20211783 Ver 1_Shoreline Stabilization_20211209

Shoreline Stabilization Application Form
15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
FORM: SSGP 10-2013
DRAFT -NOT FOR USE AT THIS TIME
Submission Form
I. Applicant Information [15A NCAC 02H .0502(a)]
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Primary Contact Email *
Owner Information:
[e-mail]
Please provide an email address for payment and requests for more information here.
Name: * Kenneth & Catherine Com
Email: * [e-mail]
Phone Number:* [phone]
(xxx)xxx-xxxx
Mailing Address:* Street Address
1586 Harris Whisnant Rd
Address Line 2
City
Morganton
Postal / Zip Code
28655
Is there an agent working on the project?* ® Yes
O No
Agent/Consultant Information
State / Province / Region
NC
Country
US
Name: * Carissa Parker
Company Affiliation: * Bennick Enterprises
Email: * [e-mail]
Phone Number:* [phone]
(xxx)xxx-xxxx

Mailing Address: *
Street Address
7836 US Hwy 70 E
Address Line 2
City State / Province / Region
Nebo NC
Postal / Zip Code Country
28761 US
A signed and dated copy of the Agent Authorization letter:*
CCF000015.pdf 218.61 K 13
Link to: Sample Agent Authorization Form
Project Information [15A NCAC 02H .0502(a) & (b)]
Project Name: *
Shermons Hollow 10
If your project has a formal name please use this. If your project does not have a formal name, please identify your project
by the owner name and proposed activity (Jones Property Access Road, Smith Guest House, etc.) List in parentheses
any other names that have been used to identify the project in the past.
1. Provide 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. *
Upload File
Look up address
Property Address Lookup: *
Latitude:* 35.767331
Street Address
1586 Harris Whisnant Road
Address Line 2
City State / Province / Region
Morganton NC
Postal / Zip Code Country
28655-4378 US
Longitude: *-81.827321
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, and construction access corridors. You may use the diagram under
section 12.normal pool lake level/normal water level*
SITE PLAN - Corn.pdf
plat.pdf
Please use the diagram at the link below:
379.08KB
717.47KB
https://edocs.deq.nc.gov/WaterResources/0/edoc/616616/Shoreline%20Layout.docx
3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard
stick, shovel handle, etc.)*
Corn pic.pdf 2.45MB
4. Location of the property (where work is to be conducted)
Nearest Town: * Morganton

County:* Burke
Lake/ river/ ocean adjacent to Lake James
property:
Subdivisions name or site address: *
1586 Harris Whisnant Rd Shermons Hollow 10
Include phase/lot number
Directions to site: *
From Morganton, Hwy 126 / TL Harris Whisnant Rd to property
Please include road names and numbers, landmarks etc.
5. Describe the existing land use or condition of the site at the time of this application: *
residential
Residential, undeveloped, etc.
6. Property Size 1.3
Acres
7. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or
why it is necessary):
200' Shoreline stabilization by barge, height will be 4'
8. How will the work be done?*
From Land
From Water
9. Total amount of disturbance below the normal pool lake level/ normal water level: *
(including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
200
square feet
10. Total amount of disturbance above the normal pool lake level/ normal water level and 50 feet land-
ward: *
(including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
600
square feet
11. 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)
2 TREES LESS THAN 6" AND 2 TREES GREATER THAN 6" WILL
BE REMOVED TO COMPLETE THIS PROJECT. THEY WILL BE
REPLACED INCH FOR INCH, WITH TREES TOTALING THE SAME
DIAMETER. ANY REMAINING DISTURBED AREA WILL HAVE
MULCH APPLIED TO IT
Sketch:
Application Fee:
Once the application has been accepted. You will need to send a corresponding fee in with the appropriate DWR#. The
application fee is as follows (pursuant to G.S. 143-215.3D):
o $240.00 for impacts to lake (below normal water level) of less than 1 acre
o $570.00 for impacts to lake (below normal water level) of greater or equal to 1 acre
By digitally signing below, I certify that:
o I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best
of my knowledge and belief
a I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.

a I agree that submission of this Shoreline Stabilization online form is a "transaction" subject to Chapter 66, Article 40 of
the NC General Statutes (the "Uniform Electronic Transactions Act");
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit the Shoreline Stabilization online form.
Full Name:* Carissa Parker
Signature:
Submittal Date: 12/7/2021

Initial Review
Is this accepted into the review process?* - Yes No
Project Number:* 20211783 Version:*
Select Reviewer: * Mitchell Anderson:eads\mlanderson
Select Reviewing Office: Asheville Regional Office - [phone]
Has payment been received? * No Payment Needed
Fee Received
• Need Fee - send electronic notification
What amount is owed?*
• $240.00
$570.00

