20170060 Ver 1_USACE Jurisdictional Determination_20210817

Strickland, Bev
From: Mairs, Robb L
Sent: Tuesday, August 17, 2021 4:47 PM
To: Hall, Christine; Snider, Holley; Jessica M Edmonds
Cc: Charles, Thomas P CIV USARMY CESAW (USA)
Subject: RE: [External] RE: Second request for additional info - Heritage Pointe Phase Three -
SWA 000104
Attachments: heritage_phase_I I_stream_calls_determinatioin_letter_carteret-feb. 2020.docx.pdf;
SAW-2015-0019680900275.pdf; pond .J PG
Hey Christine and Jessica,
This follows our discussion this a.m. The US Army Corps of Engineers did not claim this pond as jurisdictional. I was only
asked to assess the stream feature on the northern portion of site. Please see attached our letter assessment that was
done on this site.
Thanks, and feel free to let me know if you need any further assistance.
Robb
Robb Mairs
LPO Minor Permit Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
910 796.7301 office
[e-mail]
https://deq.nc.gov/about/divisions/coastal-management
127 Cardinal Drive Extension
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hall, Christine <[e-mail]>
Sent: Thursday, August 12, 2021 10:10 AM
To: Snider, Holley <[e-mail]>; Mairs, Robb L <[e-mail]>
Subject: FW: [External] RE: Second request for additional info - Heritage Pointe Phase Three - SWA 000104
Holley / Robb,
Do you have insight into the claims that Bobby is making regarding this feature? He claims a sketch was made on the
stream identification form, but we don't have that in our file. Was this feature looked and confirmed to not be surface
waters?
i

Christine Hall, PE
Wilmington Regional Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7339
Email: [e-mail]
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Jessica M Edmonds
Sent: Thursday, August 12, 2021 9:52 AM
To: Snider, Holley <[e-mail]>; Hall, Christine <[e-mail]>
Subject: RE: [External] RE: Second request for additional info - Heritage Pointe Phase Three - SWA 000104
Good morning Holley,
We don't have a sheet that shows this routing. This information was provided to us with through the narrative and the
addinfo responses. I have attached the site plan though in case this helps. Please let me know if you need anything else.
Thanks,
Jessica Edmonds, El
Environmental Engineer
Division of Energy, Mineral, and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7344
Email: [e-mail]
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
2

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Snider, Holley <[e-mail]>
Sent: Thursday, August 12, 2021 9:01 AM
To: Hall, Christine <[e-mail]>
Cc: Jessica M Edmonds <[e-mail]>
Subject: RE: [External] RE: Second request for additional info - Heritage Pointe Phase Three - SWA 000104
Good morning Ladies,
Do either of you have a drawing showing the routing of the untreated stormwater thru the wetlands? I would like to
forward Mr. Billingsley's email to our staff for further clarification. Thanks in advance.
Holley Snider .., ,><((((°>•..•.,,..><((((°>.•.-
Environmental Specialist 11
Division of Water Resources
North Carolina Department of Environmental Quality
Phone: [phone]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Hall, Christine <[e-mail]>
Sent: Wednesday, August 11, 2021 12:47 PM
To: Bobby Billingsley<[e-mail]>; Jessica M Edmonds
<[e-mail]>
Cc: Sams, Dan <[e-mail]>; Cole, Albert B <[e-mail]>; Snider, Holley
<[e-mail]>
Subject: RE: [External] RE: Second request for additional info - Heritage Pointe Phase Three - SWA 000104
Mr. Billingsley,
I do have to apologize. I intended to send this email to you back on July 26th as a response to your email on the same
day; however, I just now realized that I inadvertently left you off the email chain.
Again, my sincere apologies. Please let us know if you have questions or when further information can be provided.
Christine Hall, PE
Wilmington Regional Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7339
Email: [e-mail]
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
DEQf.)
