20210294 Ver 1_Shoreline Stabilization_20210329

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
U 0
MAR 2 9 2021
Water Quality
Permitting Section
State of North Carolina
Department of Environment Quality
Division of Water Resources
15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
FORM: SSGP 09-2020
Shoreline Stabilization Application Form
Three copies of the application (including attachments) and the application fee should be sent to:
If sending via US Postal Service if sending via delivery service (UPS, FedEx, etc.)
Paul Wojoski
DWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Paul Wojoski
DWR — 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
NOTE: Before submitting this form, please ensure you have submitted the Pre -Filing Meeting Request
Form as we will not be able to accept your application without this important first step. The Pre -Filing
Meeting Request Form is used in accordance with 40 C.F.R. Section 121.4(a) which states "At least 30
days prior to submitting a certification request, the project proponent shall request a pre -filing
meeting with the certifying agency." In accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5), all
certification requests must include documentation that a pre -filing meeting request was submitted to
the certifying authority at least 30 days prior to submitting the certification request. Click here to read
more information on when this form is needed prior to application submission or here to view the
form.
Attach documentation of Pre -Filing Meeting Request to this application.
Date of Pre -filing Meeting Request: "2_/ 10 / .2D24 (required)
DWR ID # 7,b Z Da.7 Version / (if applicable)
A. Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information
Name: Eagle Creek Renewable Energy
Mailing Address:
Telephone Number:
E-mail Address:
D_E
vc)RTh C Environmental
Department et
fpulronment I Uualk.
P.O. Box 575
Badin, NC 28009
910/975-1576 Fax Number:
[e-mail]
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter must be attached if the Agent has
signed this application form. (A form can be downloaded here:
http://www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTHORIZ
ATION FORM.pdf)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
B. Project Information [15A NCAC O2H .0502(a) & (b)]
1. Attach a vicinity map (i.e. street map) clearly showing the location of the property with
respect to local landmarks such as towns, rivers, and roads.
2. Provide a detailed site plan showing property boundaries and proposed locations of
vegetation clearing, buildings, retaining walls, docks, impervious surfaces, rip rap, excavation
or dredging below Full Pond/ Normal Water Level elevations, and construction access
corridors. You may use the diagram provided at the end of this application form.
3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of
some sort- a yard stick, shovel handle, etc.)
4. Location of the property (where work is to be conducted)
County: Stanley Nearest Town: New London
Lake/ river/ ocean adjacent to property: Tuckertown Reservoir
Property size (acres): 247 acres
Subdivision name or site address (include phase/lot number):
711 Tuckertown Road, New London, NC
Directions to site - please include road names and numbers, landmarks, etc.: 1-85 to
Innes St. exit Salisbury, south on US Hwy 52, left on NC Hwy 49, right on Tuckertown Rd.,
dam site is on the right.
Latitude (in decimal degrees) 35.29.0271 Longitude (decimal degrees) 80.10.4259
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Undeveloped area with existing improved shoreline with
rip rap stabilization.
FORM: SSGP 09-2020 Page 2 of 6

6. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): Proposed ramp is needed to provide maintenance
access to the lake at a location that is near the existing dam. Ramp and side slopes will be
stabilized with underlying fabric and rip rap.
7. Will work be conducted from land?
From water? ❑
8. Total amount of impacts below the normal pool lake level / Normal Water Level
Permanent impacts (including all excavation, backfill, rip rap, retaining walls, etc.) in square feet:
150 SF
Temporary impacts in square feet:
150 SF
9. Total amount of impacts above the normal pool lake level / Normal Water Level and 50 feet
land -ward
Permanent impacts (including back fill, excavation, rip rap, retaining walls, etc.) in square feet:
1650 SF
Temporary impacts (temporary clearing, construction corridor) in square feet:
1200 SF
10. Please describe the vegetation above the normal pool lake level/ Normal Water Level and 50
feet landward to be impacted (number of trees, for instance): There is no vegetation
that will be impacted by the proposed grading and stabilization project.
11. Signature
By signing below, I, as the project proponent, certify to the following:
• The project proponent hereby certifies that all information contained herein is true,
accurate, and complete to the best of my knowledge and belief
• 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
.4-/ 77)
gent's Sigr}�ture` jiSA NCAC 02H .0502(f)] Date
`Agent's signature is valid only if an authorization letter from the owner is provided.
12. Please approximately sketch the following information on this plan and provide dimensions for
each item:
FORM: SSGP 09-2020
Page 3 of 6

