMP
\LOD\
4/
LOD
OHWM AS SURVEYED (1043.0')
toD
COD
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PERFVIT DRAWING SET
SCO ID 22-24306-01A
NORTH BEND PUBLIC FISHING AREA
CATAWBA RIVER BURKE COUNTY
PROPOSED ACCESS AREA SITE GRADING
PLAN VIEW
OVERHEAD
POWER
LINES
\\
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
ENGINEERING SECTION
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699
Phone: [phone]
Fax: [phone]
www.ncwildlife.org

S 1R 1R 223
1\1CDOT R2a6y.-
STATE OF NC 1o6°-C_
TRIBUTARY BYPASS
PUMP -AROUND
TEMPORARY IMPOUNDMENT
OF TRIBUTARY FOR
PUMP -AROUND
TRBP4R(
OTP
DESIGNATED BURN AREA
(BEFORE GRADING & ESTABLISHMENT
OF TEMPORARY STOCKPILE AREA)
PROPOSED LIMIT OF
DISTURBANCE: 2.2 ACRES
50 0
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50
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0
TEMPORARY
A STOCKPILE
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SITE ENTRANCE:
N35.72878°
W81.811607°
CATAWBA RIVER ORDINARY HIGH WATER MARK (AS SURVEYED)
EROSION & SEDIMENT CONTROL PRACTICES - PLAN VIEW 1oyy�
Scale: 1"=50'
OVHEAI POWER LINES
LEGEND
EXISTING POWER POLE
PROPOSED LIGHT POLE
EXISTING OVERHEAD POWER
LINES
PARCEL BOUNDARY (GIS)
EXISTING 1' CONTOURS
(AS SURVEYED 10-MAR-2022)
PROPOSED 1' CONTOURS
—LOD— LIMITS OF DISTURBANCE
SYMBOL
—SF— SEDIMENT FENCE
PR. . OF VEGETATED SWALE
— - — CULVERT
SEEDED & COIR MATTING
SEEDED & STRAW RECP
MATTING
RIPRAP SLOPE ARMOR, DITCH
LINING OR OUTLET PROTECTION
EROSION & SEDIMENT CONTROL PRACTICES
PRACTICE
TEMP. CONSTRUCTION
ENTRANCE
—SF— SEDIMENT FENCE
SEDIMENT FENCE
NON -EROSIVE OUTLET
VEGETATIVE STREAMBANK
— STABILIZATION
SURFACE ROUGHENING
TS TEMPORARY SEEDING
PS PERMANENT SEEDING
MULCHING
RR RIPRAP SLOPE PROTECTION
GL Frrrrrj GRASS LINED CHANNEL
El) RECPci) EROSION CONTROL MATTING
(RECP)
RRF9m9P4 RIPRAP LINED CHANNEL
ROCK RIPRAP APRON
OUTLET PROTECTION
PLAN SET
DETAIL REF.
NC E&SC
MANUAL REF.
6.06
6.62
6.62
6.72
6.03
6.10
6.11
6.14
6.15
6.30
6.17
6.31
6.41
NOTES
REMOVE ALL INVASIVE VEGETATION.
APPLY TEMP. & PERM. SEED & MULCH.
INSTALL COIR MATTING. PLANT LIVE
STAKES PER TABLE 4.1—B.
ALL CONSTRUCTION SLOPES REQUIRE
SURFACE ROUGHENING TO PREPARE
BARE SOIL FOR STABILIZATION AND
SEEDING.
ALL DISTURBED SURFACES REQUIRE
TEMP. & PERM. SEEDING PRIOR TO
MULCHING OR APPLYING RECP.
ANCHOR STRAW MULCH BY APPLYING
RYE (GRAIN) FOR FALL SEEDING OR
GERMAN MILLET FOR SPRING AT
15LB/AC. BEFORE APPLYING MULCH.
CHEMICAL MULCHES MAY BE USED TO
BIND OTHER MULCHES OR WITH WOOD
PULP IN A HYDROSEED SLURRY (PER
MANUFACTURER INSTRUCTIONS).
ALL GRASS LINED CHANNELS
(VEGETATED SWALES) TO BE SEEDED &
RECP APPLIED TO SLOPES AND BED.
APPLY TO ALL SLOPES 3:1 OR STEEPER
AFTER APPLYING TEMP. & PERM. SEED.
PERMIT DRAWING SET
SCO ID 22-24306-01A
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BURKE COUNTY
CATAWBA RIVER
EROSION & SEDIMENT CONTROL PRACTICES
SITE PLAN
Date
1-DEC-2022
File Name:
NorthBend.dwg
Surveyed:
Designed:
Drawn:
Approved:
CMR
JCF
JCF
Sheet No.
SD-4.0

TABLE 4.1-A SEEDING & VEGETATION SCHEDULE
TEMPORARY SEEDING
HERBACEOUS PLANTS - NURSE CROP FOR IMMEDIATE STABILIZATION
COMMON NAME
BOTANICAL NAME
SEEDING RATE
(Lbs./Ac.)
