20201350 Ver 1_Meeting Request Review_20200930

ID#* 20201350
Version* 1
Regional Office* Wilmington Regional Office - [phone]
Reviewer List* Robb Mairs
Pre -Filing Meeting Request submitted 9/30/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Dana Lutheran
[e-mail]
Meridian
Acquisition Holdings
Brunswick
Street Address
5315 South College Road
Address Line 2
Suite E
aty
Wilmington
Rbstal / Zip Code
28412
Is this a transportation project? * r Yes r No
State / Frovince / Region
NC
Country
United States
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit F Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Robb Mairs
Please give a brief project description below.

The project is a single family subdivision and requires at least 3 road
crossings to facilitate access to the lots. There is an existing JD (see
attached), for this property, but we will need a stream determination.
Please note, the attached is the preliminary plan. The new plan, which I do
not have a copy of, does not include the main access road extending over
the large stream system. They have removed this impact.
We will be submitting for a NWP 29, in the very near future.
Please call me to arrange a meeting. 910-228-1841
Please give a couple of dates you are available for a meeting.
10/5/2020
10/6/2020
10/7/2020
10/8/2020
10/9/2020
Please attach the documentation you would like to have the meeting about.
Avalon II Meridian Tract B Signed Map
592.96KB
111815.pdf
Meridian Forest Preliminary_Plan_3-26-20.pdf 1.69MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
"1171
Submittal Date 9/30/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2006-41723 County: Brunswick U.S.G.S. Quad: NC- Lockwoods Folly
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Meridian Land Holdines LLC
208 Bates Retreat
Hampstead, North Carolina 28443
Anent: David Scibetta
Southern Environmental Group, Inc.
5315 South Colleee Road, Suite E
Wilmineton, North Carolina 28412
Size (acres) 45.305 Acres Nearest Town Supply
Nearest Waterway Lockwoods Folly River River Basin Lumber
USGS HUC 03040208 Coordinates Latitude: 33.9984 N
Longitude:-78.2065 W
Location description: The review area is comprised of mrcel 1850002101 located on the north side of NC Highway
211 across from Deer Trot Road, near the town of Supply, Brunswick County, North Carolina. The review area is
limited to the tract identified as "Tract B" on the attached survey titled "404 Jurisdictional Boundary Survey of Tract
B, Avalon Land II" dated July 17, 2015.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ There appear to be waters, including wetlands, on the above described property, as depicted on the attached exhibit, that
may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344). This preliminary jurisdictional
determination may be used in the permit evaluation process, including determining compensatory mitigation. This
preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting
the Corps district for further instruction
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
Page 1 of 2

X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
identified below. Unless there is a change in the law or our published regulations, this determination may be relied upon
for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Kyle Dahl at 910-251-4469 or
Kyle.J.Dah]Ausace.armv.mil.
C. Basis For Determination: The site contains features that meet the wetland criteria identified in the 1987 Corps
Delineation Manual and appropriate regional supplement that are considered iurisdictiona1. The site also contains
features with an OrdinaEl High Water Mark that are considered 4urisdictional as well. The enclosed survey titled
"404 Jurisdictional Boundary Survey of Tract S Avalon Land 11" dated July 17 2015 accuratel de icts the extent
of on -site jurisdictional wetlands and other waters.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 1/18/2016
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date: November 18, 2015
Expiration Date: November 18, 2020

f O'ii'II ICA` [ON 0 F AI A'nNIS'rRATIVE APPEAL OPTIONS AND PROCESS ANO
R APPEAL .'
Applicant: Meridian Holdings, LLC File Number: SAW-2006-41723
Date: November 18, 2015
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
®
APPROVED JURISDICTIONAL DETERMINATION
D
❑
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identities your rights and options regarding an administrative appeal of the above decision.
Additional information may be f0L111d at btip-//www.usace.ariny.niil/Missions/.CiviI a ProramandPermits.as :x-or
Coms regulations at 33 CFR.Part 331.