3

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hall, Christine
Sent: Monday, July 26, 2021 4:35 PM
To: Jessica M Edmonds <[e-mail]>
Cc: Sams, Dan <[e-mail]>; Cole, Albert B <[e-mail]>; Snider, Holley
<[e-mail]>
Subject: RE: [External] RE: Second request for additional info - Heritage Pointe Phase Three - SWA 000104
Mr. Billingsley,
Item 1: Per 15A NCAC 02H.1003(1), high density developments are required to treat runoff either by runoff treatment
or runoff volume match as defined in .1002. The runoff conveyed to the primary SCMs, proposed wet ponds in this
instance, is considered untreated until it is discharged or infiltrated from the primary SCM. Vegetated swales or curb
outlets alone do not provide sufficient treatment from a high density development. Please discuss any concerns
regarding the interpretation of the wetland standards with Holley Snider and DWR (cc'ed).
Item 2: This item was intending to obtain further information about the other blue line features shown within the site
on the USGS map that appear to have been omitted or not covered under the provided documentation. Specifically, the
surface waters shown in the yellow oval below are the features we are concerned about.
Regarding your concerns mentioned in tiie final paragraph: These comments are based on a preliminary in-depth
completeness review to the extent allowed by the Fast Track ATC program. The submittal requirements outlined in
.1043(3) are necessary to provide enough information to support that the project, overall, will meet the rules and
requirements. Furthermore, the Division is required to take action within 30 days of receipt of the application and we
are doing our best to review projects as quickly as possible.
In an attempt to obtain a complete application and submittal package, two requests for additional information have
been sent on this project. To date, a complete package has not been submitted and we look forward to receiving more
information about these two outstanding items.
Christine Hall, PE
Wilmington Regional Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
4

Direct: 910 796 7339
Email: [e-mail]
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
DE
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Jessica M Edmonds
Sent: Monday, July 26, 2021 2:25 PM
To: Hall, Christine <[e-mail]>
Cc: Sams, Dan <[e-mail]>
Subject: FW: [External] RE: Second request for additional info - Heritage Pointe Phase Three - SWA 000104
From: Bobby Billingsley<[e-mail]>
Sent: Monday, July 26, 2021 2:18 PM
To: Jessica M Edmonds <[e-mail]>
Subject: [External] RE: Second request for additional info - Heritage Pointe Phase Three - SWA 000104
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jessica,
Regarding your item No. 1, as stated previously we are not directing untreated runoff into wetlands, and oversized wet
detention basins are to be installed prior to any site discharge. This is in compliance with the rule as evidenced by the
countless projects we have on file, permitted, and approved. Additionally, I have just now re -read the wetlands
standards documents and see no reason why this would be unacceptable.
Regarding your item No. 2, I have again included the documents received for the blue -line call done for this site. We
have included setbacks on the waters required as per this call.
We would like to know why evidently a "preliminary in-depth review", as stated in your letter, is being undertaken on
this submittal? The rule states that there will be a completeness review on the submitted documents. The Engineer &
Applicant have both certified that the project is in compliance and we have complied with your original request by
submitting more than the required documents as required by the Rule. The project is eligible as per section (1) and
more that the required documents from section (4) have been submitted. As of your latest request, we are 65 days into
a process that should've been within 30 days. So if the burden is on the Engineer & Applicant and the required
documents as per the Fast Track Rule have all been supplied, how have we not complied with the Rule and why do we
continue to receive RFI's on the last possible date?
Thanks,
Bobby Billingsley, PE
[e-mail]
ThomasEngi neeri ngPA.com
THOMAS ess 7983
ENGINEERING, PA
5

Phs. Address: 1316-B Commerce Drive
New Bern, NC 28562
Mail Address: PO Box 1309
New Bern, NC 28563
Office : 252.772.8011
Mobile: [phone]
Fax: [phone]
From: Jessica M Edmonds <[e-mail]>
Sent: Friday, July 16, 2021 3:51 PM
To: [e-mail]; [e-mail]; [e-mail];
[e-mail]
Cc: Hall, Christine <[e-mail]>; Snider, Holley <[e-mail]>
Subject: Second request for additional info - Heritage Pointe Phase Three - SWA 000104
All,
Attached is a pdf of the second request for additional information for the subject project. Please let me know if you
have any questions or concerns.