FERTILIZATION
INSTALLATION/MAINTENANCE CONSIDERATIONS
OPTIMAL PLANTING DATES: AUG 15 - MAY 15 (FALL - WINTER)
Rye Grain Seca le cereale
30
By soil test
Must be mown to reduce competitiveness w/ permanent
vegetation
OPTIMAL PLANTING DATES: MAY 15 - AUG 15 (SPRING -SUMMER)
German Millet Setaria italica 30 By soil test
PERMANENT SEEDING
PSM-1 - PERMANENT SEED MIX FOR CUT & FILL SLOPES AND VEGETATED DITCHES AND SWALES - NC STEEP SLOPE MIX *
COMMON NAME
BOTANICAL NAME
MIX
PERCENTAGE
FERTILIZATION
INSTALLATION/MAINTENANCE CONSIDERATIONS
Virginia Wild Rye
Elymus virginicus
22.0%
By soil test
Indiangrass
Sorghastrumnutans
21.7%
By soil test
Purpletop
Tridensflavus
15.0%
By soil test
Deertongue
Panicum dandestinum
12.0%
By soil test
Switchgrass
Panicum virgatum
12.0%
By soil test
Little Bluestem
Schizachyrium scoparium
12.0%
By soil test
Partridge Pea
Chamaecrista fasciculata
1.3%
By soil test
La nceleaf Coreopsis
Coreopsis lanceolata
1.3%
By soil test
Blackeyed Susan
Rudbeckia hirta
1.3%
By soil test
Showy Tickseed Sunflower
Bidens aristosa
1.0%
By soil test
Spotted Beeba I m
Monarda puncata
0.2%
By soil test
Ohio Spiderwort
Tradescantia ohiensis
0.2%
By soil test
SEEDING RATE: 45 LB/ACRE WITH 30LB/ACRE COVER CROP
* Permanent seed mix is based on Ernst Conservation Seeds ERNMX-310
Contractor may substitute other native seed species or adjust proportions to better suit site conditions with NCWRC approval.
MULCHING
Apply straw mulch to seeded disturbed areas that are not to be covered by RECP. Mulch should be evenly spready by hand or straw blower at a rate of 1.5-2
bales per 1,000SF. Anchor straw mulch by applying RYE (GRAIN) for fall seeding or GERMAN MILLET for spring at 15LB/AC before spreading mulch. Chemical
mulches may be used to bind other mulches or with wood pulp in a hydroseed slurry (PER MANUFACTURER INSTRUCTIONS).
VEGETATIVE STREAMBANK
30LF of strea mba nk along the unnamed tributary will be stabilized with seed matting and plantings. Clear all invasive vegetation. Once outlet of vegetated swa l e
has been graded, apply seasonal temporary seed and native permanent seed (per this schedule) over area then mulch with straw before installing 600g/m2 coir
matting. After matting is installed, plant I ivesta kes of the following species (alternatives may be substituted with engineer approval). at 1 per SY spacing.
COMMON NAME
BOTANICAL NAME INSTALLATION/MAINTENANCE CONSIDERATIONS
Silky Dogwood
Corn us amomum
Plant I ivesta kes during dormancy (between 10/1-3/31). At least 2/3 of stem length should be
embedded.
Elderberry
Sambucus nigra
Ni neba rk
Physocarpus opulifolius
NATIVE TREE & SHRUB SCHEDULE FOR CATAWBA RIVER BUFFER REPLANTING
The combined 0.045AC areas within the Catawba River Buffer zones adjacent to the permanent buffer impact areas (identified on SD-2.4) will be stabilized and
revegetated. Apply temporary & permanent seed mixes according to this table then install straw RECP. Plant native riparian trees & s hubs (from list below) to
achieve 260 stems/AC as mitigation for trees removed from buffer zones. A minimum of 12 containerized trees & shrubs (a variety of species in equal
proportions of trees to shrubs) will be evenly distributed over the defined areas. Substitute tree & shrub species shall be pre -approved by engineer. Refer to
NCSU-BAE Piedmont Riparian Species List for potential substitutions.
COMMON NAME
BOTANICAL NAME
TYPE
FERTILIZATION
INSTALLATION/MAINTENANCE CONSIDERATIONS
River Birch
Betulanigra
Tree
By soil test
Plant during spring or fall. Mulch to protect roots.
Red Maple
Acerrubrum
Tree
By soil test
Plant during spring or fall. Mulch to protect roots.
Persimmon
Diospyros virginiana
Tree
By soil test
Plant during spring or fall. Mulch to protect roots.
Silver Bell
Halesia caroliniana
Tree
By soil test
Plant during spring or fall. Mulch to protect roots.
Silky Dogwood
Corn usamomum
Shrub
By soil test
Plant during spring or fall. Mulch to protect roots.
Tag Alder
Alnusserrulata
Shrub
By soil test
Plant during spring or fall. Mulch to protect roots.
