20220111 Ver 1_Watermill PCN Supporting Documents_20220120

® NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
Cameron Ingram, Executive Director
January 19, 2022
Ms. Brandee C. Boggs - Brandee.C.Bo"sA-usace.army. mil
US Army Corps of Engineers — Wilmington District
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Mr. Mitchell L. Anderson - mitchell.andersonA_ncdenr.zov
North Carolina Dept. of Environmental Quality
Asheville Regional Office
Division of Water Resources
2090 U.S. 70 Highway
Swannanoa, NC 28778
Subject: Watermill Access Area Renovation — PCN Submittal
Dear Ms. Boggs & Mr. Anderson,
The North Carolina Wildlife Resources Commission (WRC) is working in cooperation with the Town of Glen
Alpine (Burke County) on plans to improve the existing Watermill public boating and angling access to the
Catawba River. WRC has prepared the design with in-house engineering staff and the renovation work will be
performed by WRC construction crews.
The project will include removal and replacement of the existing concrete launch ramp with a new reinforced
concrete ramp under NWP-36 & GC-4132. The replacement ramp will be straightened and will run at a constant
grade to the riverbed. The angle of the new ramp will be adjusted downstream to keep it out of the NCDOT right of
way along NC-1142.
The new ramp has been designed to meet the conditions in the Table of Uses within the Catawba River Buffer (15A
NCAC 02B .0614(10)(rr)(1). The new ramp construction will be less than 15 feet in width and should be allowable
with authorization. The surface water impacts below OHWM will be limited to placement of washed stone fill and
pushing a precast concrete ramp slab into position at the bottom end. A small amount of bank stabilization (riprap
below OHWM and seeding & matting above) will also be needed adjacent to the ramp within the impact area.
The remaining work at this access will involve improvements to the entrance road, parking area and stormwater
conveyances. Except for the armored ditches along both sides of the ramp, all other conveyances carry runoff away
from the riparian buffer. Stormwater calculations have been included in the attachments to the PCN. These
calculations show that the flow rates in new conveyances are less than that required to trigger the dispersed flow
requirements (per 15A NCAC 02B .0614(8)(b)(11).
Mailing Address: N.C. Wildlife Resources Commission • 1701 Mail Service Center • Raleigh, North Carolina 27699-1701
Telephone: [phone] • ncwildlife.org

This project will also include impacts within the trout buffer. Due to the small size of the parcel, the impacts
associated with the ramp replacement are sufficient to require a trout buffer variance. A request for this variance
has been submitted to NC DEMLR.
Please feel free to contact me if you have any questions or need any additional information regarding this project. I
would be happy to meet with you virtually or in person to discuss details of this project. Thank you for your
attention to this.
Sincerely,
Jeff C. Ferguson, PE - jeff.feruson cnr ncwildlife.om
North Carolina Wildlife Resources Commission — Engineering Section
171 Southern Cross Rd.
Weaverville, NC 28787
828-231-3517
Cc: Andrea Leslie, NCWRC
K
Mailing Address: N.C. Wildlife Resources Commission • 1701 Mail Service Center • Raleigh, North Carolina 27699-1701
Telephone: [phone] • ncwildlife.org

PRE -CONSTRUCTION NOTIFICATION SUPPORTING DOCUMENTS
Date:
WATERMILL BOATING ACCESS AREA RENOVATION
CATAWBA RIVER - BURKE COUNTY
January 20, 2022
Prepared by: Jeff C. Ferguson, PE; Mountain Region Engineer; [e-mail]
North Carolina Wildlife Resources Commission
Engineering Section
171 Southern Cross Road
Weaverville, NC 28787
Property Owner: Burke County (project site is within ETJ of Town of Glen Alpine)
Attn: Shane Prisby, Interim Planning Director, Project Manager;
[e-mail]
110 N. Green Street
Suite C, 111 Floor
Morganton, NC 28655
Stream Name:
Stream Description:
Stream Classification:
Site Coordinates:
CIYP AricirPCQ
Catawba River (including backwaters of Rhodhiss Lake below elevation 995)
From a point 0.6 mile upstream of Muddy Creek to a point 1.2 mile upstream of
Canoe Creek
WS-IV;Tr
N35.74412°
W81.77222°
744 Watermill-Glen Alpine Road
Morganton, NC
CAR
SEALIZ
/
SQL,
C FERN