Thanks
Jessica Edmonds, El
Environmental Engineer
Division of Energy, Mineral, and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7344
Email: [e-mail]
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
o
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Ate Virus -free. www.avg.com
6

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
S. DANIEL SMITH
Director
Mr. Bobby Billingsley, PE
c/o Thomas Engineering, PA
PO Box 1309
New Bern, N.C. 28562
NORTH CAROLINA
Environmental Quality
February 10, 2020
Subject: Stream Determination # Carteret 2020-002
Proposed Heritage Subdivision Phase II, Newport, Carteret County
Shoe Branch, tributary to Newport River
Dear Bobby:
On February 6, 2020, at your request, Robb Mairs, NC Division of Water Resource (NCDWR) staff, and Creighton
Brown with NC Division of Energy, Mineral and Land Resources (NCDEMLR), conducted an on -site determination of
the existing stream at the proposed Heritage Subdivision Phase II. The enclosed topographic drawing depicts the on -
site feature, which was determined to be a perennial stream. This drawing has been signed and is valid for 5 years.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or other affected
parties that dispute a determination made by DWR or a delegated Local Authority may request a determination
by the Director. An appeal request must be made within sixty (60) calendar days of the date of this letter or
from the date the affected party (including downstream and/or adjacent owners) is notified of this letter. A
request for determination by the Director shall be referred to the Director in writing c/o Paul Wojoski, DWR 401
& Buffer Permitting Unit, 1617 Mail Center, Raleigh, NC 27699-1617.
This determination is final and binding unless you ask for a hearing within 60 days. The owner/future owners should
notify the Division (including any other local, state and federal agencies) of this determination concerning any future
correspondence regarding the subject property. This project may require a Section 404/401 Water Quality Certification
for the proposed activity. Any inquiries should be directed to Robb Mairs of DWR at 910.796.7303 and Tom Charles
of the U.S. Army Corps of Engineers at 910.251.4101 or [e-mail]. Please contact Robb
Mairs at 910.796.7303 or Robb.Mairs a(�ncdenr.gov if you have any questions or concerns.
Sincerely,
�DocuSigned by:
la1818 hairs
07E3C01E15644EC_.
Robb Mairs
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDWR
Enclosure: Supporting Maps and NCDWR Stream ID Form 4.11
Cc: Tom Charles, US Army Corps of Engineers, Wilmington Field Office - EC
Paul Wojoski, 401 Wetlands and Buffers Unit- LF
Christine Hall, NCDEMLR-Stormwater Section- EC
GeE
NORTH CAROLINA
f)epartmenl of Environmental Quality
North Carolina Department of Environmental Quality I Division of Water Resources
Wilmington Regional Office 1127 Cardinal Drive Extension Wilmington, North Carolina 28405
910.796.7215

A
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UPDATE
11
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GENERAL NOTES
1. I, HERBERT J. NOBLES, JR, CERTIFY THAT THIS
A SURVEY OF WETLANDS ON AN EXISTING PARCEL
LAND AND DOES NOT CREATE A SUBDIVISION
2. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
MEASUREMENTS, NO GRID FACTORS APPLIED.
3. DEED REFERENCE: DB 986, PG 327
4. PLAT REFERENCE : MB 30, PG 187
MB 30, PG 130
5. PORTIONS OF THIS PROJECT SCALE WITHIN ZONES
"SHARED X", AND "AE", AS PER DIGITAL FLOOD
INSURANCE RATE MAP NUMBER 3720633800J, DATED
JULY 16, 2003. THIS REPORT IN NO WAY SUPERCEDES
THE ABOVE REFERENCE F.I.R.M.
