HomeMy WebLinkAboutTRC Approval Set
Commercial Site Plan TRC Approval – 7644 Market St – Service Station Page 1 of 2
COMMERCIAL SITE PLAN APPROVAL
To: Austin Scheib, Hanover Design Services, ascheib@hdsilm.com
From: Amy Doss, Development Planner
Date: February 11, 2026
Subject: Commercial Site Plan TRC Approval – Service Station – 7644 Market Street
The subject Commercial Site Plan has been approved by the Technical Review Committee (TRC). The
approved plan consists of a 12,000 sq ft building and associated parking on 1.88 acres of land
located at 7644 Market Street (PID# R03600-005-038-007).
The approved site plan is attached. This approval is valid for two years unless a building permit
application or evidence of another substantial improvement for all or a portion of the project is
submitted to the County. If the TRC approval expires it would require a new application that would
subject the project to all development standards in effect at the time of the new application.
Please note the project may be subject to additional regulations of the County’s development
ordinances. In addition, this approval does not relieve the applicant from any law, regulation, or
requirement of any other federal, state, or local government or regulatory agency.
Approval of this plan allows for construction plans to be submitted in COAST for the subject project.
Applicants must consult with New Hanover County Engineering on any required land disturbance and
stormwater permits and CFPUA on utility permits. A tree removal permit is required before any
regulated trees are removed from the site. Construction plans must also be approved through the
building and zoning permit review process before starting any construction.
If you have any questions or concerns, please do not hesitate to contact me at (910) 798-7571 or
adoss@nhcgov.com.
Thanks,
Amy Doss, Development Planner
Commercial Site Plan TRC Approval – 7644 Market St – Service Station Page 2 of 2
cc: Fire Marshal’s Office
CFPUA
New Hanover County Engineering
NC Department of Transportation
Attached
VA
R
I
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
7650 MARKET STREET LLCBOOK 6633 PAGE 1574PARCEL R03600-005-037-000
ZONING B-2LAND USE GAS STATION/SERVICE STATION
JACKSON INVESTMENTSBOOK 6171 PAGE 2896PARCEL R03600-005-037-004ZOINING B-2LAND USE AUTO REPAIR
JERGI BEHAJBOOK 6018 PAGE 415PARCEL R03619-016-028-000
LAND USE SINGLE FAMILY RESIDENTIALHEAVEN SOUTH LLCBOOK 6589 PAGE 1830PARCEL 03619-016-029-000ZONING R-15LAND USE SINGLE FAMILY RESIDENTIAL
MARKET STREET 7600 LLCBOOK 6642 PAGE 941PARCEL 03600-005-020-001ZONING CZD B-1LAND USE UNUSED LAND
ZONING R-15
JACKSON INVESTMENTSBOOK 6171 PAGE 2896PARCEL R03600-005-037-004ZOINING B-2LAND USE AUTO REPAIR
OVE
R
H
E
A
D
P
O
W
E
R
L
I
N
E
30
'
P
O
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
75'
S
H
O
D
S
B
100
'
S
H
O
D
S
B
25' SHOD SB
25' SHOD SB
25'
S
H
O
D
S
B
30' SB
EXISTING SANITARY SEWER EASEMENT
S 82°49'12" E 131.11'
S 77°42'01" E 254.10'N 80°59'32" W 45.74'
N 4
2
°
3
3
'
0
1
"
E
1
8
5
.
2
8
'
N 78°14'00" W 89.56'N 78°14'00" W 210.45'
N 54°
4
5
'
1
0
"
W
1
5
1
.
9
4
'
S 42
°
3
5
'
2
5
"
W
2
6
7
.
8
9
'
S 78°14'57" E 51.34'
RIP RAP XX
X
X
X
X
X
X X
FENCE
POWER
HATCH
S
150.00'
80
.
0
0
'
12000 SF TOTAL
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
RIP RAP
SWP
DU
M
P
S
T
E
R
2400 SF OFFICE
9600 SF SERVICE
1.88 Acres
10 10
7 7
8
NEW TOB
24"
R
C
P
15"
R
C
P
EX. I
N
L
E
T
LP
10X
7
0
S
.
D
.
T
10X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
8.0'
54.8
'
48
.
9
'
WM
W/M
7640 & 7644
EX.
8
"
W
A
T
E
R
Ex. Well
8" Sewer(Existing)
8" Sewer(Existing)
F.F.E 27.0'
10.3'
24
"
R
C
P
24
"
R
C
P
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
CR
CR
CR
CR
15"
R
C
P
17
.
5
17
16
15
14
13
12
17.517
16
15
SS
M
H
RIM
3
0
.
3
5
INV
1
6
.
9
6
SSMHRIM 26.78INV 16.43 SSMHRIM 24.98INV 15.94
PR
O
P
O
S
E
D
15'
P
U
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
HEAVY DUTY PAVEMENT
LIGHT DUTY PAVEMENT
METS EVIRD -/+ '89
7640 MARKET ST
23.4
'
42
.
8
'
X X X X X X X X
X
X
X
X
CR
EV Parking EV Parking
EV ParkingEV Parking
EV ParkingEV Parking
EV Parking EV Parking
EV Parking
24.523.5
BLIND SWALE
GR
A
S
S
@
1
%
10'' ROOF DRAIN @ 1%
CO
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
CO CO
*ALL ROOF DRAINAGE TO BEDIRECTED TO ROOF DRAINS
20'
25'
9'
80
'
150'
EXISTING SANITARY SEWER EASEMENT
25
.
0
'
DB 2830 PG 74- 78
15
.
0
'
25 24
24 23
23 22
22
22
22
22
22
22
21
21
21
21
21
20
20
20
19
10
.
0
'
21
.
2
'
7.3
'
12
.
3
'
PROP
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
PROP
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
4/21/2025
5
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 30'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
1
GW
LI
C
E
N
S
E
#
C
-
0
5
9
7
J
I
M
M
Y
D
O
T
L
L
C
76
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
O
W
N
E
R
:
1"
=
3
0
'
0
30
60
90
JI
M
M
Y
D
O
T
L
L
C
76
4
4
M
A
R
K
E
T
S
T
16540
1
SI
T
E
P
L
A
N
LEGEND
S
W\M = WATER METER
C\O = SANITARY SEWER CLEAN OUT
INV. = INVERT
BFP = BACK FLOW PREVENTOR
G\W = GUY WIRE
SWMH = STORM MANHOLE
GT. = GREASE TRAP
F\H = FIRE HYDRANT ASSEMBLY
I.S. = IRON SET
W\V = WATER VALVE
= SANITARY SEWER MH
= CURB INLET
= WATER SERVICE
= SEWER CLEANOUT
= WATER VALVE
COMPUTED PROPERTY LINE
EASEMENT
CENTERLINE
BUILDING SETBACK
PROPERTY LINE
PROPOSED STORM DRAIN
PROPOSED WATER SERVICE
CO
W
= SIGN LOCATION
B/O = BLOW OFF ASSEMBLY
LP = LIGHT POLE
PROPOSED SIDEWALK
= TREE TO BE PERSERVED
= TREE TO BE REMOVED
= CURB RAMPCR
SF (TYPICAL)SILT FENCE
PROPOSED FENCE
EXISTING CONTOUR
PROPSED CONTOUR36
36
SS SS SS SS SS SS
PROPOSED 6'' SANITARY SEWER SERVICE
LOD LIMITS OF DISTURBANCE
PROPOSED GAS SERVICE
HC
= HANDICAP RAMP
SITE DATA
PACEL ID NO: RO3600-005-037-002
ZONING: B-2 BUSINESS DISTRICT
SETBACKS
FRONT = 25'REAR= 0'SIDE = 25', ADJACENT TO RESIDENTIAL=30'SEE SECTION 3.1.3.C
HEIGHT= 50', ADJACENT TO RESIDENTIAL
PROPOSED USE: VEHICHLE MAINTENANCE
HEIGHT OF PROPOSED BUILDING = MAX HEIGHT 50'
EXISTING USE: CAR SALES
LOCATED IN FLOOD ZONE X SEE SECTION 3.1.3.C
COVER
SHOD - SPECIAL HIGHWAY OVERLAY DISTRICTNON RESIDENTIAL BUILDINGS 100' FROM THE RIGHT OF WAY
NO BUILDING CAN BE LESS THAN 25' FROM A PROPERY LINESETBACK MAY BE REDUCED TO A MAX. OF 25% WITH ADDTIONAL STREET SCAPE PLANTINGS
PARKING BUSINESS SERVICE CENTER 3/1000SF
NEW HANOVER COUNTY, NORTH CAROLINA
JIMMYDOT LLC
7640 & 7644 MARKET STREET
= LIGHT POLE
DESCRIPTION
COVER SHEET
INDEX TO DRAWINGS
SHEET No.
P1 of P5
D2 of D2
EC1 - EC3 EROSION CONTROL PLANS AND DETAILS
P1 -P1 POND PLANS
P2 of P5 SITE AND UTILITY PLAN
P3 of P5 GRADING
P4 of P5 EXISTINING CONDITIONS
DETAILS
D1 of D2 DETAILS
UTILITY NOTES
TREE PRESERVATION NOTES
STABILIZATION TIME FRAMES:
SITE AREA DESCRIPTION STABILIZATION
Slopes steeper than 3:1 7 DAYS
All other areas with slopes flatter than 4:1 14 DAYS
High Quality Water (HQW) Zones 7 DAYS
Perimeter dikes, swales, ditches and slopes 7 DAYS
Slopes 3:1 or flatter 14 DAYS
replacement with suitable material shall be the responsibility is made for suitability of subgrade, and undercut and any required
No geotechnical testing has been performed on site. No warranty
of the contractor.
NOTE WELL:
ANY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALLCITY, COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPESMUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
ACTIVITY.
SPREADER . ALL OTHER BUILT UPON AREAS (I.E. IMPERVIOUS SURFACES ) TO BE DIRECTED TO THE STORM SEWER COLLECTION SYSTEM (I.E. STORM INLETS OR PONDS) BY SWALES, OVERLAND FLOW,
1. ALL STORM WATER RUNOFF FROM BUILDING IS TO BE DIRECTED TO ROOF DRAINS AND LEVEL
4. ROOF DRAINS SHALL BE SIZED ACCORDING TO THE 2018 INTERNATIONAAL PLUMBING CODE AND ALL
SHEETS 1-33. FOR STORM PIPE MATERIAL AND INSTALLATION SEE DETAILS AND NCDOT STANDARD DRAWINGS 300.1
2. CONTRACTOR TO ENSURE THAT STREET PAVEMENT AND CURBING IS PLACED TODRAIN POSITIVELY TO CURB INLETS AND DRAINAGE STRUCTURES.
ADDITIONAL STORM WATER NOTES:
ADDITIONAL GRADING OR LANDSCAPE INLETS.
AND SHALL CONFORM TO ANY LOCAL REQUIREMENTS
5. ANY ROOF DRAIN LOCATIONS SHOWN HERE ARE APPROXIMATE AND MAY BE FIELD ADJUSTEDAS LONG AS THE MINIMUM REQUIRED SLOPE IS MAINTAINED.
DESCRIPTION OF WORK: GRADING, PAVING, DRAINAGE, AND UTILITIES
NOTE WELL:
BUILDING WASTE HANDLING1.NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS2.DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50’ FROM STORM DRAINS ANDSTREAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE.3.EARTHEN-MATERIALS STOCKPILE MUST BE LOCATED 50’ FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.4.CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS.
INSPECTIONS1.SAME WEEKLY INSPECTION REQUIREMENTS.2.SAME RAIN GAUGE & INSPECTION REQUIREMENTS AFTER 0.5’’ RAINFALL EVENT3.INSPECTIONS ARE ONLY REQUIRED DURING “NORMAL BUSINESS HOURS”.4.INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED.5.RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.6.ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDTIONS
NPDES-SPECIFIC PLAN SHEETS NOTES1.THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCG010000.2.THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000.3.THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCG010000.4.THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND ITS IS NOT A PART OF THE APPROVED PLANSFOR THE PUROPOSE OF ENFORMCENT ACTION UNDER THE COUNTY CODE.
NOTE WELL:
PARCEL ID NO: RO3600-005-038-000
HC
( NOT TO SCALE )
MARKET
S
T
SITE
LOST TRE
E
R
D
OA
K
R
I
D
G
E
L
N
GRE
E
N
V
I
E
W
D
R
I
V
E
AL
E
X
A
N
D
E
R
R
D
MARKET
S
T
PARKING SPACES REQUIRED: 36PARKING SPACES PROVIDED: 42ADA PARKING SPACES PROVIDED: 2
P4 of P5 DRAINAGE AREA
W
I
L
M
I
N
G
T
O
N
N
C
NO WETLANDS OR SURFACE WATERS EXIST ON SITE P
R
E
L
I
M
I
N
A
R
Y
*PAVEMENT MARKINGS AND ISLANDS SHOWN IN RIGHT OF WAY TAKEN FROM N.C.D.O.T PLAN U4902
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
NC
D
E
Q
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
7/
3
0
/
2
0
2
5
2
NC
D
O
T
C
O
M
M
E
N
T
S
-
N
C
D
O
T
D
R
I
V
E
P
E
R
M
I
T
9/
1
8
/
2
0
2
5
3
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
1-
2
3
-
2
0
2
6
4
TR
C
P
L
A
N
2-
9
-
2
0
2
6
5
2-9-26
MA
R
K
E
T
S
T
R
E
E
T
VA
R
I
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
7650 MARKET STREET LLC
BOOK 6633 PAGE 1574PARCEL R03600-005-037-000
ZONING B-2LAND USE GAS STATION/SERVICE STATION
JACKSON INVESTMENTSBOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
JERGI BEHAJBOOK 6018 PAGE 415PARCEL R03619-016-028-000
LAND USE SINGLE FAMILY RESIDENTIALHEAVEN SOUTH LLCBOOK 6589 PAGE 1830PARCEL 03619-016-029-000
ZONING R-15LAND USE SINGLE FAMILY RESIDENTIAL
MARKET STREET 7600 LLC
BOOK 6642 PAGE 941PARCEL 03600-005-020-001
ZONING CZD B-1LAND USE UNUSED LAND
ZONING R-15
JACKSON INVESTMENTSBOOK 6171 PAGE 2896
PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
OV
E
R
H
E
A
D
P
O
W
E
R
L
I
N
E
30
'
P
O
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
75'
S
H
O
D
S
B
100
'
S
H
O
D
S
B
25' SHOD SB
25' SHOD SB
25'
S
H
O
D
S
B
30' SB
EXISTING SANITARY SEWER EASEMENT
S 82°49'12" E 131.11'
S 77°42'01" E 254.10'N 80°59'32" W 45.74'
N 4
2
°
3
3
'
0
1
"
E
1
8
5
.
