20230664 Ver 1_Riparian Buffer Authorization_20230510

Fob I ni-I
State of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
1.
Applicant Information
Project Information
1a. Name of project: Salvatore DeCaro
1 b. County:
Iredell
1c. Nearest municipality:
Mooresville, North Carolina 28117
1 d. Subdivision name:
Crescent Land and Timber Corporation
1e. Is the project located in any of North Carolina's twenty coastal counties? If
es, answer 1f below.
No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑Yes No
2.
Owner Information
2a. Name on Recorded Deed:
Salvatore DeCaro
2b. Deed Book and Page No.
1456/34
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
14-25
2d. Responsible Party
for Cor orations :
2e. Street address:
206 Stonemarker Drive
2f. City, state, zip:
Mooresville, North Carolina 28117
2g. Telephone no.:
954-815-8828
2h. Fax no.:
2i. Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a. Applicant is:
El Agent 0 Other, specify:
3b. Name:
3c. Business name
if applicable):
3d. Street address:
VE
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
MAY
3h. Email address:
4.
Agent/Consultant Information (if applicable)
DEO-WAT'-P R.r
4a. Name:
Steve Cannon
U FER
4b. Business name
if applicable):
Coddle Creek Soil Consulting, LLC
4c. Street address:
5500 Deer Run Court
4d. City, state, zip:
Davidson, North Carolina 28036
4e. Telephone no.:
704-706-4645
4f. Fax no.:
4g. Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 4

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
46242993705
1 b. Site coordinates (in decimal degrees):
Latitude: 35.5204 Longitude:-80.9419
1 c. Property size:
1.36 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Lake Norman
2b. Water Quality Classification of nearest receiving water:
WS-IV
2c. River basin:
Catawba
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Manicured Lawn. Residential Community
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
No streams on property
3e. Explain the purpose of the proposed project:
Owner would like to build gazebo on property with restroom and sink for washing hands.
3f. Describe the overall project in detail, including the type of equipment to be used:
Construct small wooden gazebo with concrete floor. Small excavator for leveling pad. Also, to excavate for
placement of non -concrete septic tank and non -concrete pump tank. Would need small trencher (3 inch
trench) for 2" Sch 40 PVC pump line between pump tank to existing septic at house. Trench for water line and
electrical line in same trench.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this
property/ project(including all priorphases) in thepast?
El Yes o LJ Unknown
Comments:
4b. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company:
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5. Project History
5a. Have permits or certifications been requested or obtained
for this project(including all priorphases) in thepast?
0 Yes CTNo LJ Unknown
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? Yes Lf No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Buffer Impacts
la. Project is in which protected basin?
El Neuse
❑ Randleman
El Tar -Pamlico
❑ Jordan
LTCatawba
❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
number —
Permanent (P)
or Temporary
T
Reason for
impact
Type of impact
(exempt, allowable,
allowable wl
mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
B1 P T
EI Yes No
B2 El P T
El Yes No
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 El P LJ T
El Yes No
B5 El P T
El Yes No
B6 LJ P El T
D Yes No
Total buffer impacts
1 c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Install erosion fence or erosion fences to capture runoff during construction.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. No heavy equipment to cross buffer except for small excavator. Will use rubber mats to avoid
damaging buffer. Will wheelbarrow concrete to construction area.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
Yes No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
(square feet
Multiplier
Required mitigation
(square feet
Zone 1
_
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
proposed?
LJ Yes El No
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
El Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
F. Supplementary Information
1. Environmental Documentation
loe
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
El Yes ERNo
use of public federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an
Yes MrN40
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1 c. If you answered "yes" to the above, has the document been finalized by the State
LJ Yes LJ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
El Yes Rfio
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules 15A NCAC 02B .0200 ?
2b. Is this an after -the -fact permit application?
0 Yes o
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
S+{y r �cl �'� Y► h a r� -r,�,� P
h�tst�—
Applicant/Agent's Printed Nam e Applicant/Agent's Signature f Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, Fed Ex, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

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LOT 76
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Jj