a. All proposed vegetation clearing
b. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation
c. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation
d. Location of any proposed structures such as buildings, retaining walls, docks, etc.
e. Location of any excavation or dredging below the Full Pond/ Normal Water Level
elevation
Lake
(At Full Pond/ Normal Water Level)
Full Pond/ Normal
Water Level
Shoreline
Plan View
FORM: SSGP 09-2020
Page 4 of 6

a)
a)
—J
Lake 2
(At Fuit Pond/ Normal Water Level)
Side View
Full Pone f Normal
a)
L
0
V)
Full Pond/ Normal Water Level
nhorerne
2 ft.x150 ft.
add0Ional clewing
• if necessary
E
Plan View
Lake
(At Pull Pond/ Normal Water Level)
Existing Dock
30ftx7ft
XAMPL
3ft x150(t
Below full pond/ NWL
4ftx 150 ft
Above full pond/ NWL
E
FORM: SSGP 09-2020 Page 5 of 6

1
3 ft. below full pond water level 4 ft. above full pond water level
2 ft. additional clearing
"If necessary
10 ft. bank
height
FORM: SSGP 09-2020 Page 6 of 6

NCDEQ 401 WATER QUALITY CERTIFICATION
SHORELINE IMPACT AREA CALCULATIONS
APPLICANT: Eagle Creek Renewable Energy
Tuckertown Reservoir Dam
STABILIZATION IMPACT AREA CALCULATIONS
The attached shoreline site plan shows 30 LF of proposed shoreline stabilization measures.
The ramp profile drawing shows a proposed ramp slope that is graded at approximately 5:1 and
reflects that the estimated normal pool level is at the base of the proposed ramp and the
estimated height of the subject shoreline above the normal pool level is approximately 15 feet.
Calculation 1— Impact Area Below Normal Pool Level (Item 10 on NCDEQ Form)
Area of Impact = Shoreline Length x Depth* x Slope
= 30LF x 1ft x 5
= 150 sq. ft.
*For this calculation, an average water depth of 1 ft. has been assumed. This will
produce a conservative overestimate of the stabilization impact area.
Calculation 2 — Impact Area Above the Normal Pool Level (Item 11 on NCDEQ Form)
Height of Bank Above Normal Pool at the ramp is approximately 15 feet and the ramp
width is 20 feet.
Estimate 20 LF of Ramp/Shoreline = 14 ft. Above Normal Pool
Area of Impact = Length x Height x Slope
= 20'x14'x5
= 1400 sq. ft.

The ramp side slopes will be graded to a 2:1 slope and stabilized with rip rap. Based on
the ramp profile, the maximum height of the side slopes is estimated to be 5 feet. The
ramp length is estimated to be 50 feet.
Area of Impact = Length x Height x Slope
= 50'/2x5'x2
= 250 sq. ft.
Impact From Construction Above Shoreline Stabilization - Assume 10 ft. Wide Zone
around the perimeter of the ramp and graded side slopes.
Area of Impact = 120 LF x 10 ft.
= 1200 sq. ft.
Total Area of Impact Above Normal Pool Level = 2850 sq. ft.

C
GIS
riE@ MC.Si1NG STANLY) COUNTY
Stanly
Printed February 10, 2021
See Below for Disclaimer
TUCKERTOWN RESERVOIR
2:1 SIDE SLOPES ON
RAMP MAX. CUT 5 FT.
Rail Roads
Roads
Parcels
City Limits
Albemarle
a Bailin
• Locust
m y Misenheimer
•
• New London
Nor ood
. Oakboro
II Red Cross
r--
Richfield
Stanfield
Lease Land Records
Surrounding Counties
his map is prepared for the inventory of Real Property found within this jurisdiction, and is compiled from recorded deeds, plats and other public records and data.
Users of the map are hereby notified that the aforementioned public primary information sources should be consulted for verification of the information contained o
his map. The Stanly County Geographic Information Systems Division of the Office of Information Technology assumes no legal responsibility for the information
ontained on this map. Also, when the deeds and or plats are viewed for a parcel, the Stanly County Register of Deeds Office makes no guarantees regarding the
ollection, accuracy, authenticity, or use of these records. The web site is for informational use and convenience only. The Register of Deeds shall in no way be held
responsible for errors or omissions in these records nor for any actions resulting from their use. The official records are kept in the Stanly County Register of Deeds
•ffice. To view deeds on this site you must install the AltemaTlFF viewer. To install, please visit http://www.altematiff.com/install-ie/ Warning: City of Norwood: Within
he city limits of Norwood any improvements such as boathouses or piers that have been built on land owned by Duke Energy are considered to be located on leased
land and therefore will not be found using this program. These improvements are also not considered to be located within the city limits of Norwood and are taxed
-ccordingly. These leased land records can be identified by going to StanlyTax.com. If a property is located on Lake Tillery in Norwood has a parcel number of 1234 the
he tax bill for the waterfront improvements located on Duke Energy property could be found by placing an LL01 after the parcel number. On StanlyTax.com search b
Parcel / Record number and enter 1234LL01 for this exam•le.

