20201391 Ver 1_Shoreline Stabilization_20201112

Action History (UTC-05:00) Eastern Time (US & Canada)
Submit by Anonymous User 11/11/2020 1:41:20 PM (Submittal)
Submit by Montalvo, Sheri A 11/12/2020 8:11:33 PM (Non -DOT - Approver)
• The task was assigned to Montalvo, Sheri A 11/11/2020 1:41 PM

Submission Form
Pre -Filing Meeting Information
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not be able
to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in accordance
with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project proponent shall
request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5)
all certification requests shall include documentation that a pre -filing meeting request was submitted to the certifying
authority at least 30 days prior to submitting the certification request. Click here to read more information on when this
form is needed prior to application submission or here to viewthe form.
Attach documentation of Pre -Filing Meeting Request here:
DWR Pre -Filing Meeting Request Form.pdf 52.15KB
Pre -fling Meeting or Request Date 10/5/2020
ID# 20201391 Version 1
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 * [e-mail]
Rease provide an err -ail address for payrrent and requests for pure infornation here.
Owner Information:
Name: * Donald Cauble
Email: * [e-mail]
Phone Number:* [phone]
(xxx)xxx-xxxx
Mailing Address:* Street Address
144 Carlton Drive
Address Line 2
City
State / Frovince / Region
Mooresville
NC
Fbstal / Zip Code
Country
28117
United States

Is there an agent working on the f Yes
project?* r No
Project Information [15A NCAC 02H .0502(a) & (b)]
.............................................................................................................................................................................
Project Name:* CAUBLE Shoreline riprap overcoat
If your project has a formal name please use this. If your project does not haw a formal name, please identify your project by
the owner name and proposed acti\Aty (Jones Property Access Road, Smith Guest House, etc.) List in parentheses any
other names that ha\.e 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.
F Upload File
r Lookup address
Upload Map: Overhead #2.PNG 1.94MB
Sky Vew.PNG 2.95MB
144 Overhead Vew.PNG 3.55MB
Latitude:* 35.639176 Longitude:*-80.912921
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*
144 Carlton Mooresville NC Official
906.47KB
Survey.pdf
20200905_135445. jpg 6.24MB
20200905_135530. jpg 7.54MB
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.)*
20200907_140552. jpg 3.85MB
20200907_132153. jpg 5.13MB
20200907_140540. jpg 3.67MB
4. Location of the property (where work is to be conducted)
Nearest Town:* Mooresville
County: * Iredell
Lake/ river/ ocean adjacent to Lake Norman
property:
Subdivisions name or site address: * 144 Carlton Dive Mooresville NC 28117. LOT 951
Include phased number
Directions to site:*

HWY 150 W to (R) on Perth Road. (L) onto Fern Hill Road. (R) onto
Riverbend.
(R) onto Carlton Drive. (R) into 144 Carlton Driveway
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:*
There is an existing home on the property and New dock built in 2019.
Fbsidential, undeveloped, etc.
6. Property Size 1.31 acres
Acres
7. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary):
Proposed work will include repairing small portions of the existing
shoreline which is currently covered with fabric and riprap rock. Then
install an overcoat of the entire shoreline length with new riprap, Class 1.
Last time this was completed on this lot was approximately 1980.
8. How will the work be done? * [�% 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.)
1485
square feet
10. Total amount of disturbance above the normal pool lake level/ normal water level and 50 feet
land -ward:*
(including all clearing, backfill, excavation, riprap, retaining walls, etc.)
594
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)
No impact.
The lot is already established and there is a 10', flat path the entire length
of the 297' of shoreline with grass. This is a heavily wooded lot on a
moderate slope from the water throughout the 50' buffer to the house.
Sketch: 144 Carlton Full Pond Sketch.pdf 1011.64KB
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:
a 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");
a 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");

1 understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the Shoreline Stabilization online form.
Full Name: * Donald Ray Cauble
Signature:

Initial Review
Is this accepted into the review
process?*
Project Number:* 20201391
Select Reviewer:*
Select Reviewing Office
Has payment been received?*
What amount is owed?*
rYes allo
Version:* 1
Alan Johnsomeads\adjohnsonl
Mooresville Regional Office - [phone]
r No Payment Needed
r Fee Received
r Need Fee - send electronic notification
r $240.00
f $570.00