BEARINGS AND DISTANCES FOR LOTS
ON CONTOUR ELEVATION 760.
LOT 82
LOT 73
78QO9'E -30.01'
3e S64. 13'E - 40.61'
- 5 7'E - 60.52'
39. S78e32E-91.30
50' E : 23:a64',
E 73 06' 4
40. N50946'E -67.07'
LOT 82
T so
FROM LOT 73
TO LOT 71
OB '
41. N19f26'W-125,60'
42 N4�41'E-3756'
,'E-72,S!.
E _31"5
1?
43 N2445'E - 52
fe E -4i4'
-22'
44. N5 4 2 iO'E - 68 08'
Lo T 71
8 S20e12 E -36,14'
45. NJIV42'E-100,35'
9, 925- 16,E _@6 14'
S59-19'E-35.03.
46 N2000 -
2'E
:0
L N39-19'E-22.73'
LOT 70
LOT
78
7 -NIB-5"E - 23.96'
12 Nag 9,E
*1 64.18'
48 N37f2O'E - 74.85'
49 N41#51'E - 136,27-
LOT 77
5E N59- 36'E- 25 D0
13. NS2fSO'E-53A6'
51 S62-14'E - 28.89'
r
14. N.6 e 49,E -30 08'
52. S372 OO'E - 35, 10'
15. S?3:1414*E -36. lo'
55 S38-09'E-26.86'
16. S5.3 , e - G 1. 3 9,
SW 511:46:E -6,0 7!
17'. S36e04'E-152.55'
55. S12 -46 W_..22
LOT 76
56. S36-164-60.61'
is N39e 22'F - IDS 51,
57 S21915'W-82,081
19. N55. 37'E - 53 31'
FROM LOT 70
LOT 75
TO LOT 69
20. N55. I�E-25 33,
58 S26- 21- 90 it'
4LOT
21 N442; a E _ 127 .88,
69
LOT 74
59. SI?17'W-85.02*
22. N 161 30'E - 61.63'
23, N12 2 el 'W- 51.66
60. S#9 r OCE - 10 i. 24'
24. N42t 53'W-30 15'
61 S4? JO'E - 47.43'
62� S22e47 'W- fOl. 36'
25 1171137'W-86.93:
26 N82 t6 W - 4 790
LOT 68
27. N5v 37•W-29,16,
63 S4249'W-149,66
28. Nl9sO7*E-55 34'
29. N57-15' E - 39.7
-10. N46 Od 14 04'
31. S62:54'EE -35. 1 7 1
32� S32-IO'E - 83.86'
33 3 -102.38'
2513?'W
34. S51221'E- 120 .04'
35. S4 5 24 8 E - 55 1 4'
36. S5 5 e46'E - 25. is'
37. S47EII'E - 62 .76'
Y-,E- N R /14 4 IV
0
f SG.5.
C SEA LEVEL
LOT 82
0. TZ ACRE
\ONT.
OT 83 71
ON DWG.
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GEOGRAPMC 3FATION
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r 0.61 ACRE'/
904
LOT 1111
0,56 ACRE E
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LOT 153 '1�
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15 -�9.65
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LOT 74 LOT 73
1,36 ACRES 1.01 ACRES 2.t �• �p)
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64 A: 108 7 14fDf
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LOT 75 4t�%;
80 ACRE
'6 30
Is
t
LOT 745
0 0.6 ACRE4. 01�
9
it
LOT 77 DUKE POWER COMPANY A=, 9
2 7 ACRES (THOMAS S. WILL IAMSON) 16.
LOT 78
1.24 ACRES
0%-
RZ NOTE: DUKE
POWER COMPANY TO CRESCENT LAND 8
T'lM
'i aEft CORP DEED BOOK 48I PAGE 91 CRESCENT LAND & TIMBER CORP
It DATED: MAY 1, 1969 8 DEED BOOK 584. PAGE 108 LAKE NORMAN
4. 14
{TIE LINE)
DATED FEB. 9, Isrs
1
SU L 0 NG SETBACK LINES ARE 25 FEET FROM MAP OF
X� ROAD RIGHT OF WAY, 50 FEET FROM CONTOUR RECREATION LOTS
ELEVATION 760, U.S.G.S SEA LEVEL DATUM SECTION 6
AND 10 FEET FROM SIDE LOT LINE,
S43efs,w LOTS 68 - 71, 73 -78. 80 a 82
3
1 .i3L,
HE) ALL STREET CORMER RADII ARE 20 FEET. DAVIDSON TOWNSHIP
PROPERTY L,ME DISTANCES ARE COMPUTED TO IREDELL COUNTY, N. C.
POINT OF INTERSECTION AT STREET CORNERS SCALE I"=100' NOV 26, '975
PROPERTY LINES SHOWN WHICH I. THE EDGE MISC. BOOK NO. 371 DWG.NO C. F. 6 -j
SOT OF LAKE NORMAN FOLLOWS CONTOUR Ez EVATIO1 0 Poo 200 300 400
760. ( U. S G S. SEA LEVEL DATUM ) "I _ - , 1
COYV 7. ON DWG. NO C. F 6 - Y -01� SCALE IN FEET 11 :

