20161236 Ver 1_Approval Letter_20170705

Water Resources
Environmental Quality
July 5, 2017
Mr. Thomas D. and Mrs. Julie M. Gardner
44 Ford Avenue
Wharton, New Jersey 07885
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
DWR Project # 2016-1236
Chowan County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL
CONDITIONS
Lots #30 and #31, Osprey Drive, Albemarle Shores subdivision — retaining wall,
bulkhead, pier, platform, dwelling, pool, deck, fill
Dear Mr. and Mrs. Gardner:
You have our approval for the impacts listed below for the purpose described in your application
received by the Division of Water Resources (Division) on December 12, 2016, with final
additional information received on June 30, 2017. These impacts are covered by the attached
Water Quality General Certification Number 4097 and the conditions listed below. This
certification is associated with the use of Regional General Permit Number 291 once it is issued
to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal,
state or local permits before proceeding with your project, including those required by (but not
limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed
regulations.
This approval requires you to follow the conditions listed in the enclosed certifications) or
general permit and the following additional conditions:
1. The following impacts are hereby approved, provided that all the other specific and
general conditions of the Certification are met. No other impacts are approved, including
incidental impacts. [15A NCAC 02B .0506(b)(c)]]
Type of Impact
Amount
Amount
Plan
Approved
Approved
location/
(units)
(units)
Reference
Permanent
Temporary
Attached
404 Wetlands
0.34 (acres)
0 (acres)
Sheet 1 of 1
Shallow water bottom fill
0.01 (acres)
0 (acres)
Sheet 1 of 1
Open water shading
0.02 (acres)
0 (acres)
Sheet 1 of 1
n TUot ir�g Compares:
State of North Carolina I Environmental Quality I Water Resources -Water Quality Regional Operations Section -Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481

Thomas and Julie Gardner — Osprey Point
DWR# 2016-1236
401 APPROVAL
Page 2 of 3
2. Water Quality Certification
The proposed project must comply with all the conditions of the General Water Quality
Certification(s) 4097. [15A NCAC 02B .0507(c)]
Continuing Compliance
3. During construction of the proposed project, fueling, lubrication and general equipment
maintenance should not take place within 50 feet of a waterbody or wetlands to
prevent contamination by fuel and oils. [15A NCAC 02H .0506 (b)(3) and (c)(3) and 15A
NCAC 0213 .0200 (3)(f)]
4. This approval and their conditions are final and binding unless contested. [G.S. 143-215.5]
These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH
filing fee is received in the OAH during normal office hours (Monday through Friday between
8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS,
FedEx, etc.):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285

Thomas and Julie Gardner — Osprey Point
DWR# 2016-1236
401APPROVAL
Page 3 of 3
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Rules.
Please contact Chris Pullinger at 252-948-3922 or [e-mail] if you have any
questions or concerns.
Sincerely,
W��t
Robert Tankard, Assist nt Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Enclosures: GC 4097
Certification of Completion
cc: Raleigh Bland, USACE Washington Regulatory Field Office (via e-mail)
Lynn Mathis, DCM WaRO (via e-mail)
Gregg Bodnar, DCM Morehead City (via e-mail)
George Wood (via e-mail: [e-mail])
DWR WaRO 401 files
Laserfiche

(PRIOR TO CONSTRUCTION)
UPLAND AREA & WETLAND AREA CALCULATIONS
UPLANDS ON ROADSIDE OF WETLANDS = 1.262 ACRES
y YEOPIM RIVER UPLANDS ON SOUNDSIDE OF WETLANDS = 0.735 ACRES
Z
� WETLANDS 1.968 ACRES
J+
¢ U-STE
0
POINT R0. OSPREY DRIVE
I, NICHOLAS M. RACKLEY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION FROM THE DEED DESCRIPTION RECORDED IN D.B. 475, PG. 738 & D.B."`�1111j`��••••
LINE TABLE
475, PG. 741; THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
CAP
`` / •�
AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL TH15 30TH DAY OF JUNE, AMM
Q�
�`' O r' ESS("•.•1'
py•
SECTION A
2 f�pF 9
°0 SEAL
I, NICHOLAS M. RACKLEY PLS -5062. CERTIFY,
L-5062
VICINITY MAP
O
��ny
F(11) C. THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
�Qfgs
AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
M RPG.
ti� Qv ALBEMARLE SOUND /.......CROSS
LINE TABLE
LINE
DISTANCE
SECTION A
St' 42' 39"E
CROSS SECTION BPROPOSED
L2
VICINITY MAP
(TO BE DESIGNED BY OTHERS)
TOP OF PROPOSED RETAINING
L3
(TO BE DESIGNED BY OTHERS) DWELLING
NTS ,
WALL &DRIVEWAY
EXISTING GRADE-
/ '
���TTT'''
i
t
TOP
OF PROPOSED RETAINING
WALL
SS' 07' 16'W
EXISTING GRADE '
L7
S59' 02' 23"W
I I I .,
LB
I
22.11
/ -
FILL AREA �i
r.