2
8
'
N 78°14'00" W 89.56'N 78°14'00" W 210.45'
N 54°
4
5
'
1
0
"
W
1
5
1
.
9
4
'
S 4
2
°
3
5
'
2
5
"
W
2
6
7
.
8
9
'
S 78°14'57" E 51.34'
RIP RAP XX
X
X
X
X
X
X X
FENCE
POWER
HATCH
S
150.00'
80
.
0
0
'
12000 SF TOTAL
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
RIP RAP
T
O
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB TOB TOB TOB TOB TOB TOB TOB
T
O
B
TO
B
TOB
1013
1014
1012
1016
10151017
1018
1004
1005
1008
1009
1001
1002
1003
1007
1010
1011
1006
1000
1022
1021
1020
1025
1029
1028
SWP
DU
M
P
S
T
E
R
2400 SF OFFICE
9600 SF SERVICE
1.88 Acres
10 10
7 7
8
NEW TOB
24"
R
C
P
15"
R
C
P
EX.
I
N
L
E
T
LP
LP
24.5'
24.0'
25.0'
26.0
'
26.0
'
26.7'
26
.
0
'
8'
S
I
D
E
W
A
L
K
5' SIDEWALK
LP
LP
LP
37.
5
'
S
E
T
B
A
C
K
50'
S
E
T
B
A
C
K
10X
7
0
S
.
D
.
T
10X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
14.
0
'
14
.
0
'
R5.5 3'
R 15.5 2'
R5.50'
R
15.5
0
'
8.0'
54.
8
'
48
.
9
'
R
5.00'
R15.00'R 15 .00'
R 5.0
0'
SS
SS
SS
SS
SS
c/o
WM
W/M
7640 & 7644
EX.
8
"
W
A
T
E
R
LOCATION TO BE DETERMINED
BY M.E.P PRIOR TO CONSTRUCTION
Ex. Well
8" Sewer(Existing)
8" Sewer(Existing)
26
.
0
'
F.F.E 27.0'
10.3'
24
"
R
C
P
24
"
R
C
P
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
CR
CR
CR
CR
15
"
R
C
P
17
.
5
17
16
15
14
13
12
17.517
16
15
SS
M
H
RIM
3
0
.
3
5
IN
V
1
6
.
9
6
SSMHRIM 26.78INV 16.43 SSMHRIM 24.98INV 15.94
WM
Inv.24.0'
6" Private Sewer Service
B.F
.
P
PR
O
P
O
S
E
D
15
'
P
U
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PR
O
P
O
S
E
D
8
"
W
/
L
1
2
3
3
3
3
0+
0
0
.
0
0
HEAVY DUTY PAVEMENT
LIGHT DUTY PAVEMENT
R
5.50'
R 1 5 .50'R
15
.50'
R 5.5
0'
R
5.0 0'
R
1
5.00'R 1 5.50'
R5.
5 0'
R 15.5 0 '
R
15.5
0
'
R5.50'
R5.
5 0'
R15
.
5
0
'
R 1 5.50'
R30.50'
Tie
t
o
E
x
i
s
t
i
n
g
2"
B
/
O
A
S
S
E
M
.
R
15.50'
8"
V
A
L
V
E
PR
O
P
F/H
6" FI
R
E
S
E
R
V
I
C
E
4 B.F
.
P
METS EVIRD -/+ '89
7640 MARKET ST
23.
4
'
42
.
8
'
X X X X X X X X
X
X
X
X
CR
EV Parking EV Parking
EV ParkingEV Parking
EV ParkingEV Parking
EV Parking EV Parking
EV Parking
Proposed
24.523.5
BLIND SWALE
GR
A
S
S
@
1
%
10'' ROOF DRAIN @ 1%
CO
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
CO CO
*ALL ROOF DRAINAGE TO BEDIRECTED TO ROOF DRAINS
2"G/V
6"G/V
2+
5
8
.
0
0
R
0
.
0
0
20'
25'
9'
80
'
150'
EXISTING SANITARY SEWER EASEMENT
25
.
0
'
c/oDB 2830 PG 74- 78
15
.
0
'
R.O
.
W
R.O
.
W
ST-1
ST-2ST-3
ST-4
ST-5
ST-6
ST-7
ST-8
RC
P
18
RCP
18
RCP
24
PVC 6
RCP
I
I
I
15
25 24
24 23
23 22
22
22
22
22
22
22
21
21
21
21
21
20
20
20
19
Inv.16.17'
10
.
0
'
21
.
2
'
7.3
'
12
.
3
'
PRO
P
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
PRO
P
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
4/21/2025
5
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
2
GW
LI
C
E
N
S
E
#
C
-
0
5
9
7
SITE PLAN
J
I
M
M
Y
D
O
T
L
L
C
76
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
O
W
N
E
R
:
1"
=
2
0
'
0
20
40
60
16540
1
SI
T
E
P
L
A
N
REMOVE FENCE
REMOVE EXISTING DRIVE AND CURB
REMOVE EXISTING DRIVE AND CURB
SEE GRADING SHEET FOR DETAILS
REL
O
C
A
T
E
L
I
G
H
T
P
O
L
E
RETAINING WALL BY OTHERS
RE GRADE SWALE AS SHOWN
PROPOSED 6" PUBLIC SEWER
EX.WELL TO BE ABANDONED
CR
AD
A
S
I
G
N
AD
A
S
I
G
N
JI
M
M
Y
D
O
T
L
L
C
76
4
4
M
A
R
K
E
T
S
T
W
I
L
M
I
N
G
T
O
N
N
C
*PAVEMENT MARKINGS AND ISLANDS SHOWN IN RIGHT OF WAY TAKEN FROM N.C.D.O.T PLAN U4902
1 8"X 2" TAPPING SADDLE AND VALVE
2 TIE TO EXISTING 8 " SEWER
3 3' TRANSITION 30" CURB TO 24" CURB
4 8" X 6" CUT IN TEE AND VALVE
5 EXISTING WELL ON SITE TO BE ABANDONEDBY A CERTIFIED WELL DRILLER.
6 IF SEPTIC TANK IS FOUND ON SITE, IT ISTO BE PUMPED OUT, CRUSHED ANDFILLED IN PER LOCAL CODES.
NOTE:UTILITY CONNECTIONS TO BUILDING TO BECONFIRMED BY M.E.P PLANS.
CO
N
V
E
R
T
T
O
D
R
O
P
I
N
L
E
T
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
NOTES:1.NO OBSTRUCTIONS SHALL BE PLACED WITHIN THE NCDOT SIGHT DISTANCETRIANGLES.2.NO OBSTRUCTIONS SHALL BE PLACED WITHIN THE STOPPING SIGHT DISTANCE
3.SIGNS AND LANDSCAPING WITHIN THE SIGHT DISTANCE TRIANGLES MUST PROVIDECLEAR SIGHT ZONE BETWEEN 3 FOOT 6 INCHES AND 10 FEET.4.REFER TO NCDOT " GUIDELINES FOR PLANTING WITH HIGHWAY RIGHT OF WAY" FOR
LANDSCAPING IN THE MEDIAN AND SIGHT DISTANCE TRIANGLES.5.OWNER IS RESPONSIBLE FOR ISLAND MAINTENANCE.6.EV PARKING SPACES ARE SHOWN FOR CAPABILITY AND DO NOT HAVE TO BE
INSTALLED.
5
360' STOPPING SIGHT TRIANGLE
360' STOPPING SIGHT TRIANGLE
PR
O
P
E
R
T
Y
L
I
N
E
T
O
B
E
A
B
A
N
D
O
N
E
D
NC
D
E
Q
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
7/
3
0
/
2
0
2
5
UTILITY NOTE:
1.ANY EXISTING CLEAN OUTS FOUND DURINGCONSTRUCTION SHALL BE ABANDONED PERCFPUA SPECIFICATIONS.
2
NC
D
O
T
C
O
M
M
E
N
T
S
-
N
C
D
O
T
D
R
I
V
E
P
E
R
M
I
T
9-
1
8
-
2
5
3
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
4
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
1-
2
3
-
2
0
2
6
5
TR
C
P
L
A
N
2-
9
-
2
0
2
6
2-9-26
MA
R
K
E
T
S
T
R
E
E
T
VA
R
I
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
7650 MARKET STREET LLC
BOOK 6633 PAGE 1574PARCEL R03600-005-037-000
ZONING B-2LAND USE GAS STATION/SERVICE STATION
JACKSON INVESTMENTSBOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
JERGI BEHAJBOOK 6018 PAGE 415PARCEL R03619-016-028-000
LAND USE SINGLE FAMILY RESIDENTIALHEAVEN SOUTH LLC
BOOK 6589 PAGE 1830PARCEL 03619-016-029-000
ZONING R-15LAND USE SINGLE FAMILY RESIDENTIAL
MARKET STREET 7600 LLC
BOOK 6642 PAGE 941PARCEL 03600-005-020-001
ZONING CZD B-1LAND USE UNUSED LAND
ZONING R-15
JACKSON INVESTMENTS
BOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
OV
E
R
H
E
A
D
P
O
W
E
R
L
I
N
E
30
'
P
O
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
75'
S
H
O
D
S
B
100
'
S
H
O
D
S
B
25' SHOD SB
25' SHOD SB
25'
S
H
O
D
S
B
30' SB
EXISTING SANITARY SEWER EASEMENT
S 82°49'12" E 131.11'
S 77°42'01" E 254.10'N 80°59'32" W 45.74'
N 4
2
°
3
3
'
0
1
"
E
1
8
5
.
2
8
'
N 78°14'00" W 89.56'N 78°14'00" W 210.45'
N 54°
4
5
'
1
0
"
W
1
5
1
.
9
4
'
S 4
2
°
3
5
'
2
5
"
W
2
6
7
.
8
9
'
S 78°14'57" E 51.34'
RIP RAP XX
X
X
X
X
X
X X
FENCE
POWER
HATCH
S
31
31
31
31
30
3
0
29
2
9
2
8
28
28
28
27
27
2
6
26
26
26
25
2
5
25
25
24
24
24
24
24
24
23
23
22
22
21
21
2
0
20
19
19
150.00'
80
.
0
0
'
12000 SF TOTAL
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
RIP RAP
T
O
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB TOB TOB TOB TOB TOB TOB TOB TOB
T
O
B
TO
B
TOB
1013
1014
1012
1016
10151017
1018
1004
1005
1008 1009
1001
1002
1003
1007
1010
1011
1006
1000
1022
1021
1020
1025
1029
1028
SWP
DU
M
P
S
T
E
R
2400 SF OFFICE
9600 SF SERVICE
1.88 Acres
31
.
0
9
29
.
5
0
30
.
2
4
29
.
8
4
27.00
27
.
0
0
27.002
7
.
0
0
27.00
27.00
26.85
2
6
.
8
5
26.
8
5
26.
6
9
26.69 26.8826.88
26.69
26.34
26.17
26.40 26.40
26.33
28.25
2
9
.
5
0
26.00
26.
0
0
2
7
.
0
0
26
.
2
2
27
.
8
0
26.
6
9
25.39
25.36
26.25 25.6526.00
26.
3
0
28
.
8
0
28.23
26.30
24.89 F
L
24.86 FL
2
5
.
1
5
F
L
26.19 F
L
26.19 FL
24.86 FL
2
5
.
1
5
F
L
26.30
26.14
25.88
26.
1
4
2
6
.
0
1
26.07
26.2
6
25.
9
1
26.
1
4
26.
2
2 26.06
25
.
9
5
26.20
26.
0
6 26.06
25.78
26.19 26.19
NEW TOB
24"
R
C
P
15"
R
C
P
EX.
I
N
L
E
T
LP
LP
24.5'
24.0'
25.0'
26.0
'
26.0
'
26.7'
26
.
0
'
8'
S
I
D
E
W
A
L
K
5' SIDEWALK
LP
LP
LP
37.5
'
S
E
T
B
A
C
K
50'
S
E
T
B
A
C
K
25.025.0
23.5
22.0
22.0
23.0
10X
7
0
S
.
D
.
T
10X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
14.
0
'
14.
0
'
8.0'
54.
8
'
48
.
9
'
SS
SS
SS
SS
SS
c/o
WM
W/M
7640 & 7644
EX.
8
"
W
A
T
E
R
LOCATION TO BE DETERMINED
BY M.E.P PRIOR TO CONSTRUCTION
Ex. Well
8" Sewer(Existing)
8" Sewer(Existing)
26
.
0
'
F.F.E 27.0'
10.3'
24
"
R
C
P
24
"
R
C
P
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
CR
CR
CR
CR
15
"
R
C
P
17
.
5
17
16
15
14
13
12
17.5 17
16
15
SS
M
H
RIM
3
0
.
3
5
IN
V
1
6
.
9
6
SSMHRIM 26.78INV 16.43 SSMHRIM 24.98INV 15.94
WM
Inv.24.0'
6" Private Sewer Service
B.F
.
P
PR
O
P
O
S
E
D
15
'
P
U
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PR
O
P
O
S
E
D
8
"
W
/
L
1
2
3
3
3
3
0+
0
0
.
0
0
HEAVY DUTY PAVEMENT
LIGHT DUTY PAVEMENT
Tie
t
o
E
x
i
s
t
i
n
g
2"
B
/
O
A
S
S
E
M
.
8"
V
A
L
V
E
PR
O
P
F/H
6" FI
R
E
S
E
R
V
I
C
E
4 B.F
.
P
METS EVIRD -/+ '89
7640 MARKET ST
23.
4
'
42
.
8
'
X X X X X X X X
X
X
X
X
CR
EV Parking EV Parking
EV ParkingEV Parking
EV ParkingEV Parking
EV Parking EV Parking
EV Parking
Proposed
23.524.524.523.5
BLIND SWALE
GR
A
S
S
@
1
%
10'' ROOF DRAIN @ 1%
CO
25.5
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
24.3
26.
8
5
CO CO
*ALL ROOF DRAINAGE TO BEDIRECTED TO ROOF DRAINS
2"G/V
6"G/V
2+
5
8
.
0
0
R
0
.
0
0
20'
25'
9'
80
'
150'
EXISTING SANITARY SEWER EASEMENT
25
.
0
'
c/oDB 2830 PG 74- 78
15
.
0
'
R.O
.
W
R.O
.
