20210829 Ver 1_Plans with Stormwater Basin_20220511

Strickland, Bev
From: Tony Moctezuma <[e-mail]>
Sent: Wednesday, May 11, 2022 9:33 AM
To: Perry, John M
Subject: Re: [External] Re: The Vineyards 20210829
Attachments: scan0250.pdf
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Report Spam.
Good morning,
Here is an overall grading plan showing the pond in question has been moved out of the wetlands. I can update the
impact maps to reflect the change, but had a few questions first. With the existing impacts mentioned previously, could
you explain what you were saying with how these should be considered existing impacts versus new impacts?
Tony Moctezuma, El
306 New Bridge Street
Jacksonville NC, 28540
910-455-2414 ext 116
TIDEWATER
ASSOCIATES, INC.
On 4/25/2022 2:00 PM, Perry, John M wrote:
Hey Tony, here are the two crossing that we discussed today.
Let me know if you have any questions.
Thanks,
John Perry
Environmental Specialist II
Divison of Water Resources
Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Office: [phone]
Cell: [phone]
From: Tony Moctezuma <[e-mail]>
Sent: Monday, April 25, 2022 1:18 PM
To: Perry, John M <[e-mail]>
Cc: Jessop, Jordan E CIV USARMY CESAW (USA) <[e-mail]>; Mickey Sugg
1

<[e-mail]>
Subject: [External] Re: The Vineyards 20210829
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
Good afternoon,
Do you have an update on this project? Were you able to gather the additional information you were
looking for, and if not is there anything I can provide you on my end?
thanks,
Tony Moctezuma, El
306 New Bridge Street
Jacksonville NC, 28540
910-455-2414 ext 116
TIDEWATER
ASSOCIATES, INC.
On 3/8/2022 9:54 AM, Perry, John M wrote:
Hello Tony,
I hope you are doing well. I am writing this email to inform you that I will have to place
this project on hold. I am coordinating to with the Army Corps of Engineers (Jordan
Jessup) to work through a few issues with this project. Until I can get answers from the
Corps I will not be able to process this 401 request. One of the issues that I am trying to
sort out is the stormwater basin that is located in a wetland, as I understand this is
prohibited under the NW 29. I am reaching out to the Corps to clarify. We will also
discuss the cumulative impacts of all of the sub -divisions within the Vineyards project.
The existing culverts on the Windsor Run, Twisted Vine and Secret Garden do not, to my
understanding have any previous permits associated with them and are currently failing.
Will these culverts be removed and the streams restored or will they become part of a
new crossing and new culverts installed? The Division of Water Resources (DWR) has
additional questions regarding the proposed development and has determined that
additional information will be necessary to complete the review of your permit
application. The application is on hold until all of the following information has been
received by our office.
Please let me know if you have any questions.
Thanks,
John Perry
Environmental Specialist II
Divison of Water Resources
Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Office: [phone]
2

Cell: [phone]
3

Drainage
Pipe
Chart
AREA
Q10
DIAMETER
GRADE
LENGTH
PIPE
(acres)
(cfs)
(inches)
M
(if)
Kl
0.2
1.3
18" RCP
0.3
32
K2
0.4
2.6
18" RCP
0.4
364
K3
0.1
0.6
18" RCP
0.6
32
K4
0.9
5.8
18" RCP
0.4
300
K5
0.4
2.6
18" RCP
0.6
32
K6
1.7
11.0
24" RCP
0.4
440
K7
0.3
1.9
18" RCP
0.6
48
K8
0.6
3.9
18" RCP
0.5
260
K9
0.3
1.9
18" RCP
0.6
32
K10a
3.0
19.4
30" RCP
0.4
24
K10b
3.0
19.4
30" RCP
0.3
304
Kll
8.2
53.1
42" RCP
4.0
45
Q=CiA
c=0.9 RCP = Reinforced Concrete Pipe
tc=5 min. CFS = Cubic Feet per Second
i10=7.2 in/hr. LF = Linear Feet
FPS = Feet per Second
NOTE:
1. Contractor shall use invert elevations shown on plans
for construction Grades shown above are rounded
Drainage Pipe
Chart
AREA Q10
DIAMETER
GRADE
LENGTH
PIPE
(acres) (cfs)
(inches)
M
(If)
Ll
--- ---
18" RCP
0.4
50
L2
--- ---
18" RCP
0.4
50
L3
--- ---
18" RCP
0.3
60
L4
--- ---
18" RCP
0.4
50
L5
--- ---
18" RCP
0.4
50
Q=CiA
c=0.9 RCP = Reinforced Concrete Pipe
tc=5 min. CFS = Cubic Feet per Second
i10=7.2 in/hr. LF = Linear Feet
FPS = Feet per Second
NOTE:
1. Contractor shall use invert elevations shown on plans
for construction. Grades shown above are rounded.
