20221667 Ver 1_Shoreline Stabilization_20221129

ab6-p-/Leip-+-
DWR
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
FORM: SSGP 10-2013
Shoreline Stabilization Application Form
Three copies of the application (including attachments) and the application fee should be sent
to:
Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
I. Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information
Name: Jerry Overcash
Mailing Address: 1703 Stokes Ferry Road
Salisbury, NC 28146
RECEIVED
NOV 2 9
DEO WAT R RE8OURCES
401 & BUFFER PERMITTING
e- ?v-(2-2-s—K27 3 kt 704 f3 7 -CO qq
Telephone Number: 704AM-4773 Fax Number:
E-mail Address: [e-mail]
2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter (a form can be downloaded here:
http://www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTH
ORIZATION FORM.pdf) must be attached if the Agent has signed this application form.
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Person to receive the Certification Approval:
II. 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, structures (buildings, retaining walls, docks, impervious surfaces,
FORM: SSGP 10-2013 Page 1 of 4

Ow.
etc.), 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: Rowan Nearest Town: Salisbury
Subdivision name or site address (include phase/lot number):
Lot 47, Driftwood Cove, 275 Knollwood Drive
Directions to site - please include road names and numbers, landmarks, etc.:
1-85 to Longs Ferry Road Exit 81, E on Long Ferry Road, R on Goodman Lake Rd, L on
Providence Church Road, L on Bringle Ferry Road, L on Clark Rd, L on Driftwood Trail,
L on Knollwood Drive and property is at end of road on right.
Latitude (in decimal degrees) 35.38.4618 Longitude (decimal degrees) 80.18.4525
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Existing developed residential property
6. Property size (acres): 0.60 acres
7. Lake/ river/ ocean adjacent to property: High Rock Lake
8. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): To stabilize and existing eroded shoreline and protect
It from further erosion.
9. Will work be conducted from land? From water? ❑
10. Total amount of disturbance (including all excavation, backfill, rip rap, retaining walls, etc.)
below the normal pool lake level/ Normal Water Level in square feet or acres:
120 Sq. Ft.
11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining
walls, etc.) above the normal pool lake level/ Normal Water Level and 50 feet land -ward in
square feet or acres: 780 Sq. Ft.
12. 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): Site has an existing
house on the property. 1 or 2 trees will be impacted by the shoreline stabilization.
er/Ag 1nt's Signature` [15A NCAC 02H .0502(f)1 Date
`Agent's signature is valid only if an authorization letter from the owner is provided.
FORM: SSGP 10-2013
Page 2 of 3

Lake
(At Full Pond/Normal Water Level)
Full Pond/
Normal Water Level
1111101 -SME
Shoreline
SEE ATTACHED SITE PLAN AND DETAILS
r®-MINI 'MIN
Please approximately sketch the following information on this plan (provide dimensions for each
item, such as 10 ft x 100 ft) *:
1. All proposed vegetation clearing
2. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation
3. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation
4. Location of any proposed structures such as buildings, retaining walls, docks, etc.
5. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation
6. Location of construction access corridors
FORM: SSGP 10-2013 Page 3 of 3

NCDEQ 401 WATER QUALITY CERTIFICATION
SHORELINE IMPACT AREA CALCULATIONS
APPLICANT: Jerry Overcash
Lot 47, Driftwood Cove
STABILIZATION IMPACT AREA CALCULATIONS
The attached shoreline site plan shows 60 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 10 on NCDEQ Form)
Area of Impact = Shoreline Length x Depth* x Slope
60LFx1ft.x2
= 120 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 11 on NCDEQ Form)
Height of Bank Above Normal Pool Varies Across the Shoreline
Estimate 20 LF of Shoreline = 3 ft. Above Normal Pool
Estimate 20 LF of Shoreline = 4 ft. Above Normal Pool
Estimate 20 LF of Shoreline = 5 ft. Above Normal Pool
Area of Impact = Length x Height x Slope
(20' x 3' x 2) + (20' x 4' x 2) + (20' x 5' x 2)

= 120 + 160 + 200
= 480 sq. ft.
Impact From Construction Above Shoreline Stabilization - Assume 5 ft. Wide Zone
Area of Impact = 60 x 5 ft.
= 300 sq. ft.
Total Area of Impact Above Normal Pool Level = 780 sq. ft.

giveUt FEN-6E-
Woof?Ti4gg
buAuL
Ow:, to dr
000 tem.
24,15tigs
tA45-065
cpi,loggre
12.4104?
PA-t 616
Sills& Whit
•
OSTA-LL (.60 LF
STAIN 1,11 t ot-1
(:11,10zfrYi
51-014-5 wpvt,t._
114 GooD
CoOP I Tto,Ni
_

3
CLASS 2 RIP RAP
VEGETATION AND EROSION
CONTROL FABRIC
1
2
EROSION CONTROL FABRIC
TYPICAL CONDITIONS
• 36" TO 72" ERODED CUT
• WAVE EXPOSURE
EXISTING GRADE
/\ . LAKE BOTTOM
BOTTOM
FOR:
LOCATION:
RESERVOIR:
JERRY OVERCASH
275 KNOLLWOOD DRIVE
HIGH ROCK LAKE
PROJECT:
SHORELINE STABILIZATION PROGRAM
PHASE I SITE EVALUATION
YADKIN, INC. - BADIN, NORTH CAROLINA
DRAWING TITLE:
MODERATE RIP RAP STABILIZATION
DETAIL
3

11/21/22, 2:45 PM
275 Knollwood Dr - Google Maps
GOogle Maps 275 Knollwood Dr
gRd File Rd
� F
as
rarmhouse Furniture
i Rustic Renovations
1s
olf
Ridgecrest Farn• 9
9
efr"We
FQ`f}'ke Athena Marble
s
a
1
The. Dam at CedardHdl9
Hill's Minnow Farm
9
Lf pa oe
Go,gIe
122121
Fox rfoiow. ! q
Fox Hollow Farm RA
Map data ©2022 1000 ft
Reliah'. L r(
ec<
s, and Conutru(
https://www.google.com/maps/place/275+Knollwood+Dr,+Salisbury,+N C+28146/@35.6357501,-80.3163651,15z/data=l4m6! 3m5! 1 s0x88538f051 bf97f4b:Ox8d286c0936d2fc3f!8m2!3d35.6461018!4d-80.... 1/1