W
ST-1
ST-2ST-3
ST-4
ST-5
ST-6
ST-7
ST-8
RC
P
18
RCP
18
RCP
24
PVC 6
RCP
I
I
I
15
25 24
24 23
23 22
22
22
22
22
22
22
21
21
21
21
21
20
20
20
19
Inv.16.17'
26.22
303
0
29
29
29
29
28
28
28
28
27
27
27
27
27
26
26
26
26
26
26
26
26
2626
26
26
26
26
2525
2525
2
5
25 25
25
25
25
24
24
2
4
24
23
23
23
23
2
3
22
22
22 21
10
.
0
'
25
24
24
26
21
.
2
'
7.3
'
12
.
3
'
PRO
P
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
PRO
P
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
4/21/2025
5
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
3
GW
LI
C
E
N
S
E
#
C
-
0
5
9
7
GRADING
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
16540
1
SI
T
E
P
L
A
N
PRELIMINARY
RETAINING WALL BY OTHERS
RE GRADE SWALE AS SHOWN
P
R
E
L
I
M
I
N
A
R
Y
JI
M
M
Y
D
O
T
L
L
C
76
4
4
M
A
R
K
E
T
S
T
W
I
L
M
I
N
G
T
O
N
N
C
*PAVEMENT MARKINGS AND ISLANDS SHOWN IN RIGHT OF WAY TAKEN FROM N.C.D.O.T PLAN U4902
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
NC
D
E
Q
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
7/
3
0
/
2
0
2
5
2
NC
D
O
T
C
O
M
M
E
N
T
S
-
N
C
D
O
T
D
R
I
V
E
P
E
R
M
I
T
9-
1
8
-
2
5
3
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
4
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
1-
2
3
-
2
0
2
6
5
TR
C
P
L
A
N
1-
2
3
-
2
0
2
6
2-9-26
MA
R
K
E
T
S
T
R
E
E
T
VA
R
I
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
7650 MARKET STREET LLC
BOOK 6633 PAGE 1574PARCEL R03600-005-037-000
ZONING B-2LAND USE GAS STATION/SERVICE STATION
JACKSON INVESTMENTSBOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
JERGI BEHAJBOOK 6018 PAGE 415PARCEL R03619-016-028-000
LAND USE SINGLE FAMILY RESIDENTIALHEAVEN SOUTH LLC
BOOK 6589 PAGE 1830PARCEL 03619-016-029-000
ZONING R-15LAND USE SINGLE FAMILY RESIDENTIAL
MARKET STREET 7600 LLC
BOOK 6642 PAGE 941PARCEL 03600-005-020-001
ZONING CZD B-1LAND USE UNUSED LAND
ZONING R-15
JACKSON INVESTMENTS
BOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
OV
E
R
H
E
A
D
P
O
W
E
R
L
I
N
E
30
'
P
O
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
75'
S
H
O
D
S
B
100
'
S
H
O
D
S
B
25' SHOD SB
25' SHOD SB
25'
S
H
O
D
S
B
30' SB
EXISTING SANITARY SEWER EASEMENT
S 82°49'12" E 131.11'
S 77°42'01" E 254.10'N 80°59'32" W 45.74'
N 4
2
°
3
3
'
0
1
"
E
1
8
5
.
2
8
'
N 78°14'00" W 89.56'N 78°14'00" W 210.45'
N 54°
4
5
'
1
0
"
W
1
5
1
.
9
4
'
S 4
2
°
3
5
'
2
5
"
W
2
6
7
.
8
9
'
S 78°14'57" E 51.34'
RIP RAP XX
X
X
X
X
X
X X
FENCE
POWER
HATCH
S
150.00'
80
.
0
0
'
12000 SF TOTAL
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
RIP RAP
T
O
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB TOB TOB TOB TOB TOB TOB TOB TOB
T
O
B
TO
B
TOB
1013
1014
1012
1016
10151017
1018
1004
1005
1008 1009
1001
1002
1003
1007
1010
1011
1006
1000
1022
1021
1020
1025
1029
1028
SWP
DU
M
P
S
T
E
R
2400 SF OFFICE
9600 SF SERVICE
31
.
0
9
29
.
5
0
30
.
2
4
29
.
8
4
27.00
27
.
0
0
27.002
7
.
0
0
27.00
27.00
26.85
2
6
.
8
5
26.
8
5
26.
6
9
26.69 26.8826.88
26.69
26.34
26.17
26.40 26.40
26.33
28.25
2
9
.
5
0
26.00
26.
0
0
2
7
.
0
0
26
.
2
2
27
.
8
0
26.
6
9
25.39
25.36
26.25 25.6526.00
26.
3
0
28
.
8
0
28.23
26.30
24.89 F
L
24.86 FL
2
5
.
1
5
F
L
26.19 F
L
26.19 FL
24.86 FL
2
5
.
1
5
F
L
26.30
26.14
25.88
26.
1
4
2
6
.
0
1
26.07
26.2
6
25.
9
1
26.
1
4
26.
2
2 26.06
25
.
9
5
26.20
26.
0
6 26.06
25.78
26.19 26.19
NEW TOB
24"
R
C
P
15"
R
C
P
EX.
I
N
L
E
T
LP
LP
24.5'
24.0'
25.0'
26.0
'
26.0
'
26.7'
26
.
0
'
8'
S
I
D
E
W
A
L
K
5' SIDEWALK
0.56Ac.
24176 SF
0.57Ac.
24768 SF
0.34Ac.
14992 SF
0.41Ac.
18073 SF
LP
LP
LP
37.5
'
S
E
T
B
A
C
K
50'
S
E
T
B
A
C
K
25.025.0
23.5
22.0
22.0
23.0
10X
7
0
S
.
D
.
T
10X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
14.
0
'
14.
0
'
R
5.
5 3'
R 15.5 2'
R5.50'
R
15.5
0
'
8.0'
54.
8
'
48
.
9
'
R
5.00'
R15.00'R 1 5 .00'
R 5.0
0'
ST-3
ST-4
ST-2
WM
W/M
EX.
8
"
W
A
T
E
R
Ex. Well
8" Sewer(Existing)
8" Sewer(Existing)
26
.
0
'
F.F.E 27.0'
10.3'
24
"
R
C
P
24
"
R
C
P
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
CR
CR
CR
CR
15
"
R
C
P
17
.
5
17
16
15
14
13
12
17.5 17
16
15
SS
M
H
RIM
3
0
.
3
5
IN
V
1
6
.
9
6
SSMHRIM 26.78INV 16.43 SSMHRIM 24.98INV 15.94
PR
O
P
O
S
E
D
15
'
P
U
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
3
3
3
3
0+
0
0
.
0
0
HEAVY DUTY PAVEMENT
LIGHT DUTY PAVEMENT
R
5.50'
R 1 5 .50'R
15
.50'
R 5.5
0'
R
5.0 0'
R
1
5.00'R 1 5.50'
R
5.
5 0'
R 15.5 0 '
R
15.5
0
'
R5.50'
R
5.
5 0'
R15
.
5
0
'
R 1 5.50'
R30.50'
Tie
t
o
E
x
i
s
t
i
n
g
R
15.50'
METS EVIRD -/+ '89
7640 MARKET ST
23.
4
'
42
.
8
'
CR
EV Parking EV Parking
EV ParkingEV Parking
EV ParkingEV Parking
EV Parking EV Parking
EV Parking
23.524.524.523.5
BLIND SWALE
GR
A
S
S
@
1
%
10'' ROOF DRAIN @ 1%
CO
25.5
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
24.3
26.
8
5
CO CO
*ALL ROOF DRAINAGE TO BEDIRECTED TO ROOF DRAINS
2+
5
8
.
0
0
R
0
.
0
0
20'
25'
9'
80
'
150'
EXISTING SANITARY SEWER EASEMENT
25
.
0
'
DB 2830 PG 74- 78
15
.
0
'
R.O
.
W
R.O
.
W
ST-1
ST-2ST-3
ST-4
ST-5
ST-6
ST-7
ST-8
RC
P
18
RCP
18
RCP
24
PVC 6
RCP
I
I
I
15
25 24
24 23
23 22
22
22
22
22
22
22
21
21
21
21
21
20
20
20
19
26.22
303
0
29
29
29
29
28
28
28
28
27
27
27
27
27
26
26
26
26
26
26
26
26
2626
26
26
26
26
2525
2525
2
5
25 25
25
25
25
24
24
2
4
24
23
23
23
23
2
3
22
22
22 21
10
.
0
'
21
.
2
'
7.3
'
12
.
3
'
PRO
P
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
PRO
P
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
4/21/2025
5
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
4
ARS
LI
C
E
N
S
E
#
C
-
0
5
9
7
DRAINAGE
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
16540
1
SI
T
E
P
L
A
N
PRELIMINARY
POND DRAINAGE AREA
P
R
E
L
I
M
I
N
A
R
Y
JI
M
M
Y
D
O
T
L
L
C
76
4
4
M
A
R
K
E
T
S
T
W
I
L
M
I
N
G
T
O
N
N
C
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
NC
D
E
Q
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
7/
3
0
/
2
0
2
5
3
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
4
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
1-
2
3
-
2
0
2
6
5
TR
C
P
L
A
N
2-
9
-
2
0
2
6
2-9-26
MA
R
K
E
T
S
T
R
E
E
T
VA
R
I
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
7650 MARKET STREET LLC
BOOK 6633 PAGE 1574PARCEL R03600-005-037-000
ZONING B-2LAND USE GAS STATION/SERVICE STATION
JACKSON INVESTMENTSBOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
JERGI BEHAJBOOK 6018 PAGE 415PARCEL R03619-016-028-000
LAND USE SINGLE FAMILY RESIDENTIALHEAVEN SOUTH LLC
BOOK 6589 PAGE 1830PARCEL 03619-016-029-000
ZONING R-15LAND USE SINGLE FAMILY RESIDENTIAL
MARKET STREET 7600 LLC
BOOK 6642 PAGE 941PARCEL 03600-005-020-001
ZONING CZD B-1LAND USE UNUSED LAND
ZONING R-15
JACKSON INVESTMENTS
BOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
OV
E
R
H
E
A
D
P
O
W
E
R
L
I
N
E
30
'
P
O
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
EXISTING SANITARY SEWER EASEMENT
DITCH
DITC
H
CO
N
C
R
E
T
E
PA
V
E
M
E
N
T
PA
V
E
M
E
N
T
PA
V
E
M
E
N
T
S 82°49'12" E 131.11'
S 77°42'01" E 254.10'N 80°59'32" W 45.74'
N 4
2
°
3
3
'
0
1
"
E
1
8
5
.
2
8
'
N 78°14'00" W 89.56'N 78°14'00" W 210.45'
N 54
°
4
5
'
1
0
"
W
1
5
1
.
9
4
'
S 4
2
°
3
5
'
2
5
"
W
2
6
7
.
8
9
'
S 78°14'57" E 51.34'
RIP RAP XX
X
X
X
X
X
X X
FENC
E
FENC
E
FENCE
NCDOT DRAINAGE
EASEMENT
POWER
HATCH
S
31
31
31
31
30
3
0
29
29
28
28
28
28
27
27
2
6
26
26
26
25
2
5
25
25
24
24
24
24
24
24
23
23
22
22
21
21
2
0
20
19
19
PP
PP
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
RIP RAP
OHP OHP OHP OHP OHP OHP OHP OHP
1013
1014
1012
1016
10151017
1018
1004
1005
1008 1009
1001
1002
1003
1007
1010
1011
1006
1000
1022
1021
1020
1025
1029
1028
1.88 Acres
2
4
"
R
C
P
15"
R
C
P
EX.
I
N
L
E
T
LP
LP
LP
LP
LP
WM
W/M
7640 & 7644
EX.
8
"
W
A
T
E
R
Ex. Well
8" Sewer(Existing)
8" Sewer(Existing)
24
"
R
C
P
24
"
R
C
P
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
CR
CR
CR
CR
15
"
R
C
P
SS
M
H
RIM
3
0
.
3
5
IN
V
1
6
.
9
6
SSMHRIM 26.78INV 16.43 SSMHRIM 24.98INV 15.94
X X X X X X X X
X
X
X
X
CR
20'
25'
9'
80
'
EXISTING SANITARY SEWER EASEMENT
25
.
0
'
DB 2830 PG 74- 78
15
.
0
'
7/10/24
5
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
JW
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
5
JW
LI
C
E
N
S
E
#
C
-
0
5
9
7
CONDITIONS
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
16540
1
SI
T
E
P
L
A
N
EXISTING
PRE
V
I
O
U
S
B
L
D
G
.
NO
T
E
X
I
S
T
I
N
G
A
T
T
I
M
E
O
F
S
U
R
V
E
Y
I-1
I-2 I-3
P
R
E
L
I
M
I
N
A
R
Y
JI
M
M
Y
D
O
T
L
L
C
76
4
4
M
A
R
K
E
T
S
T
W
I
L
M
I
N
G
T
O
N
N
C
*PAVEMENT MARKINGS AND ISLANDS SHOWN IN RIGHT OF WAY TAKEN FROM N.C.D.O.T PLAN U4902
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
12-22-25
4/21/2025
D-2
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
D-1
ARS
LI
C
E
N
S
E
#
C
-
0
5
9
7
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
16540
1
SI
T
E
P
L
A
N
DETAILS
COORDINATE APPROPRIATE SCHEDULING AND PLACEMENT. AT THE MINIMUM
9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
10. THIS PLAN IS FOR SITE UTILITIES, GRADING, ROADWORK, AND DRAINAGE ONLY.
WITH PLANS AND OTHER PERTINENT INFORMATION, WHEN FEASIBLE, TO
11. AFFECTED NON-MUNICIPAL UTILITIES SHALL BE CONTACTED AND PROVIDED
THIS SHOULD INCLUDE AT&T AND DUKE (PROGRESS) ENERGY.
14. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
THE FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES
WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER.
DURING CONSTRUCTION AT HIS EXPENSE. PARKING AREAS SHALL BE
5. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION
DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE
6. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE. NO
WARRANTY IS MADE FOR SUITABILITY OF SUBGRADE, AND UNDERCUT AND
ANY REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE
7. EXTREME CARE SHALL BE TAKEN TO ENSURE MINIMUM SEPARATIONS AT
POSITIVELY TO THE ROADWAY INLETS AND CATCH BASINS.
8. CONTRACTOR TO ENSURE THAT STREET PAVEMENT IS PLACED SO AS TO DRAIN
RESPONSIBILITY OF THE CONTRACTOR.
REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
4. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE AND CURB BOXES TO
CONSTRUCTION SHALL BE PRESERVED WHEREVER POSSIBLE UNLESS
3. ALL TREES WHICH ARE NOT REQUIRED TO BE CLEARED FOR
CONTRACTOR RESPONSIBLE FOR GEOTECHNICAL TESTING AS NECESSARY.
