20180324 Ver 1_Shoreline Stabilization_20180306

2 0 1 8 0 3 2 4 State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
_DWR
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 (i Pingsatt�cFments) and the application fee should be sent
to:
If sending via US Postal Service
Karen Higgins
DWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Applicant Information [15A NCAC 02H .0502(a
1. Owner Information
Name: Raymond J. Garruto
Mailing Address: 3410 Savannah Hills Drive
Matthews NC 28105
Telephone Number:
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:
httr)://www.saw.usace.armv.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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Person to receive the Certification Approval:
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,
etc.), rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations,
FORM: SSGP 10-2013 Page 1 of 3

and construction access corridors. You may use the diagram provided at the end of this
application form.
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: Norwood
Subdivision name or site address (include phase/lot number):
Edgewater on Lake Tillery — Lot 49 Phase 1
Directions to site - please include road names and numbers, landmarks, etc.: From Main
Street Albemarle NC — turn onto NC/24 E NC 2.7 W / NC 73 W and turn right onto McNeil
Road in approx. 2-3 miles. Turn Right onto Indian Mound Road and in app 1 mile turn left
onto Randalls Church Road. Turn left into Development and Foret Lake is first road on the
right.
Latitude (in decimal degrees) 35-2.71010 Longitude (decimal degrees)_ -80.09781
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Residential under development
6. Property size (acres): .56 acre
7. Lake/ river/ ocean adjacent to property: Lake Tillery
8. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): Proposed work is to install new sea wall and build a
new boathouse with pier
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:
180' ft of shoreline x 6 below full pond is 1080 sg 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: 180' ft of shoreline x 6' above full pond is 1080 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): Normal
Owner/Agent's Signature* (15A NCAC 02H .0502(f)l Date
Agent's signature is valid only if an authorization letter from the owner is provided.
FORM: SSGP 10-2013 Page 2 of 3

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APPENDIX G
Moderate Rip Rap Stabilization
34
VEGETATION AND EROSION
CONTROL FABRIC
EXISTING
GRADE
1
_
I 3'
I
IMAX
CLASS 2
RIP RAP
17
2
HIGH WATER ELEV.
EROSION
CONTROL
i
FABRIC—��
LAKE SOTTOV
TYPICAL
CONDITIONS
• 36" TO 72" ERODED CUT
• WAVE
EXPOSURE
34