20210829 Ver 2_SEQU1244823080410230_20230804

Notes: y Bw V Z
1. Work to reroute the existing drainage shall be done during periods of dry weather. In the event that a rainfall should p c
occur during construction, the contractor shall pump around site drainage to a sediment trap or basin to prevent any S1TE
additional impacts to the stream.'.
2. Wetland crossings: initial disturbance of these areas shall be limited to only that area minimally needed to allow /�
passage of construction equipment to prepare for the installation of the crossing and to execute upland construction
e
on the opposing side of the crossing. Grubbing or land disturbance of the subject area shall not be performed until
the culverts, backfill material, erosion and sediment control materials or devices sufficient to substantially complete �' ,' 1 ` . 1 • • ° �,��
the construction and stabilization of the crossing are staged or stockpiled at the location. Due consideration shall be 1 _ j �\ , r
given to impending inclement weather conditions that may adversely affect the completion of the crossing in the shortest
time practicable. Wetlands Impact #1 I
3. Drainage work shall be completed in the minimum time necessary. J.? $ �s
4. Stream and Wetlands information token from JD (Temporary) (SAW-2012-01392) •' / —! •asp o°p
Stream Impact#1 qF�
Construction Sequence: (Temporary) / RIlFR
4. No construction of the See Sheet 2 of 3 are act drainage for the wetland impact shall commence until all materials needed for the impact 9 P P �• � � • ( Jacksonville
staged on site, and the temporary dams are installed to impede flows. So U t tern Charm
5. Establish clearing limits per approved plans. Clear and grub impact area as needed. Immediately install the temporary dams �i at tll� Vine ard5 r
upslope of the headwall. Temporary seed and mulch disturbed area. Do not clear or disturb any unpermitted areas% �y r V '
6. Install drainage. Fill, compact and finish grade area. , 1
7. Install permanent ground cover (sod) on slopes near the headwall and pipe outlet. r
8. Install silt fence at toe of fill slope and as needed to prevent erosion. /
9. See the construction plans for additional details. t
10. See wetlands permit for additional requirements. (SAW-2012-01392)
Stream and Wetlands Impact Notes:_
1. Stream crossing: initial disturbance of this area shall be limited to only that area minimally needed to allow passage
of construction equipment to prepare for the installation of the crossing and to execute upland construction on the `
opposing side of the crossing. Clearing, grubbing or land disturbance of the subject area shall not be performed until
all equipment, water, sewer, storm drain and erosion and sediment control materials or devices sufficient to substantially
complete the construction and stabilization of the crossing are staged or stockpiled at the location. Due consideration
shall be given to impending inclement weather conditions that may adversely affect the completion of the crossing in the
shortest time practicable.
2. Establish clearing limits per approved plans. Clear and grub area as needed. Immediately install silt fence at the wetlands
line, and along existing creek top of bank. Install erosion control fabric along ditch banks. Do not clear or disturb any
unpermitted areas.
3. No construction of the crossing shall commence in the wetlands until all materials needed for the crossing are staged on site.
4. When possible, work in the wetlands shall be done during periods of dry weather.
5. Work in the wetlands shall be completed in the minimum time necessary.
6. Contractor shall install temporary sand bags and/or sheet pilings in the stream prior to construction and bypass water as
needed via a pump around. Pump around shall discharge into a rip rap lined basin or a sediment bag to keep sediment out of
stream.
7. During excavation, stockpile the top 12"±of topsoil, and reuse topsoil as the top layer of soil when backfilling.
8. Install silt fence at top of ditch bank and at wetlands line to prevent erosion.
9. If wetland or stream areas are disturbed, outside of the impact areas, they shall be regraded to /
original contours using topsoil for the top layer, and the stream banks shall be seeded, with annual
seed, then lined with high velocity excelsior matting then staked with live willow stakes at 3' on
center to stabilize the banks to 5' beyond the top of bank.
10. See rest of design plans for additional detail.
11. See wetlands permit for additional requirements.
Rev. 08/02/2023 KHW - Revise notes and wetlands impact #1
Rev. 06/28/2023 KHW - Revise impacts
Rev. 10/25/2022 KHW - Add proposed pond
Rev. 10/13/2022 KHW - Add additional wetlands and boundary area
Rev. 09/27/2022 KHW - Revise impact numbers, eliminate impact at Gum Branch Road, chg. sheet numbers
P O
erall 404 Impacts Map - Sheet 1 of 3
rolect. wners. A. Sydes
THE VINEYARDS Construction, Inc.
Jacksonville Twp., Onslow Co., North Carolina 100 Carolina Plantations Boulevard
Jacksonville, North Carolina 28546
Date: 04/21/2021
Scale: 1"=600'
Field Book: N/A
File Name: Vineyards Wetlands Impact.dwg
Disk Name: Acad #2422
Drawn: KHW
Job No.:S200818-7454
Wetlands Impact #2
(Temporary)
See Sheet 3 of 3
r
L
r
00
Legend:
Ac. - Acre
0 CMF - Concrete Monument Found
O Comp. - Computed Point
D.B.- Deed Book
ex. - Existing
O IPF - Iron Pipe Found
ISF - Iron Stake Found
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
SF - Square Feet
x Wetlands Flag
Wetlands
Zo
GRAPHIC SCALE: 111=600'
0 300 600 1200 1500
FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108
IT
Est. 1961

