Elizabeth Ogburn- Shoreline Application

A 1 2L11
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
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
�h a copies of tea eluding attachments) and the application fee should be sent to:
ending via US Postal Service If sending via delivery service (UPS, FedEx, etc,)
Paul Wojoski Paul Wojoski
DWR-401 & Buffer Permitting Branch DWR-401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
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
Date of Pre -filing Meeting
DWR ID
Meeting Request to this application.
'_J (required)
A. Applicant Information [15A NCAC 02H .0502(a)1
1. Owner Information
(if applicable)
Name: Elizabeth Ogburn
Mailing Address:
Telephone Number:
E-mail Address:
P.O. Box 20189
Winston-Salem, NC 27120
Fax Number:
1 /1 e
D 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
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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/dots/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 115A NCAC 02H .0502(a) & (b)7
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): _ 1.19 acres
Subdivision name or site address (include phase/lot number): _
Lot 37 Porters Glen, Uwharrie Point, 333 Porters Glen Lane, New London, NC
Directions to site - please include road names and numbers, landmarks, etc.: NC Hwy 49 to
Blaine Road R on Uwharrie Point Pkwy see gate attendant for directions to the property.
Latitude (in decimal degrees) 35.27.484 Longitude (decimal degrees) 80.05.363
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): developed lot in residential subdivision
FORM: SSG 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): 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:
468 sq. ft.
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:
768 sq. ft
Temporary impacts (temporary clearing, construction corridor) in square feet:
1170 sq. 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): 4 to 6 trees of
varied species and size 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
Owner Agent's Signature` [15 CAC 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/ Norma! 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
Full Pond/ Normal
Shoreline
Plan View
FORM: SSGP 09-2020 Page 4 of 6

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Plan View
FORM: SSGP 09-2020
Page 5 of 6

3 ft. below full pond water level 4 ftabove full pond water level 2 ft. additional clearing
"if necessary
Existing bank
10 ft. bank
Side Vi
FORM: SSGP 09-2020 Page 6 of 6

NCDEQ 401 WATER QUALITY CERTIFICATION
SHORELINE IMPACT AREA CALCULATIONS
APPLICANT: Elizabeth Ogburn
Lots 333 & 337 Porters Glen, Uwharrie Point
STABILIZATION IMPACT AREA CALCULATIONS
The attached shoreline site plan shows 234 LF of proposed shoreline stabilization measures.
Detail 2 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
_ (234') x (2') x (1)
= 468 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 J. LF of Shoreline = 84 ft. Above Normal Pool
Estimate 2 LF of Shoreline = 150 ft. Above Normal Pool

Area of Impact = Length x Height x Slope
_ ( 84' x 1' x 2) + (150' x 2' x 2)
168, + 600
768 sq. ft.
Impact From Construction Abode Shoreline Stabilization
Assume 5 ft. Wide Zone
Area of Impact = 234' x 5 ft.
= 1170 sq. ft.
Total Area of Impact Above Normal Pool Level = 1938 sq. ft.

SITE MAP - ELIZABETH OGBURN
SCALE I'=40' LOT 37, PORTERS GLEN

FOR:
LOCATION:
RESERVOIR:
PROJECT:
DRAWING TITLE:
a
a
VEGETATE DISTURBED AREA
ABOVE SLOPE
------EXISTING GRADE
1 1N
2
EROSION CONTROL FABRIC
LAKE BOTTOM -
TYPICAL CONDITIONS
12" TO 36" ERODED CUT
WAVE EXPOSURE
ELIZABETH OGBURN
LOTS 37+38, PORTERS GLEN, UWHARRIE POINT
BADIN LAKE
SHORELINE STABILIZATION PROGRAM
PHASE I SITE EVALUATION
YADKIN, INC. - BADIN, NORTH CAROLINA
DETAIL
MINOR RIP RAP STABILIZATION 1 2

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