Typical Lot Grading
Scale: Not to Scale
1 I
rain I
awards _ - _ I
ear
I
I I
I
I
I
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\ Notes:
•\ \ �\\\ \ 1. Ensure Front Lawn and Front Half of House Drain Towards Road.
2. Roof Gutter Can Be Configured to Ensure at Least Half of House
Drains Towards the Road.
\ \
\ \ \v \ \ \ IlkYip Wetlands
\ � C Line(TYpj-=--------------- /
- - - FES Inv. i ` \ tormwater �� /
\ \ \\ \ Out 40.30 �\ \ Vegetated I
/ ` - - _ Setback Jurisdictional I
\ inv. 39.60 A ` \ Limits of Strewn /
CL
50
Seegetated
tback
epp
i
141 L.F. 30" RCP \\
epp A. Sydes Construction, Inc. \
Silt Fence and I \ \ \:'• ••� j� S !. )
D.B.
b.8. Construction,
208
Clearing Limits 1' 11 \ 1 \ L �; •0`_ \ \Outlet Structure /
in Front of Sidewalk 1' I I \ \ ii� \ (See Detail) / / Stock Pile
P )I 11i ,' \I \ �`\l ` / Add 6" thick anti -seep collar ( Location
/ 2'Bi er than 1 on all sides / (Wrapped
99 pipe FES I in silt fence)
Inv. Out &
I
39.50 Inv. In 40.00 \
1 \ 1 \ Commercial FES
-PP I I \ I \ \ Inv. In\40.00 To 48.20
elp I � 1 111 \\ Stor%iwater Pond \ tnv. 40.70
I Concrete
See Sheet 26 of 30 \
Spillway
40 L.F.
For Detail
1 I I I IIII`` 5' Conc. 42 RCP
I-PPIIII SidewalkIII -) FES Concrete (TYP /
Irv. Out Spillway /
/ ' 120 L.F. 39.50 / Commercial
2-42" RCP
l I III \ I roI // Stormwater Pond
I) I I ro -J- Concrete / See Sheet 26 of 30
iO I I IIII // Spillway // For Detail
j I I IIII / ro r--- ro z
I I II I I I I I 6 pp % JB#109a
I I \ I III co I Inv.42.10
�Top 48.00
��
1 IIII U
I /
I I I I I III ��4� /
II I I I I r U A. Sydes Construction, Inc. '� p /
D.B. 4862, Pg. 208 /
\\ e I II .65'. b-b
I/ I/ II l I I I I j I\ I KIO
P
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1 'I l� M
I 11'/ l i CZCB#106 Concrete Wash OutTop47.42 Station (See Detail) Z-_" Inv. 44.32 YI #109a
CZCB #106a Stabilized
Top 48.89± / Construction a a a' Im. 43.04 o_ a-
Im. 44.70 ' / / Entrance Driveway Stubout l
Insure Flush With Ex. Curb For Future CICB #109
Connection To 4876 Fill
.e
I
13
Sheet 4a i
I I
I I
Overall Grading Inset
Scale: P=600'
/ W l .. ... ., ..r. :.. ; : 11 Irv. 43.14 Ex. Swale
- Vineyar s Avenue 70' R/ W
-•esdmh I I w 11 55 L.F. y f :, I !�
to 48.26 ,j I"11 ----- K ----- O -... K6 18" RCP .. .. .. ..: .., .: :. ,.
P � e �-----I-- KS ---- --- coot. Valle
inv. 44.75 I 48' B-B Y ! !
/ tbpl78.42-------- -_�-1'----- --•` Gutter -- K10 ) �-
I I'Iy ex 12' 1 47.89 _ I \ =� I -� - \ I \ - - I \ - \ / ' I x 49.67 I` I
elp I I I I �or�' ---. � -- -- �pe�l I p K9L, �!!!
o o inv. 44.49 '\' - ! !
Convert Ex. Inlet to a I I�,/ "'•' l ..: - ; - - - - _�
Manhole(NCDOT 1 I , .`' b.�_ =.J - ':.> •-. `-.-.. e. .. :,.:+-a:
840.34). Insure ep , I' ' / - - _ -6t= - - �fm - - = _ - - =n- - - _ - _ - _ - .. -.•// : i . .. „ .:
Flush with Pavement
-_= = = RRA.a--
I 1--�=�z= - - _ - N --- -- t=--------.