L10
o
( FILL AREA
1-11
S22' 53' 27"W
- -
L12
S17' 13' 33"W
4.12
L13
S17' 13' 33"W
40.16
L14
S30' 53' 45"W
39.18
L15
N75' 16' 37"W
25.83
L16
N43' 17' 15"W
J ( 9 +
WETLANDS
TO
REMAIN
,I
BOTTOM OF PROPOSED RETAINING WALL BOTTOM OF. PROPOSED RETAINING WALL
h % : R%�D
p /
PROPOSED BULKHEAD CROSS SECTION C
A NOW OR BROWN Wg1}I 71E BACKS (70 BE DESIGNED BY OTHERS) �PROPOSED PIER
r 4,/z✓/ / 1:.. D.B. 470, PG. 205
ti
A P.C. 1, SLD. 165A -D 70P OF PROPOSED BULKHEAD &PIER
EXISTING GRADE
(•Q ! / / P / JP / I Ilr' BACKFILL AREA _ cd
FOR BULKHEADING - I NORMAL WATER LEVEL
Q 4p ALBEMARLE SOUNDQ4yw
p / � 'r \ ll
CON
S
/ CONTROL / Q•P PROPOSED1 it 542. _ i� 1
CORNER ` / Q4, _ / \, CULVERTS i.
L / \ (2)-24"RCP BOTTOM OF PROPOSED BULKHEAD & PIER
AL
/ \ ILI �4 S• NO MORE
JI +��� °S• THAN 5'
1 - �..�SSs. 2.023 ACRES ti,
PROPOSED:"
-ILCULVERTS
� .\ X48 (2) -24 -RCP
AIL
PpAL 'L21'p O
�•:. 4
yppp ti �� PF.L / • ISI, O \\� B tiW f.22
1.942 ACRES
.10 -.\ PROPOSED RETAINING WALL
A � � L12 TIE BACKS (SEE NOTE 4)
IL 11
° 49,- �•! 1.11' WELL COVER
8 `L13
ENCROACHMENT
PROPOSED/S
SEPTIC PUMP �4,p. - 5.12' BULKHEAD
/ \ 29,` .` .' 'p TANK /SPE ENCROACHMENT
NOW OR FORMERLY "y'; ;,!.: ,• GPM'P i CONCRETE BARRIERS
OR FORMERLY
p INEGD
D.B. 34 L , Y v 1y TO BE REMOVED
/ 9, PG. 351
P.C. 1, SLD. 165A -D
4" ' S66' 02' 15'W
`'
5.94'
LINE TABLE
LINE
BEARING
DISTANCE
L1
St' 42' 39"E
13.28
L2
S32' 14' 35'W
32.26
L3
S30' 29' 43"W
30.09
L4
S2' 48' 55"W
15.02
L5
S46' 08' 21"E
7.90
L6
SS' 07' 16'W
22.06
L7
S59' 02' 23"W
28.45
LB
571' 20' 16"W
22.11
L9
S36' 20' 36'W
42.11
L10
S41' 15' 32"W
36.43
1-11
S22' 53' 27"W
15.30
L12
S17' 13' 33"W
4.12
L13
S17' 13' 33"W
40.16
L14
S30' 53' 45"W
39.18
L15
N75' 16' 37"W
25.83
L16
N43' 17' 15"W
54.00
L17
NIT 34' 13"W
54.24
L18
31.01
119
"W
14.99
L20
7"W
21.68
L21
U42'"W
7'E
9.63
L22
"W
8.63
L23
"W
37.67
L24
S17' IV 58"E
3&61
L21
S25- 12' 32'E
28.98
L26
530' 03' 15"E
45.30
L27
S15' 15' 02'E
27.31
L28
S6' 26' 31"W
24.50
L29 S27' 45' 47'W
36.85
PROPOSED/S
SEPTIC PUMP �4,p. - 5.12' BULKHEAD
/ \ 29,` .` .' 'p TANK /SPE ENCROACHMENT
NOW OR FORMERLY "y'; ;,!.: ,• GPM'P i CONCRETE BARRIERS
OR FORMERLY
p INEGD
D.B. 34 L , Y v 1y TO BE REMOVED
/ 9, PG. 351
P.C. 1, SLD. 165A -D
4" ' S66' 02' 15'W
`'
5.94'
`Y.:;';�>-.,r�•y'�b ��. .p ' p�F' 556' 54' 43"W
2.D'
' �90�61 8.23'
AL X��ry 576' 22' 44"W
C
rn� 2'0, 6.90'
�
A% �PQQ L
'.`
3'0• PROPOSED
554' 15' OB"W
15.58 55.87'��PIER
r1' 6 2.0'
1I Mho
554' 15' OB"W •
I I I 2.0 18.35' .:� .v
i 1 1
N88' 12' S0"W `•?