Table of Contents
Project Overview
Construction Schedule
Actions to Minimize Buffer Impacts
Appendix —A: Supporting Documents
1. 401 Minor WQC Fee Transfer Confirmation
2. Agent Authorization Letter from Burke County
3. Pre -filing Meeting Confirmation
4. US Army Corps of Engineers — Consultation Email
5. NC Division of Water Resources —Consultation Email
6. USGS Topo Map of Project Site
7. USDA-NRCS Soil Survey Map of Project Site
Page
1
2
4
8. NC Wildlife Resources Habitat Conservation Program - Consultation Comment Letter
9. US Fish & Wildlife Service —Consultation Email
10. NC DCR— Environmental Review Letter
11. Stormwater & Drainage Calculations
Appendix — B: Site Photographs
Appendix — C: Permit Plan Set

Project Overview:
The North Carolina Wildlife Resources Commission (WRC) and Burke County have agreed to work in
cooperation to renovate and improve the existing Watermill boating access to the Catawba River. The WRC
engineering section will provide engineering and construction services to the county on this project.
The existing Watermill access area is located on the river right bank of the Catawba River immediately
downstream of the Watermill-Glen Alpine Road (SR-1147) bridge crossing. The access is situated on a 1-
acre parcel (owned and maintained by Burke County) that consists of a gravel driveway, gravel parking &
maneuver area, an existing concrete launch ramp and a small picnic shelter.
The existing ramp is narrow with curved alignment and uneven vertical slope along its length. The slope of
the ramp exceeds 28% along the lower section. This far exceeds the maximum design slope of 15% listed in
the design guidelines for public boat ramps published by the States Organizations for Boating Access
(SOBA). The angle of the existing ramp is in line with a concrete bridge pier, and the ramp ends with a 2' to
3' drop-off near the normal river. The configuration of the existing launch ramp limits the ability of anglers
to launch or land trailered drift boats at this site.
Parking at the site is undefined. The access driveway and parking area require grading and improved
ditches to correct drainage problems and minimize routine maintenance. The entire parking area and
driveway all drain away from the Catawba River and trout buffer. The only runoff from the site draining to
the Catawba River buffer is from the ramp surface and adjacent cut slopes and from the undisturbed,
wooded bank that slopes toward the Catawba River.
The renovation project will include the following components as shown on the proposed site plan (permit
drawing set sheet SD-2.0):
1. Remove the existing concrete launch ramp and replace with a new ramp meeting SOBA standards
for width and slope. The new ramp will be angled slightly downstream relative to the existing ramp
so that it is not in line with the nearest bridge pier and does not encroach on the NCDOT right of
way.
2. Grade and stabilize cut slopes on both sides of new ramp. Install riprap armored ditch lines along
both sides of new ramp.
3. Re -grade existing driveway to reduce slope and improve ditches. Remove and replace existing
15"0 CPP culvert with 18"0 RCP culvert to include flared end section and outlet protection.
(Outside of buffer)
4. Re -grade parking and maneuver area. Install improved, vegetated ditch lines around perimeter.
(Outside of buffer)
5. Pave driveway and parking area and delineate parking spaces including ADA access to ramp.
(Outside of buffer)
Pre -construction Notification Supporting Documents
NCWRC/Burke County — Watermill Boating Access Area Renovation
Catawba River — Burke County Page 1

