Shoreline - Eagle Creek Renewable Emergy

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Dtrector
NORTH CAROLINA State of North Carolina
Environmental Qualtty
Department of Environment Quality
Division of Water Resources
1SA NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
Shoreline Stabilization Application Form
FORM: SSGP 09-2020
Three copies of the application (including attachments) and the application fee should be sent to:
If sending via US Postal Service
Paul Wojoski
DWR-401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service (UPS, FedEx, etc.)
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 v re-Filin eeting Request to this application.
Date of Pre -filing Meeting R st: �� (required)
DWR ID # Ve ion (if applicable)
A. Applicant Information [15A NCAC 02H .0502(a)1
1. Owner Information
Name: Eagle Creek Renewable Energy
Mailing Address: 293 Hwy 740
Badin, NC 28009
Telephone Number: 910/975-1576 Fax Number:
E-mail Address: [e-mail]
w North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 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:/Iwww.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:
E-mail Address:
Fax Number:
B. Project Information f15A NCAC 02H .0502(a) & (b)1
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: Montgomery Nearest Town: New London
Lake/ river/ ocean adjacent to property: Narrows Reservoir / Badin Lake
Property size (acres): 18.5 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 and fishing access area is on the right.
Latitude (in decimal degrees) 35.29.0602 Longitude (decimal degrees) 80.10.2658
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Undeveloped area below Tuckertown Dam with existing
improved gravel access drive adiacent to shoreline
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 shoreline stabilization is needed to provide
erosion protection for fishing area access drive that is near the existing dam.
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:
Temporary impacts in square feet:
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:
1000 SF
Temporary impacts (temporary clearing, construction corridor) in square feet:
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): Existing vegetation
and several trees will be removed 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
3 -do
Owner g s si at e" [15A NCAC 02H .0502(f)1 Date
Age '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
FORM: SSGP 09-2020 Page 4 of 6

r
La ke
(At Full Pond/ Normal Wt
Side Vievv
75
LL-
lake
lu rwiExisting Dock
/30fi�llt
Rip.p ;; : .
EXAMPLE
Plan View
3Pa150fl
FORM: SSGP 09-2020 Page 5 of 6

3 ft. below full pond water level 4 ft. above full pond water level 2 ft. additional clearing
'if necessary
Existing bank
10 ft. bank a
height ESQ'
�OQ
Q
Side Vi
A IVI PLE
FORM: SSGP 09-2020 Page 6 of 6

NCDEQ 401 WATER QUALITY CERTIFICATION
SHORELINE IMPACT AREA CALCULATIONS
APPLICANT: Eagle Creek Renewable Energy, c/o Jeff Henley
Tuckertown Lower Fishing Access Area
STABILIZATION IMPACT AREA CALCULATIONS
The attached shoreline site plan shows 100 LF of proposed shoreline stabilization measures.
Detail 3 indicates a proposed shoreline slope that is graded at 2:1 and reflects the estimated
normal pool level and the estimated height of the subject shoreline above the normal pool
level.
Calculation 1— Impact Area Below Normal Pool Level
(Item 8 on NCDEQ Form SSGP 09-2020)
Area of Impact = Shoreline Length x Depth* x Slope
=100'xVx2
= 200 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 9 on NCDEQ Form SSGP 09-2020)
Permanent Impact From Shoreline Stabilization Measures
Height of Bank Above Normal Pool Varies Across the Shoreline
Estimate 100 LF of Shoreline = 5 ft. Above Normal Pool

Area of Impact = Length x Height x Slope
=(100'x5'x2)
= 1000 sq. ft.
Impact From Construction Above Shoreline Stabilization
Assume 5 ft. Wide Zone
Area of Impact = 100' x 5 ft.
= 500 sq. ft.
Total Area of Impact Above Normal Pool Level = 1500 sq. ft.

�Bldg
Inv. 522.31'
24RCP (SE)
NO in base of tree '
_ Elevation: 534-71'
Inv. 524.59 NAVD88
(r'w)
r —
24- RCP (NPR) ._
NEW cuGuERT /
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SITE MAP - ECRE TUCKERTOWN SCALE V=40'
LOWER FISHING ACCESS AREA

VEGETATION AND EROSION
%T\ CONTROL FABRIC
/X//
EXISTING GRADE
I
� I
CLASS 2 RIP RAP I
Approx.
5 ft..
1 t
I
2 I
EROSION CONTROL FABRIC----�'
Assume
1 ft.
_
LAKE BOTTOM
TYPICAL CONDITIONS
36" TO 72" ERODED CUT
WAVE EXPOSURE
FOR: EAGLE CREEK RENEWABLE ENERGY
LOCATION: 711 TUCKERTOWN ROAD
BADIN LAKE
RESERVOIR:
PROJECT: SHORELINE STABILIZATION PROGRAM
PHASE I SITE EVALUATION
YADKIN, INC. - BADIN, NORTH CAROLINA
DRAWING TITLE:
DETAIL
MODERATE RIP RAP STABILIZATION
3