ALL UTILITY CROSSINGS.
OTHERWISE DIRECTED.
16. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
17. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
REALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES, STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
DRAINAGE TO RECEIVING STRUCTURES. ALL STORM WATER RUNOFF FROM
CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS
1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION
ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE
COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS
AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE
48 HOURS BEFORE COMMENCING CONSTRUCTION.
OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO
GENERAL NOTES:
LANDSCAPING INLETS.
OR PONDS) BY SWALES, OVERLAND FLOW, ADDITIONAL GRADING, OR
BUILT UPON AREAS (i.e. IMPERVIOUS SURFACES and ROOF DRAINAGE)
TO BE DIRECTED TO STORM SEWER COLLECTION SYSTEM (i.e. STORM INLETS
ADDITIONAL REQUIRED PERMITS.
12. ALL CONSTRUCTION TO CONFORM TO NHC STANDARDS AND ALL
13. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
APPLICABLE STATE & LOCAL CODES.
THE STATE AND THE TOWN. CONTRACTOR RESPONSIBLE FOR ANY
18. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET NCDOT AND MUTCD STANDARDS
TYPICAL PARKING STALL
4" WHITE STRIPES9.0'
18
.
0
'
8.
0
'
TYPICAL SIDEWALK
ADJOING SIDEWALK
VAN ACCESSIBLE PARKING STALL
4" WHITE STRIPES
CONCTRETE WHEEL STOP
9.0'
18
.
0
'
PARKING SIGN
8.
0
'
TYPICAL SIDEWALK
ADJOING SIDEWALK
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
c. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
WATER MAINS.
11. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS:
16. TWO VALVES ARE REQUIRED AT "T" INTERSECTIONS AND ONE VALVE ON
15. ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
THE WATER LINE TO FIRE HYDRANTS.
17. A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END"
14. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
SUBGRADE STANDARDS.
12. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
d. WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
OF 10' EITHER SIDE OF CROSSING.
13. SEE CITY OF WILMINGTON PRIVATE ACCESS EASMENT FOR PAVING AND
WATER LINES.
ADDITIONAL UTILITY NOTES:
b. MINIMUM CLEARANCE OF 1 FOOT BETWEEN WATER MAINS AND OTHER UTILITIES.
18. INSTALLATION AND CONNECTION OF ALL UTILITY SERVICES, OUTSIDE UTILITYEASEMENTS, SUCH AS SEWER, STORM, AND WATER MUST BE INSPECTED BY THECITY OF WILMINGTON.
IS REQUIRED. CONTACT:CFPUA PRIOR TO CONSTRUCTION
HEALTH AND NATURAL RESOURCES. A PRE-CONSTRUCTION CONFERENCE
CITY OF WILMINGTON, CFPUA, AND THE N.C. DEPT. OF ENVIRONMENTAL
6. BLOW OFF ASSEMBLIES SHALL BE IN ACCORDANCE WITH THE DETAIL.
5. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAIL.
3. LOCATE ALL METER SETTINGS 5' FROM LOT LINE UNLESS OTHERWISE NOTED.
10. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER,
8. ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE
7. ALL BENDS AND TEES SHALL BE ADEQUATELY BLOCKED (SEE DETAIL).
4. ALL COMMERCIAL WATER SERVICE LINES TO BE 2" UNLESS OTHERWISE NOTED.
OTHERWISE ON PLANS. SEE SPECIFICATIONS FOR ADDITIONAL MATERIALS REQUIRED.
2. 3' MINIMUM COVER ON ALL WATER MAINS.
ACCORDING TO CFPUA SPECIFICATIONS.
AND DISINFECTED IN ACCORDANCE WITH CFPUA SPECIFICATIONS.
9. ALL MAINS SHALL BE INSTALLED, ADEQUATELY FLUSHED, PRESSURE TESTED,
1. ALL WATER MAINS TO BE SDR18 PVC PIPE WITH PUSH ON JOINTS UNLESS NOTED
19. SANITARY SERVICES SMALLER THAN 8'' SHALL HAVE CLEANOUTS AT INTERVALS
OF NOT MORE THAN 100'. CLEANOUTS SHALL BE PROVIDE FOR SERVICE LINESAND BUILDING DRAINS THAT HAVE HORIZONTAL DIRECTION CHANGES GREATERTHAN 45 DEGREES.
20. SEE 2018 IPC FOR FURTHER GUIDANCE ON UTILITY SERVICE REQUIREMENTS.
21. INSIDE DROPS SHALL BE PROVIDED FOR ANY SEWER ENTERING A MANHOLE
30'' ABOVE THE MANHOLE INVERT. DROP MANHOLES SHALL BE 5' DIAMETER
22. SEWER MAINS GREATER THAN 12' DEPTH SHALL BE C900 DR-18
SEWER AND WATER INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE WITH WITH THE LATEST CFPUA SPECIFICATIONS.
THE ENGINEER OR REPRESENTATIVE OF THE ENGINEER AND CFPUA SHALL BE CONTACTED PRIOR TO ANY TESTING.
PLAZ
A
A
R
E
A
5'
EXPANSION JOINT
AT 30' INTERVALS(TYP)
1" SCORE(TYP)
30
'
PL
5' WIDE 4"THICK
MTP_SYMBOL
MTP_SYMBOL
MTP_SYMBOL
MTP_SYMBOLMTP_SYMBOL
MTP_SYMBOL
MTP_SYMBOL
MTP_SYMBOL
MTP_SYMBOL
MTP_SYMBOL
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSETHE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGINGWILL DIE. THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OFOF COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREEUNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
CONSTRUCTED.
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION.
TREE PROTECTION DURING CONSTRUCTION
EXISTING TREE
3' MIN. STAKE
HEIGHT ABOVE
GRADE
DRIPLINE
PROTECTIVE
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTIONAND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDINGOUT TO THE TIPS OF THE OUTERMOST BRANCHES.
BARRIER
VARVAR
4'-0"
GRASS STRIP
1/2" EXPANSION JOINT
EXCEED 12:1
SLOPE NOT TO
FACE OF CURB
12:1 MAX
SCORE
DEPRESSED
SLOPE
VAR
4'-0"3'-4"
SIDEWALK
BACK OF CURB
1/2" EXPANSION JOINT
IN CURB
MIN
VERTICAL BREAK
PED-X-ING
10'-0"SEE NOTE 2 2'-0"
CURB
PLAN VIEW WHEELCHAIR RAMPSTANDARD ROOF DRAIN MANIFOLD CONNECTION
2" S9.5B SURFACE COURSE
6" COMPACTED ABC
PREPARED SUBGRADE
LIGHT DUTY ASPHALT SECTIONS (PARKING BAYS)
NOTE WELL: PAVEMENT THICKNESS
AND SUBGRADE REQUIRMENTS MAY BE
INCREASED PER RECOMMENDATION OF
GEOTECHNICAL CONSULTANT. CONTRACTOR
RESPONSIBLE FOR COMPATION TESTING
3" S9.5B SURFACE COURSE
6" COMPACTED ABC
PREPARED SUBGRADE
HEAVY DUTY ASPHALT SECTIONS
NOTE WELL: PAVEMENT THICKNESS
AND SUBGRADE REQUIRMENTS MAY BE
INCREASED PER RECOMMENDATION OF
GEOTECHNICAL CONSULTANT. CONTRACTOR
RESPONSIBLE FOR COMPATION TESTING
6" 4,000 PSI CONCRETE
4" COMPACTED ABC
PREPARED SUBGRADE
HEAVY DUTY RIGID PAVEMENT
NOTE WELL: PAVEMENT THICKNESS
AND SUBGRADE REQUIRMENTS MAY BE
INCREASED PER RECOMMENDATION OF
GEOTECHNICAL CONSULTANT. CONTRACTOR
RESPONSIBLE FOR COMPATION TESTING
JI
M
M
Y
D
O
T
L
L
C
76
4
4
M
A
R
K
E
T
S
T
W
I
L
M
I
N
G
T
O
N
N
C
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
LINE WITH CLASS A RIP RAP
2:1
1.0'
COMMON BERMUDA OR CENTIPEDE SOD
FILTER STRIP
15'
CONCRETE LEVEL
SPREADER
1.5'1.5W X 10L X .5D WASHED 57 STONE
24.3
24.6'24.5
NOTES:1.FILTER STRIP SHALL MAINTAIN CONSTANT SLOPE PERPENDICULARAND PARALLEL TO LEVEL SPREADER
2. LEVEL SPREADER TO MAINTAIN <.25 TOLERANCE ALONG TOP OF
LEVEL SPREADER
BLIND SWALE
FOOTER
LEVEL SPREADER
N.T.S
23.5
10" PVC
1.0'
2:1
FILTER FABRICNOTE: FILTER FABRIC IS TOBE PLACED UNDER ALL STONEAND SAND LAYER.USE NICOLON MIRAFI NONWOVEN
NON WOVEN FILTER FABRIC
*FOR TRUCK TRAFFIC AREAINCLUDES FRONT OF BUILDING DRIVE AISLE EXTENDING TO SITE ENTANCES.
INCLUDES DRIVE AISLE WEST OF BUILDING
NC
D
E
Q
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
7/
3
0
/
2
0
2
5
2
NC
D
O
T
C
O
M
M
E
N
T
S
-
N
C
D
O
T
D
R
I
V
E
P
E
R
M
I
T
9-
1
8
-
2
5
3
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
4
TR
C
P
L
A
N
2-
9
-
2
0
2
6
2-9-26
Horizontal Scale = 1 :20
Vertical Scale = 1 :5
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+205
10
15
20
25
30
35
5
10
15
20
25
30
35
156.14LF 18'' RCP
@0.60%158.25LF 18'' RCP
@0.70%
94.28LF 24'' RCP
@2.12%
ST-4 ST-3 ST-2
ST-1
RI
M
2
4
.
9
1
IN
V
O
U
T
2
0
.
5
4
RI
M
2
4
.
8
8
IN
V
I
N
1
9
.
6
1
IN
V
O
U
T
1
9
.
6
1
RI
M
2
5
.
2
1
IN
V
I
N
1
8
.
5
0
IN
V
O
U
T
1
8
.
0
0
IN
V
O
U
T
1
6
.
0
0
Horizontal Scale = 1 :20
Vertical Scale = 1 :5
-0+20 0+00 0+20 0+405
10
15
20
25
30
35
5
10
15
20
25
30
35
Horizontal Scale = 1 :20
Vertical Scale = 1 :5
-0+20 0+00 0+20 0+405
10
15
20
25
30
35
5
10
15
20
25
30
35
24.32LF 15''
RCP III
@0.41%
ST-8
ST-7
RI
M
2
1
.
0
0
IN
V
O
U
T
1
8
.
5
0
IN
V
O
U
T
1
8
.
4
0
28.98LF 6'' PVC@0.35%
ST-6
ST-5
RI
M
2
1
.
0
0
IN
V
O
U
T
1
8
.
5
0
RI
M
1
8
.
9
0
IN
V
I
N
1
8
.
4
0
IN
V
O
U
T
1
8
.
4
0
Horizontal Scale = 1 :20
Vertical Scale = 1 :5
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+8010
15
20
25
30
35
40
10
15
20
25
30
35
40
TI
E
T
O
E
X
.
2"
C
O
N
N
E
C
T
I
O
N
8"
V
A
L
V
E
PR
O
P
O
S
E
D
B
/
O
EXISTING SURFACE
PROPOSEDSURFACE
CONTRACTOR TO CONFIRM DEPTHPRIOR TO CONSTRUCTION
BENDS AND FITTINGS
MAINTAIN 3' COVER
EXISTING 24" PIPE & DITCH
8" C900 PVC
8" C900 PVC
*Maintain 30" Separation Min.See CFPUA Stnd. Det. WS-10
6"
C
O
N
N
E
C
T
I
O
N
8" C900 PVC
EX
.
V
A
L
V
E
PROPOSED8" VALVE
3.3'72.0'
MINIMUM RESTRAINT
RESTRAINT
14.0'MINIMUM RESTRAINT
13.8'
4/21/2025
D-2
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
D-2
ARS
LI
C
E
N
S
E
#
C
-
0
5
9
7
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
16540
1
SI
T
E
P
L
A
N
DETAILS
JI
M
M
Y
D
O
T
L
L
C
76
4
4
M
A
R
K
E
T
S
T
W
I
L
M
I
N
G
T
O
N
N
C
8" WATERLINE PROFILE
STORMWATER PROFILES
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
TYPICAL POUR IN PLACE CONCRETE
4X4 TREATED POST
HINGE (TYP)
STEEL FENCE POST PERIMITER FRAMEW/ WEATHER TREATED WOOD FENCE PANEL
WIRE FRAME SUPPORTS
3/4" CANE BOLTS
BOLTED TO STEEL TUBE
LA
T
C
H
24.0'
6" 3000PSI CONCRETE
DUMPSTER SCREENING (N.T.S)
2
NC
D
O
T
C
O
M
M
E
N
T
S
-
N
C
D
O
T
D
R
I
V
E
P
E
R
M
I
T
9-
1
8
-
2
5
3
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
STORMWATER NETWORK SUMMARY
Upstream Node Downstream Node Upstream Invert (ft)Downstream Invert (ft)Length (ft)Slope (%)Size (in)Upstream Rim Elev (ft)Downstream Rim Elev (ft)
ST-2 ST-1 18.00 16.00 94.28 2.12 24.00 25.21 17.35
ST-3 ST-2 19.61 18.50 158.25 0.70 18.00 24.88 25.21
ST-4 ST-3 20.54 19.61 156.14 0.60 18.00 24.91 24.88
ST-6 ST-5 18.50 18.40 28.98 0.35 6.00 21.00 18.50
ST-8 ST-7 18.50 18.40 24.32 0.41 15.00 21.00 18.50
4
TR
C
P
L
A
N
2-
9
-
2
0
2
6
2-9-26
4/21/2025
U-2
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
U-1
ARS
LI
C
E
N
S
E
#
C
-
0
5
9
7
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
16540
1
SI
T
E
P
L
A
N
DETAILS
P
R
E
L
I
M
I
N
A
R
Y
JI
M
M
Y
D
O
T
L
L
C
76
4
4
M
A
R
K
E
T
S
T
W
I
L
M
I
N
G
T
O
N
N
C
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
UP
D
A
T
E
T
O
2
0
2
6
D
E
T
A
I
L
S
2-
9
-
2
0
2
6
RE
V
.
N
O
.