.�
2 .I
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D DON ALLEN & ASSOCIATES, P. A.
"Since 1971"
Commercial * Residential * Mortgage Surveys * Multi —Family
Construction Staking * Subdivision Design * Topographical
131 Crosslake Park Drive — Suite 102 * Mooresville * NC * 28117
[phone] [phone] Fox
I, certify that this map was drawn under my supervision from an actual
survey made under my supervision recorded in deed book 785 , page 500 and/or
plot book 18 page 28 , that the ratio of precision is 1':10,000, that this map
was prepared in accordance with the General Statutes of North Carolina Chapter 89C.
my hand and seal on the —6 day of MARCH
A.D. 20_ 19 .
LINE TABLE
LINE
BEARING
LENGTH
L7
N 13'35'00" E
28.56'
L2
N 40'42'00" E
21.15'
L3
N 50'58.00' E
11.20'
L4
N 84'40'00" E
40.30'
L5
N 4634'00" E
29.20'
L6
S 63'48'00' E
32.00'
L7
N 45'11.00" E
13.10'
L8
S 82'35'00" E
89.50'
L9
N 81'52'00" E
30.10'
L10
S 65'49'00' E
23.30'
m
O
r
LOT 953 `u
MATTHEW J. �
SCHRODE'R �
12411583 0
z
v
dY,
R/W
LAKE
NORMAN
760 CONTOUR LINE PER
ACTUAL FIELD SURVEY
L4_,—� --
WILLIAM M. ALLEN, PLS°7°°1%111#8,'
CAR0 s�o�oo
=o4oF -S S....N
SEAL
g L-3499 ;'
•., SUR`1F
e
t8-- L9 410 P
---FLOOD LINE
/ / 1 ! 50' BUFFER FROM
I THE 760 CONTOUR (/I
Y I --------------------------------
LOT 951
1.31 AC. / o
©, h 0
LOT 950
l TODD K SLUDER
a� a 9961331
�q� / CV
N�o e,4gRrN��
9 SO, K
C,q
6'0 RLTON
`UZ";'
/
LEGEND
\ /
a P.P. - POWER POLE
POWER TRANS
E.LP. - EXISTING IRON FOUND
I.P.S. - $4 REBAR SET
R/W - RIGHT-OF-WAY
® = WELL
POE PUBUC DRAINAGE EASEMENT
FF-B
$°
CP = COMPUTED POINT
0' 25' 50' 100'
NOTES SCALE IN FEET
1) THIS PROPERTY MAY BE SUBJECT
RIHTS EASEMENTS BOUNDARYSURVEY
2) ACNEAGE COMPUTED BY THE
COORDINATE METHOD. OF
POWER
a) NO GRIOVERHD MONUMENT FOUND WITHIN 144 CARLTON DRIVE
20M FIB. LOT 951 CRESCENT LAND & TIMBER CORP.
SCALE 1" = 50' DAVIDSON TWSR., IREDELL CO., N-C-
ACQUIRED BY: DONALD & TAMELA CAUBLE
FIELD BODY -
FILE. GILT 951
DC FILE
TAX MAP NO: 4639136021

LAKE LOT 1S3
I. F. 4 a 22' E - l3.49'
2. N41 26'[ - i3.b0'
3. S47 a 35'[ - 17. 00'
/. MSS f 04'[ - 143. So'
S. Sass 21.e6'
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LAKE LOT 951 .�
to. N 13 a 351
- Se'
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.7. Se24 aS.t - e9.b0'
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LAKE LOT 950
20. 373a 21'a - 19-59,
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27. f sOa00'[ - 39.63'
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Baler, barfly prIN2 YSI 1 e91 Ylq Pleelie2 M Cloeeee2
Lmw Tblbir C4rV. eAd th" C. L L T. C4rF is She erNae
at the Pnit@ IT ehe- 01 this PhF, that C. L & T. C.I. 6a"
hmy "k-sieftrip this Plat aad elHhrtent to be Its tree
aot aM deea hereby dedica'e to pubbe ese all stNeM
D M2e, enerltents end ether P•te7c areas shrwR on this
-Pht 1 further MINT MOT a Re[isY.N Land S yw
'C lLP/nGt ---red lad made this 010 at tire i irectien
of C. L i T. Core."
ory end that the --.1. sebdislsten is adOdlr
dadas the bweat A Nfct cenveTed to emseant Land •
T ��. bya deed h eed in Deed solim at
tO
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SECTION I
GEOGRAPHIC IOC AT ION
31.1.E 1 , 2 r11.E3 1
NORM ILK
L.E'KE
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PI ` two
LAKE I \J�
LOT 931 I
AREA e -
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LAKE LOT 963 1.31 ACRES
t AREA- 1.40 ACRES
1. ►1N
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RECREATION • �' % 4P \�\\
LOT 200
/ 1. PIN
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% ( GEOeeE w. [[NN[OT 1
it M. 1. - ttt -
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Promided that the plat to reoot.'dea ltt Is
91zt1 d try of final 6DD.
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tart7WrN or ABeut
DEPARTMENT Di TidtiBP 1IAI..::
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n.• SiAII1�.v,.'�'i C`rt ,rl .GI
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DATE_1��..
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(w LOT S80
AREA a 1.ti ACRES
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At... DY I
lit• 3
D'alrauaV--.+r- CE•"AM
. w C7•EC. ••LSEY'ED Tt 4Cl5•wA•`C1 MID
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CRESCENT LAND B TIMBER CORP
BUILDING SETBACK LINES ARE
LAKE NORMAN
iS FT. FROM ROAD RIGHT OF WAY LIMIT
LOTS
to rT.T. FROM LAKE BOUNDARY AND
LOTS_95Q 95!* 9L-953
---------- 16-FT-- FROIf SIDE t0T LING
LOT IL
- � _- -
- --- -- - ---------- -
DAVIDSON TOWNSHIP
IREDELL COUNTY,N.C.
REFERENCE:
0 100 200 Soo 40o
PLAT BCOW-W-VAG
REF. DWG. NO. C.F. 15-AA
SCALE M FEET
SCALE: f • tO0' - SEPT w, 196E
MISC. 0009 No 567. 473.474.7ae D M Cr

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` Y State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
LNVIRONMLN TAL GUA-.Iti 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
Plan View
Rol %#W/ NormM %%%ft
. — .1;0� —
P ft, r q5G YC
r.Nir 3rv{,Aea'9A6
F
Lake
(At Full Pond/ Normal tiVater Level)
EXS'tlnq flOC�C
beloo �jI pool
I f y
! '� ;14 x aql IPA 0�0q -Wl pond
�04..,ft
_ 4h r; 1SDT
PI-F

J
Lake
(At Full Pond/ Normal WaterALevel�-
0
a
s
c
Side View
LL.
3 ft bebn 4.tA pond watff kwl 4 fL abewe fdf p mA walff 'k vd 2 ft. add 6oni7E dearkq
`if necessary
I
i
i
10 fi. hank
f�eigtm
i
Side Vi
C
Existing bank