S T E WA R T March 11, 2024
REPORT — PHASE 1 SHORELINE EVALUATION
Applicant — Jeff Henley
Eagle Creek Renewable Energy
293 Hwy 740
Badin, NC 28009
Location - Tuckertown Lower Fishing Access Area
Reservoir — Narrows, Badin Lake
A shoreline evaluation of the subject property was completed on
2/27/2024. A copy of the field notes and shoreline map are attached
to this report. A set of photographs of the shoreline taken during the
site visit have been sent to Eagle Creek Renewable Energy for the
permit file.
The applicant has a need to Install shoreline stabilization on a section
of shoreline approximately 75 to 100 feet in length that is adjacent to
a gravel access road.
The shoreline on the subject property has an existing slope that is
approximately 6 fM in height above the lake at the at the location
adjacent to an existing gravel access road. The section of shoreline
has some existing trees and brush undergrowth. Some temporary rip
rap stabilization has been placed on a small section of the eroded
shoreline to protect the gravel access road for getting undermined. An
old concrete slab was observed with some eroded undercut within the
limits of the area to be stabilized.
No lap trees were observed on the shoreline during the site visit. The
shoreline appears to have significant exposure to erosion from dam
discharge currents, wind driven waves and boat wakes.
Recommendations for Stabilization
Based on the site evaluation of the property, we recommend that
maintenance access ramp and shoreline stabilization be completed as
follows:
1. The existing temporary rip rap located on the shoreline should
be removed and stockpiled for re -use prior to clearing and
excavation for installation of any stabilization measures.
STRONGER BY DESIGN
101 NORTH TRYON Sr. CHARLOTTE, NC T 704,334.7925
SUITE 1400 28202 F 704.334,7926

2. Most of the existing trees and undergrowth located on the
S T E WA R T
shoreline will be removed in order to Install the recommended
stabilization measures. The concrete slab can be removed as
needed to accommodate the shoreline stabilization measures.
3. Contractor shall carefully excavate and slope the shoreline to
receive the non -woven filter fabric and rip rap. Grade the
shoreline to provide a 2:1 face slope prior to Installing the
fabric and stabilization. The fabric should be burled into the
lakebed and Into the grade at the top of the slope above the rip
rap. Install stabilization as indicated on the enclosed site map,
and Detail 3 Moderate Rip Rap Stabilization (copy attached).
4. The contractor will be allowed to import suitable soil backfill to
the site In order to build out the road shoulder and slope down
to the lake prior to Installation of the stabilization measures.
5. Upon completion of the shoreline stabilization, the applicant will
be required to revegetate the disturbed areas above the rip rap
slope and adjacent to the ravel access road with Eagle Creek
Renewable Energy approved ground cover plant materials
and/or other approved stabilization measures.
Attachments - Field Notes
Site Plans
Detail 3
STRONGER BY DESIGN
101 NORTH TRYON ST. CHARLOTTE, NC T 704.334.7925
SUITE 1400 28202 F 704.334.7926

YADKIN SHORELINE MANAGEMENT PROGRAM
PHASE I - SITE EVALUATION
DATE: 'L '7 .�:
A. APPLICANT NAME: 'ECM Lot No.: '71 ( 1 uckzricti.rv,
dower �,s�;� /�ueff
B. LAKE: N avY o u; 5/�a�u..
Shoreline Length: TS +c 10D I,F pp
C. LOCATION/ORIENTATION: lri ",
-Cove: N/A -Open Water Exposure: V/Y_N
-Point:_ IZ -Face Direction: _N �,S_E_W
D. EXISTING VEGETATION: NffriS o6atrv4 r, Lit "Oro
Lap Trees: _Y ✓N
E. SHORELINE CONDITIONS:
-Rock: (Zoc� e�ereGVLQ Undercut depth: fo Z�H
-Ht. of eroded bank: 6
-Slope above bank: 01,1, 60fe
F. CONSTRUCTION ACCESS:
G. OTHER OBSERVATIONS:
-Lake bottom slope: w�C�tcrv�,
-Lake bottom material: �m ilmc—

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V bing maps
711 Tuckertown Rd, New London, NC 28127
Location: 35.4857933,-80,1751433
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