r / .
sf
I _
\
\ Wetlands Impact #1 = 0.03 Ac. \
(Temporary) 111 III II
\ \ \ Stream Impact #1 = 70 LF. 268 LSF.1
(Temporary)
I IIII �
V A I III I I I I I I I
1 IA1, IIiI I�� �� �II�III�► I I I Ism
P1n-n ViP-Vn7
GRAP141G SCALE: 1"=40'
0 40 80 120
FEET
Rev. 08/02/2023 KHW - Add clearing limits / silt fence
Rev. 06/28/2023 KHW - Revise impact to be temporary sewer impact
Rev. 10/25/2022 KHW - Revise impact
Rev. 10/13/2022 KHW - Revise impact
Rev. 09/27/2022 KHW - Revise impact numbers, chg. sheet numbers
Project:
THE VINEYARDS
Jacksonville Two., Onslow Co., North Carolina
Scale: 1"=40'
Owners: A. Sydes
Construction, Inc.
100 Carolina Plantations Boulevard
Jacksonville, North Carolina 28546
Legend:
Ac. - Acre
0 CMF - Concrete Monument Found
O Comp. - Computed Point
D.B. - Deed Book
ex. - Existing
O IPF - Iron Pipe Found
O ISF - Iron Stake Found
M.B. - Map Book
Pg. - Page
RIW - Right-of-way
5F - Square Feet
x
Wetlands Flag
fJ - Wetlands
,O
35
30
Temnorary Utility Impact Notes:
1. Purpose of 70 L.F. Temporary Stream Impact is to install a
sewer crossing. Once crossing is installed, stream is to be
built back following standards set forth in GC 4256.
2. Contractor to ensure mixing of topsoil and subsoils shall be
minimized to the greatest extent possible.
3. Impact area shall be re-covered with topsoil layed back on
top. Existing ground elevations shall be matched.
4. Excess material to be removed to a high ground disposal area
5. Wetland seed mix to be used over impact area once finished.
6. Work to be done in periods of dry weather
dim
N H
yrn4
\
1
-
268 LF 8" SUR-35 SS Ca 0.4
m
i
m
M
\
H
�
H
1
7+00
8+00 9+00
Profile View
Wetlands Impact #1 and Stream Impact #1 - Sheet 2 of 3
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108
Date: 04/21/2021
Scale: 1"= 40'
Field Book: N/A
File Name: Vineyards Wetlands Impact.dwg
Disk Name: Acad #2422
Drawn: KHW
Job No.: S200818-7454
Scale: 1"=40' Horiz.
1"=4' Vert.
35 1
30 1
10+00

kl�
—
_
Inv. Out
l
37.00
000.
MZ
�/
l
Wetlands Impact #2 = 0.02 Ac.
(Temporary) —
/ A.
Sydes Construc ion Inc.
D.B. 4862, Pg 20
I
I
Top 42.00
Inv.38.00
1VI1
//
Outlet Structure
Stormwater
;Wetlands / , /
��
i •'
20
/ O /
��I
I� ► II
�'
C7
n�
GRAPHIC SCALE: 1"=40'
0 40 80 120
FEET
Rev. 08/02/2023 KHW - Add clearing limits / silt fence
Rev. 06/28/2023 KHW - Revise impact to be Temporary Pipe Impact at Pond
Rev. 09/27/2022 KHW - Revise impact numbers, chg. sheet numbers
Project:
THE VINEYARDS
Jacksonville Twp., Onslow Co., North Carolina
O N
Z
Legend:
Ac. - Acre
CMF - Concrete Monument Found
O Comp. - Computed Point
D.B.- Deed Book
ex. - Existing
O IPF - Iron Pipe Found
O ISF - Iron Stake Found
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
SF - Square Feet
x
- Wetlands Flag
�%
t/ - Wetlands
Temoorary Utility Impact Notes:
1. Contractor to ensure mixing of topsoil and subsoils shall be
minimized to the greatest extent possible.
2. Impact area shall be re-covered with topsoil layed back on
top. Existing ground elevations shall be matched.
3. Excess material to be removed to a high ground disposal area
4. Wetland seed mix to be used over impact area once finished.
5. Work to be done in periods of dry weather
50
45
40
35
30
0+00
Wetlands Impact #2 - Sheet 3 of 3
Owners: A. Sydes
Construction, Inc.
100 Carolina Plantations Boulevard
Jacksonville, North Carolina 28546
Date: 04/21/2021
Scale: 1"= 50'
Field Book: N/A
File Name: Vineyards Wetlands Impact.dwg
Disk Name: Acad #2422
Drawn: KHW
Job No.: S200818-7454
1+00
Profile View
Scale: 1"=40' Horiz.
1"=4' Vert.
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108
2+00
50
45
R
35
30