2-9-26
4/21/2025
U-2
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
U-2
ARS
LI
C
E
N
S
E
#
C
-
0
5
9
7
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
16540
1
SI
T
E
P
L
A
N
DETAILS
PRELIMINARY
JI
M
M
Y
D
O
T
L
L
C
76
4
4
M
A
R
K
E
T
S
T
W
I
L
M
I
N
G
T
O
N
N
C
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
UP
D
A
T
E
D
T
O
2
0
2
6
D
E
T
A
I
L
S
1-
2
3
-
2
0
2
6
2-9-26
MA
R
K
E
T
S
T
R
E
E
T
VA
R
I
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
7650 MARKET STREET LLC
BOOK 6633 PAGE 1574PARCEL R03600-005-037-000
ZONING B-2LAND USE GAS STATION/SERVICE STATION
JACKSON INVESTMENTSBOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
JERGI BEHAJBOOK 6018 PAGE 415PARCEL R03619-016-028-000
LAND USE SINGLE FAMILY RESIDENTIALHEAVEN SOUTH LLC
BOOK 6589 PAGE 1830PARCEL 03619-016-029-000
ZONING R-15LAND USE SINGLE FAMILY RESIDENTIAL
MARKET STREET 7600 LLC
BOOK 6642 PAGE 941PARCEL 03600-005-020-001
ZONING CZD B-1LAND USE UNUSED LAND
ZONING R-15
JACKSON INVESTMENTS
BOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
OV
E
R
H
E
A
D
P
O
W
E
R
L
I
N
E
30
'
P
O
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
75'
S
H
O
D
S
B
100
'
S
H
O
D
S
B
25' SHOD SB
25' SHOD SB
25'
S
H
O
D
S
B
30' SB
EXISTING SANITARY SEWER EASEMENT
DITCH
DITC
H
CO
N
C
R
E
T
E
PA
V
E
M
E
N
T
PA
V
E
M
E
N
T
PA
V
E
M
E
N
T
S 82°49'12" E 131.11'
S 77°42'01" E 254.10'N 80°59'32" W 45.74'
N 4
2
°
3
3
'
0
1
"
E
1
8
5
.
2
8
'
N 78°14'00" W 89.56'N 78°14'00" W 210.45'
N 54
°
4
5
'
1
0
"
W
1
5
1
.
9
4
'
S 4
2
°
3
5
'
2
5
"
W
2
6
7
.
8
9
'
S 78°14'57" E 51.34'
RIP RAP XX
X
X
X
X
X
X X
FENC
E
FENC
E
FENCE
NCDOT DRAINAGE
EASEMENT
POWER
HATCH
S
31
31
31
31
30
3
0
29
2
9
28
28
28
28
27
27
2
6
26
26
26
25
2
5
25
25
24
24
24
24
24
24
23
23
22
22
21
21
2
0
20
19
19
PP
PP
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
RIP RAP
OHP OHP OHP OHP OHP OHP OHP OHP
T
O
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB TOB TOB TOB TOB TOB TOB TOB TOB
T
O
B
TO
B
TOB
1.88 Acres
2
4
"
R
C
P
15"
R
C
P
EX.
I
N
L
E
T
LP
LP
LP
LP
LP
37.
5
'
S
E
T
B
A
C
K
50'
S
E
T
B
A
C
K
10X
7
0
S
.
D
.
T
10X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
WM
W/M
7640 & 7644
EX.
8
"
W
A
T
E
R
Ex. Well
8" Sewer(Existing)
8" Sewer(Existing)
24
"
R
C
P
24
"
R
C
P
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
CR
CR
CR
CR
15
"
R
C
P
17
.
5
17
16
15
14
13
12
17.517
16
15
SS
M
H
RIM
3
0
.
3
5
IN
V
1
6
.
9
6
SSMHRIM 26.78INV 16.43 SSMHRIM 24.98INV 15.94
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD
PR
O
P
O
S
E
D
15
'
P
U
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
3
3
3
3
0+
0
0
.
0
0
Tie
t
o
E
x
i
s
t
i
n
g
METS EVIRD -/+ '89
X X X X X X X X
X
X
X
X
CR
24.5
23.5
BLIND SWALE
GR
A
S
S
@
1
%
2+
5
8
.
0
0
R
0
.
0
0
20'
25'
9'
80
'
EXISTING SANITARY SEWER EASEMENT
25
.
0
'
DB 2830 PG 74- 78
15
.
0
'
ST-1
ST-2ST-3
ST-4
ST-5
ST-6
ST-7
ST-8
RC
P
18
RCP
18
RCP
24
PVC 6
RCP
I
I
I
15
25 24
24 23
23 22
22
22
22
22
22
22
21
21
21
21
21
20
20
20
19
25
24
24
26
7.3
'
12
.
3
'
PRO
P
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
PRO
P
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
4/21/2025
EC-4
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
EC-1
ARS
LI
C
E
N
S
E
#
C
-
0
5
9
7
CONTROL
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
JI
M
M
Y
D
O
T
L
L
C
W
I
L
M
I
N
G
T
O
N
N
C
2
8
4
1
1
16540
1
ER
O
S
I
O
N
C
O
N
T
O
L
P
L
A
N
EROSION
REMOVE FENCE
COMPUTED PROPERTY LINE
EASEMENT
CENTERLINE
BUILDING SETBACK
PROPERTY LINE
LIMITS OF DISTURBANCE
(TYPICAL)
CONSTRUCTION ENTRANCE
LEGEND
CE
SILT FENCE (PROPOSED)SF
Post Construction Contours
26
29SKBSKIMMER BASIN
TD TEMPORARY DIVERSION
CW CONCRETE WASHOUT
B BAFFLES
OP OUTLET PROTECTION
GC GRASSED SWALE
replacement with suitable material shall be the responsibility is made for suitability of subgrade, and undercut and any required No geotechnical testing has been performed on site. No warranty
of the contractor.
NOTE WELL:
ANY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUTRATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALLCITY, COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
STABILIZATION TIME FRAMES:
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPESMUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANYACTIVITY.NOTE:
WITH THE WRITTEN NARRATIVE,
THIS EROSION AND SEDIMENT
CONTROL PLAN.
THIS PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION
WHICH IS AN INTEGRAL PART OF
DESCRIPTION
INDEX TO DRAWINGS
SHEET No.
1 1EROSION CONTROL-PHASE 1
SHEET No.
JIMMYDOT LLC 7640 & 7644 MARKET ST.
SCALE: 1"= 20'
DATE: JAN 2025
LOCATED IN:
NEW HANOVER COUNTY, NORTH CAROLINA
EROSION AND SEDIMENT CONTROLPLAN-PHASE 1
OWNER / DEVELOPER:
JIMMYDOT LLC
WILMINGTON, NC 284117644 MARKET STREET
PARCEL PIN 3282-69-1754-0000
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
Existing Contours
SETBACK
ES EMERGENCY SPILLWAY
NO WETLANDS OR SURFACE WATERS EXIST ONSITE
76
4
4
M
A
R
K
E
T
S
T
.
PLAN
IP INLET PROTECTION
LOD LOD
IP
CE
CW
SF
SF
SF
SF
SF
SB SEDIMETN BASIN
SB
SF TO BE PLACEDALONG PROPERTY LINE
SF TO BE PLACEDALONG PROPERTY LINE
LIMITS OF DISTURBANCE 1.89 ACRES
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SK
B
B
B
DETAILS3-4 3-4
SK SKIMMER
GC
GC
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
RE-ROUTE SILT FENCE ONCE
LEVEL SPREADER IS INSTALLED
CD CHECK DAM
CD
CD
OP
OP
IP IP
SWALE TO BE LINED
SEE DETAIL
RE-ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
DRAINAGE TO DRAINAGE SWALES AND RECEIVING STRUCTURES.
1. ALL CONSTRUCTION TO APPLICABLE STATE AND LOCAL CODES.
UTILITIES WITH APPLICABLE AUTHORITIES, AND ANY REQUIRED PERMITS.
MORE GENERAL NOTES:
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED. STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH NCDOT & PENDER COUNTY WHERE APPLICABLE.
6. NCGO1 PERMIT TO BE MAINTAINED DURING ENTIRE CONSTRUCTION PERIOD
AND UNTIL CONSTRUCTION IS COMPLETE.
2 2EROSION CONTROL-PHASE 2
EXISTING RIP RAP TO BE TEMPORARILY
REMOVED
DURING REGRADING OF THE DITCH.
ONCE RE GRADED REPLACE MATCHING
EXISTING THICKNESS AND LINER
DURING EROSION CONTROL PHASE AND PRIOR TO BRINGING SITETO FINAL GRADE, DO NOT INSTALL THE TOP SECTION OF STORM
BOX ST-2. PLACE INLET PROTECTION, ENSURE SITE CAN DRAIN TOSTORM BOX.
2
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
2-
1
0
-
2
0
2
6
2-10-26
MA
R
K
E
T
S
T
R
E
E
T
VA
R
I
B
L
E
W
I
D
T
H
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
7650 MARKET STREET LLC
BOOK 6633 PAGE 1574PARCEL R03600-005-037-000
ZONING B-2LAND USE GAS STATION/SERVICE STATION
JACKSON INVESTMENTSBOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
JERGI BEHAJBOOK 6018 PAGE 415PARCEL R03619-016-028-000
LAND USE SINGLE FAMILY RESIDENTIALHEAVEN SOUTH LLC
BOOK 6589 PAGE 1830PARCEL 03619-016-029-000
ZONING R-15LAND USE SINGLE FAMILY RESIDENTIAL
MARKET STREET 7600 LLC
BOOK 6642 PAGE 941PARCEL 03600-005-020-001
ZONING CZD B-1LAND USE UNUSED LAND
ZONING R-15
JACKSON INVESTMENTS
BOOK 6171 PAGE 2896PARCEL R03600-005-037-004
ZOINING B-2LAND USE AUTO REPAIR
OV
E
R
H
E
A
D
P
O
W
E
R
L
I
N
E
30
'
P
O
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
75'
S
H
O
D
S
B
100
'
S
H
O
D
S
B
25' SHOD SB
25' SHOD SB
25'
S
H
O
D
S
B
30' SB
EXISTING SANITARY SEWER EASEMENT
DITCH
DITC
H
CO
N
C
R
E
T
E
PA
V
E
M
E
N
T
PA
V
E
M
E
N
T
PA
V
E
M
E
N
T
S 82°49'12" E 131.11'
S 77°42'01" E 254.10'N 80°59'32" W 45.74'
N 4
2
°
3
3
'
0
1
"
E
1
8
5
.
2
8
'
N 78°14'00" W 89.56'N 78°14'00" W 210.45'
N 54
°
4
5
'
1
0
"
W
1
5
1
.
9
4
'
S 4
2
°
3
5
'
2
5
"
W
2
6
7
.
8
9
'
S 78°14'57" E 51.34'
RIP RAP XX
X
X
X
X
X
X X
FENC
E
FENC
E
FENCE
NCDOT DRAINAGE
EASEMENT
POWER
HATCH
S
31
31
31
31
30
3
0
29
2
9
28
28
28
28
27
27
2
6
26
26
26
25
2
5
25
25
24
24
24
24
24
24
23
23
22
22
21
21
2
0
20
19
19
150.00'
80
.
0
0
'
12000 SF TOTAL
PP
PP
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
RIP RAP
OHP OHP OHP OHP OHP OHP OHP OHP
T
O
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB TOB TOB TOB TOB TOB TOB TOB TOB
T
O
B
TO
B
TOB
SWP
DU
M
P
S
T
E
R
2400 SF OFFICE
9600 SF SERVICE
1.88 Acres
10 10
7 7
8
NEW TOB
2
4
"
R
C
P
15"
R
C
P
EX.
I
N
L
E
T
LP
LP
24.5'
24.0'
25.0'
26.
0
'
26.
0
'
26.7'
26
.
0
'
8'
S
I
D
E
W
A
L
K
5' SIDEWALK
LP
LP
LP
37.
5
'
S
E
T
B
A
C
K
50'
S
E
T
B
A
C
K
10X
7
0
S
.
D
.
T
10X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
10
X
7
0
S
.
D
.
T
14
.
0
'
14
.
0
'
8.0'
54.
8
'
48
.
9
'
SS
SS
SS
SS
SS
c/o
WM
W/M
7640 & 7644
EX.
8
"
W
A
T
E
R
LOCATION TO BE DETERMINED
BY M.E.P PRIOR TO CONSTRUCTION
Ex. Well
8" Sewer(Existing)
8" Sewer(Existing)
26
.
0
'
F.F.E 27.0'
10.3'
24
"
R
C
P
24
"
R
C
P
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
FUT
U
R
E
M
.
U
.
P
A
T
H
SEE
N
C
D
O
T
U
4
9
0
2
CR
CR
CR
CR
15
"
R
C
P
17
.
5
17
16
15
14
13
12
17.517
16
15
SS
M
H
RIM
3
0
.
3
5
IN
V
1
6
.
9
6
SSMHRIM 26.78INV 16.43 SSMHRIM 24.98INV 15.94
WM
Inv.24.0'
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD
6" Private Sewer Service
B.F
.
P
PR
O
P
O
S
E
D
15
'
P
U
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PR
O
P
O
S
E
D
8
"
W
/
L
1
2
3
3
3
3
0+
0
0
.
0
0
HEAVY DUTY PAVEMENT
LIGHT DUTY PAVEMENT
Tie
t
o
E
x
i
s
t
i
n
g
2"
B
/
O
A
S
S
E
M
.
8" V
A
L
V
E
PR
O
P
F/H
6"
F
I
R
E
S
E
R
V
I
C
E
4 B.F
.
P
METS EVIRD -/+ '89
7640 MARKET ST
23.
4
'
42.
8
'
X X X X X X X X
X
X
X
X
CR
EV Parking EV Parking
EV ParkingEV Parking
EV ParkingEV Parking
EV Parking EV Parking
EV Parking
Proposed
24.5
23.5
BLIND SWALE
GR
A
S
S
@
1
%
10'' ROOF DRAIN @ 1%
CO
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
CO CO
*ALL ROOF DRAINAGE TO BEDIRECTED TO ROOF DRAINS
2"G/V
6"G/V
2+
5
8
.
0
0
R
0
.
0
0
(I.P)543 SF (I.P)562 SF
(I.P)576 SF
(I.P)604 SF
(F.P)273 SF
TOT
A
L
5
0
2
0
S
F
ST
R
E
E
T
S
C
A
P
E
PA
R
K
I
N
G
L
O
T
S
C
R
E
E
N
5.0'
(I.P)218 SF 393 SF
(F.P)273 SF
256 SF
TYPE A OPAQUE BUFFER & DUMPSTER SCREENING
5.