A: INITIAL PROFFERED PERMIT: You may acceptor object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPE , r OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT .QF.CONTACT FOR QUESTIONS OR INFORMATION;
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Kyle Dahl
CESAD-PDO
[phone]
U.S. Army Corps of Engineers, South Atlantic Division
[e-mail]
60 Forsyth Street, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to partici2ate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Kyle Dahl, 69 Darlington Ave., Wilmington, NC 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

I, VERNON DEREK DANFORD, CERTIFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVSON:
DESCRIPTION AS SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED BY COMPUTER _
IS 1:10,ODO+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN LINES PLOTTED FROM
INFORMATION REFERENCED; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH "THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA"; WITNESS MY ORIGINAL SIGNATURE, LICENSURE
NUMBER ANDTH 17TH _ DAY __ LY __.- A.D. 2015. I
Vl •
VERNON DEREK DANF RD AF2��
�! '��� ---Yf • ♦ , • `
N.C. PLS No. L-4528 .��+�� � J�i�i + • •
=&f_ssi� •
S E A L — •
�J { L.-4528 ti • •
{� ••• •
lJlliff I + •
"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, THE 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. "
SIGNAATTUrR,E�OFA. S. ARMY CORPS OF ENGINEERS OFFICIAL
DATE
NOTES ' ' • ' ♦ ' • '
1. THIS TRACT IS LOCATED IN ZONE X
PER FRIS ON FIRM MAP NUMBER . • •
# 3720203800 J +
DATED: JUNE 2, 2006
2. THIS TRACT IS SUBJECT TO ALL
N6f
EASEMENTS, RESTRICTIONS, OR la"'
COVENANTS OF RECORD. ACCESS AND UTILITY EASEMENT
3. WETLANDS WERE DELINEATED BY (WIDTH VARIES)
DAVID SCIBETTA WITH SEGi, MB 3A PG 79 ��
SOUTHERN ENVIRONMENTAL GROUP, INC.
-------------
00
10 X 70 r�
\ SUPI 1 + SIGHT
TRIANGLE CO
Coo SijBDn�_
40021/2 OLEANDER DRIVE
DANFORD JJ y 77nyL31•
SUITE203 \ �T Y. C29 C�
WILMINGTON. NC2B403 J`� Sii Q` K1j$S ��Cj•] ••p05•
&ASSOCIATES L29
FOLAND SURVEYING, P.C. PHONE[phone]
3
r At C. k �yyd 4 �hn
Y 10 X 70 `: 2%/ Wfl
404 JURISDICTIONAL BOUNDARY SURVEY OFSi
TRIANGLE
TRACT B
AVALON LAND II, LLC DIVISION f f
PARCEL ID 11850DO2101 DEED BOOK 2895 PAGE 875 MAP BOOK 36 PAGE 76
LOCKWOOD FOLLY TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA ► / / �`
286
285 AVALON OF T
284 CAROLINAS
\� MB 45 PG 86
7-
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10 M
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LOCATION MAP