CICB #105 a LJ
ecb �- To 47.42 I 5' Conc. l Conc. Headwall 'll "I
I P Inv. Out 44.80 Il I� Inv. in Iry 43.34 Conc. Headwall rl Ir\\ \ I 1
op 48.21 Inv. 44.42 Sidewalk _ II II Il Ir
f 47AD (Typ') '� 1 i �v ii 18"RCP 46.80 Inv. Out 46.10 Il Conc. Headwall I III
inv. 441 Conc. Headwall ll - II Irv. In 46.30 IIII
nv. In 45.40 FE rx
'I-
u ! .-l/
Design . Desi n
9 Driveway Stubout
1Dri219' ew I For Future
r / IB
Ex. Desigy. IDrvveway I IDriveway I Connection
Sidewalk I Lone Ec nl i L Connection
- - J
Note:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do not damage construction
stakes or other measures used in laying out the project whether by
the Engineer or another entity including those under the employ of the
contractor. Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior
to arty associated work, notify the staking entity of any potential conflict,
error or question regarding the work. The Engineer shall not be responsible
if all of the above measures are not strictly adhered to. The Engineer shall
not be responsible where due to damage, his staking can not be verified.
For critical or costly components of the work, where the contractor believes
that staking may not be preserved, the contractor shall request the staking
entity to place staking in an area where its preservation can be insured.
Rev. xx/xx/xx BLD - Move Commercial Pond Out of Wetlands
Rev. 02/04/22 BLD - Revise Silt Fence Along Vineyards Avenue and Revise Turnlane
Rev. 04/23/21 BLD - Revise Pipe Inverts for pipe Kll and Outfall Pipe
Rev. 04/09/21 BLD - Rev. Per COJ Erosion Control Comments
Rev. 03/15/21 BLD/KHW - Rev. per COJ SW and PAI review comments
Rev. 01/06/21 BLD - Add Conc. Spillway To Main Pond
Rev. 12/15/20 BLD - Rev. Per COJ Erosion and Stormwater Comments
-------- -----
Sheet 4
14IO3
51slPaif
P
3' Mix
sin F.
silt Fenre
fbv -
ire Mesh
- Fk
D'veclion
Dlrectim
®
8'w.wslam At T,
CB)I Flw
Dmsfim
Plan View
N"f fo smb
Filim
a ds"x. 3' MaK.
Section A -A
Nor to 5mb
steel P.
Welded WreMeA
va•z3 sage
N".S ..' ¢
Section B-B
wt.s
6WNe=2V TdB
srerma urc
sld Gnp"<ti<n
W. 5):
NWe
Wlre 1"hek
2. Wire uhn11b1v1km
rM mfe many
asatypiwlsili ferr<e suiim. Mbimmbnil
m depth fba M the robe 8'vith 4•foMrraxhldrd Semm� a
^ bottom rymmfim of
-&.6r<rM lire AB•stesW1b ushWpm dam tl, 43'.
3. Wime zh"II bee Fb nonb 4dmn. VP
Wire Mesh. sin Fm r iMmfas IY min. Yn Fence
senior my<m" m ere mesb ante mIM "I me
typiml sin ferns aeldW are meA aifM1a mx.zful
pan sya<irg of 6'.
I
Wire Mesh Stone Outlet
Not to Scale
Legend:
See Master Legend
(Sheet I. of 30)
3
v
Tract Data:
Z
Total Acreage ...............
84.86 ac.
m
F
Windsor Run, Twisted Vine,
7a
3 SITE
1324
& Secret Garden ..........
82.49 ac.
Offsite Commercial Area ..
2.37 ac.
Total Acreage of Land to
be Disturbed and Exposed ....
81.20 ac.
Psi
Windsor Run, Twiited Vine,
enG Ph
& Secret Garden ..........
78.83 ac.
Offsite Commercial Area ..
2.37 ac.
Syr\
Acreage in Parks or
other land usage ..........
6.63 Ac.
4
°oo,
Average Lot Size ............
13,145 s.f.
,Se
P4 -
Minimum Lot Size Allowed ....
7, 000 s.f.
y
4i Ps
Minimum Lot Size Proposed ...
12,000 s.f.
o�O
Nuger of Lots Existing .....
1
NS
n'�c,
Number of Lots Proposed .....
198 + 3 Open Space
� N
Linear Feet of Streets ......
11,738± L.F.
RZ'(
Zone ........................
CC / RMF-HD / RSF-7
Density Allowed .............
6 Units / Ac.
Jacksonville
Density Proposed ............
