20240281 Ver 1_More Info Received_20240326 (2)

Notes:
1. Work to reroute the existing drainage shall be done during periods of dry weather. In the event that a rainfall should
occur during construction, the contractor shall pump around site drainage to a sediment trap or basin to prevent any
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
on the opposing side of the crossing. Grubbing or land disturbance of the subject area shall not be performed until
the culverts, backf ill material, 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.
3. Drainage work shall be completed in the minimum time necessary.
4. Stream and Wetlands information taken from
Construction Sequence:
4. No construction of the drainage for the wetland impact shall commence until all materials needed for the impact are
staged an site, and the temporary dams are installed to impede flows.
5. Establish clearing limits per approved plans. Clear and grub impact area as needed. Immediately install the temporary dams
upslope of the headwall. Temporary seed and mulch disturbed area. Do not clear or disturb any unpermitted areas.
6. Install drainage. Fill, compact and finish grade area
7. Install permanent ground cover (sod) on slopes near the headwall and pipe outlet.
8. Install silt fence at toe of fill slope and as needed to prevent erosion.
9. See the construction plans for additional details.
10. See wetlands permit for additional requirements.
Project:
Hurricane Hole - North
Boat and RV Storage
8759 Wilmington Hwy.
Stump Sound Twp., Onslow Co., North Carolina
Owners:
Alusa Management, LLC
[phone]
103 A SL uiewater Lane
Surf City, NC 28445
Wetlands Imract Notes:
1. 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.
2. No construction of the crossing shall commence in the wetlands until all materials needed for the crossing are staged on site.
3. When possible, work in the wetlands shall be done during periods of dry weather.
4. Work in the wetlands shall be completed in the minimum time necessary.
5. 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.
6. During excavation, stockpile the top 12"t of topsoil, and reuse topsoil as the top layer of soil when backfilling.
7. Install silt fence at top of ditch bank and at wetlands line to prevent erosion.
8. If wetland 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.
9. See rest of design plans for additional detail.
10. See wetlands permit for additional requirements.
David L. Lollar
D.B. 459, Pg. 548
M.B. 01, Pg.133
Undeveloped
Pin: 424804502787
HS Zone
Keith J. & Tracey O. Sink
D.B.1453, Pg. 992
M.B. 01, Pg.133
Single Family
Pin: 424800409335
HS Zone
/ 7,
Wetlands Impacts Map - Sheet 1 of 3
Date: 1/11/24
Scale: 1"=200'
Field book: N/A
File Name: Hurricane Hole - Wetlands Impact.dwg
Disk Name: Acad 3195
Drawn: ELB
Job No.: C230711-8404
GRAPHIC SCALE: 1 "=200'
0 100 200 400 600
FEET
r3� FIr o '°•
QC ap`�'�,j,`9`l�•lT'. lP�rr 'Nd C4R
Vicinity Sketch
Not to Scale
Ottaway Associates, LLC
D.B. 5950, Pg. 767
M.B. 83, Pg. 202
Undeveloped
Pin: 424700595734
HB Zone
Legend:
Ac. - Acre
D.B. - Deed Book
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
j� (TYp•) - Typical
I - Permanent Impact
. - Temporary Impact
Wetlands
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
Est. 1961

David L. Lollar
D.B. 459, Pg. 548
M.B. 01, Pg.133
Undeveloped
Pin: 424804502787
HB Zone / / Inv. In
/ RRA
I
oy
/ Wetlands
! Line
(Typ.)
Keith J. & Tracey O. Sink
D.B.1453, Pg. 992
M.B. 01, Pg. 133
Single Family
Pin: 424800409335
HB Zone
Project:
Hurricane Hole - North
Boat and RV Storage
8759 Wilmington Hwy.
Stump Sound Twp., Onslow Co., North Carolina
No`'�h
M e 83'oer
•C
55
50
45
0+00 0+50 1+00
Profile View
Scale: 1"=40' Horiz.
1"=4' Vert.
Wetlands Impacts Map - Sheet 2 of 3
GRAPHIC SCALE: 1 "=40'
0 40 80 120
FEET
Legend-
Ac. - Acre
CL- Centerline
D.B. - Deed Book
Inv. - Invert
M.B. - Map Book
Pg. - Page
R - Radius
RCP - Reinforced Concrete Pipe
RRA - Rip Rap Apron
(Typ.) - Typical
YI -Yard Inlet
O- Pipe Label
�— -Flow
Permanent Impact
C..
—o— - Sign
63.50 x - Spot Elevation
- Temporary Impact
W Wetlands
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 Est. 1961
Firm License Number: F-0108

Project: Owners:
Hurricane Hole - North
Boat and RV Storage
8759 Wilmington Hwy.
Stump Sound Twp., Onslow Co., North Carolina
David L. Lollar
D.B. 459, Pg. 548
Wetlands Impacts Map - Sheet 3 of 3
Date: 1/11/24
Alusa Management, LLC scale: 1ok: N
g i Field book: N/A
[phone] File Name: Hurricane Hole - Wetlands Impact.dwg
103 A BLuewater lane Disk Name: Acad 3195
Surf City, NC 28445 Drawn: ELB
Job No.: C230711-8404
GRAPHIC SCALE: 1 "=40'
0 40 80 120
FEET
Legend:
Ac. - Acre
rt- Centerline
D.B. - Deed Book
Inv. - Invert
M.B. - Map Book
Pg. - Page
R - Radius
RCP - Reinforced Concrete Pipe
RRA - Rip Rap Apron
(Typ.) - Typical
YI - Yard Inlet
O- Pipe Label
�— -Flow
, —1 - Permanent Impact
-Sign
63.50 x - Spot Elevation
- Temporary Impact
Wetlands
�W.
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 Est. 1961
Firm License Number: F-0108
0