Ironwood
Carpinus caroliniana
Shrub
By soil test
Plant during spring or fall. Mulch to protect roots.
Beautyberry
Callicarpa americana
Shrub
By soil test
Plant during spring or fall. Mulch to protect roots.
VEGETATION SCHEDLUE
MAJOR ELEMENTS OF THE NORTH CAROLINA
CONSTRUCTION GENERAL PERMIT NCGO1
1) Ground Stabilization*
Site Area
Description
Stabilization
Time Frame
Stabilization Time
Frame Exceptions
• Perimeter dikes,
swales, ditches
and slopes
7 days
None
• High Quality
Water (HQW)
Zones
7 days
None
• Slopes steeper
than 3:1
7 da s
y
If slopes are 10' or
less in length and are
not steeper than 2:1,
14 days are allowed.
• Slopes 3:1 or
flatter
14 days
7-days for slopes
greater than 50 feet
in length
• All other areas
with slopes flatter
than 4:1
14 days
None
(except for
perimeters and
HQW Zones)
* "Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
impracticable." (Section II.B(2)(b))
2) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
• Earthen -material stockpiles must be located 50' from storm
drains and streams unless no reasonable alternatives
available.
• Concrete materials must be controlled to avoid contact with
surface waters, wetlands, or buffers.
3) Discharges to Federally -listed Waters
• Requirements are the same as in previous permit.
• The permit allows reduction from the 20 acre minimum if
the Director of DWQ determines that other BMPs provide
equivalent protection.
4)
Inspections
• Same weekly inspection requirements
• Same rain gauge & inspections after 0.5" rain event
• Inspections are only required during "normal business
hours"
• Inspection reports must be available on -site during
business hours unless a site -specific exemption is
approved.
• Records must be kept for 3 years and available upon
request.
• Electronically -available records may be substituted
under certain conditions.
5)
Implementation of New Permit Conditions
• Projects permitted under the previous permit can
continue to follow the previously -permitted conditions.
• Complete applications received prior to August 3, 2011
can follow conditions of approved application.
• Applications received after August 2, 2011 must comply
with new permit conditions.
6)
Conditions in Erosion & Sedimentation Control Plans*
Designation on the plans where the 7 and 14-day ground
stabilization requirements of the NPDES permit apply
Designation on the plans where basins that comply with the
surface -withdrawal requirements of the NPDES permit are
located.
7)
Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes located 50' from storm drains and streams unless
no reasonable alternatives are available.
• Earthen -material stockpiles located 50' from storm
drains unless no reasonable alternatives available.
• Concrete materials must be controlled to avoid contact
with surface waters, wetlands, or buffers.
8)
Sediment Basins
• Outlet structures must withdraw from basin surface
unless drainage area is less than 1 acre.
• Use only DWQ-approved flocculants.
MAJOR ELEMENTS OF CONSTRUCTION
GENERAL PERMIT NCGO1
PERMIT DRAWING SET
SCO ID 22-24306-01A
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BURKE COUNTY
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Date:
1-DEC-2022
File Name:
NorthBend.dwg
Surveyed:
Designed:
Drawn:
Approved:
CMR
JCF
JCF
Sheet No.
SD-4.1

z
6" MIN. THICKNESS
50' MI .
2 "-3" COARSE AGGREGATE
FABRIC UNDER STONE
12' MIN.
MAINTENANCE
IMAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
STEEL POST
WIRE FENCE
PLASTIC OR
WIRE TIES
MIN. 50LB.
TENSILE
STRENGTH
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8" DOWN & 4"
FORWARD ALONG THE
TRENCH
WIRE
FENCE
STEEL
POST
2
FILTER FABRIC
18"-24"
FILTER
FABRIC
NOTE:
1. STEEL POSTS FOR SEDIMENT FENCE
SHALL BE MIN. 1.25LB/LF ® 5' MIN.
LENGTH. POSTS SHALL HAVE
PROJECTIONS TO FACILITATE FASTENING
FABRIC.
2. SEDIMENT FENCE FILTER FABRIC SHALL
CONFORM TO ASTM D 6461 AND SHALL
CONTAIN UV INHIBITORS & STABILIZERS TO
PROVIDE A MIN. 6 MO. EXPECTED USABLE
CONSTRUCTION LIFE.
3. WIRE FENCE REINFORCEMETN FOR
STANDARD STRENGTH FILTER FABRIC
NATURAL SHALL BE MIN. 14 GA. STEEL W/ MAX.
GROUND MESH SPACING OF 6 INCHES.
BACKFILL TRENCH AND
COMPACT THOROUGHLY
UPSLOPE
8" MIN.
L
CROSS-SECTION
NATURAL
GROUND
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE
IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING
CLEANOUT.
REMOVE ALL FENCING MATERIALS
AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
18"-24"
FILTER OF #57 WASHED STONE
(REPLACE AS NECESSARY)
PLAN VIEW
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57 WASHED STONE
(REPLACE AS NECESSARY)
END FILTER FABRIC
HERE
12"MIN. 4' MIN.