0
'
5' LANDSCAPING STRIP
(I.P)267 SF
54
5
S
F
25'
20'
25'
9'360
S
F
411
5
S
F
80
'
150'
63 SF
(F.P)162 SF
PERI
M
E
T
E
R
L
A
N
D
S
C
A
P
I
N
G
EXISTING SANITARY SEWER EASEMENT
25
.
0
'
c/oDB 2830 PG 74- 78
15
.
0
'
R.O
.
W
R.O
.
W
ST-1
ST-2ST-3
ST-4
ST-5
ST-6
ST-7
ST-8
RC
P
18
RCP
18
RCP
24
PVC 6
RCP
I
I
I
15
25 24
24 23
23 22
22
22
22
22
22
22
21
21
21
21
21
20
20
20
19
Inv.16.17'
303
0
29
29
29
29
28
28
28
28
27
27
27
27
27
26
26
26
26
26
26
26
26
2626
26
26
26
26
2525
2525
2
5
25 25
25
25
25
24
24
2
4
24
23
23
23
23
2
3
22
22
22 21
10
.
0
'
25
24
24
26
21
.
2
'
7.3
'
12
.
3
'
PRO
P
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
PRO
P
O
S
E
D
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
4/21/2025
EC-4
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
EC-2
ARS
LI
C
E
N
S
E
#
C
-
0
5
9
7
CONTROL
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
JI
M
M
Y
D
O
T
L
L
C
W
I
L
M
I
N
G
T
O
N
N
C
2
8
4
1
1
16540
1
ER
O
S
I
O
N
C
O
N
T
O
L
P
L
A
N
EROSION
REMOVE FENCE
COMPUTED PROPERTY LINE
EASEMENT
CENTERLINE
BUILDING SETBACK
PROPERTY LINE
LIMITS OF DISTURBANCE
(TYPICAL)
CONSTRUCTION ENTRANCE
LEGEND
CE
SILT FENCE (PROPOSED)SF
Post Construction Contours
26
29SKBSKIMMER BASIN
TD TEMPORARY DIVERSION
CW CONCRETE WASHOUT
B BAFFLES
OP OUTLET PROTECTION
GC GRASSED SWALE
replacement with suitable material shall be the responsibility is made for suitability of subgrade, and undercut and any required No geotechnical testing has been performed on site. No warranty
of the contractor.
ANY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED WITHIN
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE TOWN AND COUNTY.THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUTRATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALLCITY, COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
STABILIZATION TIME FRAMES:
15 WORKING DAYS OR 21 CALENDAR DAYS AND AS ABOVE. ALL SLOPESMUST BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANYACTIVITY.NOTE:
WITH THE WRITTEN NARRATIVE,
THIS EROSION AND SEDIMENT
CONTROL PLAN.
THIS PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION
WHICH IS AN INTEGRAL PART OF
RE-ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
DRAINAGE TO DRAINAGE SWALES AND RECEIVING STRUCTURES.
1. ALL CONSTRUCTION TO APPLICABLE STATE AND LOCAL CODES.
UTILITIES WITH APPLICABLE AUTHORITIES, AND ANY REQUIRED PERMITS.
MORE GENERAL NOTES:
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED. STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH NCDOT & PENDER COUNTY WHERE APPLICABLE.
DESCRIPTION
INDEX TO DRAWINGS
SHEET No.
1 1EROSION CONTROL PLAN
SHEET No.
JIMMYDOT LLC 7640 & 7644 MARKET ST.
SCALE: 1"= 20'
DATE: JAN 2025
LOCATED IN:
NEW HANOVER COUNTY, NORTH CAROLINA
EROSION AND SEDIMENT CONTROLPLAN-PHASE 2
OWNER / DEVELOPER:
JIMMYDOT LLC
WILMINGTON, NC 284117644 MARKET STREET
PARCEL PIN 3282-69-1754-0000
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
Existing Contours
SETBACK
ES EMERGENCY SPILLWAY
NO WETLANDS OR SURFACE WATERS EXIST ONSITE
76
4
4
M
A
R
K
E
T
S
T
.
PLAN
IP INLET PROTECTION
LOD LOD
IP
IP
IP
OP
CE
CW
SF
SF
SF
SF
SF
SB SEDIMETN BASIN
SB
SF TO BE PLACEDALONG PROPERTY LINE
SF TO BE PLACEDALONG PROPERTY LINE
LIMITS OF DISTURBANCE 1.89 ACRES
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SK
B
B
B
DETAILS2-3 2-3
SK SKIMMER
GC
GC
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
CD CHECK DAM
CD
CD
6. NCGO1 PERMIT TO BE MAINTAINED DURING ENTIRE CONSTRUCTION PERIOD
AND UNTIL CONSTRUCTION IS COMPLETE.
ADD TOP TO STORM INLET
2
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
2-
1
0
-
2
0
2
6
2-10-26
4/21/2025
EC-4
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
EC-3
ARS
LI
C
E
N
S
E
#
C
-
0
5
9
7
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
JI
M
M
Y
D
O
T
L
L
C
W
I
L
M
I
N
G
T
O
N
N
C
2
8
4
1
1
16540
1
ER
O
S
I
O
N
C
O
N
T
O
L
P
L
A
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
76
4
4
M
A
R
K
E
T
S
T
.
CONSIDERATIONS FOR CONSTRUCTION SCHEDULING
CONSTRUCTION ACTIVITY SCHEDULE CONSIDERATION
CONSTRUCTION ACCESS: Construction entrance, constructionroutes, equipment parking areas.First land-disturbing activity- Stabilize bare areas immediately with gravel and temporaryvegetation as construction takes place.
SEDIMENT TRAPS AND BARRIERS: Basin traps, sediment fences,and outlet protection.Install principal basins after construction site is accessed. Install additional traps andbarriers as needed during grading.
RUNOFF CONTROL: Diversions, perimeter dikes, water bars, andoutlet protection.Install key practices after principal sediment traps and before land grading. Installadditional runoff-control measures during grading.
RUNOFF CONVEYANCE SYSTEM: Stabilize streambanks, stormdrains, channels, inlet and outlet protection, and slope drains.
Where necessary, stabilize streambanks as early as possible. Install principal runoff
conveyance system with runoff-control measures. Install remainder of system aftergrading.LANDING CLEARING AND GRADING: Site preparation- cutting,filling and grading, sediment traps, barriers, diversions, drains, andsurface roughening.
Begin major clearing and grading AFTER principal sediment and key runoff-controlmeasures are installed. Clear borrow and disposal areas only as needed. Install additionalcontrol measures as grading progresses. Mark trees and buffer areas for preservation.
SURFACE STABILIZATION: Temporary and permanent seeding,mulching, sodding and riprap.Apply temporary or permanent stabilization measures immediately on all disturbed areaswhere work is delayed or complete.
BUILDING CONSTRUCTION: Buildings, utilities, and paving.Install necessary additional erosion and sedimentation control practices as work takesplace.
LANDSCAPE AND FINAL STABILIZATION: Topsoiling, trees andshrubs, permanent seeding, mulching, sodding, and riprap.Last construction phase: Stabilize all open areas, including borrow and spoil areas.Remove and stabilize all temporary control areas.
NOTE: The above are the main aspects of a typical construction sequence in general terms. A detailed Construction Sequence should be site
specific based on your project and site needs. As a minimum, the construction sequence schedule should show the following:·The erosion and sedimentation control practices to be installed,·Principal development activities,·What measures should be in place before other activities are begun, and·Compatibility with the general construction schedule of the contract.
Many timely construction techniques can reduce the erosion potential of a site, such as (1) shaping earthen fills daily to prevent overflows and (2)constructing temporary diversions ahead of anticipated storms. These types of activities cannot be put on the construction sequence schedule, butshould be used whenever possible.
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 Design ManualUpdates
CONSTRUCTION SEQUENCING
SPACING GUIDE FOR SLOPE BREAKS
SLOPE SPACING (FT)
Steep Slopes
2:1 20
3:1 35
4:1 45
Long Slopes
15-25%50
10-15%80
6-10%125
3-6%200
<3%300
Use slope breaks, such as diversions, wattles, or benches, as appropriate, to
reduce the length of cut-and-fill slope to limit sheet and rill erosion and preventgullying.
NOTES:
1.Construct and maintain all erosion and sediment control
practices and measures in accordance with the approvedsedimentation control plan and construction schedule.2.Remove good topsoil from areas to be graded and filled, andpreserve it for use in finishing the grading of all critical areas.3.Scarify areas to be topsoiled to a minimum depth of 2 inchesbefore placing topsoil.4.Clear and grub areas to be filled by removing trees,vegetation, roots, or other objectionable material that would
affect the planned stability of the fill.
5.Ensure that fill material is free of brush, rubbish, rocks, logs,
stumps, building debris, and other materials inappropriate forconstructing stable fills.6.Place all fill in layers not to exceed 9 inches in thickness,and compact the layers as required to reduce erosion,slippage, settlement, or other related problems.7.Do not incorporate frozen, soft, mucky, or highly compressible
materials into fill slopes.
8.Do not place fill on a frozen foundation, due to possible
subsidence and slippage.9.Keep diversions and other water conveyance measures freeof sediment during all phases of development.10.Handle seeps or springs encountered during construction inaccordance with approved methods (subsurface drain).11.Permanently stabilize all graded areas immediately after finalgrading is completed on each area in the grading plan. Apply
temporary stabilization measures on all graded areas when
work is to be interrupted or delayed for 30 days or longer.
12.Show topsoil, stockpiles, borrow areas, and spoil areas on theplans, and make sure they are adequately protected fromerosion. Include final stabilization of these areas in the plan.
MAINTENANCE:1.Periodically check all graded areas and the supporting erosion
and sedimentation control practices, especially after heavy
rainfalls.
2.Promptly remove all sediment from diversions and otherwater-disposal practices.3.If washouts or breaks occur, repair immediately.4.Prompt maintenance of small eroded areas before theybecome significant gullies is an essential part of an effectiveerosion and sedimentation control plan.
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 Design ManualUpdates
LAND GRADING
Construction:1.Clear the entrance and exit area of all vegetation, roots, and otherobjectionable material and properly grade it.2.Place the gravel to the specific grade and dimensions shown on the plans,and smooth it.3.Provide drainage to carry water to a sediment trap or other suitable outlet.4.Use geotextile fabrics in order to improve stability of the foundation inlocations subject to seepage or high water table.
Maintenance:1.Inspect all measures at least weekly and after each rainfall of 1.0 inch or greater.Make any required repairs immediately.
2.Maintain the gravel pad in a condition to prevent mud or sediment from leavingthe construction site. This may require periodic topdressing with 2-inch stone.3.Sediment on roadways is to be removed immediately by broom and shovel, eitherby manual or mechanical means, and not to be washed off where it has thepotential to enter a stream, drainage way or storm drain system.
Publi
c
R
o
a
d
2-3" COURSE AGGREGATE
6" MIN.
AS REQUI
R
E
D12' MIN.
50' MI
N
.
IF 50'
C
A
N
N
O
T
B
E
R
E
A
C
H
E
D
,
A
L
E
N
G
T
H
SUFFI
C
I
E
N
T
E
N
O
U
G
H
T
O
R
E
T
A
I
N
S
E
D
I
M
E
N
T
O
N
SITE
A
N
D
O
F
F
R
O
A
D
W
A
Y
S
.
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 De sign M anualUpdates
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
GEOTEXTILE FABRICTO BE USED INLOCATIONS SUBJECT TOSEEPAGE OR HIGHWATER TABLE.
TEMPORARY SEEDING RECOMMENDATIONSFOR LATE WINTER AND EARLY SPRING
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
Seeding MixtureSpecies
Rye (grain)Annual lespedeza (Kobe inPiedmont and Coastal Plain,Korean in Mountains)
Rate (lb/acre)
12050
Omit annual lespedeza when duration of temporary cover is not toextend beyond June.
Seeding DatesMountains—Above 2500 feet: Feb. 15 - May 15Below 2500 feet: Feb. 1- May 1Piedmont—Jan. 1 - May 1Coastal Plain—Dec. 1 - Apr. 15
MulchApply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,or a mulch anchoring tool. A disk with blades set nearly straight can beused as a mulch anchoring tool.
MaintenanceRefertilize if growth is not fully adequate. Reseed, refertilize and mulchimmediately following erosion or other damage.
Seeding MixtureSpeciesGerman millet Rate (lb/acre)40
Seeding DatesMountains — May 15 - Aug. 15Piedmont — May 1 - Aug. 15Coastal Plain — Apr. 15 - Aug. 15
Mulch
Maintenance
Seeding MixtureSpeciesRye (grain)
Seeding DatesMountains — Aug. 15 - Dec. 15Coastal Plain and Piedmont — Aug. 15 - Dec. 31
Mulch
MaintenanceRepair and refertilize damaged areas immediately. Topdress with 50lb/acre of nitrogen in March. If it is necessary to extend temporarycover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont andCoastal Plain) or Korean (Mountains) lespedeza in late February orearly March.
Rate (lb/acre)120
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,netting, or a mulch anchoring tool. A disk with blades set nearlystraight can be used as a mulch anchoring tool.
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,netting, or a mulch anchoring tool. A disk with blades set nearlystraight can be used as a mulch anchoring tool.
SEED BED PREPARATION:LIMING- Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground agricultural limestone at the rate of
1-112 tons/acre on coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6inches of soil. Soils with a pH of 6 or higher need not be limed.FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700 - 1,000 lb/acre. Both fertilizer and lime
should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. Ifrainfall causes the surface to become sealed or crusted, loosen it just prior to seeding by raking, harrowing, or other suitable methods for fine grading. Thefinished grade shall be a smooth even soil surface with a loosen uniformly fine texture. All ridges and depressions shall be removed and filled to provide theapproved surface drainage. Planting is to be done immediately after finished grades are obtained and seedbed preparation is completed.
Refertilize if growth is not fully adequate. Reseed, refertilize andmulch immediately following erosion or other damage.
In the Piedmont and Mountains, a small-stemmed Sudangrass maybe substituted at a rate of 50 lb/acre.
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 Design ManualUpdates
TEMPORARY SEEDING
NOTES:1.Permanent seeding, sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframes table.2.A North Carolina Department of Agriculture soils test (or equal) is highly recommended to be obtained for all areas to be seeded, sprigged, sodded or planted.3.Use a seeding mix that will produce fast0growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover. Soil blankets may be used in lieu of nursecrops. Mat, tack or crimp mulch, as needed to stabilize seeded areas until root establishment. Mulch must cover at leaser 80% of the soil surface.4.Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion.