KENNETH & CATHARINE CORN
LAKE JAMES
SHERMONS HOLLOW LOT 10
To: NORTH CAROLINA DIVISION OF WATER RESOURCES
I GIVE CARISSA PARKER, OF BENNICK ENTERPRISES, LLC.,
PERMISSION TO SIGN AS MY AGENT ON MY APPLICATION FOR
SHORELINE STABILIZATION.
SIGNATURE (S)
DATE

Water Resources
ENVIRONMENTAL QUALITY
KENNETH & CATHARINE CORN
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 02-2017
Please approximately sketch the following information on this plan and provide dimensions for
each item:
a. All proposed vegetation clearing
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
Full Pond/ Normal Water Level
Shoreline
Lake
(At Full Pond/ Normal Water Level)
Jell; "FA
SHERMONS HOLLOW/ 10
Plan View
1'x200' _RR
3' x 200' RAP
FORM: SSGP 02-2017
Page 1 of 3

4
15
16
L17
L18
L19
L20
L21
L22
L23
L24
Bearing Distance
5 56' 52' 22' E
5 59' 58' 57' E
N 39' 01' 17' E
S 27' 42' 05' E
5 87' 01' 20' W
S 80' 19' 36' W
5 26' 08' 32' W
S 05' 05' 10- E
S 21' 11' 00' W
500' 21' 35' w
500' 21' 35' W
528' 41' 04'E
S 00' 18' 38' E
5 16' 12' 53' E
S 27' 56' 59' E
506' 36' 40' E
535' 25' 00' E
5 13' 48' 27' E
5 IT 22' 01' W
501' 32' 21' E
5 65' 40' 38' W
5 02' 11' 33' E
5 49' 08' 05' W
560' 01' 00' W
fO MORGANTON-"
INFilt MAP -NT$-
aa5
La
w
u e
Lee
UB
232
PO
EAO
u 70.I
W
U• th
ll
co
75.67'
73.97'
69.28'
29.63'
14.20'
27.43'
15.29'
15.53'
23.84'
8.77'
7.29'
18.01'
29.87'
18.64'
37.96'
15.64'
16.41'
35.99'
23.47'
26.51'
16.23'
20.89'
51.71'
2213'
Line Bowing DIstonce
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L37
L38
L39
L40
L41
L42
L43
L44
L45
146
L47
L49
543:8 SF
106036 SF
LAKE JAMES
NE 55816 SF
5 52' 48' 46' w
N 68' 15' 39' W
N 79' 53' 40' W
N 79' 53' 40' W
N 70' 23' 57' W
S 53' 58' 21' W
S 54' 10' 40' W
5 54' 10' 40' W
S 50' 22' 48' W
5 72' 49' 35' W
N 81' 04' 28' W
N 89' 42' 31' W
N 51' 02' 4T W
N 76' 48' 59' W
5 76' 52' 43' W
N 75' 38' 44' W
555' 02' 42' W
N 67' 38' 16' W
S 70' 54' 32' W
N 64' 43' 54' W
N 64' 43' 54' W
N 58' 53' 20' W
N 48' 45' 52' W
N 03' 25' 42'E
20.20'
33.48'
16.24'
20.58'
13.31'
39.12'
30.39'
12.13'
50.33'
26.63'
14.86'
36.88'
10.92'
22.32'
23.78'
30.02'
15.32.'
9.95'
16.91'
25.91'
12.63'
73.75'
39.08'
10.99'
EXISTING GRAVEL
/- 8 FT.
ROBERT B SALSBURYI
DB 741 PG 894 I
Line Bearing
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L81
L62
L63
L84
L65
L66
L67
L68
L69
L70
171
L73
N 52' 16' 16' W
N 68' 44' 08' W
S 56' 29' 23' W
N53' 11' 41' W
S 45' 32' 04' W
N 39' 09' 46' W
N 06' 03' 37'E
N 15' 34' 12' E
N 16' 30' 13' E
N 20' 19' 54'E
N 52' 39' 57' E
N 54' 29' 24'E
N 30' 01' 53' W
N 65' 50' 24' W
N 34' 07' 47' IV
N 18' 09' 59' E
N 16' 08' OB' E
N 63' 54' 23' W
S 45' 44' 15' W
5 59' 49' 16' W
S 73' 34' 00' W
S 82' 16' 49' W
N 66' 4T 35' W
