20211116 Ver 1_DCM Permit_20211102

Survey Boundary
NHC Tax Parcels
Riparian Corridor
15' Setback
Existing Docking Facilities
Existing Pierhead Line
Mean High Water
30' CAMA Buffer
Channel Centerline
41-
2
NOTES:
1. 2018 PARCELS FROM NCONEMAP.
2. 2020 AERIAL FROM NCONEMAP.
3. NOT A SURVEYED OR ENGINEERED DRAWING. FOR
ENVIRONMENTAL PERMITTING ONLY.
125 BEACH ROAD S
KATSAROS ETAL
127 BEACH ROAD S
LMG
LAND MANAGEMENT GROUP
DIBIEY4 company
3805 Wrightsville Ave Suite 15
wdmington. North Carolina 28403
910-452-0001
Project:
127 Beach
Road South
Title:
Existing Conditions
and Site Location
Site Location Map
NTS
Date:
6/16/2021
Scale:
1"=100'
Drawn By:
WAD
Revision Dale:
N/A
Job Number:
LMG21.165
Sheet Number:
1 of 5

\
J\
D. •
•
\.
000
,••'-••.
♦, \\
♦ \
♦ \----
• 7 \
♦
♦♦
•
\O
•
•
1♦
•
♦
♦♦
•
•
♦♦
♦♦
•
•
•
•
•
•
RECEIVED
OCT 2 9 2021
DCM WILMINGTON, r
♦`
Subject Parcel
NHC Tax Parcels
Riparian Corridor
15' Setback
Existing Bulkhead
Drainage Easement
a Waterbody Width
Legend
...... .
Existing Pierhead Line
Mean High Water
30' CAMA Buffer
Channel Centerline
Existing Docking Facilities
Existing Rip Rap
NOTES:
1. HYDROGRAPHIC SURVEY COLLECTED BY ESP ASSOCIATES, INC. COLLECTED APRIL
27, 2021. WATER DEPTHS RELATIVE TO MLW NAVD 1988.
2. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 118 FEET.
3. 2018 PARCELS FROM NCONEMAP.
4. NOT A SURVEYED OR ENGINEERED DRAWING.
5. FOR ENVIRONMENTAL PERMITTING PURPOSES ONLY.
0
10
20
40
LMG
I.:AA[)'1AN.V(:! MPNT GROUP
D EY+ min.
3805 Wrightsville Ave Suite 15
Wilmington. North Carolina 28403
910-452-0001
Project:
127 Beach
Road South
Title:
Existing View
Date
6/16/2021
Scale:
1"=20'
Drawn By.
Job Number:
LMG21.165
Sheet Number:
2 of 5
CItlsprs\wd00091naskton1177 Reach Rd S rhvn

Proposed Docking Facility
With 2 Boat Lifts (13' x 13' on Center)
and 2 Temporary Tie-up Slips
Existing Dock to Be Removed
•
Existing Partial Upland Platform to Be Removed
Existing Walkway to Be Removed
30' Drainage Easement (Per Plat Book 13 Page 47)
Subject Parcel
NHC Tax Parcels
Riparian Corridor
15' Setback
Existing Bulkhead
Temporary Tie Slip
Legend
...... .
Existing Pierhead Line
Mean High Water
30' CAMA Buffer
Channel Centerline
Existing Docking Facilities
Existing Rip Rap
Proposed Docking Facility
10,
\ \ \
\ \ \
A\\
\\ 1 \ \
\ \ \
\ \ \
\ \N, \
\ \1
\ \
v
•
\
NOTES:
1. HYDROGRAPHIC SURVEY COLLECTED BY ESP ASSOCIATES, INC. COLLECTED APRIL
27, 2021. WATER DEPTHS RELATIVE TO MLW NAVD 1988.
2. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 118 FEET.
3. 2018 PARCELS FROM NCONEMAP.
4. NOT A SURVEYED OR ENGINEERED DRAWING.
5. FOR ENVIRONMENTAL PERMITTING PURPOSES ONLY.
Drainage Easement
Proposed Bulkhead
0
10
20
40
Proposed 28' Long x 6' Wide Fixed Access Pier with
Handrails, Seating, Fish Cleaning Station,and Access Steps
\, (platform measures approximately 12' x 12')
9
•
•
•
Proposed Bulkhead (-2'- 5' Waterward
from MHW, —114 Feet Long)
•
•
•
•
♦♦
Proposed Replacement Walkway
•
•
•
•
RECEIVED
OCT 29 2021
♦♦ DCM WILMINGTON, NC
♦`
ILMG
LAND MANAGEMENT GROUP
DAVEY* .ompa„y
3805 Wrightsville Ave Suite 15
Wilmington. North Carolina 28403
910-452-0001
Project:
127 Beach
Road South
Date:
6/16/2021
Revision Dale:
N/A
Title.
Plan View
Scale:
1 "=20'
Job Number:
LMG21.165
Drawn By:
WAD
Sheet Number:
3 of 5
(. \I Isers\wrl0009\nesktnn\127 Reach RA S riven