6. THIS SURVEY IS FOR WETLANDS DELINEATION,
WATERS OF THE U.S. DELINEATION, AND
NON -JURISDICTIONAL WATER DELINEATION ONLY,
IS NOT FOR BOUNDARY PURPOSES./
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WETLANDS SURVEY
- WATERS OF THE U.S.
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE (5) YEARS FROM THIS DATE. THE UNDERSIGNED COMPLETED THIS DETERMINATION
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DELINEATION MANUAL. •'
CHARLES"THOMAS.P,12885 Digitally signed by CHARLES.THOMAS.P.1288547196
REGULATORY OFFICIAL: DN:c=U,enCH
- WETLANDS
I HERBERT J. NOBLES, JR., CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
FOR
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TOWN OFNEWPORT CARTERET COUNTY, NORTHCAROLINA
ISOLATED
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DATA TABLE
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SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN MAP BOOK 30, PAGE 187: THAT THE RATIO OF
PRECISION AS CALCULATED IS 1: 15000: THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED, WITNESS MY NAL AIe
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SIGNATURE, REGISTRATION NUMBER AND SEAL THIS2 r' DAY OF '
A.D., 20 6.
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nrcE 471 96 Du=U201cnCHARL22.T2-04 0P.1288547196CONNER
Date: 2016.06.03 13:2222-04'00'
W, LLC
200 DIAMOND COVE
NEWPORT,NC 28570
DATE:
HERBERT J. NOBLES, JR.- PLS# L-2703
USACE ACTION ID NO.: SA 15-00195
SCALE 1- , 300
DATE : 01l25/2016
PROJECT 1': 2014_012
SHEET : 1 of 2

WETLAND LINE DATA
L#
BEARING
DISTANCE
W 1
N32° 00' 14"W
23.89'
W2
N00° 08' 25"W
28.20'
W3
N21 ° 19' 51 "E
24.24'
W4
N21 ° 11' 10"E
44.19'
W5
N13°19'53"E
40.92'
W6
N26° 02' 18"E
51.96'
W7
N10° 31 ' 03"E
44.29'
W8
N08° 31' 36"E
30.11'
W9
N16° 13' 32"E
58.56'
W10
N22° 16' 00"E
70.35'
W11
N10°13'48"E
55.5T
W12
N17° 06' 44"W
28.74'
W13
N14° 14' 18"E
52.93'
W14
N26° 22' 23"E
16.68'
W15
N25° 46' 41 "E
56.94'
W16
S87° 53' 25"E
39.58'
W17
S80° 21' 58"E
36.94'
W18
S12'44'24"W
49.74'
W19
S24° 32' 30"E
42.59'
W20
S17° 41' 07"E
54.33'
W21
S26° 01' 47"E
40.77'
W22
S29° 01' 11 "W
42.87'
W23
N84° 10' 49"W
50.13'
W24
N80° 51' 28"W
53.52'
W25
S01 ° 10' 51 "W
46.92'
W26
S 14 ° 52' 32 "E
31.54'
W27
SO4°25'43"W
48.80'
W28
S84° 32' 55"W
40.75'
W29
S21 ° 29' 06"E
69.84'
W30
S33° 23' 51 "E
14.72'
W31
S27° 20' 52"E
43.11'
W32
S25°18'25"E
51.10'
WETLAND LINE DATA
L#
BEARING
DISTANCE
W33
S70° 22' 45"W
34.85'
W34
S31 ° 58' 09' W