Construction Schedule:
Construction of this plan is scheduled for spring of 2022. In the attached September 29, 2021 letter form
NCWRC Mountain Region Habitat Coordinator Andrea Leslie stated, "Wild trout reproduction should not be
impacted by this project, and a trout moratorium is not needed for this project.".
Site work will begin by removing any trees and clearing vegetation where necessary within the limits of
disturbance defined on sheet SD-1.0 Two River Birch >6"DBH are within the footprint of the proposed
ramp within the Catawba River buffer zone 1. Removal of these trees will be mitigated with new plantings
elsewhere in zone 1.
Sediment fence will then be installed along the toe of fill slopes and elsewhere as shown on the erosion &
sediment control plan view on SD-8.0. The WRC construction crew will coordinate with Duke Energy
operations to perform removal of the existing ramp below OHWM while the river level is at its lowest.
After the existing ramp has been removed, temporary sediment fence will be installed above the OHWM.
This section of sediment fence may need to be removed while the base for the new ramp and adjacent cut
slopes are graded. This sediment fence will be replaced at the end of each workday until the side slopes
have been seeded and matted and the ramp side ditches and base are armored with riprap or washed
stone.
The bottom 30' to 40' long section of the new reinforced concrete ramp will be cast on grade above the
OHWM. After sufficient curing time, this section will be pushed into place with a dozer. The upper end of
the push slab will remain above the OHWM, and the remainder of the concrete launch ramp will be cast in
place in the dry.
The remaining work lies outside the buffer limits identified on sheet SD-2.2, and runoff from these areas
drain away from the buffer. This work includes grading and paving the existing grave driveway and
parking/maneuver area. The base of the driveway will be raised to reduce the grade to a maximum of 10%.
Drainage ditches will be improved and either armored with filter fabric and riprap (along the entrance
driveway) or vegetated and matted with temporary, wildlife friendly rolled matting. An existing low area
has become muddy and rutted at the location where the existing driveway meets the parking area. This
drainage problem will be corrected, and a timber rail fence will prevent future traffic from impacting this
area. The sloped shoulder along the lower edge of the parking area will be seeded and matted to function
as a vegetated filter strip above the property boundary. All permanent seed will be a native riparian mix as
specified in the schedule on SD-8.2. An existing 15"0 CPP culvert across the bottom of the driveway will be
replaced with an 18"0 RCP culvert with a flared end section and riprap outlet protection.
Pre -construction Notification Supporting Documents
NCWRC/Burke County — Watermill Boating Access Area Renovation
Catawba River — Burke County Page 2

Appendix — A
Supporting Documents

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Jeffrey C. Brittain, Chair
Scott Mulwee, Vice Chair
Wayne F. Abele, Sr., Commissioner
Johnnie W. Carswell, Commissioner
Maynard M. Taylor, Commissioner
September 27, 2021
Jeff C. Ferguson, PE
Mountain Region Engineer
NC Wildlife Resources Commission
171 Southern Cross Rd.
Weaverville, NC 28787
Dear Mr. Ferguson
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A
O��N CAR0
BURKE COUNTY
Kenneth B. Steen, County Manager
Kay H. Draughn, Clerk to the Board
J. R. Simpson, II, County Attorney
Kania Law Firm, P.A., Tax Attorney
The County of Burke, North Carolina is allowing the NC Wildlife Resources Commission to act as their
agent regarding applications for any Local, State, or Federal permits and certifications required to design
and construct the improvements to the Watermill Access Area.
If you need anything else, please contact Burke County's project manager, Shane Prisby.
Sincerely,
County Manager
Burke County
CC: Shane Prisby, Interim Planning Director
200 Avery Avenue - P.O. Box 219 - Morganton, NC 28680-0219
County Manager: [phone] - Clerk to the Board: [phone] - Fax: [phone]

Strickland, Bev
From: [e-mail]
Sent: Friday, February 19, 2021 12:00 AM
To: Ferguson, Jeff C
Cc: Annino, Amy M
Subject: Pre -Filing Meeting is not needed for Watermill Access Area Renovation - 20210140
Ver 1
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for
Watermill Access Area Renovation that you submitted on 1/19/2021 11:54 AM. The ID number for that project
is 20210140, Version 1.
It has been decided that no meeting is needed for this project.
Project file link: https:Hedocs.deq.nc.gov/WaterResources/Browse.aspx?dbid=0&startid=1619877
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.
1

