20230794 Ver 1_Shoreline Stabilization_20230605

ROY COOPER
Governor
MICHAEL S. REGAN
Selr etur y
S. DANIEL SMITH
Dien for
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RJR
NORTH CAROLiNA
Environmental Quality
State of North Carolina
Department of Environment Quality
Division of Water Resources
15A 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.S(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 -�iling Meet" g Request to this application.
Date of Pre -filing Meeting Request: —J (required)
DWR ID # Version (if applicable) CMvc
JUN - 5 2023
A. Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information C)F�O-WATER RESOURCES
r, : of BUj:FEFt pERNII i [iNc3
Name: Badin Shores Resort
Mailing Address: 1 Clubhouse Drive
New London NC 28127
Telephone Number: 336-461-4351 Fax Number:
E-mail Address: [e-mail]
Nn th Larlini 1)rp„rt inent of E rnnmrrn.tl Quality Division of Water Resources
51? Nor th Salisbury Street Ib17 Mail Service Center R tieiyh, North Carolina 27699-1617
QI,r JOLUi)r)D

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:
htt //www saw usace army mil/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTHORIZ
ATION FORM.Pdf)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
B. Project Information [15A NCAC 02H .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: Montgomery Nearest Town: New London
Lake/ river/ ocean adjacent to property: Badin Lake
Property size (acres): Estimate 1.0 acre
Subdivision name or site address (include phase/lot number):
Badin Shores Resort Lots 764 thru 769
Directions to site - please include road names and numbers, landmarks, etc.: NC Hwy 49 to
Badin Lake Road R on Uwharrie Point Parkwa Ron Badin Shores Circle R on Badin Shores
Res Drive see atehouse attendant for directions to shoreline property location.
Latitude (in decimal degrees) 35.28.4805 Longitude (decimal degrees) 80.08.1336
Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Existing homes in subdivision development
Page 2 of 6
FORM: SSGP 09-2020

6. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): To stabilize an eroding shoreline and protect it
from further erosion.
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:
4500 sq. ft.
Temporary impacts in square feet:
None
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:
None
Temporary impacts (temporary clearing, construction corridor) in square feet:
4500 sg. ft.
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): No trees
will be removed to complete the shoreline stabilization.
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
- 'gi 4K, 7,7
Owner/A nt's Signature` [15A 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:
a. All proposed vegetation clearing
FORM: SSGP 09-2020 Page 3 of 6

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 .t _, _am MW sm WE
Shoreline
Plan View
FORM: SSGP 09-2020 Page 4 of 6

U.1
N
J
Lake;
(At Full Pond/ Normal Water level)
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Vl ,"
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L
Side View
tL
Lake
;at v,a P..d/ N —[ Wew Leeetl Existing Dock
Full Pond/ Normal Water LE
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addit—,l de.d.5
if ice ,m
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Plan View
3*.=Left
Bekw V; purdi NWL
v �AaaU U
Abm v full pond/ NWL
FORM: SSGP 09-2020 Page 5 of 6

FORM: SSGP 09-2020 Page 6 of 6

NCDEQ 401 WATER QUALITY CERTIFICATION
SHORELINE IMPACT AREA CALCULATIONS
APPLICANT: Badin Shores Resort
Lots 764 thru 769, Badin Lake Circle
STABILIZATION IMPACT AREA CALCULATIONS
The attached shoreline site plan shows 450 LF of proposed shoreline stabilization measures.
Detail 11 indicates a proposed shoreline slope that is almost vertical, near existing structures
and cannot be graded at a 2:1 slope. The impact calculations below reflect the estimated area
of rip rap that will be placed on the lake bottom below the normal pool level, and an area
above the normal pool level at the top of the slope that will be impacted by construction
activities.
Calculation 1— Impact Area Below Normal Pool Level
(Item 8 on NCDEQ Form SSGP 09-2020)
Area of Impact = Shoreline Length x Height* x Slope
= (450) x (5') x (2)
= 4500 sq. ft.
*For this calculation, the estimated height of the eroded shoreline slope has been
estimated. This will produce a conservative estimate of the stabilization impact area
below the normal pool level.
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
Because the eroded shoreline is considered to be a vertical slope, there effectively is not an
area where there will be permanent Impacts above the normal pool level. However, there will
be temporary impacts from construction above the shoreline stabilization measures.

Area of Permanent Impact = 450' x 5' height x 0 slope
= 0 sq. ft.
Impact From Construction Above Shoreline Stabilization
Assume 10 ft. Wide Zone
Area of impact = 450' x 10 ft.
= 4500 sq. ft.
Total Area of Impact Above Normal Pool Level = 4500 sq. ft.

2-N
14
/4 1
f
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EXISTING STRUCTURE NEAR SLOPE GRADING ZONE
y�S, 'tir •�51
tv
:SOIL OR
SOIL/
'`ROCK MIX
TYPICAL CONDITIONS
NEAR VERTICAL ERODED SHORELINE
EXISTING STRUCTURE OR IMPROVEMENTS
NEAR TOP OF SLOPE
CANNOT GRADE 2:1 SHORELINE SLOPE
EXISTING GRADE/ REMOVE SOIL -ROOT
OVERHANG
NON -WOVEN FILTER FABRIC
INSTALL RIP -RAP TO TOP OF BANK
(CLASS 1)
\ PLACE LARGE
\ RIP -RAP AT TOE
\ \(CLASS 2)
1A \
LAKE --
BOTTOM
FOR: BADIN SHORES RESORT
LOCATION: LOTS 764 THRU 769, BADIN LAKE CIRCLE
RESERVOIR: BADIN LAKE
PROJECT: SHORELINE STABILIZATION PROGRAM
PHASE I SITE EVALUATION
YADKIN, INC. - BADIN, NORTH CAROLINA
DETAIL
DRAWING TITLE:
VERTICAL SHORELINE WITH RIP -RAP