CV
,5
NOT TO SCALE
1502-
Lennon SITE
Crossroads
CONNECT TO EX 3' LP \SSFwI STUBOUT\A
I
, l i I PARAMOUN TE SUB.
CONNECT TO EX 8. WATER MAIN N/F D.R. HORTON INC;ZONE R6000
1
USE VACANT �0 P� \$l
PID 18500021
10 FT PER ACCESS EASEMENT �
17 2 / 1504 \ \ \ 11 ` V a67 ACRES ACTIVE OPEN SPACE-
/ F
T*l
10'
WINDING `�� . l . \ / , , i / 11,7073E —� 1 �\ _ \ a• 4 I I \ \ \
\ 0.27 ACRES
RIVER �. . / .. . . . . . . . / , — l / / j / 40/ j 'L %9 / 1 s416 w w%—
. . . . ! . J \ / �l / 1 3B.44 65.94
\. --i -/ / � .I 11,0613E ./ 3�, \ \ h/� I � �f � 1
11, 061 SF 0.25 ACRES I /
\ 0.25 ACRES 1 81478SF / \ O�RO�
( 1 1 \ II 1 1 1 \
_ _� _ _ /- / / / 11,061SF / 19 ACRES o \ 3 ^ �° 1\D INC
LEGEND
EXISTING BOUNDARY
- - PROPOSED LOXINE
W PROPOSED WATERLINE
— Fm Fu — PROPOSED LOW PRESSURE SEWER
WETLANDS
+ + + + PASSIVE OPEN SPACE
BOUNDARY anif TABLE
CURVE
DELTA
TANGENT
RADIUS
CI BARING
COW
C18
5031'11'
81.39
17250
S80107'16'W
147.22
C19
13'S227'
3924
322.50
N6740'55'W
77.90
C20
197416'
47.03
277.50
N7021'491Y
9274
C21
44210i'
1324
322.50
N77V57'W
26.45
C22
8213'S6'
21.82
2500
S6336'06'W
3288
C23
756'26'
17.70
25500
S2627'21'W
3s31
C24
3229'46'
94,72
325.00
S46'40'27'W
181.87
C25
562324'
181.60
325.00
S24'52'119Y
317.06
C26
7120'28'
197.42
27504
S304542'W
320.76
C27
51V0'09'
107.33
22500
S40'56'01'IY
19,174
C28
25V2'28'
51.08
23,00
S023443'W
an
C29
25V2'28'
Ju31
1,%00
W-4'4"
6104
BOUNDARY LINE TABLE
LINE
LENGTH
BEARING
L19
39.29
S54*51'45"W
L20
77.39
N7437'OS'W
L21
77.92
N6044'41'W
L22
56.72
S7958'57E
L23
4Z29
S75I6'56"E
L24
160.69
S3025'34'W
L25
201.30
S6255'20'W
L26
9a93
S60'40'37'W
L27
220.82
S6626'05'W
L28
9Z86
Si525'57"W
L29
79.14
Si525'57"W
L31
1261
S09'36'31"E
. / 43 0.25 ACRES / 1 a '
10, 875S \ \ \ \� ( o l 0.12, 51S ES / l /� 0.27 ACRES ' U S *ACW I I
i S FT SIDEWALK 8,6833E �, / 9,0093E ID j18�EA082 /
0.25 ACRES \ 0.20 ACRES �4jr 0.21 ACRES
_
44 ( \ \ �61.08 60.0866.0�' a
_ /_ PROP. 2' LPSS FM / / / 9,113SFoa S� 39nL
0.21 ACRES �/ / / �, / /N/F-
/PROP. 8' WATER MAIN / \ poa , / / PROP. 3' LPSS fM `°Ba Jl _ � R/ HpRTON INC-
\\ \` --- 45 9\� 6 / / /ZON R6000 \ \ \
11,925SF / - - / �12 / 12,7373E _ - , U�: VACANT
g l \ �0.29ACRES` \\
27 ACRES 6 �/ PI185EA081
\ / / 47 \ / / 12, 507SF / / i o V , \
PARAMOUNTE SUB. / F / 11, ACC 0.29 ACRES 1 / 12,7373E / AVALON SUB \
\ � � 9,000SF �' 46 01 / 0.26 ACRES � � �/ � 0.29 ACRES e , � • \ �
\/ N/� D.R. HORTON INC: / 6 9 l 0.21 ACRES 11, 289SF \ / ; ' / 1� 00 PROP. FIRE HYDRANT �� [y R RTO N INC \ \ \ 0 2 \ \