N 60' 08' 32' W
1 P. CONRAD MULL
DB 209 PG 697
�l'a.. ea MOT PUBLIC RAT
•�\{i2m -��d
\\ !.
25 FOOT PRIVATE'il
ROAD EASEMENT
57089 SF
25 FOOT PRIVATE
' • AO EASEINENT
34750 SF
39310 SF
r
4y 13�Ny 7 .1p
100 50 0 100 200
SCALE II .100
' � I�
bb /
I�'I\
aTL➢!E . r4T10
PRNArz Row
39153 SF
Melon. Line Bearing Distance
33.4T
30.14'
11.33'
19.94'
1226'
17.01'
51.76'
41.51'
47.96'
8231'
75.62'
14.77'
18.92'
11.76'
3242'
48.37'
40.43'
16.95'
4239'
33.69'
5208'
30.60'
15.57'
24.28'
L74
L75
L76
L77
L78
L79
L80
L81
L82
1.133
L84
L85
1.136
L87
L88
L89
L90
L91
L92
1.93
L94
L95
L96
L97
C4. EXISTING 4/- l2
FOUR GRAVEL ROAD
N 18' 33' 27' W
N 48' 06' 40' W
N 12' 43' 30' W
N 24' 14' 54' E
N 02' 48' 32' E
N 22' 21' 16' W
N 00' 13' 43' W
N 40' 12' 59' E
N 01' 00' 51' W
N 17' 51' 35' E
N 25' 16' 27' W
N 28' 48' 27' E
N 23' 51' 10' E
N 32' 10'30'E
N 25' 51' 52' E
N 28' 35' 45' E
N 30' 42' 03' E
N 50' 33' 20' E
N 33' 11' 07- E
N 27' 24' 47' E
N 34' 18' 40' E
N 28' 10' 04' E
N 35' 23' 25' E
N 45' 39' 52' E
W MOT PUBLIC RAT
MAX T LOWERY
DB 708 PC 241
NEW CENTERLINE
SEE INSET
9 MAX T LOWERY
DB 786 PG 1168
Tr.
4.
43149 SF
0A0 EASEMENT
LAKE JAMES
20.00'
11.78'
29.07'
23.18'
17.11'
22.66'
14.41'
1294'
1239'
1282'
9.33'
8.65'
31.61'
79.10'
30.93'
37.95'
41.07'
22.01'
50.80'
37.55'
20.97'
23.75'
64.95'
6.61'
CRESCENT
RESOURCES INC
DB 621 PG 211
25 FOOT PRIVATE
ROAD EASEMENT
x= ' 247.72' TO END OF PAVEMENT
-.SR 1285 HARRIS WHISNANT AVE.
PRIVATE ROAD EASEMENTS ARE
SUBJECT TO AN ADDITIONAL 10
FEET EASEMENT FOR DRAINAGE
AND UTILITIES AS RESERVED
AND GRANTED IN THE DEEDS
CONVEYING THE LOTS.
SETBACK LINES FOR ALL LOTS
50 FEET FROM ANY WATERFRONT
15 FEET ON SIDE LINES
35 FEET ON ALL ROAD FRONTS
FROM MARGIN OF PRIVATE
Pe) 10 PG 4 I c1
INSET
EXISTING ACCESS ROAD (PUBLIC)
PROP
LINE
T., P. CONRAD MULL
tf1 DB 209 PG 697 / +011
LINVILLE POINTE
CRESCENT RESOURCES, INC.
- NOTE -
THE SURVEY WHICH RESULTED IN THIS PLAT
USED ONLY THE RECORD INFORMATION NOTED
THIS SURVEY REPRESENTS A PARCEL OF LAND
LOCATED IN A PORTION OF BURKE COUNTY THAT
IS UNREGULATED AS TO AN ORDINANCE THAT
REGULATES PARCELS OF LAND.
PROP
LINE -s
so
es)
PROP /
-LINE/
EXISTING PUBLIC 12
FpOT GRAVEL ROAD
/
/
/, >
/Q S
/60N ADDITIONAL PROPOSED
CONSTRUCTION OF PUBLIC ROAD
MAX T LOWERY
DB 708 PG 241
CRESCENT
RESOURCES INC
DB B 35 B
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STATE OF NORTH CAROI.INA
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with its certificates, he
registered. This jg day of
PROP
LINE
Register
Deeds
Register of Deeds.4
LEGEND
SURVEY PONT •
IRON PIPES G
POINTS ON ROAD EASEMENTS •
REVISED- / /19
REVISED- / /19
STATE Or NORTH CAROITNA
COUNTY Of BURKE
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