Existing Walkway
Existing Riprap
30' CAMA Buffer
Proposed Bulkhead
Proposed Walkway, Platform,
Fixed Pier, and Floating Dock
MHW
Contour Lines
0
5
Existing Pierhead Line
10
20
A
10
8
6
Proposed Sand Backfill
4 (-68 CU YD)
2
0
-2
- 4
- 6
-8
Existing Rip Rap
(to remain)
Proposed Walkway, Platform, Fixed Pier, Access Ramp, and Floating Dock
HW
Proposed Bulkhead (1' Wide, -114' Long,
depth and height per contractor)
0+00 0+110 0+120 0+130 0+140
MLW
r
A'
10
8
6
MHW 4
2
MLW 0
- 2
- 4
Existing Grade -6
Pilings per contractor (spacing, depth, etc)
0+50 0+60l0+70 0+80
- 8
0
3
RECEIVED
OCT 2 9 2021
DCM WILMINGTON, N C
6
12
Horizontal and Vertical Scale
NOTES:
1. HYDROGRAPHIC SURVEY COLLECTED BY ESP ASSOCIATES, INC. COLLECTED APRIL 27, 2021. WATER DEPTHS RELATIVE TO MLW NAVD 1988.
2. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 118 FEET.
3. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING PURPOSES ONLY.
'LMG
I. AND `•1AN:\(ENIENT GROUP
n D IEY* company
3805 Wrightsville Ave Suite 15
Wilmington. North Carolina 28403
910-452-0001
Project:
127 Beach
Road South
Date
6/ 16/2021
Revision Date:
N/A
Title
Profile View A
Dock Detail
Scale.
As Noted
Job Number.
LMG21.165
Drawn By
WAD
Sheet Number:
4 of 5
(:-\I Iaerc\wrinnnn\nackinn\127 Raarh Rd S dwe

Existing Riprap
Proposed Bulkjiead
Proposed Floating Dock
B
J1 t-2
f
i■
Existing Pierhead Line
Contour Lines
0
5
10
20
10
8
6
4
2
0
- 2
- 4
MHW
Existing Pierhead Line
Proposed Floating Dock
MLW
10
8
6
MHW 4
- 6
- 8 Existing Grade
0+00 0+110 0+120 0+130 0+140
2
MLW 0
- 2
- 4
- 6
- 8
0+I50
RECEIVED
OCT 2 9 2021
DCM WILMINGTON, Ni
0 2.5 5 10
Vertical Scale
0 2.5 5
Horizontal Scale
10
NOTES:
1. HYDROGRAPHIC SURVEY COLLECTED BY ESP ASSOCIATES, INC. COLLECTED APRIL 27, 2021. WATER DEPTHS RELATIVE TO MLW NAVD 1988.
2. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 118 FEET.
3. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING PURPOSES ONLY.
LMG
I. AND MANAGF..5IF.NT 11110UP
DINEY# won pany
3805 Wrightsville Ave Suite 15
Wilmington. North Carolina 28403
910-452-0001
Project:
127 Beach
Road South
Title.
Profile View B
Dock Detail
Date
Scale:
6/1612021
As Noted
Drawn By:
WAD
Revision Date:
N/A
Job Number:
LMG21.165
Sheet Number
4 of 5
r li Icarc\o flO\llaskton\177 Pnarh P4 C rtwn