_ / 9,000SF ti / d
ZONE R6000 49l \ 0.26 ACRES 2 � 3ry / �' � � _
21 ACRES - \ / - / / / Zf�NE: R6000
USE VACANT •� h1 // 8,228SF \ v 12,739SF -USE: VACANT J
- ( PID # 18500021 - / 8, 931 SF I \o 89 12, 0063E I I `0.19 ACRES _[\_ 2, \ 'p/
so .21 ACRES P J/� 0.28 ACRES /20.29 ACRES PID: 185EA079
- 12,015SF OG \> / _ 5 FT SIDEWALK
0.28 ACRES \ 8,2283E - _ ._ �
- / >� 6p 00 / R` R0� I \ �� 0.19 ACRES / \ / \
PROP FIRE HYDRANT 34 _ 15,0043E N/F�
/ 1 �ry 0 - �J P /\ 2 \ 3 / /�^� / _ ! \ 0.34 ACRES / D R ,h101�T0 N INC G�
'LONE: R6000
51 - - j QR \ \� T•� 12,8523E 8,228SF �` USE: VACANT
F 0.30 ACRES- `� - / / / Q• /�
12,2393E \� �p5 ``�V 60 �� \ / 0.19 ACRES O �\ / \ /8 PID #: 185EA078 \
0.28 ACRES �`� /. - 3 / / /��, / -/- �� J°� 150603E
31 \ \ 12 5373E l �j Cw 1 0.35 ACRES
h� 14,842SF \ \ \ 0.29 ACRES 8,2293E �/ b'� I -J O`i� \\ o /
/ 0.19 ACRES
\ \ \ \ 52 _ - _ O.34 ACRES - - _ �' /
\� \/\ \\ \\ \ \ \ \ 13,245SF _l) \ 11,357SF 8507SF\ �� / /^?�' �(OC�, �/ 9 I N/F \
.� . \ \ \ 0 113,279SF _ _ - 0.2- ACRES 5�/ j oo I J \ �26 R HORTON INC
/ �� ` \ 1 \ \ \ \ 0.30 ACRES �, -r 0.30 ACRES �� / 20 ACRES < \ 16, 0433E T ZONE: R 6000 \
\ I _ - / / Q 0.37 ACRES J
J
\ \ \ �1• \\ \ / USE: VACANT /
/. . . . �` \ \ \\ \=16829- _ - - / ��\ / 9,0463E `� \ ' PID #: 185EA077
- /
/ - \ \ \ \ \ PROP. 4' WATER MAIN / 29 / /s�� / 25 0.21 ACRES / 10
- \ \ \ \ V \ 12,837 / / ,
�'L \ \- \ - \ 3� 10.29 ACRES 0� / 2 9,2993E �/ /\� 17,5123E
l = \ \ 0.40 ACRES /
\ / / ` \ \ \ \ \ I / / 0 28 / \ / 26\ .21 ACRES �� J
- \ 998SF
\ 1 \
0.21 ACRES
SiORMWATER POND / \ / ��� / \ / I 6� 5 / / AIR RELEASE VALVE \ 19,533SF
/ 27 l % \ / 0.45 ACRES /
1\ + 15, 763SF �� \\
\� \ ll \ \ \ \ /+ + + +�+ + + + 0.36 ACRES, / 6$' / / 21, 478SF \ N
I I I j / ' \ li I \ \ \ X PROP. 2' LPSS FM + +� \- / �06R< \ 13� 0.49 ACRES
+�+ + �+ 1'r ��61 /� 15,496SF L----
�\ \�� _ 0.36ACRES
\ 14,815SF _ +. +
+l l 11,241SF / _- + + +
l 1 - �0.34 ACRES t +. + .+ tom. ._ f-+ _ l
+ + + / �y I 1 1 0.26 ACRES o \� + + + + + + + + + +
11 1 . . . `+ -$ *" •� ��<+ ( \ 1 9, 7403E - PROP. FIRE HYDRANT - - - 16, 509SF�
1 1 \ :t \ \ I 22 ACRES / 0.38 ACRES' - \
++ \ + 10, 071 SF 6� _ \ 17,128SF \\ \ + + + + + + + + + + + /
/ / / I r / I \ \ \ \ 1 + + + + + +- /+ + \ — + - + + + + + + + + +
I / / \ + + +�+++ -+ �� ++t ++ +t+ �+\ ++0.23 ACRES / r, \ \\ 0.39 ACRES \ ++ ++ ++++++++++++
PARAMOUN TE SUB \ \ I I \ \\\\4 237 ACRES PASSIVE OPEN SPACE I + + + +l + + + +\ + +\+,� _ = I s + + + \+ + + + + + +