37.93'
W35
N25° 57' 38"W
44.71'
W36
N33° 00' 38' W
32.15'
W37
S50° 12' 48"W
36.96'
W38
S14'21'07"W
37.20'
W39
S51° 10'01"W
21.02'
W40
S37" 01' 59"W
30.40'
W41
S38° 01' 10"W
25.76'
W42
N32° 24' 34' W
44.45'
W43
N64° 58' 12'W
27.93'
W44
N00° 34' 2TW
38.42'
W45
N44°30'28"E
27.57'
W46
S66° 41' 11 "E
38.94'
W47
SOO° 23' 43' W
56.6T
W48
SO8' 20' 57'"W
35.71'
W49
NOO° 02' 5T'E
45.56'
W50
N84 ° 25' 50"E
36.56'
W51
S13° 40' 36"E
26.00'
W52
S37° 26' 50"W
34.08'
W53
N81 ° 38' 34' W
22.09'
W54
S03° 02' 48"E
46.88'
W55
S03' 02' 48"E
46.88'
W56
S31 ° 58' 01 "W
50.08'
W57
S64° 08' 34"W
39.93'
W58
580' 09' 38"W
37.08'
W59
S19° 43' 47"W
44.52'
W60
S73° 59' 43"W
38.36'
W61
N43° 16' 59'W
32.40'
W62
N39° 53' 30' W
28.04'
W63
N45° 21' 15' W
27.79'
W64
N65° 58' 14'W
43.19'
WETLAND LINE DATA
L#
BEARING
DISTANCE
W65
S01 ° 08' 06"E
37.56'
W66
S27° 09' 23' W
54.91'
W67
N53° 24' 02'W
32.45'
W68
N44' 43' 20' W
83.57'
W69
N59° 41' 41 "W
38.89'
W70
N41 ° 57' 46"E
31.03'
W71
N24°19'09"E
29.60'
W72
N09' 40' 27"W
47.82'
W73
N25°29'28"E
34.21'
W74
N59° 59' 10"W
28.70'
W75
N19° 20' 18"W
32.35'
LW76
N05° 32' 36'W
24.99'
W77
N19' 13' 02"E
39.33'
W78
N21 ° 00' 04"E
20.51'
W79
N07° 35' 49"E
41.68'
W80
N05°20'08"E
40.28'
W81
N04° 50' 45"W
47.97'
W82
NO1°32'12"E
38.03'
W83
N 14 ° 01 ' 24 "W
40.62'
W84
N24*22'25"E
43.88'
W85
N 19 ° 24' 59"E
41.06'
W86
N28°28'21"E
32.26'
W87
NO2° 40' 39"E
71.27'
W88
S61 ° 22' 11 "E
70.84'
W89
S25° 48' 41 "W
55.21'
W90
S 12° 57' 26"W
45.85'
W91
S23° 15' 36'W
57.62'
W92
S02°13'52'W
60.08'
W93
S18° 25' 41 "E
41.95'
W94
S09° 24' 35"E
59.93'
W95
S21 ° 51' 17"E
40.38'
W96
S29° 26' 53"W
17.84'
WETLAND LINE DATA
L#
BEARING
DISTANCE
W97
N77° 57' 16'W
38.77'
W98
N89° 38' 48'W
41.02'
W99
N78° 54' 50' W
39.66'
W100
N34° 43' 06'W
66.89'
W 101
N35° 48' 57"E
34.80'
W102
N71 ° 56' 19"E
38.31'
W103
N56° 14' 09"W
35.13'
W104
N30° 07' 52'W
22.62'
W105
N31 ° 10' 54'W
21.02'
W106
N08° 07' 37"E
29.39'
W107
N76° 22' 06"E
24.86'
W108
1487°44'29"E
17.20'
W109
S86 ° 28' 22'E
40.36'
W110
N85°45'27"E
20.59'
W111
S19°58'10"E
21.78'
W112
S83°25'38"E
24.04'
W113
S01°03'54"E
18.19'
W114
S83° 29' 55'W
43.22'
W115
S05° 46' 06"W
42.61'
W116
S 03 ° 09' 23 "E
34.43'
W117
SOO° 28' 35' W
32.35'
W118
S27 ° sr 11' W
44.18'
TRIBUTARY LINE DATA
L#
BEARING
DISTANCE
T1
S47° 49' 57"E
142.44'
T2
S47° 49' 57"E
142.44'
T3
S47° 23' 46"E
74.27'
T4
S43°43'58"E
52.10'
T5
S33° 27' 21 "E
25.55'
T6
S27° 55' 03'E
52.9T
T7
S22° 56' 17"E
153.11'
T8
S28°46'04"E
