20130431 Ver 2_Shoreline Stabilization_20240419

ROY COOPER
Qoyernor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
DUcctor
NORTH CAROLINA State of North Carolina
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
certificatiori 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 documentatio%Req
Date of Pre -filing Me
DWR ID
Request to this application.
A. Applicant Information [15A NCAC 02H .05021a11
1. Owner Information
(required)
(if applicable)
Name: Robert C Haves
Mailing Address:
Telephone Number:
E-mail Address:
Q�I
1245 Odell School Road
Concord NC 28026
704-773-8895 Fax Number:
RECEIVED
APR 1 2024
DEO-WATER RESOURCES
401 & BUFFER PERMITTING
North Carolina Department of Environmental Quality ! Divislon of Water Resources
Sa North Salisbury Street 11617 Mall Service Center 1 Raleigh, North Carolirm 27699-Ibl7
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:
httn:/Iwww.saw.usace.army.mil/Portals/591docs/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 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: Stanly Nearest Town: New London
Lake/ river/ ocean adjacent to property: Badin Lake
Property size (acres): 10.0 acres
Subdivision name or site address (include phase/lot number):
40358 Palmerville Rd., New London, NC
Directions to site - please include road names and numbers, landmarks, etc.: US Hwy 52 to NC
Hwy 740 L on Palmerville Road 1.5 miles to gravel drive on R and Rate to property.
Latitude (in decimal degrees) 35.26.2259 Longitude (decimal degrees) 80.06.3416
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Large wooded parcel with two houses
FORM: S5GP 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
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:
3,001 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:
Temporary impacts (temporary clearing, construction corridor) in square feet:
2,500 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): Numerous trees of
varied condition and species 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 WA 401 certif ion request within the applicable reasonable period of time
P�{-- ( l 24
ner gent's Signature 115A NCA 0_2CH�0502 — 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)
ull Pond/ Normgi Water
Shoreline
Plan View
FORM: SSGP 09-2020 Page 4 of 6

Lake 'TV T 4
(At Full Pond/ Normal Water Level) fa
fu
E 02
0
0 J-
z VI
0
Side View
F01
EX
Plan View
Lake
Existme Dock
AMPU,E
FORM: 55GP 09-2020 Page 5 of 6

I
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10 ft. bank
height
I
Side Vie
3 ft. below full pond water level 4 fl: above full pond water level 2 ft. additional clearing
'if necesary
Existing bank
mom
FORM: SSGP 09-2020 Page 6 of 6

NCDEQ 401 WATER QUALITY CERTIFICATION
SHORELINE IMPACT AREA CALCULATIONS
APPLICANT: Robert C. Hayes
40358 Palmerville Road, New London, NC
STABILIZATION IMPACT AREA CALCULATIONS
The attached shoreline site plan shows 250 LF of proposed shoreline stabilization measures.
Detail 13 indicates a proposed shoreline condition that has a near vertical slope (1:1) and
reflects the estimated normal pool level and the estimated height of the subject shoreline
above the normal pool level. The applicant proposes that no grading or excavation of thr•
shoreline will occur, only placement of underlying filter fabric, large boulders, and rip rap. Due
to the proposed use of large boulders and assumed face slope of 1.5:1 has been assumed to
calculate the impacts.
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
= (250') x (1') x (1)
= 250 sq. ft. on the face of the shoreline slope
*For this calculation, an average water depth of 1 ft. has been assumed. This will
produce a conservative overestimate of the stabilization impact area.
Area of Impact on the lake bottom is calculated by the height of the shoreline at and the
1.5:1 slope on the face of the stabilization.
Area of Impact = Shoreline Length x Height* x Slope
(L x H x 1.5) + (L x H x 1.5)
_ (125' x 7' x 1.5) + (125'x 9' x 1.5)
1,313 + 1,688
= 3,001 sq. ft. on the lake bottom
Total Impact Area Below Normal Pool = 3,251 sq. ft.

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 125 LF of Shoreline = 7 ft. Above Normal Pool
Estimate 125 LF of Shoreline = 9 ft. Above Normal Pool
(These lengths and heights were used in the calculation above for
the permanent impact area on the lake bottom)
Impact From Construction Above Shoreline Stabilization
Assume 10 ft. Wide Zone
Area of Impact = 250' x 10 ft.
= 2,500 sq. ft.
Total Area of Impact Above Normal Pool Level = 2,500 sq. ft.

i F r
2'` "' TAFiLj A7
SITE MAP - ROBERT HAYES
_GALE 1 "= 100'

NO DISTURBANCE ABOVE
HAND PLACED RIP RAP
EXISTING GRADE
AT SHORELINE
HEIGHT 8'to 10'
1 \
12" TO 18"
DIAMETER
RIP —RAP
AND/OR BOULDERS
NON WOVEN EROSION
CONTROL FABRIC
FOLD UNDER, MIN• 8" ! 8'to10' TYPICAL
TYPICAL CONDITIONS
8 ft. to 10 ft. ERODED CUT
WAVE EXPOSURE
GRADING EQUIPMENT NOT ALLOWED ON SHORELINE
Varies
7to9ft.
Assume
1 ft.
LOCATION: 40358 PALMERVILLE ROAD, NEW LONDON, NC
RESERVOIR: BADIN LAKE
PROJECT: SHORELINE STABILIZATION PROGRAM
PHASE I SITE EVA-UATION
ALCOA POWER GENERATING, INC.
DRAWING TITLE: DETAIL
HAND PLACED RIP RAP STABILIZATION 13

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V bing maps
40358 Palmerville Rd, New London, NC 28127
Location: 35.438846,-80.1096
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40358 Palmerville Rd,
New London, NC 28127
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