• \ \ \\� \ + + �+ + + + + + + +-<\� + f + +< +�+ +\ SiORMWAiER POND \ +\+ + + + + + + + + + +
Q \ \ +/+ �� \ \ +\ + I ( 19,251SF / + + + + + � +
N D.R. HORTON INC. \ \ PROP 2' LPSS FM " \ + + + i + � + + + + � + _r +� + \ + \ \ + + + + + + + + + + + �+
ZONE R6000 \ +� \+ +/ + --_ _-� > �+ +\\\ � + �: \\ + I I \ V 0.44 ACRES +1 + + \+ +\ . . + + +
\ + --- +�+
/ USE VACANT \ \ \ \8 1 \ �\ / _ \ \ \ \ \ / \ /co
_ PID #18500021 I \\ \\O\' \t \+ -+ \ / +�+++++� ++++� p ,,)0
12,6693E + + �e+++ += + = `` ++\ + +`+.=+�+++++++++++++++++ % ++�+ +�+ ++ +++++++++++ �.+++ + + + + + o
0.29 ACRES \'�+ + ++ - ` \++++_ ++ +� ++ �- + _�+-r -r v+� + + ++++�`+ '+ +++++++\++++++++++++ +++' �+ ++ 0 �Z cv c� a
\��� Ii- \ -Z + mac, + _ � ++ ++�� _+++ 'f+ \++!++�++ ++ �z��C)
11,6473F \ \ \ \ + \ + ++ f �? : t +_ + _+ t\+_ + _+ t +_ + > �+ r- �+ �.+ \ J / Q o M c�
\ X 1 SIummWATER POND \ + + + + + f-+� _ + =+ + + + + +
\0.27 ACRES\ \ \ t\\ I \�\ 4.46 ACRES PASSIVE OPEN SPACE /
/ 82 l +�\+ \ +I I* I / — \ C\\\� \\+ f• _ + +++'+� F�+' ++++f++++/+++
_ J p 8 ` � �.. + +1=\r � + + +\ -�—+ter � + - + + +�+
0.327ACRES > \ I p� I I 60 10, 3033E \ +,+ t„�, y+ \ \ ,�
\/ �r + + + + + + + + +..+ + + + + + + + + + + + + +
$ +_+ t +_+ + t +,� er—� t +_ + t +_+ � t +_+ +_ + + + + + + + + + + Q
\ a24 ACRES + + + + . - - + + + - .. +� + + + + + + + / I+
CONNECT1i7EX8'WATERMAIN - - l �6 I �I \ + ++: ++7++ ++ �.. +�+++: +++\++ +I++ +y++ 20
_ 14, 0623E p I` I \ 1" \ + S- 'r �+ -� + t + Q
0.32 ACRES �9 9 / VO / A 11 \ + -r/ + " + + + + + + + + + + +\ - + + I+ t + + +
5 FT SIDEWALK +10 .83
+
+
%\+\j+I
/! / +\
/ l 17,684SF \
WATIE R
0.41 ACRES - STORMPOND II 1 5 FT SIDEWALK
PRE FIRE HYDRANT / i III r7m \ \-�
1.50 ACRES ACTIVE
/ F—/ / +� / // fie, / �"? \ 8
/ 10, 3363E /� 10, 6453E \ �L \ 9,0 003E 59�
- �/ -78, 024ACRES' + �%� // 4a., ACRES
I �9 / 1 0.21 ACRE 9,8473E _+ +
L31 80 79 11, 3063E // j / . / � / �7 �Z�9 0 / / / // �,i 0.23 ACRES / \6Q + \ \ + \\
\ I11,1033E 11,161 SF 0.26 ACRES // / \ ' o / ` / + / h J
I \ / 10,3073E �o / ��, / / +/ / - 10, 6503E PROP 2 LPSS FM +� + \�
0.25 ACRES 0.26 ACRES / / / . / +� / 0.24 ACRES / �� / + /, / / + 1- + + + +\\ \
/ / \ 7 / 0.24 ACRES t +( -
/j +. + .+
� 10, 5833E ¢o\ ' ' goo / � /71 / \ / 6 D L�C� �/ � 10,65 � � ,/+ + + 3.45+ +, y +- / a24 ACRES 'V G 18,4403E �/� e �/QE < / 0.24 AC ES - + �` +
\\ L/ 1 / h / 0.42 ACRES ( / (60 �' + + + �+ - 1 A, p \ /