DON ALLEN & ASSOCIATES, P. A.
"Since 1971"
D
Commercial * Residential * Mortgage Surveys * Multi —Family
Construction Staking * Subdivision Design * Topographical
131 Crosslake Park Drive — Suite 102 * Mooresville * NC * 28117
[phone] [phone] Fax
I, certify that this map was drawn under my supervision from an actual
survey made under my supervision recorded in deed book 1456 - page 334 _ and/or
plat book 14 _, page-25 ___, 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 _ 27__, day of oCToeER__
-
A.D. 20_ 21 _
4%1i°rip
WILLIAM M. ALLEpi,����
SEAL
�.
760 CIX4TOJR LINE ^-
�� `\ /ACIUA_ fl-..lD SURVEY,
Q-
/ L
� t
IIr
LAKE NORMAN
d srnc I
ram, ^
LONG ^
I
CAMPSITE
k"
44 I d.
VICINITY MAP NO SCALE
CURVE RADIUS
LENGTH I CHORD I BEARING
N C1 214.52
52.46 52.32 N 8219 55 W
I C2 214.52
20.44: 20.43 S 87'56 01 W
LAKE NORMAN
�
030' 60' 100'
J
LOT 74 1 j
SCALE IN FEET
1.37 AC. s
a
LAKE NORMAN
ko `frn.
u
/
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s- ExlsnNO HOME
4
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REDAR A
rnI LOT 73
oNip�E �•
WILLIAM E.
LOT 75
RANSON, III
JOEL E.
1054/607
MARTIN, JR. N 12" r..YsreNE
3z
WALL
125912638
O Q LEGEND
� 0.
41 �> P.P. - POWER POLE
'a `''i,
m ❑ = DUKE POWER TRANS.
^ E.I.P.
,tL
- EXISTING IRON FOUND
¢
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(D I.P.S. = #4 REBAR SET
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R/W = RIGHT-OF-WAY
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.i�
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(TIE)�,
STONEMARKER ROAD
1) THIS. PROPERTY70 BE SUBJECT TO
ANY EASEMENT AND/OR RIGHTS -OF --WAY (GO' PUBLIC RIW)OF
2) AAREA COMPUTED BY THE COORDINATE PLOT P L A N SU R VEY
METHOD.
3) EI0511NG 7W & 761' CONTOUR ELEV-
ATION BASED ON LAKE NORMAN LAKE OF
2y
LEVEL AT COWAN'S FORD DAM (READING 206 STONEMARKER ROAD
ON 1O/28/21 ) ELEVATION: 7b1.9
Q0�
LOT 74 CRESCENT LAND & UMBER CORP. SECT.
SCALE 1" = 60' DAVIDSON TWSP., IREDELL CO.,
N.C. FIELD BOOK'
FILE. CLT 74 SS--9077
ACQUIRED BY: SALVATORE & DOROTHY DECARO
DC 11M,
TAX MAP NO- 4824293M
LINE
DIRECTION
DISTANCE
It
5 16'15'14" W
62.31"
L2
N 12'21 00 W
51.66'
L3
N 42'53 00 W
30.15'
L4
N 71'37 00" W
86.93 --
L5
N 08'16 00 W
47.90
L6
N OS'37 00" W
29.16'
L7
N 19'07'00" E
55.34'
LS
N 57'15'00" E
39.72'
L9
N 46'DO DO E
14.04
110
S 62'S4 00 E
35.17'
L11
S 32'10'00" E
83.86
L12
S 05'30'00 W
102.38
L13
S 51'21 00 E
120.04'
L14
S 45'48'00" E
55.14'
L15
S 55'46 00 E
25.18
L16
S 47'11 00 E
62.76'

8Al PM Sun May 7
:1-.. Sal -
cb
0
4 ST
4PT
b
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PROPOSM
BOX
0,
04
20% i
Done
�11V .1
WILLIAM M. ALLEbl,
IT I
760 CONTOUR LINE PER
AMuAL nEI.I.) SURVEY
Keep pump line between 50'
and 30'setback
LAKE NORMAN
1 �'bo
Ll
L10
Ll 1
Ll 2
VICINITY MAP
CURVE I RADIUS I LENGTH I CHORD
01 214.5252.46' 52-32' N
C2 214.52 20-44' 20.-43,
oh
Apo
Existi ici 6. e
Existin Line
Existm U
Last 10'
Sch 40 1
EXISMIG [IME
S
16*15'14'
W
62.31'
04 REBAR
LOT 75
JOE L E.
MARTIN, JR
125,9/2 638
38
N 12*21*00" W 51,66'
N 42*53'00" W 30.15'
N 71 *37'00' W 86.93
N 08*16'00 W —47.90
4 05-37'00" W 29.16'
- 99:34­
N 19*07'00" E
N 57*15'00- E
N 46*00*00* E 14.04'
S 62*54'00 a E 35.17*
S 3210'00" E 83.86
S 05*3'00" W 102.38'
S 51 *21'00* E 120,04-
V AG-A0'^^" r* Jr= 1-A
Drive
0 30'
SCALE I
LAKE Ni
W, existing
Well
0 1<
VJ
wh
RA.A
fo
crb — P.P.
r7 = DQK
UP. -
C.P.S.
R/W = (;H
M - W1 I