HomeMy WebLinkAbout20141168 Ver 1_Shoreline Stabilization_20141107u
2 0 1 4 1 1 6 e State of North Carolina
DWR Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
Division of Water Resources 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 rr�
401 & Buffer Permitting Unit LL
F.
1617 Mail Service Center
NOV 0 7 2014
Raleigh, NC 27699 -1617
DENR __ 1
401 R pUFFtK EER(V1ITTING ES
I. Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information
Name: Gil & Elaine Spruance
Mailing Address: 320 Sea Moss Lane
Ponte Verda Beach, FL 32082
Telephone Number: (904) 463 -1961 Fax Number: (904) 285 -6733
E -mail Address: GSpruancePspruancerehab.com
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.armv. mil / Portals /59 /docs /regulatory /reedocs /Permits /SAMPLE AGENT AUTH
ORIZATION FORM.pdf) must be attached if the Agent has signed this application form.
Name: Ben Graning
Company Affiliation: B. H. Graning Landscapes, Inc.
Mailing Address: 64 Bella Road
Sylva, NC 28779
Telephone Number: (828) 586 -8303 Fax Number: (828) 586 -8303
E -mail Address: bhglandscapesPyahoo.com
Person to receive the Certification Approval: Ben Graning or Pam Mathis
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 proposedd;�$.i'p�s.p�ENR1DWR
vegetation clearing, structures (buildings, retaining walls, docks, impervi ,
FORM: SSGP 10 -2013
NO $aQe_'1 bf 3'
Water Quality
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: Jackson Nearest Town: Glenville
Subdivision name or site address (include phase /lot number): Strawberry Hill /Stone Pointe
Lot 8
Directions to site - please include road names and numbers, landmarks, etc.: From Hwy
107, turn onto Pine Creek Road, go 3.9 miles turn left onto North Nortan Road go 6 miles
and turn left onto Strawberry Hill Road go 1.3 miles turn right onto Stone Pointe Lane go
less than'/ mile turn right onto West Stone Pointe Lane go to last house on West Stone
Dnin+n 1 n—
Latitude (in decimal degrees) 35.186862 Longitude (decimal degrees) - 83.159227
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.):
6. Property size (acres): 1.26
7. Lake/ river/ ocean adjacent to property: Glenville
8. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): See attachment
9. Will work be conducted from land? ❑ From water? ZL
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:
0
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: 120 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): combination of large
caliper deciduous and evergreen trees
Owner /Agent's Signature* [IqA NCAC 02H .
L�
Date
FORM: SSGP 10 -2013 Page 2 of 3
Agent's signature is valid only if an authorization letter from the owner is provided.
Full Pond/
Normal Water Level
5
Lake
(At Full Pond /Normal Water Level)
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
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CRANING
Landscapes, Inc
"The Perfect Touch to any
Mountain Home"
October 30, 2014
To whom it may concern:
64 Bella Road
Sylva, NC 28779
Phone /Fax:
(828) 586 -8303
Spruance Residence Sea Wall Proposal
- Construct boulder sea wall as per designed drawings by B. H. Graning Landscapes,
Inc. The wall will be used to support the existing earthen bank against erosion during
full pool conditions. Proposed wall to have approximate length of 40' and an average
height of Wand be constructed 18" below the high water mark of the lake. Wall will be
constructed on 57 stone gravel footer and utilize boulders with an average weight of %
ton (2'x 3'). Wall footer will be protected with a combination of filter fabric and rip rap
to disperse potential wave erosion. Additionally, proposed wall will have integrated
French drainage system and geogrid tiebacks (3' lifts) to provide long-term stability
and mitigate any potential hydrostatic pressure. All equipment and materials will be
mobilized to the site via barge and all impacted areas will be cleaned re- graded and
seeded upon completion. Additionally, Contractor will install (2) 6" Pilings on Lakeside
of Existing Dock to Provide better Long -Term Security /Stability.
If you have any questions feel free to contact us at our office at (828) 586 -8303.
Sincerely,
Pamela Mathis
Office Manager /Secretary
B. H. Graning Landscapes, Inc.
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