2.4 Units / Ac.
Vicinity Sketch
Deed References:
Not to Scale
D.B. 4862, Pg. 208
M.B. 77, Pg. 30
Erosion and Sedimentation Control Notes:
Tax Map 338 Parcel 18.13
Pin Number: 437801191259
1. Clearing or grading operations shall begin at low points of outfall release or other locations
where sediment control measures ore shown on the plan and the sediment control devices
(sediment traps, silt fences, etc.) shall be installed before or simultaneously with the
disturbance of any area draining to the device. -
A
2. Sediment control devices and structures shall be installed, maintained and amended as needed
L
4a�
``�'0�3
to provide effective control of accelerated erosion and sedimentation until the contributing
sfmpmf
watersheds are stabilized.
3. Requirements for materials handling shall follow rules set forth in NC601, Part II. Section F.
my
4. Self -Inspection, record keeping,
p, e p ng, and reporting, shall follow rules set forth in NCG01, Part ZZI,
�
Sections A, B, and C.
?
1. Construction Sequence:
A. Notify City of Jacksonville Public Works Department, Engineer and Owner prior to beginning
W
construction.
-
B. Sediment control measures are required to be installed at the earliest practicable date after
start of work. Grading operations shall begin at low points, points of outfall release or at other
locations of where sediment control measures are shown on plan; and the sediment control
devices (sediment traps, silt fences, diversions storm water treatment areas, etc.) shall be
installed before or simultaneously with the grading of arty area draining to the device.
me McA
C. Limits of clearing will be as shown. Owner may lessen the amount to clear. Confirm prior to
�av can. sfa.
start of work. Silt fence shall be installed at the down slope edge of clearing immediately
rna Fa66rlc
after a lot is cleared. Silt fence shall be maintained until the lot is stobilized completely. Silt
fences are shown based on topographic information in the locations expected to be needed to
trap sediment prior to entering down slope areas. Actual locations of installation shall be
adjusted to the actual physical on site topography. That is, where silt fence is not shown on
the plan but the actual topography reflects a downward slope, silt fence shall be installed.
Notes:
Where the actual topography reflects an upward slope silt fence is not required.
D.
Install stabilized construction entrance prior to beginning construction.
1. Total development area is wooded.
E.
Clear and grub street right-of-way and 120' beyond right-of-way on each side. Clear and grub
2. No Register of Deed search done by or furnished to surveyor regarding
drainage easements. Haul off all cleared debris. No burning allowed.
Deed or Covenant Restrictions.
F.
Install silt fence where shown immediately after clearing. Rough grade and temporary seed lots
3. All distances are horizontal ground, U.S. survey feet.
if not to be disturbed during street construction.
4. Boundary information taken from survey by Parker & Associates, Inc.
G.
Construct drainage swales. Immediately construct sediment traps and rock check dams where
dated October 2012 and Computed Information.
shown. Within 15 days, temporary seed swales if not in final condition or permanent seed and
5. Wetlands Furnished by D.R. Horton, delineated by Southern Environmental
install swale liners, if in final condition.
Group, Inc. and Signed by The U.S.A.C.O.E. on 06/18/2018 and Expires
H.
Strip and stockpile topsoil for later use. Rough grade street and muck and fill existing ditches.
06/18/2023, unless there is a change in the law or published regulations.
I.
Temporary seed arty areas that are not to be disturbed within 14 days.
6. There are no Areas of Environmental Concern (AEC) as defined by Coastal
J.
Install water and sewer mains.
Area Management Act (CAMA) on this site.
K
Install storm drainage piping and install rip rap aprons.
7. Flood lines drawn from an electronic overlay of the digital flood map
L.
Fine grade street. Place CABC over compacted subgrade, and install concrete curb & gutter and
FIRM CPN 370178 4368J, 370178 4378J and 370178 4379 J (The City of
outlet chutes. Install asphalt surface course.
Jacksonville) effective Nov. 3, 2005.
M.
Contractor must conduct and pass a proof roll test, on the subgrade prior to installing stone,
8. The existence of utilities may imply the existence of an easement.
and on the stone rior to installi curb & utter and / or as halt The roof roll tests shall be
n9
r 9 r r
conducted in the presence of a City of Jacksonville Construction Inspector.
N. Fine grade lots. TOB Max elevations are provided to constrain swales within the drainage
Maintenance Plan:
easements. See typical lot grading detail for more information.