t X + / +++ +/+ .'�� + + +++ 1 +I ++ + I O �� //70 I ,I +�+� 6-^-` RO / +�++�+++ L
+ + + > (+05 10, 5443E
1.87 ACRES PASSIVE OPEN SPACE ° - 60.45 WJ a24 ACRES _ + + \
++l +� + + / 10,945SF h l/ +/+ / 98.?o += +++ ++++++
%+%+++e- +++++ +++(++/+/ ++�++) ++ \c 0.25 ACRES ss \ \ / /` / PROP FIRE HYDRANT a y \
K1*1 \ + '! 11,5563E \/ _ + 69 / - \POST l
_� S,) +PROP FIRE HYDRANT + + + + + + �0.27 ACRES �f l 68�{ 0.314ACRE + + + + +I f + + FLUSHING HYDRANT
+ \
++ + + + /+ +, + + + + + + + + - 9, 008SF / ? i + + /
/y a +\30. (+ 021 ACRES I 1 + \ ✓ 30 FT BUFFER
+ + + + + t + _ + _ t + _ 9, 0093E / + +
iB,FT 2'� +� +SFTSIDEWALK +�+/+ 0.21ACRES / /
+ + + + + + + + + + + + + + + + + + _ _ +++ /
CESTORI'++�+ �%
100,S U ZONE ZEg�+po C RQ�j \ � � \' ,' + + + +0.77 ACRES PASSIVE +OPEN SPACE + sa / \ \ +
SE. C K M �� y 15, 4863E
�,� 0.36 ACRES
2726 /D # 50 ERC \ FM w' + ++I++++ ++: + ++++++++++++ +
C
/ 1850 /q� PROP 4 WATER MA 10,792SF 1 / /
04+FM w ?p+ 0.25 ACRES + + s Q N
12,8463E / 0 o v N n r7
IvIr\� w Fip �� a29 ACRES 64 / + +I \m �� o a� c� / Q o
/ FRO r E.I APPR- LOCATION 16' RECLAMATION WATER _� 131 ACRE / Zt�i
ZO T l PLC FM \ ��� ////////////////////////�. /� \ - - 0.31 ACRES- I o v ^� ^ rn �` v o c� /
USE-- C C/ �� r ,� APPROX. LOCA1101�1 16' SSFM a °�o ^� ' o ^ ?xQ� • . o 0-
/
D �"•• 1 R McRCIq
CONNECT TO EXISTING 12' WATER MAIN
PRE 300 IF TURNLANE
100 50 0 100 200 300
SCALE IN FEET. 1 "= 100'
Zlujs,��,.IZOI
P/C�RTIN
# 185000 W AL
to
Q� Q CQ /uJ �v0o /
\ M �w
g1.60 ACRES ACTIVE OPEN SPAR �; o
PpR
J0 AIM �OX —�
U 2 pN M RT N �a FM �
PID 185000 � lk Fi�gNU�� F " \ SSFM
USE• Z030
ONE' C/ENT
1
P/ USEO �E ��ENT D #: *,D ACgAIT > .
CA
I
60 FT R\W
30 FT 30 FT
10 Fr 10 FT
2' SF9.5 A
FT
8' ABC
20 FT EP TO EP STD.
TYPICAL STREET DETAIL
NOT TO SCALE
NOTES
1. BRUNSMCK COUNTY PID1 1850002101
2. SITE AREA = 45.31 AC.t
J. SITE ZONING = R6000
4. MINIMUM SETBACKS FRONT = 25' , REAR = 9' , SIDE = 5'
SIDE SETBACK ON FRONTAGE OF CORNER LOT = 15'
a TOTAL NUMBER OF LOTS = 84
6 SMALLEST LOT SIZE 7,800 SF
AVG. LOT SIZE 11,000 7,, LARGEST LOT SIZE = 21,478 SF
Z TYPE HOUSING = SINGLE FAMILY
IL HOUSES WILL TYPICALLY BE THREE BEDROOM STRUCTURES
APPROXIMATE NUMBER OF BEDROOMS = 252
9. DENSITY
84 / 4531 = 1.85 UNITS/ACRE
la LINK TO NODE = 7 LINK, 4 NODE
7 / 4 = L75
11. OPEN SPACE
REQUIRED AMOUNT: R6000 = 7% OF PROJECT AREA
45 31 X 0.07 = 317 ACRES
ACTIVE OPEN SPACE REQUIRED = ,117 X 0.15 = a48 ACRES
(ACTIVE OPEN SPACE TO NVOLUDE PARKS AMENITY AREA
SIDEWALKS AND NATURE TRAILS)