WATER FLOW
TOP OF WASHED
STONE ® OUTLET
AT LEAST 12"
BELOW TOP OF
SILT FENCE.
BURY WIRE FENCE -
AND HARDWARE CLOTH
FILTER FABRIC ON SECTION
GROUND
SILT
■■■■■■■■■■11■■■■■■ ■■■■■■I i■■■■■uI■■■■■■■■■
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WIRE FENCE
HARDWARE CLOTH
FENCE
TOP OF SILT FENCE MUST BE AT
LEAST 1 ' ABOVE THE TOP OF
WASHED STONE
FRONT VIEW STEEL FENCE POST SET
MAX. 2' APART
MAINTENANCE
INSPECT SILT FENCE OUTLETS AT
LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS AS NEEDED.
REMOVE SEDIMENT AS NECESSARY
TO PROVIDE ADEQUATE STORAGE
VOLUME FOR SUBSEQUENT RAINS.
WHEN THE CONTRIBUTING DRAINAGE
AREA HAS BEEN ADEQUATELY
STABILIZED, REMOVE ALL MATERIALS
AND ANY UNSTABLE SOIL, AND
EITHER SALVAGE OR DISPOSE OF I T
PROPERLY. BRING THE DISTURBED
AREA TO PROPER GRADE, THEN
SMOOTH AND COMPACT IT.
STABILIZE AREAS AROUND THE
OUTLET.
SEDIMENT FENCE NON -EROSIVE OUTLET DETAIL
NOT TO SCALE
AT OUTLET OF
CULVERT, AND
BANK, T=9" MIN
FOR OUTLET OF
T=9" MIN.
L1=4
OUTLET
OF PIPE
L2=6'
15"0 CPP CULVERT (SWALE #2): 6=10.5' TOTAL LENGTH OF RIPRAP APRON WITH Lt=4.5' UPSTREAM OF OUTLET TO PROTECT
L2=6' DOWNSTREAM OF OUTLET TO PREVENT SCOUR HOLE. WIDTH OF RIPRAP APRON SHALL BE MIN. 3xDo = 4.5' OR TO TOP OF
18'0
CMP CULVERT (SWALE #1), w/ CONCRETE ENDWALL AT OUTLET, NO RIPRAP IS NEEDED UPSTREAM OF OUTET. L2=6', W=4.5',
W=4.5'
PLAN
La=10.5'
OUTLET STABILIZATION CONSTRUCTION SPECIFICATIONS:
1. ENSURE THAT SUBGRADE FOR FILTER AND STONE OUTLET TO FLAT AREA (NO DEFINED CHANNEL) FOLLOWS
REQUIRED LINES AND GRADE SHOWN ON PLAN. COMPACT ANY FILL REQUIRED IN SUBGRADE TO DENSITY OF
SURROUNDING UNDISTURBED SOIL. LOW AREAS IN SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY
INCREASING STONE THICKNESS.
2. FILTER LAYER SHALL BE WOVEN OR NONWOVEN SYNTHETIC FILTER FABRIC:
• CONFORMING TO ASTM-1682 OR ASTM D-177
• MIN. OPEN AREA OF 4% OR EOS < US STANDARD SIEVE NO. 100 (0.15mm)
• THICKNESS=20-60MILS
• TEAR STRENGTH=90-120LBS.
TAKE CARE TO AVOID DAMAGING FILTER DURING STONE PLACEMENT. IF RIPPED OR PUNCTURED, REMOVE STONE
FROM DAMAGED AREA AND COVER WITH PATCH OF FILTER FABRIC BEFORE REPLACING STONE COVER.
3. STONE FOR APRON SHALL BE NCDOT CLASS -A RIPRAP (D50=4-INCHES, Dom= 6-INCHES) MINIMUM THICKNESS
OF 9-INCHES (T=1.5X D,).
4. CONSTRUCT APRON TO ZERO GRADE WITH NO OVERFILL AT END.
5. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH TEMP. & PERM. SEED (4.1/A) AND
RECP OR MULCH.
6. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (3" OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES
HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
ROCK RIPRAP APRON OUTLET PROTECTION
NOT TO SCALE
PERMIT DRAWING SET
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NORTH BEND PUBLIC FISHING AREA
BURKE COUNTY
CATAWBA RIVER
EROSION & SEDIMENTATION CONTROL PLAN
Date:
1-DEC-2022
File Name:
NorthBend.dwg
Surveyed:
Designed:
Drawn:
Approved:
CMR
JCF
JCF
Sheet No.
SD-4.2

Stakes at
3'-5' intervals
NOTE:
RECP USED FOR THIS
PROJECT SHALL NOT
CONTAIN ANY POLY OR
PLASTIC NETTING. ALL
MATTING SHALL BE
"WILDLIFE SAFE".
FOR STREAMBANKS,
APPLY SEED, STRAW
MULCH AND THEN
INSTALL 600g/m2 COIR
MATTING (ROLANKA
BIO-D MAT 60 OR
EQUIVALENT).