Ferguson, Jeff C
From:
Boggs, Brandee C CIV USARMY CESAD (USA)<[e-mail]>
Sent:
Wednesday, October 6, 2021 10:46 AM
To:
Ferguson, Jeff C; Annino, Amy M
Cc:
Leslie, Andrea J
Subject:
RE: ❑t[WARNING: UNSCANNABLE EXTRACTION FAILED][WARNING: UNSCANNABLE
EXTRACTION FAILED][WARNING: UNSCANNABLE EXTRACTION FAILED][Non-DoD
Source] Re: [EXTERNAL] RE: Watermill Access to Catwawba River
Attachments:
2017NWP36-Boat Ramps.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
The following attachment 2017nwp36-boat ramps.pdf has timed out, hence bypassing our Attachment Defense System.
Only open it up if you are truly expecting this file.
HI Jeff, it was good talking with you! As mentioned typically we would use a NWP#36 (Boat Ramps) and I went ahead
and attached that here for your review. I think this will work ok with DWR, however, if a NWP 42 (Recreational Facilities)
works better with corresponding 401, we can consider that as well (Amy please advise).
Thanks, Brandee
From: Hamstead, Byron A <byron_hamstead @fws.gov>
Sent: Friday, September 24, 2021 8:51 AM
To: Ferguson, Jeff C <[e-mail]>
Cc: Leslie, Andrea J <[e-mail]>; Boggs, Brandee C CIV USARMY CESAD (USA)
<[e-mail]>
Subject: -[WARNING: UNSCANNABLE EXTRACTION FAILED][WARNING: UNSCANNABLE EXTRACTION
FAILED][WARNING: UNSCANNABLE EXTRACTION FAILED][Non-DoD Source] Re: [EXTERNAL] RE: Watermill Access to
Catwawba River
Sorry for my delayed response Jeff and Brandee.
We understand that the project would occur primarily within areas that have been previously disturbed/cleared, but
that minor tree clearing would be required. We can confirm that any take of the federally threatened northern long-
eared bat (Myotis septentrionalis) associated with tree clearing for this project would be exempt under the 4(d) rule for
this species. Although not required, we encourage the Applicant to avoid any associated tree clearing activities during
this animal's maternity roosting season from May 15 — August 15.
Based on the information provided and our species records, we believe that suitable habitat does not occur within the
action area for any other federal trust resources and we require no further action at this time. Please be aware that
obligations under section 7 of the Endangered Species Act must be reconsidered if: (1) new information reveals impacts
of this identified action that may affect listed species or critical habitat in a manner not previously considered, (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.
The Service is supportive of this project's intent and we appreciate the opportunity to provide these comments. Please
let me know if you have any questions.

Ferguson, Jeff C
From: Annino, Amy M
Sent: Wednesday, October 6, 2021 2:19 PM
To: Ferguson, Jeff C
Cc: Anderson, Mitchell L
Subject: RE: RE: Watermill Access to Catwawba River
Attachments: GC 4132.pdf
Hi Jeff,
The work will fall under DWR GC 4132, which corresponds to the USACE NW 36 and written authorization from DWR will
be required as the Catawba River is classified as Trout waters at that location. A Catawba Buffer authorization will also
be required for the project.
Mitchell Anderson, who attended the last on -site meeting, now covers Burke County for DWR and will be reviewing the
applications once you have submitted them.
Amy Annino
Environmental Specialist — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
2090 U.S. Hwy. 70
Swannanoa, N.C. 28711
828 296 4656 office
984 232 1222 mobile
amy.annino(cDncdenr.gov
E
-. ifEi:ir�r�Y sl.jr
� W
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or are
on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging time.
From: Ferguson, Jeff C
Sent: Wednesday, October 6, 2021 2:05 PM
To: Annino, Amy M <[e-mail]>
Subject: FW: RE: Watermill Access to Catwawba River
Hello Amy.
I spoke with Brandee Boggs this morning about USACE approval that would be required for the Watermill access
renovation project. She suggested the proposed surface water impact would be covered under the NWP-36 for boat
ramps.

