20191046 Ver 1_Shoreline Stabilization_20190806

State of North Carolina
Department of Environment and Natural Resources , ra_
Division of Water Resources
Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
ENVIRONMENTAL QUALITY FORM: SSGP 02-2017
1W pla
Shoreline Stabilization Application Form 2 o l 9
� 046
Three copies of the application (including attachments) and the application fee should be sent to:
If sending via US Postal Service If sending via delivery service (UPS, FedEx, etc.)
Karen Higgins Karen Higgins
DWR — 401 & Buffer Permitting Branch DWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699-1617 Raleigh, NC 27604
A. Applicant Information [15A NCAC 02H .0502(a)] ' 1
1. Owner Information
Name: Walter and Thomas Brosnan
Mailing Address: 900-A Centrepark Drive Asheville NC 28805
Telephone Number: 828-275-4678 Fax Number:
E-mail Address drbrosnan(@bellsouth.net
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/Permits/SAMPLE AGENT AUTHORIZ
ATION FORM.pdf)
Name: Andrew Bick, PE
Company Affiliation: Headwaters Engineering PC
Mailing Address: 45 Lotus Place Asheville NC 28804
Telephone Number: 828-606-0306 Fax Number:
E-mail Address: [e-mail]
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 loca landmarks such as towns, rivers, and roads. SEE ATTACHED.
2. Provide a deta led site plan showing property boundaries and proposed locations of
vegetation clearing, buildings, retaining walls, docks, impervious surfaces, rip rap, excavation
or dredging be ow Full Pond/ Normal Water Level elevations, and construction access
corridors. You may use the diagram provided at the end of this application form. SEE
ATTACHED PANS.
FORM: SSGP 02-2017 Page 1 of 2

95
7/8/2019 9:35 AM Medflow Page 6 of 7 To: Brosnan, Walter 8282,5496
Lawrence Allman 631970
LENS:
ACIOL
ANTERIOR VITREOUS:
clear and quiet
FUNDUS EXAM:
CUP TQ DISC-:
1
;OPTIC DISC:
no edema, no
vascularization,
good color (Volk
60D lens)
VITREOUS:
clear
MACULA:
peripapillary
choroidal nevus
VESSELS:
2/3 ratio of
Arterioles/venules w/o
tortuosity or
abnormality
PERIPHERY:
flat and attached
360
degrees, no
retinal holes or
tears
Laura Barnwell, OSC is scribing for Dr. Park.
Dr. Park has reviewed and confirmed the above information is accurate and
complete.
Impression
Plan
PRESCRIPTION INSTRUCTION
gatifloxacin 0.5 % 1% drops - 1 drop in left eye daily Discontinue on
06/19/2019 by RIP
Durezol 0.05% drops - 1 drop in left eye daily Continue 06/19/2019 19:92:01
atropine 1% drops - 1 drop in left eye daily Discontinue on 06/19/2019 by RIP
All diagnoses were reviewed with patient and all questions were answered.
Advised patient that OS is improving and healing well. Patient to continue
durezol and d/c all other drops
Will follow up with patient in 1 month PO OS.
Precautions were given to patient.
FOLLOWUP SCHEDULED:
Return Visit - 1 month (OS) POST OP
POST OP RIP
Robert I Park, MD DOCUMENT CREATE DATE: 06/19/2019 02:92:11 PM
Account 631970 07/08/2019 09:25 Page 5 of 6

3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of
some sort- a yard stick, shovel handle, etc.) SEE ATTACHED.
4. Location of the property (where work is to be conducted)
County: Swain Nearest Town: Almond
Lake/ river/ ocean adjacent to property: Fontana Lake
Property size (acres):
118
Subdivision name or site address (include phase/lot number): 162 Watia Road, Almond, NC
Directions to site - please include road names and numbers, landmarks, etc.: Cross
Fontana Lake on Highway 28 turn left at Watia Road (first on left) and turn left on first
driveway on the left
Latitude (in decimal degrees) 35.368442 Longitude (decimal degrees) -83.565078
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Largely undeveloped with a residence and several out
buildings near the lake
6. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): Plans are attached and show proposed bioengineering
on the upper bank
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:
900 SF +/-
Temporary impacts in square feet:
900 SF +/-
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:
3600 SF +/-
Temporary impacts (temporary clearing, construction corridor) in square feet:
1500 SF +/-
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): Existing vegetation includes
several volunteer boxelders privet river cane and grass lawn on the lake side of the house.
Three hbxeldPrs will eftQ be trimmed or removed but other native species wilVbe protectec
Owner/Agent's Signature' [15A NCAC 02H .0502(f)] Date
FORM: SSGP 02-2017 Page 2 of 2

