20200284 Ver 1_Shoreline Stablization_20200220

Action History (UTC-05:00) Eastern Time (US & Canada)
Submit by Anonymous User 2/20/2020 4:07:03 PM (Submittal)
Approve by Montalvo, Sheri A 2/24/2020 2:52:08 PM (Non -DOT - Approver)
• The task was assigned to Montalvo, Sheri A 2/20/2020 4:07 PM

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.
Owner Information:
Name:* Lisa Middleton
Email:* [e-mail]
Phone Number:* [phone]
(xxx)xxx-xxxx
Mailing Address:* Street Address
604 Vance Place
Address Line 2
City
State / Rovince / Fbgion
Monroe
NC
Fbstal / Zip Code
Country
28110-9211
US
Name:* Steven Middleton
Email: * [e-mail]
Phone Number:* [phone]
(xxx)xxx-xxxx
Mailing Address:* Street Address
604 Vance Place
Address Line 2
City
State / Fkovince / Region
Monroe
NC
Fbstal / Zip Code
Country
28110
USA
Is there an agent working on the f Yes
project?* r No
Project Information [15A NCAC 02H .0502(a) & (b)]

Project Name:* Middleton Residence Seawall Repair
If your project has a formal name please use this. If your project does not hake 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.*
r Upload File
r Lookup address
Upload Map: Middleton—Berryhill map locator.pages 35.07MB
Latitude:* 35.242380 Longitude:*-80.106281
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*
HIOCAFfATcgAo+JshiHZA.jpg 2.52MB
Mr6fx8kUQY69ETomB601 MAJpg 1.92MB
WmndzPxrQW+aCOzOesByHA.jpg 2.59MB
Please use the diagram at the link below:
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.)*
KBHSkFViTlKtrpjMtkxKfQ.jpg 3.93MB
5mtDl9aQRb6XsPleK2jCQg.jpg 3.02MB
MXd61cdhT1+6CLI16dkfPA.jpg 2.21MB
ORMwE8yDTX%LRxKRie4kQ.jpg 4.72MB
4. Location of the property (where work is to be conducted)
Nearest Town:* Norwood
County:* Stanly
Subdivisions name or site address:* lot 348 / 349 560 Berryhill Drive
Include phase/lot nun ber
Directions to site:*
From Norwood, North on Indian Mound Rd; Right on Lehue Parker
Rd for . 2mi; Rt on Berryhill Dr. Property on right.
560 Berryhill Drive
Rease include road narres and numbers, landmarks etc.
5. Describe the existing land use or condition of the site at the time of this application:*
Residential property with single family dwelling and boat dock
Residential, undeveloped, etc.
6. Property Size .22
Acres
7. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary):

E)asting wooden seawall is L-shaped with ditch flow connecting in
corner of "L". Erosion is causing the seawall to fail. Currently,
there is rip rap below water level along the sea wall and the
adjacent drainage ditch is also lined with rip rap. Appro)amately 10
linear ft needs to be repaired by stabilizing the wall and filling in
soil that is eroded. Additional rip rap on ditch bank to enhance and
prevent further erosion. Ditch flow will not be affected as work will
be done when water level is ditch is stable and not flowing. Ditch
typically is less than 12 inches deep and has little flow unless
recent rain has occurred.
8. How will the work be done?* V From Land
r 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.)
20
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.)
20
square feet
11. Please describe the vegetation above the normal pool lake level/ normal water level and 50 feet
landward to be impacted:*
(nurrber of trees, for instance)
No trees/shrubs will be impacted.
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:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• 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');
• 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 this form.
Full Name:* Lisa J Middleton
Signature:
rya, rA1_MdIZ7IV&

Initial Review
Is this accepted into the review
process?*
Project Number:* 20200284
Select Reviewer:*
Select Reviewing Office
Has payment been received?*
What amount is owed?*
r Yes f No
Version:* 1
Alan Johnson:eads\adjohnson1
Mooresville Regional Office - [phone]
r No Payment Needed
f Fee Received
r Need Fee - send electronic notification
* $240.00
f $570.00

Full Pond/
nal Water Level
M � r r �
Shoreline
eLx
Lake elo
mic
At Full Pond/ Norm I Water Level) V
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,e appj oxilr� t r.I�nl onUvis rladfe
dimensions for each item, such as 10 ft x 100 ft)*:
All proposed vegetation clearing
Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level
elevation
Location of cx' to � ow i F i t L+
elevation
Location of any proposed structures such as buildings, retaining walls, docks, etc.
Location of any excavation or dredging below the Full Pond / Normal Water Level
elevation
Location of consUixtion access odors

rr
)OD STRUCTURE
ROOF
DRIVE
SHED
BRIDGE
:11 P
scribed)
REBAR}
(Nor SURVEYED)
0
w
GRAVEL
AREA
woven
LOT 348
A
C.4T 349
91ERPs N
&L PIPE
ALLOCATION LINE
-C.'OUPSE
L"al
N
IN
ve
• I ire Ar - ' p-F'- r�a ►v- �-o t� aoc1G'-
s��v��il -d-. eXi,srhnj rip r&P E'P, 81
• e� access -D m Ia.j
19 //f// 'P fa ( .-e� ! 6'h.

