20100842 Ver 2_Design/Maps/Site Plans Revised_20230308

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rive
0.11 Ac.
Wetlands Impact #2
(Fill)
[See Sheet 3 of 3]
V
LaL
rive
Wetlands Delineation
Per Approved
Jurisdictional Determination
Dated February 22, 2022
SAW-2008-03044
GRAPHIC SCALE:1"=200'
0 100 200
400 60
FEET
.•
1
•
•
•
0.08 Ac.
Wetlands Impact #1
(Fill)
[See Sheet 2 of 3]
Existing
Boyington Place
Phase I
Seueee$tI+
Overall Wetlands Map - Sheet 1 of 3
/
Notes:
North Per
M.B. 78, Pg. 187
Vicinity Sketch
Not to Scale
o 4
/ /
/
1. Wetlands 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, backfill 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 minimum time necessary.
2. Drainage work shall be completed in the minimum time necessary.
Construction Sequence:
3. No construction of the fill for the wetland impact shall commence until all materials needed for the impact are staged on site,
Install silt fence at limits of impact area before starting work.
4. Establish clearing limits per approved plans. Clear and grub impact area as needed. Install temporary 24" drainage pipe buried 8" min.
for initial access for timbering/clearing until site work ready to commence. Do not clear or disturb any unpermitted areas.
5. Install minimum 12" fill over temporary drainage then install temporary construction entrance for clearing access.
6. After timbering, install sewer, then final drainage with double 24" piping. Fill crossing area, compact and finish road grade area.
7. Install permanent ground cover (sod) on slopes.
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:
BOYINGTON PLACE
PHASE II
White OakTownshipr, Onslow County, North Carolina
Developer:
D&E Development, LLC
2409 Grace Avenue
New Bern, North Carolina 28562
[phone]
Rev. Date: 02/13/2023 Add utility notes, 3/8/23 Reduce #2
Date: 10/05/2022
Scale: 1"=200'
COGO: n/a
File Name: BoyingtonPlace2-Impact.dwg
Project: 22.454
Drawn: JJS
Job No.: S220311-8047
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Cedar Point, North Carolina
604E Cedar Point Boulevard
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108

North Per
M.8. 78, Pg. 187
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Wetlands
4, 4, 4, 4, 4,
'4' 44' 4, 4,
4, 4, 4, 4, 4,
11
4,
36" Pipe 15From
Wetlands Fill Limits
4, 4,
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4, \
4, '4, 4,
4' sk '4' • • N Plan View
Project:
BOYINGTON PLACE
PHASE II
White OakTownshipr, Onslow County, North Carolina
• • :
•
404 Wetlands Impact #2
Fill 4,835 S.F. (0.11 Ac.)
•
4, 4, ,V5
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Mail box
Kiosk
Area
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4,
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= 37928 :
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Legend:
0 - Unit Number
F--•
, - W et lands
• - • •
- • • - • • - • • - • • - - Wetlands Line
0.08 Ac.
Wetlands Impact #1
(Fill)
[See Sheet 2 of 3]
o :
t. 0% ito 3/g
L.
4, 4, 4, 4, 4, 4, • GRAPHIC SCALE: 1"=60'
4. '4' 4, '4' '4' '4' * 0 30 60
4, 4, 4, 4, 4, 4, 4, •
Scale: 1"=60' Wetlands Impact Area #2 - Sheet 3 of 3
Developer:
D&E Development, LLC
2409 &race Avenue
New Bern, North Carolina 28562
[phone]
Rev. Date: 3/08/2023 - Reduce area, revise stormwater
Date: 10/05/2022
Scale: 1..60'
COGO: n/a
File Name: BoyingtonPlace2-Impact.dwg
Project: 22.454
Drawn: JJS
Job No.: S220311-8047
120
180
FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers Land Surveyors - Land Planners
Cedar Point, North Carolina
604E Cedar Point Boulevard
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108