Lri
ON
3SOdOd

/ / 3
CLASS 2 RIP RAP
VEGETATION AND EROSION
CONTROL FABRIC
1
EROSION CONTROL FABRIC
2 •��
� i►
\ • •_�� ASSUME
\/\\/\ �•-
4"\/\\� \ LAKE BOT7O - -
EXISTING GRADE
TYPICAL CONDITIONS AT RAMP SIDE SLOPES
- MAXIMUM HEIGHT OF SIDE SLOPES = 5 FT.
v
FOR:
LOCATION:
RESERVOIR:
EAGLE CREEK RENEWABLE ENERGY
LAKE MAINTENANCE RAMP
TUCKERTOWN RESERVOIR
PROJECT:
SHORELINE STABILIZATION PROGRAM
PHASE I SITE EVALUATION
YADKIN, INC. - BADIN, NORTH CAROLINA
DRAWING TITLE:
MODERATE RIP RAP STABILIZATION
DETAIL
3

DWR Pre -Filing Meeting Request Form
Contact Name *
Contact Email Address*
Project Owner*
Project Name*
Project County*
Owner Address:*
Jeff Henley
[e-mail]
Eagle Creek Renewable Energy
Eagle Creek Tuckertown Dam Maintenance
Stanly
Street Address
711 Tuckertown Road
Address Line 2
P 0 Box 575
City State / Ftovince / Region
Badin NC
Fbstal / Zip Code Country
28009 United States
Is this a transportation project?* C Yes e No
Type(s) of approval sought from the DWR:
I 401 Water Quality Certification - r 401 Water Quality Certification -
Regular Express
r- Individual Permit f- Modification
17 Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*
Shoreline Stabilization to allow maintenance and to remove
equipment and debris from the reservoir.
Please give a couple of dates you are available for a meeting.
2/23/2021
2/24/2021
Please attach the documentation you would like to have the meeting about.
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section

401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
Irre - **LEY
Submittal Date 2/10/2021

Karen Baldwin
From: Jeff Henley
Sent: Saturday, March 13, 2021 8:55 AM
To: Karen Baldwin
Subject: Re: Pre -Filing Time Clock has been reached for Eagle Creek Tuckertown Dam
Maintenance - 20210294 Ver 1
Thanks
Jeff Henley
On Mar 13, 2021, at 7:23 AM, Karen Baldwin <[e-mail]> wrote:
Thanks!!!
I will mail the application first thing Monday.
Sent from my iPhone
On Mar 13, 2021, at 6:01 AM, Jeff Henley <[e-mail]> wrote:
Jeff Henley
Begin forwarded message:
From: [e-mail]
Date: March 13, 2021 at 12:01:01 AM EST
To: Jeff Henley <[e-mail]>
Cc: [e-mail]
Subject: Pre -Filing Time Clock has been reached for Eagle Creek
Tuckertown Dam Maintenance - 20210294 Ver 1
[This email originated OUTSIDE of Eagle Creek. Exercise caution.
DO NOT open attachments or click links from unknown senders
or unexpected email.]
The North Carolina Division of Water Resources has received the Pre -
Filing Meeting Request Form for Eagle Creek Tuckertown Dam
Maintenance that you submitted on 2/10/2021. The ID number for that
project is 20210294, Version 1.
Your Pre -Filing Meeting Request has now reached the
30 calendar days' requirement and your application can now be
accepted.
1

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.
<DWR Pre -Filing Meeting Request Form.pdf>
2

O/ w,zu -I
Go gle Maps 711 Tuckertown Rd
711 Tuckertown Rd - Google Maps
Map data 02021 500 ft
https://www.google.com/maps/place/711 +Tuckertown+Rd,+New+London,+NC+28127/@35.5026848,-80.1706519,16z/data=!4m5!3m4! 1 s0x88547f45... 1/1