NOTES+
I
BOUNDARY PREDICATED ON EXISTING
MONUMENTATION FOUND IN THE FIELD.
BERRY HILL DR.
BERRY HILL DR.
2
AREA COMPUTED BY COORDINATE COMPUTATION.
560
3
PROPERTY IS NOT LOCATED IN A FLOOD
MNYARD
DRYINYARD
BERRY "I
DRIVE
HAZARD AREA,
DR.
4
THIS PROPERTY IS IN A COUNTY WHICH
VICINTY MAP
REGULATES THE SUBDIVIDING OF LAND.
not to scale
5
THIS IS A SURVEY OF AN EXISTING PARCEL
OF LAND.
COURSE
BEARING DISTANCE
L-1
N 76010106"E 28.49'
COURSE RADIUS CHORD CHORD BEARING
L-2
S 30025'34"W 18.17'
C-1 89.02' 104.91' S 66'07'39"E
\ RODER L CATE
\ DO 12261 PG 662
t PIN NO. 6564 04 94 4928
LOT 931 I
MAP BOOK 1, PACE 221
P.P. 4�
PIPE I
h7
O C5 �
CP&L POINT S457
/CP&L PIPE
z ROOF LINE
/ CP 1PE OVER
I WOOD STRUCTURE 1 �'
\ NO ROOF O'
fMETAL SHED z j L
\ , WOOD STRUCTURE 1 ti
NO ROOF 04 \ Y
CID
»I n DRIVE THOUGH LA
o LOT 348
f O AND \
LOT 349
METAL SHED s0.
C9 Z N STEPS ARE \
OVER 1,OZ + OR —
BRIDGE GRAVEL rn
r4 a' 0 z Q AREA
0 x z rn CA 0 PIN NO,
W 0 0 BRIDGE 6564 04 94 791
cr)m DUKE ENERGY N DB 67$fPG 88
PROGRESS, LLC SEA-WALL N. •
PIPE PIPE
p
" i
CP&L PIPE
N 70 5558W S458 LOT 347
22.48' MAP BOOK 1, PAGE 214
SIiORE �'�� PIN N0. 6564 04 94 7931
LINE ' SEA—WALL /��; 5� \ •BI numy INVESTMENTS, LLC
TAT RY \
ALLOCATION LINE \
LEGEND: COURSE BEARING DISTANCE
L-1 S 30'25'34"W 18.17'
• EIP — EXISTING IRON PIN As Described)
0 SIP = SET IRON PIN (1/ IRON REBAR)
o CM — CONCRETE MONUMENT
NPS — NO POINT SET
PROPERTY LINE
— — ADJACENT PROPERTY LINE (NOT SURVEYED)
-- RIGHT OF WAY
POWER LINE
tc,l
i0. DUKE ENERGY
Co PROGRESS, LLC
o LEASED AREA
I, George W. Simpson, certify that this
map was drawn from an actual survey
made under my supervision, that the
error of latitudes ndudeparturre as es uist1:10ed y000+, .���y � ,C�IC% ����
that the boundaries not surveyed are • `��.re...••�• ♦r
shown as bra a nes, and the angut ,.-' nFESsj '•,�/ �o
error was seconds per turn. C = ��` �7i'.'L
rrl s SEAL woo �7
349T : C
���I .09
StlRV.�Q.64 :
ti
li!l1111�t
L-3491
Prate+ I Lar4 Surrhror
LEASED AREA FROM DUKE ENERGY PROPGRESS, LLC SURVEY OF
LEASED PR0pERTY OF : NICHOLAS C. BRADICK AND WIFE HELEN P. BRADII
LOT IN EAST CENTER TWP., STANLY CO., NC
IN THE CfTY OF NORWOOD ON BERRY HILL DRIVE
HousE No. 560 IN BLOCK No. ON MAP OF TILLERY BEACH
MAP RECORDED IN BOOK 1 PG 214 DEED RECORDED IN
BOOK 678 PG 88 OFFICE OF THE RMSTER OF DEEDS
SURVEY FOR: _STEVE & LISA MIDDLETON
te: S1" = 50' DATE- _ NOVEM13ER 06, 2019
SCALE N FEET
50 25 0 50 laJ
SIMPSON SURVEYING
P.O. :B0X ].453
NIT. GILEAD, NC 27306
S'A10 2?20 &4000
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