FOR SLOPES AND
VEGETATED SWALES,
APPLY SEED THEN
INSTALL RECP (DOUBLE
NET NATURAL STRAW
MATTING (ROLANKA
BioD STRAW OR
EQUIVALENT)).
Initial channel anchor trench
3" Min.
Overlap
Check Slots at 25'
intervals
Terminal slope and channel
anchor trench
6" Min.
Overlap
Staple Overlaps
Max. 5" spacing
Bring material down to a level area,
turn the end under 4" and staple at
Anchor 6"x6"
min. Trench
and staple at
12" intervals
NOTES: 12" intervals.
1. Lime, fertilize and seed before installation. Planting of shrubs, trees, etc. should occur after installation.
2. Slope surface shall be smooth before placement for proper soil contact.
3. Design velocities exceeding 2 feet/second require temporary blankets, mats or similar liners to protect seed and soil until vegetation becomes
established.
4 Terminal anchor trenches are required at RECP ends and intermittent check slots must be constructed across channels at 25 foot intervals. MAI
Overlap
6" Min.
' Mi
Overcut channel 2"
to allow bulking
during seedbed
preparation
Intermittent check slot
Prepare soil and apply seed before
installing blankets, mats or other
temporary channel liner systems
5 Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width. Intermittent check slots should be 6 inches deep
and 6 inches wide.
6 For installation on a slope, place RECP 2-3 feet over the top of the slope and into an excavated end trench measuring approximately 12
inches deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill and compact. Unroll the RECP down
the slope maintaining direct contact between the soil and RECP. Pin using staples or pins in a 3 feet center -to -center pattern.
7. 11 gauge, at least 6 inch by 1 inch staples or 12 inch minimum length wooden stakes are recommended for anchoring.
8. Grass -lined channels with design velocities exceeding 6 feet/second should include turf reinforcement mats
9. Check slots to be constructed per manufacturers specifications.
10. Staking or stapling layout per manufacturers specification.
11. If there is a berm at the top of slope, anchor upslope of the berm.
12. Do not stretch blankets/matting tight, allow the rolls to conform to any irregularities.
13. For slopes less than 3H:1V, rolls may be placed in horizontal strips.
1.
2.
3.
4.
5.
Design Depth
Typical installation
with erosion control
blankets or turf
reinforcement mats
6" Min.
Longitudinal anchor trench
Single -lap spliced ends or begin new
roll in an intermittent check slot
NOTES:
1. RIPRAP FOR SLOPE PROTECTION SHALL BE NCDOT CLASS-B (D50=8", Dmax=12").
2. GEOTEXTILE SHALL BE WOVEN OR NON -WOVEN. TOTAL OPEN AREA OF FILTER SHALL NOT
EXCEED 36%. FILTER FABRIC THICKNESS: 20-60MIL, GRAB STRENGTH: 90-120LB.,
CONFORMING TO ASTM D-1682 OR ASTM D-177.
3. PLACE CLOTH DIRECTLY OVER PREPARED BASE. OVERLAP EDGES BY AT LEAST 12" AND
INSTALL ANCHOR PINS EVERY 3' ALONG OVERLAP.
4. BURY UPSTREAM END OF GEOTEXTILE AT LEAST 12" BELOW GROUND.
5. TAKE CARE NOT TO DAMAGE CLOTH WHEN PLACING RIPRAP. IF DAMAGED, REMOVE RIPRAP
AND REPAIR THE SHEET BY ADDING ANOTHER LAYER OF CLOTH WITH MIN. 12" OVERLAP
AROUND THE DAMAGED AREA.
MACHINE PLACED
CLASS-B RIPRAP
2H:1V MAX.
GEOTEXTILE LINER
RIPRAP SLOPE PROTECTION DETAIL
NOT TO SCALE
T=18"(MIN.)
�{18"MIN.F-
L� I
18"" MIN
NTENANCE:
Inspect Rolled Erosion Control Products at least weekly and
after each rain of 1 inch or greater; repair immediately.
Good contact with the ground must be maintained, and
erosion must not occur beneath the RECP.
Any areas of the RECP that are damaged or not in close
contact with the ground shall be repaired and stapled.
If erosion occurs due to poorly controlled drainage, the
problem shall be fixed and the eroded area protected.
Monitor and repair the RECP as necessary until ground cover
is established.
EROSION CONTROL MATTING (RECP) INSTALLATION DETAIL
NOT TO SCALE
- r r
- r r r
� rrr
� rrr
� rrrr
� rrrr
� rrrr
� rrrrr
� rrrrr
- r r r r r r
STREAM DIVERSION PUMPS
(PUMP OPERATION AND FUELING SHALL BE AT LEAST 25' FROM STREAM BANK.)
(PUMP MAY NEED TO BE OPERATED INTERMITTENTLY DURING LOW FLOW PERIODS.)