• ••• WATERMILLACCESS RENOVATION PROJECT SITE
1,000 2,000 4,000 6,000 8,000
Feet

"" WATERMILLACCESS RENOVATION PROJECT SITE
80 160 320 480 640
Feet

® North Carolina Wildlife Resources Commission
Cameron Ingram, Executive Director
MEMORANDUM
TO: Jeff Ferguson, Mountain Region Engineer
NCWRC
FROM: Andrea Leslie, Mountain Region Coordinator`'����
Habitat Conservation
DATE: 29 September 2021
SUBJECT: Watermill Access
Catawba River, Burke County
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed
the proposed project plans. Our comments are provided in accordance with certain provisions of
the N.C. Environmental Policy Act (G.S. 113A-1 through 113A-10; 1 NCAC 25) and the Fish
and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.).
NCWRC and Burke County have collaborated to improve an existing boating access on the
Catawba River. The improvements include a concrete boat ramp, expansion of the driveway and
parking/turn around area, and better drainage at the site. Efforts have been made to minimize the
amount of tree clearing for the project, with only 3 larger trees that will be removed along the
Catawba River. A vegetated filter strip and vegetated swales will be incorporated to provide
stormwater treatment.
Wild trout reproduction should not be impacted by the project, and a trout moratorium is not
needed for this project.
Sincerely,
Andrea Leslie
Mountain Region Coordinator, Habitat Conservation Program
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

Ferguson, Jeff C
From: Hamstead, Byron A <[e-mail]>
Sent: Friday, September 24, 2021 8:51 AM
To: Ferguson, Jeff C
Cc: Leslie, Andrea J; Boggs, Brandee C CIV USARMY CESAD (USA)
Subject: Re: [EXTERNAL] RE: Watermill Access to Catwawba River
Attachments: Watermill Access -Permit Drawing Set_092121.pdf, Watermill Access.kmz
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Sorry for my delayed response Jeff and Brandee.
We understand that the project would occur primarily within areas that have been previously disturbed/cleared, but
that minor tree clearing would be required. We can confirm that any take of the federally threatened northern long-
eared bat (Myotis septentrionalis) associated with tree clearing for this project would be exempt under the 4(d) rule for
this species. Although not required, we encourage the Applicant to avoid any associated tree clearing activities during
this animal's maternity roosting season from May 15 - August 15.
Based on the information provided and our species records, we believe that suitable habitat does not occur within the
action area for any other federal trust resources and we require no further action at this time. Please be aware that
obligations under section 7 of the Endangered Species Act must be reconsidered if: (1) new information reveals impacts
of this identified action that may affect listed species or critical habitat in a manner not previously considered, (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.
The Service is supportive of this project's intent and we appreciate the opportunity to provide these comments. Please
let me know 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
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, September 23, 2021 10:19 AM
To: Hamstead, Byron A <byron_hamstead @fws.gov>
Cc: Leslie, Andrea J <[e-mail]>
Subject: [EXTERNAL] RE: Watermill Access to Catwawba River