SEED BED PREPARATION:
LIMING- Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground agricultural limestone at the rate of 1 to 1 12 tons/acre oncoarse0textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or higher neednot be limed.FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated into the top 4-6inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall causes the surface tobecome sealed or crusted, loosen it just prior to seeding by raking, harrowing, or other suitable methods for fine grading. the finished grade shall be a smooth even soil surface with a loosenuniformly fine texture. all ridges and depressions shall be removed and filled to provide the approved surface drainage . Planting is to be done immediately after finished grades are obtained andseedbed preparation is completed.
SEEDING MIXTURESpecies Rate Centipede 5 lbs/acreIndian Woodoats 1.5-2.5 lbs/acre*Virginia Wild Rye 4-6 lbs/acre
*Depending upon mix with other species. See table
6.11.d from Chapter 6 of the NC Erosion and SedimentControl Planning and Design Manual.
Seeding DatesCoastal or Eastern Piedmont for Centipede- Sept. 1 -May 1Coastal and Piedmont for Indian Woodoats and VirginiaWild Rye- Feb 15 - April 1Mountains for Indian Woodoats and Virginia Wild Rye-March 1 - May 15
Maintenance:Significant maintenance may be required to obtaindesired cover.
SEEDING MIXTURESpecies Rate Indian Woodoats 1.5-2.5lbs/acre*Virginia Wild Rye 4-6 lbs/acre*
*Depending upon mix with other
species. See table 6.11.d from Chapter
6 of the NC Erosion and SedimentControl Planning and Design Manual.
Seeding DatesMountains - July 15- Aug 15Piedmont - Aug 15 - Oct 15
Maintenance:Indian Woodoats and Virginia Wild Ryeare both sun and shade tolerant.
SEEDING MIXTURESpecies Rate
Hard Fescue 15 lbs/acre
Switchgrass 2.5-3.5 lbs/acre*
Indian Grass 5-7 lbs/acre*Big Bluestem 5-7 lbs/acre* Indian Woodoats 1.5-2.5 lbs/acre*Virginia Wild Rye 4-6 lbs/acre*
*Depending upon mix with other species. See table 6.11.d fromChapter 6 of the NC Erosion and Sediment Control Planning andDesign Manual.
Seeding DatesMountains - Hard Fescue- Aug 1 - June 1Mountains- Switchgrass, Indian Grass, Big Bluestem- Dec 1 - April15Piedmont and Coastal- Switchgrass, Indian Grass, Big Bluestem-
Dec 1 - April 1
Coastal- Indian Woodoats and Virginia Wild Rye- Sept 1 - Nov 1
Maintenance:
Hard Fescue is not recommended for slopes > 5%. Prefers shade.
NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONSFOR LATE WINTER AND EARLY SPRING NON-INVASIVE PERMANENT SEEDINGRECOMMENDATIONS FOR SUMMER
NON-INVASIVE PERMANENTSEEDING RECOMMENDATIONS FOR FALL
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 Design ManualUpdates
PERMANENT SEEDING
Mulching Materials and Application Rates
Material OrganicMulches Rate Per Acre Quality Notes
Straw 1-2 tons Dry, unchopped,unweathered;avoid weeds.
Should come from wheator oats; spread by hand ormachine; must be tackeddown.
Wood Chips 5-6 tons Air dry
Treat with 12 lbsnitrogen/ton. Apply withmulch blower, chip handle,or by hand. Not for use infine turf.
Wood Fiber 0.5-1 tons
Also referred to as woodcellulose. May behydroseeded. Do not use inhot, dry weather.
Bark 35 cubic yards Air dry, shreddedor hammer-milled,or chips.
Apply with mulch blower,chip handler, or by hand.Do not use asphalt tack.
Corn Stalks 4-6 tons Cut or shreddedin 4-6 inchlengths.
Apply with mulch blower orby hand. Not for use infine turf.
Sericea Lespedezaseed-bearing stems 1-3 tons Green or dry;should containmature seed.
Nets and Mats*
Jute net Cover area
Heavy, uniform;woven of singlejute yarn.
Withstands waterflow. Bestwhen used with organicmulch
Fiberglass net Cover area Withstands waterflow. Bestwhen used with organicmulchExcelsior (wood fibernet)Cover area Withstands waterflow.
Fiberglass roving 0.5-1 tons
Continuous fibersof drawn glassbound togetherwith a non-toxicagent.
Apply with a compressedair ejector. Tack withemulsified asphalt at a rateof 25-35 gal/1,000 sq. ft.
Chemical Stabilizers**
Aquatain AerosprayCurasol AK Pertroset SBTerra Tack Crust 500Genaqua 743 M-145
FollowManufacturer'sspecifications
Not beneficial to plantgrowth
*Refer to Practice No. 6.30, Grass Lined Channels in the NC DEQ E&SC Planning and DesignManual**Use of trade names does not imply endorsement of product.
NOTES:1.Select material based on site and practice requirements, availability of material, labor and equipment.2.Before mulching, complete grading, install sediment control practices, and prepare the seedbed. Apply seed before mulchingexcept when seed is applied as part of a hydroseeder slurry containing wood fiber mulch or a hydroseeder slurry is appliedover straw.APPLICATION OF ORGANIC MULCH1.Spread mulch uniformly by hand, or with a mulch blower.2.When spreading straw mulch by hand, divide the area to be mulched into sections of approximately 1,000 ft2, and place70-90 lb. of straw(1 1/2 to 2 bales) in each section to facilitate uniform distribution.3.After Spreading, no more than 25% of the ground surface should be visible.4.In hydroseeding operations a green dye, added to the slurry, assures a uniform application.ANCHORING ORGANIC MULCH1.Straw mulch must be anchored immediately after spreading.2.A tractor-drawn implement designed to punch mulch into the soil or a mulch anchoring tool provides maximum erosioncontrol with straw. A regular farm disk, weighted and set nearly straight, may substitute, but will not do a job comparable tothe mulch anchoring tool. The disk should not be sharp enough to cut the straw. These methods are limited to slopes nosteeper than 3:1, where equipment can operate safely.3.Application of liquid mulch binders and tackifiers should be heaviest at the edges of areas and at crests of ridges andbanks, to resist winds. Binder should be applied uniformly to the rest of the area. Binders may be applied after mulch isspread, or may be sprayed into the mulch as it is being blown onto the soil. Applying straw and binder together is the mosteffective method.4.Emulsified asphalt should be applied at 0.10 gallons per square yard (10 gal/1,000 ft2). Heavier applications cause straw to"perch" over rills. Use Rapid setting (RS or CRS) designated asphalt in traffic areas to prevent uncured asphalt from beingpicked up on shoes and causing damage to rugs, clothes, etc.5.Synthetic binders may be used as recommended by the manufacturer.6.Lightweight plastic, cotton, jute, wire or paper nets may be stapled over the mulch according to the manufacturer'srecommendations.7.For small areas where other methods cannot be used, peg and twine anchoring can be used. Drive 8-10 inch wooden pegsto within 3 inches of the soil surface, every 4 feet in all directions. Stakes can be driven before or after straw is spread.Secure mulch by stretching twine between pegs in a criss-cross-within-a-square pattern. Turn twine two or more times aroundeach peg.8.Rye Grain may be used to anchor mulch in fall plantings, and German Millet in spring. Broadcast at 15 lb/acre beforeapplying mulch.CHEMICAL MULCHES1.May be effective for soil stabilization if used between May 1 and June 15, or Sept. 15 and Oct. 15, provided that they areused on slopes no steeper than 4:1, and that proper seedbed preparation has been accomplished, including surfaceroughening where required.2.Chemical mulches cannot be used to bind other mulches, or with wood fiber in a hydroseeded slurry at any time. Follow themanufacturer's recommendations for application.FIBERGLASS ROVING1.Spread roving uniformly over the area at a rate of 0.25 to 0.35 lb/yd2. Anchor with asphalt immediately after application, at arate of 0.25-0.35 gal/yd2
2.As a channel lining, and at other sites of concentrated flow, the roving mat must be further anchored to preventundermining.3.It may be secured with stakes placed at intervals no greater than 10 feet along the drainageway, and randomly throughoutits width, but not more than 10 feet apart.4.As an option to staking, the roving can be buried to a depth of 5 inches at the upgrade end and at intervals of 50 feetalong the length of the channel.NETS AND MATS1.Nests alone generally provide little moisture conservation benefits and only limited erosion protection. Therefore, typically usein conjunction with an organic mulch such as straw.2.Except when wood fiber slurry is used, netting should always be installed over the mulch. Wood fiber may be sprayed ontop of an installed net.3.Mats, including "excelsior" (wood fiber) blankets, are considered protective mulches and may be used alone.4.Place the matting in firm contact with the soil, and staple securely.
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 De sign M anualUpdates
MULCHING
FILTERBLANKET
d
SECTION AA
La
AAAA
d
La
FILTERBLANKET
PLAN
SECTION A
PLAN
AA
d0
3d0
PIPE OUTLET TO WELL-DEFINED CHANNEL
PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL NOTES:1.Compact any fill required in the subgrade to thedensity of the surrounding undisturbed material. Lowareas in the subgrade on undisturbed soil may alsobe filled by increasing the riprap thickness.2.The riprap and gravel filter must conform to thespecified grading limits shown on the plans.3.Filter cloth, when used, must meet designrequirements, and be properly protected frompunching or tearing during installation. Repair anydamage by removing the riprap and placing anotherpiece over the damaged area. If the damage isextensive, replace the entire filter cloth.4.All connecting joints should overlap so the top layer isabove the downstream layer a minimum of 1 foot.5.The minimum thickness of the riprap should be 1.5times the maximum stone diameter but not less than6".6.Riprap may be field stone or rough quarry stone. Itshould be hard, angular highly weather-resistant andwell graded.7.Construct the apron on zero grade with no overfill atthe end. Make the top of the riprap at thedownstream end level with the receiving area orslightly below it.8.Ensure that the apron is properly aligned with thereceiving stream and preferably straight throughout itslength. If a curve is needed, place in the uppersection of the apron.
MAINTENANCE:1.Inspect outlet structures at least weekly andafter each rainfall of 1.0 inch or greater.2.Check outlets for erosion around or belowriprap and for if stones have been dislodged.Make repairs immediately to prevent furtherdamage.
La = Length of Riprap Aprond = Thickness of Riprap Apron
La = Length of Riprap Aprond = Thickness of Riprap Apron
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 Design ManualUpdates
OUTLET STABILIZATION STRUCTURE
EMERGENCYSPILLWAY
4'
Rope
WOOD STAKE ORMETAL POST FORRETRIEVAL ROPETIE-OFFSTEEL POSTS(QUANTITY VAR.)
4' MAX
STONE PAD(BELOW SKIMMER)
SKIMMER(SIZE VAR.)
COIR FIBER BAFFLES(SEE POROUS BAFFLES)
STONEENERGYDISSIPATOR
RISER STRUCTURE
EMBANKMENTPLASTIC SLOPE DRAINPIPE OR GEOTEXTILELINING
TEMPORARY ORPERMANENT DITCH
SKIMMER
4'
6' MI
N
.
1'
1' FREEBOARD MIN.
1' MIN.Emergency Spillway
BARREL PIPE
STABILIZED OUTLET
ANTI-SEEP COLLARCUT-OFF TRENCH 2' DEEP
ANTI-FLOATATION BLOCK
CLASS B STONE PAD(4'X4'X1' MIN.)
1'
TRASH RACK
RISER STRUCTURE
TOP OF EMBANKMENT
2.5:1 M
A
X
.
S
L
O
P
E
2.5:
1
M
A
X
.
S
L
O
P
E
SECTIONAL VIEW
Acceptable Dimensions for Basin Embankment
Fill Height Minimum Top Width
Less than 10.0 ft 8.0 ft
10.0 ft to 15.0 ft 10.0 ft
NOTES:1.Install temporary sediment basins to the approved design. If the basin will eventually be converted to apermanent SCM device, the basin must function as a temporary sediment basin and meet the followingparameters until completion of the project:·Maximum Drainage Area: 100 acres·Minimum Sediment Storage Volume: 1800 cubic feet per acre of disturbed area·Minimum Surface Area: 435 square feet per cfs of Q10 peak inflow·Minimum dewatering time: 48 hours2.Clear, grub, and strip topsoil from areas under the embankment to remove trees, vegetation, roots, and otherobjectionable material. Delay clearing the pool area until the dam is complete. Stockpile all topsoil or soilcontaining organic matter for use on the outer shell of the embankment to facilitate vegetative establishment.3.Place temporary sediment control measures below the basin and stockpile as needed.4.Excavate a cut-off trench along the center line of the earth fill embankment. Cut trench to stable soil material,but in no case make it less than 2 feet deep with maximum side slopes no steeper than 1:1. Compactionrequirements are the same as those for the embankment.5.Extend the cut-off trench into both abutments to at least the elevation of the riser crest.6.Keep the trench dry during backfilling and compaction operations.7.Fill material should be clean mineral soil, free of roots, woody vegetation, rocks, and other objectionablematerial. Areas of approved fill should be shown on the plans.8.Scarify areas on which fill is to be placed prior to placing. Ensure that fill material contains sufficient moistureso it can be formed by hand into a ball without crumbling. If water can be squeezed out of the ball, it is toowet for proper compaction.9.Place fill material in 6 to 8 inch continuous layers over the entire length of fill area and compact.10.Construct the embankment to an elevation 10% higher than the design height to allow for settling.11.Securely attach the riser to the barrel or barrel stub to make a watertight structural connection. Allconnections should be made using approved watertight assemblies.12.If no riser structure is to be used, couple the skimmer arm directly into the embankment 1 foot from thebottom of the basin.13.The arm pipe connecting the skimmer to the riser shall have a minimum length of 6 feet.14.Place barrel and riser on a firm, smooth foundation of impervious soil.15.Do not use pervious material such as sand, gravel, or crushed stone as backfill around the pipe or anti-seepcollars.16.Place fill material around the pipe spillway in 4-inch layers, and compact it under and around the pipe to atleast the same density as the adjacent embankment.17.Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it with anyconstruction equipment.18.Anchor riser in place by concrete or other satisfactory means to prevent floatation.19.In no case should the pipe conduit be installed by cutting a trench through the dam after the embankment iscomplete.20.Install the emergency spillway in undisturbed soil.21.Discharge water into the basin in a manner to prevent erosion.22.Construct basin so that the disturbed area is minimized, divert surface water from bare areas and completethe embankment before the area is cleared.23.Stabilize the emergency spillway embankment and all other disturbed area above the crest of the principalspillway immediately after construction.24.Seed and place matting for erosion control on interior and exterior side slopes.25.Install Porous Baffles as specified on following sheets.