O. Seed, fertilize, and mulch all disturbed areas within 14 days of completing any phase of the
1. All erosion and sedimentation control devices shall be checked for stability and operation following every runoff-
grading work. Apply temporary seeding if area is to be disturbed again and permanent if areas
producing rainfall event and in no case less than once every week. Any needed repairs will be made immediately to
have been final graded and accepted by engineer and owner.
maintain all devices in the operating conditions intended.
P. Wetland crossings: initial disturbance of these areas shall be limited to only that area minimally
2. Sediment shall be removed from behind silt fence when it accumulates to a depth of six inches..
needed to allow passage of construction equipment to prepare for the installation of the crossing
3. Sediment shall be removed from the inlet protection devices when storage capacity has been approximately 50 %
and to execute upland construction on the opposing side of the crossing. Grubbing or land
filled.
disturbance of the subject area shall not be performed until the culverts, backf ill material, erosion
4. Any sediment tracked onto adjacent pavement shall be removed immediately,
and sediment control materials or devices sufficient to substantially complete the construction and
5. A maintenance log of all erosion control inspections and maintenance performed shall be kept onsite at all times.
stabilization of the crossing are staged or stockpiled at the location. Due consideration shall be
6. Stormwater Pond shall act as a sediment basin during construction until contributing areas are stabilized, then
given to impending inclement weather conditions that may adversely affect the completion of the
shall be converted to approved design state.
crossing in the shortest time practicable. -
A. Sydes Construction, Inc.
7. All catch basins to be installed with inlet protection.
2. Seeding Specifications:
D.B. 4862, Pg. 208
Apply lime and fertilizer and work into seed bed, seed mixture shall be distributed uniformly and
- --
covered with a clean straw mulch. Mulch shall be crimped or tacked to help hold in place. See Detail
sheet 29 of 30 for material and application rates.
a' a
a a a a
3. Contractor is responsible for maintaining all erosion control measures and shall amend measures as
CICB #111
5' Conc'
a
-
CICB #113
required to prevent accelerated erosion from taking place on this site, until site is restabilized and
Top 44.71
Sidewalk
T
( ')
Driveway Stubout
To 50.51
_ _ _ - - -
accepted b Cityof Jacksonville, engineer and owner.
p y
Inv. 44.88
For Future
Inv. 46.09
,r-
4. Upon restabilization of all disturbed areas and swales, contractor shall remove all temporary erosion
Connection
- - - -
9
control facilities and grade, grass, mulch, and restabilize the areas.
- _ -
I 48-71 IO I
_� f
Top 48.71 i
/
Inv. 45.08 2
River of Ufe Inc.
M.B. 75 Pg. 5
Church
I$
II II F':t
u n r y onc.
Irv. I
I I r
u u r•1
u uri
rx. Design
137' 8-8 1
IDriveway I Ex. Desig­nl
Connection 1 I Sidewalk)
47.32 I Top 50.51
Inv. 46.29
Conc. Headwall
Irv. Out 47.66 11 "
n u
it
Con
leway Stubout Inv
Future
nection
Ex. Design
129' 8-8 1
IDriveway I
LConnectioni
Field Book: Vineyards, Pg. 16-24
Disk Name: Acad #2422
Filename: Vineyards-Gen.dwg BLD
Job No.: 5181025-6930
b 5. Once contractor has completed job and site Is restabilized, the developer shall be responsible to
•'� •-. ^ ,. ,. K2
} maintain the restabilized areas until time when the lots are sold to individual lot owners.
6. For any dewatering or pumping water out of sediment basins, Catch basins, ect., Contractor
p
_= In to use Sediment Bags.
g
I .0 7. For additional information, see specifications and other plans.
0 8. For erosion control details, see sheet 29 and 30 of 30.
CC
0
Silt Fence and
LL USE FOR CORSTRUT1OR
Headwall
:eadw Clearing Limits
Grading, Drainage,
at Boundary
Erosion and Sedimentation Control Plan with Existing Conditions
WINDSOR RUN, TWISTED VINE, &
SECRET GARDEN AT THE VINEYARDS
Jacksonville Twp., Onslow Co., North Carolina
Owner/ Developer: A. Sydes Construction Inc.
100 Carolina Plantation Boulevard
Jacksonville, North Carolina
[phone]
DATE: 10/19/2020 GRAPHIC SCALE: 1"=60'
0 30 60 120 180
SCALE: 1"-60'
FEET
PARKER & ASSOCIATES, INC.
Engineers - Surveyors - Planners
Jacksonville, North Carolina
AL
P.O. Box 976 - 306 New Bridge Street - 28540
Sheet 4a of 30
Phone [phone] - www.ParkerJacksonville.com
N.C. Firm License Number: F-0108
I