7/8/2019 9:35 AM Medflow Page 5 of 7 To: Brosnan, Walter
95
Lawrence Allman 631970
albuterol sulfate 0.63 mg/3 mL solution for nebulization - 1 puff as directed
daily
imipramine HC1 50 mg tablet - 1 capsule as directed
Mucus Relief 400 mg tablet - 1 capsule as directed daily
prednisolone 15 mg/5 mL solution - 1 capsule as directed
warfarin 4 mg tablet - 1 capsule as directed
Ophthalmic:
atropine 1% drops - 1 drop in left eye daily
Durezol 0.05% drops - 1 drop in left eye daily
gatifloxacin 0.5 % 1% drops - 1 drop in left eye daily
ALLERGIES:
Allergies Last Reviewed on:06/19/2019
No Known Drug Allergies
REVIEW OF SYSTEMS:
GENERAL:Overall healthy
SKIN:Denies symptoms
ENT:Denies symptoms
RESPIRATORY:Asthma
CARDIOVASCULAR:Denies symptoms
GI:Hx of colon cancer
GENITOURINARY:Denies symptoms
MUSCULOSKELETAL:Denies symptoms
NEUROLOGICAL:Denies symptoms
ENDOCRINE:Denies symptoms
HEMATO/LYMPHATIC:Derlies symptoms
PSYCHIATRIC:Denies symptoms
ALLERGIES/IMMUNOLOGY:Denies symptoms
Exam
ORIENTATION, MOOD AND AFFECT:
Alert & oriented x3
RIGHT EYE
LEFT EYE
UNCORRECTED VA
N/A
20/200+14
PINHOLE
20/60-2
PRESSURE METHOD:
Applariation
Applanation
PRESSURES:
deferred
15
DATE -TIME:
01:56 PM
01:56 PM
TECHNICIAN:
MRENTZ
MRENTZ
CONFRONTATION VF
defer PO
defer PO
EXTERNAL EYE EXAM:
LID: normal shape and contour normal shape and
contour
PUPIL: PERRL, negative APD fixed and dilated
ADNEXA: adnexae normal adnexae normal
MUSCLE BALANCE: ortho
OCULAR MOTILITY: EOMs full
ANTERIOR SEGMENT EXAM:
TEARFILM: normal
CONJUNCTIVA: 1+ hemorrhage, 1+
injected
CORNEA: clear
CELL/FLARE: / 2+/2+
IRIS: normal size and
shape
Account 631970 07/08/2019 09:25 Page 4 of 6
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Site Photographs- Brosnan Property on Fontana Lake
April 2019
Shoreline in Front of House
Erosion around Concrete Vault (Storm Drain Box)

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PROJECT SITE
INDEX OF SHEETS
1: TITLE
2: PLAN
3-4: DETAILS
CONSTRUCTION PLANS
SHORELINE STABILIZATION AT BROSNAN PROPERTY
FONTANA LAKE
SWAIN COUNTY, NORTH CAROLINA
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FONTANA LAKE (TVA)