INTAKE HOSE •
• am
364
r r r am !///i;
�,/,
r r r OW
-r ,i /;
,-• •
//. � /./,
rrr/ii/
-� r r r ji�j -,
rrrrr ,;/i,//
SUMP fJRPb�}tr r ri/,/i�i/i
�/ i�/i/
12"=1-&'--BEEP-iC-'-, r--:i�i/1
-rrrrrrr ,i,/���5
-rrrrrrr �iii,/i/
-rrrrrrr �ii�!i%�
r tNTAKKE -FILTE - -//t1� IMPERVIOUS SHEET (UPSTREAM)
Jrrr r%f/��fi
TEMPORARY STREAM PUMP -AROUND DETAIL
NOT TO SCALE
DISCHARGE HOSE
] SANDBAG DIKE
WORK AREA
LENGTH NOT TO EXCEED
THAT WHICH CAN BE COMPLETED
IN ONE DAY
HEIGHT=BASE FLOW+1
(MIN 2') IMPERVIOUS SHEET
SANDBAG DIKE5.
SECTION A -A: TYPICAL SANDBAG DIKE
NOT TO SCALE
PUMPS SHALL DISCHARGE ONTO STABLE
BANK OR DISSIPATER BUILT OF RIPRAP,
SANDBAGS OR OTHER APPROVED MATERIALS.
DISCHARGE POINT MUST BE LOW ENOUGH
THAT PUMPED WATER WILL NOT FLOW BACK
FLOW- INTO WORK AREA. IF NOT, A SECOND DYKE
AND IMPERVIOUS BARRIER SHALL BE
INSTALLED DOWNSTREAM OF THE WORK AREA
AND UPSTREAM OF THE DISCHARGE POINT.
PERMIT DRAWING SET
SCO ID 22-24306-01A
NOTES:
1. LENGTH OF DIVERSION (WORK AREA) SHALL NOT EXCEED
THAT WHICH CAN BE WORKED AND STABILIZED IN ONE
DAY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE LOCATIONS OF IMPERVIOUS DIKES FOR EACH DAY'S
WORK.
2. ALL PUMP INTAKES SHALL FITTED WITH SCREENS.
3. INSTALL PUMP AND TEMPORARY FLEXIBLE HOSE AT THE
UPSTREAM END OF THE CONSTRUCTION AREA. SET
INTAKE HOSE IN AN EXISTING POOL OR DIG A 2'0 x
18"D. SUMP.
4. PREPARE STABILE OUTLET FOR STREAM DIVERSION PUMP
HOSE. DISCHARGE ONTO A STABLE BANK OR INSTALL A
DISSIPATER MADE FROM RIPRAP OR SANDBAGS.
DISCHARGE POINT SHALL BE AT SUFFICIENTLY LOW
ELEVATION THAT PUMPED WATER WILL NOT FLOW BACK
INTO WORK AREA, ELSE INSTALL A SECOND IMPERVIOUS
DYKE DOWNSTREAM OF THE WORK AREA AND UPSTREAM
OF THE DISCHARGE POINT.
INSTALL UPSTREAM IMPERVIOUS DIKE (SANDBAGS
STACKED ACROSS THE WETTED CHANNEL TO A HEIGHT
OF BASE FLOW +1' OR MINIMUM OF 2'). SECURE
IMPERVIOUS SHEETING ACROSS UPSTREAM FACE OF DIKE.
6. BEGIN PUMPING FOR THE STREAM DIVERSION.
7. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE IF NEEDED
TO PREVENT FLOW BACK INTO WORK AREA. SECURE
IMPERVIOUS SHEETING ACROSS DOWNSTREAM FACE OF
DIKE.
8. SET DEWATERING PUMP AT A STAGING AREA AT LEAST
25-FT AWAY FROM SURFACE WATER. PLACE INTAKE AT
LOWEST POINT IN THE WORK AREA SECTION OF
CHANNEL. MOVE INTAKE AS NEEDED TO DRY OUT WET
AREAS. DURING PERIODS OF LOW STREAM FLOW, PUMP
MAY NEED TO BE RUN AT INTERVALS.
9. PREFORM CULVERT REPLACEMENT AND STREAMBANK
STABILIZATION ACCORDING TO PLANS WITHIN THE
DIVERTED WORK AREA.
10. REMOVE ANY ACCUMULATED SILT OR LOOSE SOIL FROM
WORK AREA BEFORE REMOVING IMPERVIOUS DIKES.
REMOVE ALL EQUIPMENT AND DEWATERING PUMP FROM
THE WORK AREA.
11. REMOVE DOWNSTREAM IMPERVIOUS DIKE FIRST, AND
THEN REMOVE THE UPSTREAM DIKE.
z
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BURKE COUNTY
CATAWBA RIVER
0
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0-
LL
EROSION & SEDIMENTATION CONTROL PLAN
Date
1-DEC-2022
File Name:
NorthBend.dwg
Surveyed:
Designed:
Drawn:
Approved:
CM R
JCF
JCF
Sheet No.