PROPOSED BULKHEAD S54' 36' 40"W ,
50.14'
TIE BACKS (SEE NOTE 4) f 3824• !
572'05'-00"W ?�
60.16'
?9i 1 SPARSE SUBMERGED cG;
SHORELINE AQUATIC VEGETATION
SURVEY LINE 30"W (,MfhT
6-19A 2015) 2&05'8
.
ALBEMARLE SOUND
LEGEND
® PROPOSED WELL WATER DEPTH (9-8-2016)
WETLAND SYMBOL - - FEMA FLOOD ZONE LINE
O SET IRON REBAR ____________________ SETBACKS AS NOTED
O EXISTING IRON REBAR--^^-------------- PROPOSED BULKHEAD &RETAINING WALL
• CALCULATED POINT
ADJOMERS EXISTING BULKHEAD
PROPERTY LINE -
- PROPERTY
\
43"E
27.82'
Nome%**
LUINAGEWMAMMISMON
NOTES:
1.)
ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
2.) AREA COMPUTED BY USING COORDINATE METHOD.
3.) THE PROPERTY IS LOCATED IN FLOOD ZONE "AE (6)" AND 'SHADED X',
AS SHOWN HEREON, AND AS SHOWN ON FLOOD MAP PANEL
SUBJECUBJEC6400K, DATED OCTOBER 16, 2008. (FEMA FLOOD ZONES ARE
ST TO CHANGE).
\^ A
4.) PROPOSED RETAINING WALL TIE BACKS & SHORELINE BULKHEAD TIE
BACKS ARE TO EXTEND ALONG THE ENTIRE LENGTH. THEY ARE NOT
SHOW THE ENTIRE LENGTH HEREON FOR THE PURPOSE OF CLARITY.
5.) LAST FIELD WORK WAS DONE OCTOBER 12. 2016.
GRAPHIC SCALE
CURVE TABLE
50 0 30 60 120 240
CURVE
ARC LENGTH
RADIUS
TANGENT
DELTA
CHORD BEARING
CHORD LENGTH
Cl
28.61'
35.00'
15.16
66'50'06'
N53'05'
( IN FEET )
1 inch = 60 ft.
`Y.:;';�>-.,r�•y'�b ��. .p ' p�F' 556' 54' 43"W
2.D'
' �90�61 8.23'
AL X��ry 576' 22' 44"W
C
rn� 2'0, 6.90'
�
A% �PQQ L
'.`
3'0• PROPOSED
554' 15' OB"W
15.58 55.87'��PIER
r1' 6 2.0'
1I Mho
554' 15' OB"W •
I I I 2.0 18.35' .:� .v
i 1 1
N88' 12' S0"W `•?
PROPOSED BULKHEAD S54' 36' 40"W ,
50.14'
TIE BACKS (SEE NOTE 4) f 3824• !
572'05'-00"W ?�
60.16'
?9i 1 SPARSE SUBMERGED cG;
SHORELINE AQUATIC VEGETATION
SURVEY LINE 30"W (,MfhT
6-19A 2015) 2&05'8
.
ALBEMARLE SOUND
LEGEND
® PROPOSED WELL WATER DEPTH (9-8-2016)
WETLAND SYMBOL - - FEMA FLOOD ZONE LINE
O SET IRON REBAR ____________________ SETBACKS AS NOTED
O EXISTING IRON REBAR--^^-------------- PROPOSED BULKHEAD &RETAINING WALL
• CALCULATED POINT
ADJOMERS EXISTING BULKHEAD
PROPERTY LINE -
- PROPERTY
43"E
27.82'
T 1 G
•':!
EXTENSION
PROPOSED WETLAND FILL AREA
-------------------
PROPERTY LINE FADED FOR CLARITY
JJy
- -
RIGHT OF WAY LINE
PROPOSED CONCRETE
- - - - - - - - -
-PROPERTY TIE LINE
- - - - - - - - -
- - 604 WETLAND LINE
!✓ PROPOSED PATIO
��O�Nt�V�NN NN
I a'-<vnm
�oiipllil 11
avl m,n em
zzzzzzzzz z
a a¢aa aa¢¢zd¢
n.aaaa. 6.66666