ACTIVE OPEN SPACE PROVIDED = .177
PASSIVE OPEN SPACE PROPOSED: 148 AC
TOTAL AMOUNT OF OPEN SPACE PROPOSED 1,125 AC
TOTAL AMOUNT OF WETLANDS ON SITE = 4.32 AC
12 ALL LOTS ARE SUBJECT TO A 10 FT UTILITY EASEMENT
ALONG ALL STREET RIGHT OF WAYS
11 ELEVATIONS ARE RELATIVE TO M.SL (N.A.V.D. '86)
14. NO CONSTRUCTION SHALL COMMENCE UN71L A PERMIT IS
OBTAINED UNDER THE NORTH CAROLINA DEPARTMENT OF
HEALTHMENTAiION 0� ON CONTROL ACTNT MD NATURAL OF 1973)). (SEDI-
15. STORMWATER MANAGEMENT TO MEET BRUNSMCK COUNTY PRE/POST
DEVELOPMENT REQUIREMENTS FOR THE 2-YR AND 10-M STORMS
16. PROJECT TO MEET STATE DENR DIM STORMWAiER MANAGEMENT
LOW DENSITY REQUIREMENTS
I Z BRUNSMCK COUNTY WATER
18. BRUNSMCK COUNTY SEWER
11 WATER AND SEWER Tiff BE BUILT TO BRUNSMCK COUNTY SPECIFICATIONS
20. PRELIMINARY - NOT FOR RECORDATION, CONVEYANCES OR SALES
21. WATER & SEWER TO BE INSTALLED IN ACCORDANCE WITH
N.C.D.O.T. POLICY AND PROCEDURES FOR ALL U71UIlES
ON HIGHWAY RIGHT OF WAYS
22 BOUNDARY AND TOPOGRAPHIC SURVEY BY DANFORD & BRISTOW, P.C.
2,1 PARKING WILL BE PROVIDED IN ACCORDANCE WITH ZONING ORDINANCE:
24. TREE SURVEY TO BE PERFORMED AND WILL MEET BRUNSMCK COUNTY
REQUIREMENTS
2S FIRE HYDRANT STUB -OUT T-BOXES TO BE INSTALLED FOR FUTURE FIRE
PROTECTION SERII
26 PROJECT HAS PRELIMINARY APPROVALS FOR CONNECTION TO BRUNSW ICK
COUNTY PUBLIC SEWER AND BRUNSWICK COUNTY WATER
2Z PORTION OF PROJECT FRONTING ON NC 211 FALLS WITHIN 660 It
TRANSPORTATON OVERLAY ZONE; AS SHOWN ON PLAT.
211 DRAINAGE EASEMENTS AND DRAINAGE INFRASTRUCTURE
ARE SUBJECT TO REWSION/RELOCATION AS A
RESULT OF FUTURE STATE AND COUNTY CONSTRUCTION PLAN APPROVALS
29. SiREETUGHTS SHALL BE INSTALLED IN ACCORDANCE WITH
BRUNSWICC COUNTY REGULATIONS
30. ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
31. THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR OR 500 YEAR FLOOD ZONES
ACCORDING TO FEMA DFlRM MAP NUMBER 37202OJ800K EFFECTIVE
DATE 8-28-11
32 PRIVATE ROADS WILL BE DEDICATED TO AND MAINTAINED BY THE
HOME OWNERS ASS09AT10N.
31 WETLANDS TO BE PLACED IN A PERPETUAL CONSERVATION EASEMENT.
34. PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND SEWER A
UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY
MANAGEMENT.
3S COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY
CONSTRUCTION. NO NATURAL DRAINAGE: AREAS WILL BE CUT OFF OF DISTURBED
BEFORE OBTAINING THE PERMITS
36. NOTE TO BE INCLUDED ON FINAL PLAT, MASTER COVENANix AND DEEDS SHOWING
THE LOCATION OF WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE FILLED,
DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY PEiiAITTED BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND/OR
THE U.S. ARMY CORPS OF ENGINEERS
3Z A HOME OWNER'S ASSOCIATION WILL BE FORMED PRIOR TO THE SALE
OF LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASING A LOT WITHIN
THE DEVELOPMENT. THE HOMEOWNERS ASSOCIATION WILL COMPLY WITH THE
STANDARDS SET FORTH IN SECTION al2.H OF THE BRUNSMCK CO. UDO.
38. NC DOT STATEMENT- 'ALL ROADS WILL BE BUILT TO NC DOT'S MINIMUM STANDARDS
FOR SUBDIVISION ROAD' BUT WILL REMAIN PRIVATE
39 ALL LOTS MUST BE A MINIMUM OF 60 FT MD& AND LOTS ON CUL-DE-SAC BULBS
MUST HAVE A MINIMUM OF 30 FT ROW FRONTAGE.
IMPERVIOUS AREA SUMMARY:
ROADS -
SIDEWALKS -
LOTS (84 X 3900 SF) -
FUTURE -
TOTAL -
96,239 SF (221 AC)
22,156 SF (0.51 AC)
327,600 SF (7.52 AC)
3,770 SF (6.09 AC)
445,995 SF (f0.33 AC)
0
Q,
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F�
�y
RPD
T
P'90
20'
60' R\W
NOTE THIS DESIGN IS LIMITED TO LOOP
CUL-DE-SACS 150 FT OR LESS IN LENGTH
60' R\W
TYPICAL CUL-DE-SAC
NOT TO SCALE
CSD
ENGINEERING
LICENSE / C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
(910) 791— 4441
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DA TE.• 3-26-20
HORZ. SCALE. 1 " = 100'
VERT. SCALE. N/A
DRAWN BY- RL W
CHECKED B K HSR
PROJECT NO.: 05-0051
Sheet No. Of