116.88'
T9
S17° 10' 34"E
119.96'
T 10
S08° 36' 39' W
150.46'
T 11
SO4° 22' 40"W
149.62'
T12
S07°02'55"E
55.32'
T13
N15° 07' 42"W
93.01'
T14
N 11 ' 03' 59 " W
57.25'
T15
1405' 42' 09'W
142.21'
T16
NO1' 38' 42'W
91.84'
T17
N04' 11 ' 55"W
67.20'
T18
NO3°29'54'W
291.65'
TRIBUTARY LINE DATA
L#
BEARING
DISTANCE
T19
N69 ' 25' 07"E
159.95'
T20
N72° 15' 14"E
188.54'
T21
N69'14'40"E
234_46'
T22
N69° 17' 19"E
88.82'
T23
N68°43'24'E
166.27'
T24
N69°43'46"E
186.25'
T25
S77°54'53"E
126.56'
T26
S82°24'04"E
64.73'
T27
S86°35'26"E
50.99'
T28
N43° 21' 3T'E
36.38'
T29
N11'38'24"E
298.50'
T30
N86° 33'24"E
45.51'
T31
N82° 06' 19"W
226.37'
T32
S79°54'51"E
190.47'
T33
S85'24'05"E
123.30'
T34
S81°52'47'E
183.23'
T35
S82° 11' 10"E
260.96'
TIE LINE DATA
L#
BEARING
DISTANCE
LI
N83° 24' 38"W
636.54'
L2
S06° 19'48"W
281.58'
L3
S74' 37' 12'W
486.22'
L4
S78° 33' 30'W
653.61'
L5
521 ' 36' 24"W
33.54'
16
N63° 00' 27"E
98.17'
L7
S89"21'38"E
55.28'
L8
N07°55'43"W
85.53'
L9
$64°35' 12"W
63.67'
SF
AC
L4
Ws
T#
TYPICAL ELEMENT SYMBOLOGY
WATERS OF THE U.S.
WETLANDS
ISOLATED WETLANDS
- EXISTING 'MAC' NAIL
TIE LINE
- SOUAREFEET
ACRES
TIE LINE DATA TABLE
WETLANDS DATA TABLE
- TRIBUTARY DATA TABLE
US ARMY CORPS OF ENGINEERS CERTIFICATION
'THIS CERTIFIES THAT THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF
THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE (5) YEARS FROM THIS DATE. THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S. ARMY
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
REGULATORY OFFICIAL:
TITLE:
DATE:
USAGE ACTION ID NO..
SURVEYOR'S CERTIFICATION
1, HERBERT J. NOBLES, JR. , CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION FOUND IN MAP BOOK 30, PAGE 187; THAT THE RATIO OF
PRECISION AS CALCULATED IS 1: 15000. THAT THIS PLAT WAS PREPARED fN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY 01yG!NAL
SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 7 DAY OF
A.D., 2016
HERBERT J. NOBLES, JR. - PLS# L-2703
WETLANDS SURVEY
FOR
CONNER-W, LLC
TOWN OF NEWPORT CARTERET COUNTY, NORTH CAROLINA
OWNER
CONNER-W, LLC
200 DIAMOND COVE
NEWPORT. NC 23570
SCALE: N.T.S.
DATE : 01/25/2016
PROJECT If: 2014 012
SHEET : 2 of 2

)1.saw.ds.usace.army.milVd_storage\PDFFILES\SAW-2015-0019680850613.PDF
- 0
e SAW-2015-0019680850613.... X L.
areas and review and approval by the US Army Corps of Engineers is recommencec prior
to specific site planning. USACOE reviewed tract on 11-18-2014 for preliminary approval.
44(
4