This email has been received from outside of DOI - Use caution before clicking on links, opening attachments, or
responding.
Good morning Byron.
NC Wildlife has been working with Burke County to develop a plan to renovate the existing Watermill access on the
Catawba River. This is a very small boating access area located just downstream of the Watermill/Glen Alpine Road
bridge.
The existing launch ramp at this site is quite steep and drops off at the end near the normal river level. The renovation
plan involves removing and replacing the existing boat ramp with one that is straight with a uniform slope and extends
to the riverbed at its end. This will allow anglers to launch and retrieve trailered drift boats here at a range of river
levels. The plan also includes improvements to the grade and drainage for the access road to the site and to the parking
area.
Last month, I met at the site with representatives from the County, NCDOT, DWR and DEMLR to review preliminary
permit drawings. NCDOT indicated that they wanted the angle of the new ramp shifted slightly downstream so that will
not be in line with the nearest concrete bridge pier. The attached permit drawing set is the result of revisions based on
comments during that meeting.
I wanted to take this opportunity to request your comments regarding any potential impacts to listed species at this site
before I prepare the PCN for any required 401/404 authorization.
Feel free to give me a call if you would like to discuss this plan in more detail.
Thank you,
Jeff
Jeff C. Ferguson, PE
Mountain Region Engineer
NC Wildlife Resources Commission
mailing address: 171 Southern Cross Rd.
Weaverville, NC 28787
mobile:[phone] // fax:[phone]
ieff.ferausonCcDncwiIdlife. ora
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary D. Reid Wilson
October 21, 2021
MEMORANDUM
TO
FROM
SUBJECT:
Jeff Ferguson
North Carolina Wildlife Resources Commission
Engineering Section p
Ramona Bartos iL Ural' V. AV&
Office of Archives and History
Deputy Secretary, Darin J. Waters, Ph.D.
jeff.fer ug [e-mail]
Renovate Watermill boating access area, 744 Watermill-Glen Alpine Road, Morganton,
Burke County, ER 21-2333
Thank you for your email of September 23, 2021, 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.
These comments are made in accord with G.S. 121-12(a) and Executive Order XVL If you have questions
regarding them, please 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

• •• • N00 0000 • • 00 •N 00 •• M • • • 00 • M • M OM • •

PROJECTp.�.,�r
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BY DATE CKED BY DATE
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SHEET OF

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PRO1J�E(CT

Culvert Design
Tue Aug 31 13:34:40 2021
File: C:\Users\Jeff\Documents\WORK FILES\IF-Watermill\CAD\Slope Drain 6.clt
Design Parameters
Section
Shape:
Material:
Diameter:
Manning's n:
Number of Barrels:
Inlet
Inlet Type:
Ke:
Inverts
Inlet Invert Elevation:
Outlet Invert Elevation:
Length:
Slope:
Culvert Calculation
Discharge:
Headwater Elevation:
Tailwater Elevation:
Downstream Velocity:
Downstream Flow Depth:
Flow Control Type:
Circular
HDPE
6.00 in
0.0120
1
Groove End Projecting
0.20
1033.310
ft
1030.000
ft
16.300
ft
0.2031
ft/ft
0.0700
cfs
1033.496
ft
1030.031
ft
5.94
ft/s
0.055
ft
Outlet Control,
Gradually Varied Flow
Page 1 of 1

Culvert Design Tue Aug 31 10:45:34 2021
File: C:\Users\Jeff\Documents\WORK FILES\IF-Watermill\CAD\Culvert Outlet_18RCP.clt
Design Parameters
Section
Shape:
Material:
Diameter:
Manning's n:
Number of Barrels:
Inlet
Inlet Type:
Ke:
Inverts
Inlet Invert Elevation:
Outlet Invert Elevation:
Length:
Slope:
Culvert Calculation
Discharge:
Headwater Elevation:
Tailwater Elevation:
Downstream Velocity:
Downstream Flow Depth:
Flow Control Type:
Ou 7 z-c:-r- �2 c,7--f- c-7Y/,Ik
Circular
RCP III
18.00 in
0.0130
1
Groove End Projecting
0.20
1031.000
ft
1030.000
ft
29.800
ft
0.0336
ft/ft
1.2500 cfs
1031.598 ft
1030.220 ft
6.13 ft/s
0.259 ft
Outlet Control, Gradually Varied Flow
G � G✓//cZf
Page 1 of 1

Appendix— B
Existing Site Photographs

Photo 1— Existing driveway into access area site

Photo 3 - Wooded area along driveway near culvert outlet
Photo 4 - High end of parking area near head of ramp and picnic shelter

Photo 5 - Existing concrete launch ramp from head, Watermill-Glen Alpine Road Bridge
Photo 6 - Existing concrete launch ramp through trout buffer

Photo 7 - End of existing concrete boat ramp
Photo 8 - End of existing concrete boat ramp looking downstream at Catawba River

Appendix — C
Permit Plan Set

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