SD-4.3

1075 NC DEPARTMENT OF TRANSPORTATION R/W
NCDOT RIGHT OF WAY LIMIT
STATE OF NORTH CAROLINA - WILDLIFE RESOURCES 1075
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
NORTH ENGINEERING SECTION
CAROLINA 1720 MAIL SERVICE CENTER
/1//• RALEIGH, NORTH CAROLINA 27699
UU /,
RESOURCES Phone: [phone]
COMMISSION
Fax: [phone]
www.ncwildlife.org
1070I
r OF
POWERHOUSE
RD.
SR-1223
PROPOSED
FINISHED
GRADE
1070
t
-2.0%
-8.1
1065
-9.8q
-10.3%
1
065
-10.3%
1060
1060
1055
EXISTING
GRADE
1
1055
TOP OF
PR. 36'o
CMP CULVERT
(EL.=1052.70')
1050
C)
1050
0+00 0+25
A PROFILE -A: DRIVEWAY ENTRANCE
0+50 0+75 1+00
1+25
6.0 Scale: H-1 "=10'
V-1 "=10'
-0
NORTH BEND PUBLIC FISHING AREA
CATAWBA RIVER BURKE COUNTY
PROFILES & SECTIONS:
DRIVEWAY ENTRANCE, CULVERT #1
70
1065
1065
r o
rl
o LI
EXTIG
TE
FINISHED
N rn0
6.0 p
1060
'�r
�8
����1060
,X-ro
nn • •
inn �_nn_
1055
Lri
o • 1
2
MPX'
l
2.0%
2.0%
EX. 24 ro
RCP (REMOVE)
2.1
iM
Ln
o
1055
Co — = —1065
.
STRE
M BED EL.
@ INLET=1050.50
36"m
X 50'L.
CMP CU_VERT
5=1.0%
STREAM BED EL. @ OUTLET=1049.95'
60
�1050
1050
\
-
inook
r
��ENDWALL
itill �°
`_ ,
i' — x
— \� lo, ����o���
1045
36' o CMP
BASE
INV.
EL.=1049.35
IN=1050.00'
ENDWALL
BASE
36"m
EL.=1048.85'��
CMP INV.
OUT=1049.50
1045
\y gar ,___...._.,„aithri....Nikkipp. _11, ����v?:��\
— —V\
° \ N.
0+00 0+25 0+50
PROFILE B: CULVERT #1 REPLACEMENT
4ik\`
�� S�
6.0 Scale: H-1 "=10'
SA,
<O� S� \ / X / \�� J
00
B
\
� 10F
NOTE: ALL ELEVATIONS ARE U.S. FEET (NAVD88).
�-
\TEMP. STREAM `r‘
UMP-AROUND J ��-VC / 0, � �7(
6.0
G
\ N °o
\
,``��„�tiuC,,,,,„ ,
Q` �. :
�O :-1/4-1 p'�.....1 ;
_ QP SEAL !z// �Z _
037
Date:
1-DEC-2022
File No rth Be nd .dwg
Surveyed: CMR
Designed: JCF
Drawn: JCF
Approed:
r° •
PLAN VIEW: DRIVEWAY ENTRANCE & CULVERT #
PERMIT DRAWING SET
%b
' 0�':CI\/„Q' �� `
"..,gyp'•••..
6.0 Scale: 1 "=30'
SCO ID 22-24306-01 A
\p
-,,,L'. FERO' ,��`'�
Sheet No.

1065
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
NORTH ENGINEERING SECTION
CAROLINA 1720 MAIL SERVICE CENTER
/1//• RALEIGH, NORTH CAROLINA 27699
UU /,
RESOURCES Phone: [phone]
COMMISSION
Fax: [phone]
www.ncwildlife.org
1060
- HEAD
OF VEGETATED
SWALE
EXISTING
GRADE
A
1055
.1%
1050
PROPOSED
FINISHED
GRADE
0+00
1065
0+25
0+50
0+75
1+00
1+25
1060
EXISTING
GRADE
A
C PROFILE-C:
VEGETATED
SWALE
#1
PERMIT DRAWING SET
6.1
Scale:
H-1
v-1
"=10'
"=10'
SCO ID 22-24306-01 A
1055
-
1050
\-
PROPOSED
FINISHED
GRADE
_
1+25 1+50 1+75 2+00
1065
NORTH BEND PUBLIC FISHING AREA
CATAWBA RIVER BURKE COUNTY
PROFILES & SECTIONS:
VEGETATED SWALES
I� ao�
000no
ROADBED
N
FOR FUTURE
000 0o
TRAIN
EAD PARKING
EXISTING
GRADE
1060
105
.42
1.3%
INV
OUT:
1054.10
PROPOSED
FINISHED
1058.10
INV IN:
1055.
—tee-__,_
GRADE
OF SWALE
B
D
tO
u
18"0 x
1055
J
o
3.5%
'S%
OUTLET OF
4.3%
5.5%
ZENDWALLS
SWALE AT
0 CLASS
-A RIPRAP
OUTLET
PROTECTION
5 5%
RIGHT EDGE
FAB
ICATED
ROM PRECAST
CONCRETE
BIN BLOCKS
1050
2+00
2+25
OF U.T.