EXISTING TOP OF BANK
780 G/M2 COIR MATTING
STAKED WITH WOODEN
STAKES TOP AND BOTTOM
12" DIAM. COIR LOG
DORMANT CUTTINGS BETWEEN EACH _ r
LIFT, SEE NOTES BELOW FOR SPECIES
1
REMOVE DEBRIS AND 1
5 COURSES OF GEOLIFTS
SOFT OR SLUMPED SOIL
EXISTING ERODED SHORELINE
CLEAN, COMPACTIBLE
SOIL WITH 5-10% ORGANICS /� T MIN.
NEEDLE -PUNCHED
NON -WOVEN FILTER FABRIC
MIN. 8 OZ/YD2
1 -TON BOULDERS
WITH RIPRAP FILLING VOIDS
(MAY BE SUBSTITUED WITH
PRE -CAST REDI-ROCK BLOCKS)
2' MIN.
VARIES T-9' y
1 GEOLIFT SHORELINE STABILIZATION
3 1"=4'
NOTES:
1. TRIM OVERHANGING LIMBS FROM TREES AT TOP OF BANK AND REMOVE ALL EXISTING DEBRIS FROM SLOPE.
2. REMOVE SLUMPED AND LOOSE SOIL AND OVEREXCAVATE FOR STONE FOUNDATION. PLACE FILTER FABRIC IN FOUNDATION
EXCAVATION AND OVERLAP AND STAPLE TO SUBGRADE PER MANUFACTURER'S SPECIFICATIONS.
3. PLACE ENTIRE LENGTH OF STONE FOUNDATION, FILLING GAPS BETWEEN BOULDERS WITH CLASS A/B/1 RIPRAP AS NEEDED TO
FILL VOIDS.
4. ROLL COIR MATTING LENGTHWISE ALONG SHORELINE, LEAVING 2' OF 6.5' ROLL WIDTH OVER STONE FOUNDATION AND LEAVING
FLAP OF REMAINING COIR MATTING EXTENDING OVER THE SLOPE.
5. PLACE COIR LOGS ON TOP OF COIR MATTING AND ANCHOR TO SUBGRADE WITH WOODEN STAKES EVERY 31
.
6. PLACE AND COMPACT 12" LIFT OF CLEAN SOIL OVER COIR AND AGAINST COIR LOG.
7. APPLY TEMPORARY AND PERMANENT SEED MIX AND STRAW MULCH ON FLAT, EXPOSED PORTION OF THE LIFT.
8. WRAP REMAINDER OF COIR ROLL WIDTH UP AND OVER COIR LOG AND STAKE COIR MATTING WITH WOODEN STAKES EVERY 3'.
9. PLACE 2" LAYER OF TOPSOIL OVER FIRST LIFT AND INSTALL DORMANT CUTTINGS OF SILKY DOGWOOD, SILKY WILLOW,
ELDERBERRY AND/OR NINEBARKAT 12" TO 18' SPACING IN TOPSOIL.
10. REPEAT STEPS 4 THROUGH 9 TO REACH THE TOP OF BANK.
FULL POOL EL. 1710'
NORMAL POOL EL. 1703'
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STEEL T -POST
FILTER FABRIC
COMPACTED BACKFILL LAKE
RUNOFF SIDE
24" MIN.
8"
-- 4"
RIPARIAN SEED MIX
Seeding Rate = 20 Ib/acre
Mulching: wheat or oat straw mulch applied at 2 tons/acre
Common Name
Scientific Name
Percentage
Deer Tongue
Panicum clandestinum
20
Big Bluestem
Andropogon gerardii
20
Virginia Wildrye
Elymus virginicus
20
Indiangrass
Sorghastrum nutans
20
River Oats
Chasmanthium latifolium
20
-- 8' MAX. ——
STEEL T -POST
18" MIN.
LU
FILTER FABRIC
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NOTES:
1. SILT FENCE SHALL BE PLACED ON LAKE
SIDE OF ALL STOCKPILES.
2. SILT FENCE SHALL BE REMOVED UPON
COMPLETION OF EARTHWORK.
SILT FENCE
4 NTS
TEMPORARY SEED MIX
Application Dates
Common Name
Scientific Name
Rate (Ib/acre)
Applied
Rate (Ib/acre) Applied
Separately
w/ Riparian Mix
August 15 to May 1
Rye Grain
Secale cereale
120
60
May 1 to August 15
Browntop Millet
Panicum ramosum
40
20
2 SEED MIXES
4 NTS
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