20230914 Ver 1_Shoreline Stabilization_20230420

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ROY COOPER ': - JUN 2 Q 2023
Governor
MICHAEL S. REGAN _*
Secretary DEOVATM RESWICE9
S. DANIEL SMITH NORTH CAROLINA >i�0te9aiRpMeiiTTIN4
Director Environmental Quality
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
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 documenta of Pre -Filing Meeting Request to this application.
Date of Pre -filing Meeting quest!/_/ (required)
DWR ID
A. Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information
Name: Craig Wright
Mailing Address:
Telephone Number:
E-mail Address:
(if applicable)
4233 Crooked Creek Rd.
Climax NC 27233
Fax Number:
Q�) North Carolina Department of Environmental Quality I Division of Water Resources
E512 North Salisbury Street 1 1617 Mali Service Center I Raleigh, North Carolina 27699-1617
o� :.moo [.w .moony 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/Permfts/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)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: Davidson Nearest Town: Lexington
Lake/ river/ ocean adjacent to property: High Rock Lake
Property size (acres): 0.26 acres
Subdivision name or site address (include phase/lot number):
Lot 918 1531 Shoreline Drive, Lexington. NC
Directions to site - please include road names and numbers, landmarks, etc.:
1-85 to Lexington exit for NC Hwy 8 go south on NC Hwy 8. L on Oakwood Blvd.,
R on Shoreline Drive property is on the L side of road.
Latitude (in decimal degrees) 35.39.4407 Longitude (decimal degrees) 80.14.2086
Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Single-family residential community
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): 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:
176 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:
210 Sq. Ft,
Temporary impacts (temporary clearing, construction corridor) in square feet:
440 Sa. 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): There are no trees that
will be removed in order to complete the stabilization proiect.
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/ ent's Signatu [15A NCAC 02H .0502(f)) Date
`Agent's signature is valld only if an authorization letter from the owner is provided.
12. Please approximately sketch the fallowing information on this plan and provide dimensions for
each item:
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
FORM: SSGP 09-2020 Page 3 of 6

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
Plan View
Lake
{At Full Pond/ Normal Water Levei)
La ke
(At FAI Pony Ndrmnl wWW fmii
Ex15ting Dock
30 fta7 ft
3 ft■150f4
UI—NO pond/ NWL
Full Pand/Normal VJaterLevel-
... � �---�'-
4R1350h
Rlprap
qao a full pony NM
2 ftz 150 ft.
addiUonatckadn5
If--y
E AMPLE
Plan View
FORM; SSGP 09-2020 Page 4 of 6

a�
a�
Lake a�
at Full Pond/ Normal Water Levels
c
O
Z
'o
c
Side View
U-
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
height
ati
`3
Side View
P
FORM: SSGP 09-2020 Page 6 of 6

NCDEQ 401 WATER QUALITY CERTIFICATION
SHORELINE IMPACT AREA CALCULATIONS
APPLICANT: Craig Wright
1531 Shoreline Drive, Lexington, NC
STABILIZATION IMPACT AREA CALCULATIONS
The attached shoreline site plan shows 88 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
_ (88') x (1') x (2)
= 176 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 25 LF of Shoreline =1 ft. Above Normal Pool
Estimate 25 LF of'Shoreline = 2 ft. Above Normal Pool
Estimate 10 LF of Shoreline = 3 ft. Above Normal Pool

Area of Impact = Length x Height x Slope
= ( 25' x 1' x 2) + ( 25' x 2' x 2) + ( 10' x 3' x 2)
= 50 + 100 + 60
= 210 sq. ft.
Impact From Construction Above Shoreline Stabilization
Assume 5 ft. Wide Zone
Area of Impact = 88' x 5 ft.
= 440 sq. ft.
Total Area of Impact Above Normal Pool Level = 650 sq. ft.

SCALE 1 " = 40'
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SITE MAP - CRAIG WRIGHT

VEGETATE DISTURBED AREA
ABOVE- SLOPE
EXISTING GRADE
EROSION CONTROL FABRIC
LAKE gOTTOM
TYPICAL CONDITIONS
12" TO 36" ERODED CUT
WAVE EXPOSURE
FOR:
CRAIG WRIGHT
LOCATION: LOT 918, OAKWOOD ACRES
RESERVOIR: HIGH ROCK LAKE
PROJECT: SHORELINE STABILIZATION PROGRAM
PHASE I SITE EVALUATION
YADKIN, INC. - BADIN, NORTH CAROLINA
DRAWING TITLE: DETAIL
MINOR RIP RAP STABILIZATION 2

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LEXIE M WRIGHT, CPA, PLLC
66-358/531
PH. 336-685-5917
4233 CROOKED CREEK ROAD
DATE
CLIMAX, NC 27233
1064
PAY ER THE NC'
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