2+50 2+75 3+00 3+25
1060
0
0 0
PATHWAY CONNECTION TO EXISTING TRAIL
3':\
0.2%
3;
INV. OJT:
1055.00
a,
EXISTING
GRADE
1055
2.8%
15'0
x SU'L2.
P
CULVE
I
1.6%
1.6%
l
6%
Q
INV. IN:
1056.00
8CH
\
nj
1.6%
1050
\- CLASS
-A RIPRAP
OUTLET
PROTECTION
PROPOSED
BASE
FINISHED
OF VEGETATED
GRADE
SWALE
AT i
1045
4.2
____i
0+00 0+25
0+50 0+75 1+00 1+25
1060
EXITING GIDE
PROFILE-D: VEGETATED SWALE #2
N
—
Scale: H-1"=10'
cO
c`i
-t
-
1055
D
"=10'
1.6%
cv
CV
„,rIirrri,
V-1
o
CARo1it'.
6.1
1.6%
2
1.6%
�.s`0-�N
Date:
1-DEC-2022
PROPOSED
FINISHED
GRADE
AT
/iI�
=O..oFEssrp;1/._7-
1050 tQQ 9('•9 '_
File Name:
NorthBend.dwg
BASE
OF �ETATED
SWALE
OUTLtI
ON
OF SWACL
UPSTREAM
AT DffcH
EDGE
LINE
OF RAMP
_ SEAL �///Z
_ /; -
- 037 1 =
Surveyed: CMR
Designed: JCF
Drawn: JCF
Approved:
1045 v —4
•50
1+25 1+50 1+75 2+00 2+25 ',FAN ... E• `
'',i�C• FER6,0� ``
NOTE: ALL ELEVATIONS ARE U.S. FEET (NAVD88). •,,,,,...r,�`�
Sheet No.
SD-6.1

1060
0%
O
1055
1050
1045
1040
1035
7.a•
0
•
MEI GE GE N RA M.
ow-mmiEng PR LAUNCH RAMP S RFACE
PROPOSED RAMP BASE
TO
EDGE
M AFTE
F SLAB
PUSH.
1030
0 + 0 0
PROFILE-F: LAUNCH RAMP
Scale: 1-1-1 ”-1 0'
V-1 "=1 0'
0+25
0+50
0+75
1060
1055
1050
PROPOSE
RAMP SU
RFACE
XISTING
"'RADE
OHWM
1045
1040
oo
cp
0
1035
I
1 +25
1030
1 +50
1 + 75
1 +00
1 +25
065 SEEDED SWALE LINED w/ RECP
1065
1 060
EXISTING
GRADE
\jlIll
N
S
cw
N
0
1
-5%
1 060
1055I
N
W
�•T-
TYPICAL
SWALE
(DEPTH
B=a',
SECTION
VARIES):
Z=2:1
-57 O.
_
57.16
1055
0+00
0+25
SECTION-E: VEGETATED SWALE (PROFILE-C STA 0+75) (TYP)
Scale: H-1 "=1 0'
V-1 "=1 0'
0+50
z
0
h
0
U
N
W
U
7 rn
O
N
• W z
LL z
z
J W
z 0 <
J O w 0
§ F U
z W w w
J N w 0
O O J z
O W 2 -
W o W
= z J
O • z
zw
1055
1055
050
REINFORCED
RAMP
PUSH cLAB
CONCRETE
050
045
EXISTING
GRADE
_—
SEEDED
COVERED
SLOPES
w/
1045
1040
co
°a o
—�
BECP
ORDI
1043
040
o� 6'
°'
S
°' c'
S S
,
1035
Alb
LINE
BED
WITH FILTER
FABRIC
035
1030
WASHED57
OR
3 STON-
BED
TYPICAL
CHANNEL
RAMP: B=1',
LASS- IRIPRAP
& SLOPE
Z=2:1,
L
ALONG
T=18.
NED
EDGE OF
030
0+00
NOTE: ALL ELEVATIONS ARE U.S. FEET (NAVD88).
0+25
SECTION-G: LAUNCH RAMP (PROFLIE-F STA. 1+50)
Scale: 1-1-1 ”-1 0'
V-1 ”-1 0'
0+50
0+75
ARY HIGH WATER MARK:
0' (AS SURVEYED)
PERM DRAW\\ D
SCO ID 222430601A
NORTH BEND PUBLIC FISHING AREA
BURKE COUNTY
CATAWBA RIVER
PROFILES & SECTIONS:
LAUNCH RAMP, TYPICAL RIPRAP & VEGETATED SWALES
Date:
1-DEC-2022
File Name:
NorthBend.dwg
Surveyed:
Designed:
Drawn:
Approved:
CM R
JCF
JCF
Sheet No.
SD-6.2