MAINTENANCE:1.Inspect all measures at least weekly and after each rainfall of 1.0 inch or greater. Make any repairsimmediately.2.Remove sediment and restore basin to its original dimensions when it accumulates to one-half the designdepth.3.Place removed sediment in an area with sediment control measures to ensure no loss of sediment off-site.4.Check the embankment, spillways, and outlet for erosion damage, and inspect the embankment for piping andsettlement.5.Remove all trash and other debris form the riser and pool area.
PLAN VIEW
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 De sign M anualUpdates
SEDIMENT BASIN
T
T
T
e
e
d
b
d
d
PARABOLIC CHANNEL CROSS SECTION
TRIANGULAR "V" CHANNEL CROSS
SECTION
TRAPEZOIDAL CHANNEL CROSS SECTION
X-Section Area (A) = Zd 2
Top Width (T) = 2dz
Z= ed
X-Section Area (A) = 23 Td
Top Width (T) = 1.5 Ad
Z= ed
X-Section Area (A) = bd + Zd 2
Top Width (T) = b + 2dz
NOTES:1.At a minimum, grass-lined channels should carry peak
runoff from the 10-year storm without eroding. Increase
the capacity according to the potential damage if flood
hazard exists.
2.If design velocity of the channel to be vegetated byseeding exceeds 2 feet per second, a temporary channelliner is required.3.Channel side slopes should be 3:1 or flatter to aid in theestablishment of vegetation and for maintenance.V-shaped channels along roadways should have sideslopes of 6:1 or flatter for safety.4.Remove all trees, brush, stumps, and other objectionablematerial from the foundation area, and dispose ofproperly.5.Excavate the channel, and shape it to neat lines anddimensions shown on the plans plus a 0.2 foot overcutaround the channel perimeter to allow for bulking duringseedbed preparations and sod buildup.6.Remove and properly dispose of all excess soil so that
the surface water may enter the channel freely.
7.The procedure used to establish grass in the channel will
depend upon the severity of the conditions and selection
of species. Protect the channel with mulch or atemporary liner sufficient to withstand anticipatedvelocities during the establishment period.
Maintenance:1.During the establishment period, check grass-linedchannels after every rainfall.2.After grass is established, periodically check the channel.check after heavy rainfall events and immediately makeany necessary repairs.3.Check the channel outlet and all road crossings for bankstability and evidence of piping or scour holes.4.Remove all significant sediment accumulations tomaintain the designed carrying capacity.5.Keep grass in a healthy, vigorous condition at all times.
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 Design ManualUpdates
GRASS-LINED CHANNELS
CONTROL EROSION
DETAILS
4' MAX.
VARIABLEDEPTH
SECURE BOTTOM OF BAFFLETO GROUND WITH 12"STAPLES AT 12" MAXIMUMSPACING
BAFFLEMATERIAL
9 GAUGE MIN. HIGHTENSION WIRE STRANDSHALL BE SECURED TOPOST TO SUPPORTBAFFLE MATERIAL
DRAPE BAFFLE MATERIALOVER WIRE STRAND ANDSECURE WITH PLASTICTIES AT POSTS AND ONWIRE EVERY 12"
3'MIN.
BAFFLE MATERIAL SHOULD BE SECURED TO THE BOTTOMAND SIDES OF BASIN USING 12" LANDSCAPE STAPLES
11 GAUGELANDSCAPINGSTAPLE
BAFFLEMATERIAL
STEEL POST 2'-0" DEPTHNOTES:1.Use matting made of 100% coconut fiber(coir) twine woven into high strength matrix.2.Staples should be made of 0.125 inch diameter, new steel wire formed into a ‘U’ shape not less than12 inches in length with a throat of 1 inch in width. The staples anchor the porous baffles into thesides and bottom of the basin.
3.Grade the basin so that the bottom is level front to back and side to side.
4.Install the coir fiber baffles immediately upon excavation of the basins.
5.Install posts across the width of the sediment trap.6.Steel posts should be driven to a depth of 24 inches and spaced in a maximum of 4 feet apart. Thetop of the fabric should be a minimum of 6 inches higher than the invert of the spillway. Tops of thebaffles should be a minimum of 2 inches lower than the top of the earthen embankment.7.Install 3 coir fiber baffles in basins at drainage outlets with a spacing of 1/4 the basin length. 2 coirfiber baffles can be installed in the basins less than 20 feet in length with a spacing of 1/3 the basinlength.8.Attach a 9-gauge high tension wire strand to the steel posts at a height of 6 inches above thespillway elevation with plastic ties or wire fasteners to prevent sagging. If the temporary sedimentbasin will be converted to a permanent stormwater basin of a greater depth, the baffle height shouldbe based on the pool depth during use as a temporary sediment basin.
MAINTENANCE:1.Inspect all measures at least weekly andafter each rainfall of 1.0 inch or greater andrepair immediately.2.Maintain access to baffles. If the fabriccollapses, tears, decomposes, or becomesineffective, replace immediately.3.Remove sediment deposits when it reaches
half full. Replace if baffle fabric is damaged
during clean-out operations. Sediment depthshould never exceed half the designedstorage depth.
STEEL POST
EXTEND 9 GAUGE WIRE TO BASIN SIDE OR INSTALLT-POST TO ANCHOR BAFFLE TO SIDE OF BASIN AND
SECURE TO VERTICAL POST.
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 Design ManualUpdates
POROUS BAFFLES
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
1
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
IP
RO
C
K
2'
M
I
N
.
ALTERNATE METHODS.
SEE NARRATIVE FOR
MORE DETAIL AND SECURE WIRE MESH
TO POSTS AT TOP,MIDDLE AND BOTTOM
DROP INLETWITH GRATE
16
"
M
I
N
.
HARDWARE CLOTH & GRAVEL INLET PROTECTION
1/4" MESH OPENINGSMINIMUM HEIGHTOF 2 FEET
HARDWARE CLOTH
19 GAUGE
MAXIMUM
2:1 SIDE SLOPE
5'
M
I
N
.
8"
STONE
ANCHOR CLOTHSTONE TO
4' SPACING
STEEL T POSTS1.25 LB/LF5' LENGTHMAXIMUM
2' FLAP UNDER
OR #57 WASHEDNCDOT #5
ISOMETRIC VIEW
PRACTICE 6.51NTS
B
GC
OP SKB
CE
SILT FENCE
DATE:PAGE:
../../../../../Desktop/E&SC CAD Drawings/NCDEQ Logo.JPG
EFFECTIVE DATE: 11/12/2020
Construction:1.Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.2.Ensure that the height of the sediment fence does not exceed 24 inches above the ground. (Higher fences mayimpound volumes of water sufficient to cause failure of the structure)3.Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are
necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap to the next post.4.Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extendthe wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the upslopeside of the fence post. Wire or plastic zip ties should have a minimum 50 pound tensile strength.
5.When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports should be drivensecurely into the ground a minimum of 24 inches.6.Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support fence. Securely fastenthe filter fabric directly to posts. Wire or plastic zip ties should have a minimum of 50 pound tensile strength.7.Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line of the posts andupslope from the barrier.8.Place 12 inches of fabric along the bottom and side of the trench.9.Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill iscritical to silt fence performance.
10.Do not attach filter fabric to existing trees.
Maintenance:1.Inspect sediment fences at least once a week and aftereach 1 inch or greater rainfall. Make any required repairsimmediately.2.Should the fabric of a sediment fence collapse, tear,decompose, or become ineffective, replace it promptly.3.Remove sediment deposits as necessary to provideadequate storage volume for the next rain and reducepressure on the fence. Take care to avoid undermining the
fence during cleanouts.4.Remove all fencing materials and unstable sedimentdeposits and bring the area to grade and stabilize it afterthe contributing drainage area has been properly stabilized.
Steel Post 8' Max. Standard Strength fabric with wire fence6' Max. Extra strength fabric without wire fence
18-24"
8" down & 4"
forward along the
trench24"
Wire Fence
Filter Fabric
Plastic orWire ties
24"
8" Min.
4"Min.
Backfill trench
and Compactthoroughly
Upslope
Wire Fence Filter Fabric
Steel Post
Plastic orWire
CROSS SECTION VIEW
SF
2
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
2-
1
0
-
2
0
2
6
2-10-26
4/21/2025
EC-4
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 20'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
EC-4
ARS
LI
C
E
N
S
E
#
C
-
0
5
9
7
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
OW
N
E
R
:
1"
=
2
0
'
0
20
40
60
JI
M
M
Y
D
O
T
L
L
C
W
I
L
M
I
N
G
T
O
N
N
C
2
8
4
1
1
16540
1
ER
O
S
I
O
N
C
O
N
T
O
L
P
L
A
N
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
76
4
4
M
A
R
K
E
T
S
T
.
NCG01- SELF INSPECTION
DATE:PAGE:
../../../../../Desktop/E&SC CAD Drawings/NCDEQ Logo.JPG
EFFECTIVE DATE: 11/12/2020
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day
on which it is safe to perform the inspection. In addition, when a storm event of equal toor greater than 1.0 inch occurs outside of normal business hours, the self-inspection shallbe performed upon the commencement of the next business day. Any time when
inspections were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site.
The approved E&SC plan must be kept up-to-date throughout the coverage under this
permit. The following items pertaining to the E&SC plan shall be kept on site and
available for inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:
(a)This General Permit as well as the Certificate of Coverage, after it is received.
(b)Records of inspections made during the previous twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102
of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d)Anticipated bypasses and unanticipated bypasses.
(e)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also bereported to the Department's Environmental Emergency Center personnel at (800)858-0368.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request . [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in whichit is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items,
(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, andfiltration systems,
(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
Item to Document Document Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, dateand sign an inspection report that lists eachE&SC measure shown on the approved E&SCplan. This documentation is required upon theinitial installation of the E&SC measures aremodified after initial installation.
(b) A phase of grading has been completed.Initial and date a copy of the approved E&SCplan or complete, date and sign an inspectionreport to indicate completion of the constructionphase.(c) Ground cover is located and installed inaccordance with the approved E&SC plan.Initial and date a copy of the approved E&SCplan or complete, date and sign an inspectionreport to indicate compliance with approvedground cover specifications.
(d) The maintenance and repair requirementsfor all E&SC measures have been performed.Complete, date and sign an inspection report.
(e) Corrective actions have been taken to
E&SC measures.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of thecorrective action.
Occurrence
(a) Visiblesediment
deposition in astream or wetland
Reporting Timeframe (After Discovery) and Other Requirements
• Within 24 hours, an oral or electronic notification.
• Within 7 Calendar Days, a report that contains a description of thesediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a case-by-case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment-related caused, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staffdetermine that additional requirements are needed to assurecompliance with the federal or state impaired-waters conditions.
(b) Oil spills and
release ofhazardoussubstances peritem 1(b)-(c) above
(c) Anticipatedbypasses [40 CFR
122.41(m)(3)]
(d) Unanticipatedbypasses [40 CFR122.41(m)(3)]
(e) Noncompliance
with the conditionsof this permit thatmay endanger
health or theenvironment [40CFR 122.41(I)(7)]
• Within 24 Hours, an oral or electronic notification. The notification shallinclude information about the date, time, nature, volume and locationof the spill or release.
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality andeffect of the bypass.
• Within 24 Hours, an oral or electronic notification
• Within 7 calendar days, a report that includes an evaluation of thequality and effect of the bypass.
• Within 24 Hours, an oral or electronic notification• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance, includingexact dates and times, and if the noncompliance has not beencorrected, the anticipated time noncompliance is expected to continue;
and steps taken or planned to reduce, eliminate and preventreoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a case-by-case basis.
Inspect
(1) Rain gaugemaintained ingood working
order
Frequency(during normalbusiness hours)Daily
Inspection records must include:
(2) E&SCMeasures At least once per 7calendar days andwithin 24 hours of
a rain event ≥ 1.0inch in 24 hours.
(3) Stormwaterdischarge
outfalls(SDOs)
At least once per 7calendar days and
within 24 hours ofa rain event ≥ 1.0
inch in 24 hours.
(4) Perimeter
of Site At least once per 7calendar days andwithin 24 hours of
a rain event ≥ 1.0inch in 24 hours.
(5) Streams or
wetlandsonsite oroffsite (whereaccessible)
(6) Ground
StabilizationMeasures
At least once per 7calendar days and
within 24 hours ofa rain event ≥ 1.0
inch in 24 hours.
After each phaseof grading.
1. Identification of the measures inspected2. Date and Time of the inspection3. Name of the person performing the inspection4. Indication of whether the measures were operating properly
5. Description of maintenance needs for the measure
6. Description, Evidence, and date of corrective actions taken
Daily rainfall amounts.If no daily rain gauge observations are made duringweekend on holiday periods, and no individual-day rainfallinformation is available, record the cumulative rain
measurement for those unattended days (this will determine
if a site inspection is needed). Days on which no rainfall
occurred shall be recorded as "Zero." The permittee may
use another rain-monitoring device approved by the Division.
1.Identification of the discharge outfalls inspected2.Date and Time of the inspection3.Name of the person performing the inspection
4.Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration
5.Indication of visible sediment leaving the site6.Description, Evidence, and date corrective actions taken
If visible Sedimentation is found outside site limits, then
record of the following shall be made:
1)Actions taken to clean up or stabilize sediment that hasleft the site limits2)Description, Evidence and date of corrective actionstaken3)An explanation as to the actions taken to control future
releases
If the stream or wetland has increased visible sedimentation orhas visible increased turbidity from the construction activity,then a record of the following shall be made:1)Description, Evidence and date of corrective actionstaken2)Records of required reports to the appropriate Division
Regional Office per Part III, Section C, Item(2)(a) of this permit1.The phase of grading (installation of perimeter E&SCmeasures, clearing and grubbing, installation of stormdrainage facilities, completion of all land-disturbing activity,construction or redevelopment, permanent ground cover).2.Documentation that the required ground stabilizationmeasures have been provided within the requiredtimeframe or assurance that they will be provided as soonas possible.
DATE:PAGE:
NCG-01 GROUND COVER & MATERIALS HANDLING
EFFECTIVE DATE: 11/12/2020
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FORCOMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants .
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on theground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment fromthe project.
4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until theproblem has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or inhigh foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets andreplace with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste
must be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unlessit can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by theapproving authority.
8.Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1SIDE SLOPE(TYP.)
10 MILPLASTICLINING
3'-0"
MIN.& X'MAX.
SECTION A-A NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURENOT TO SCALE
SECTION B-B
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM
8"
6"
2'
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDESLOPE(TYP.)
10 MILPLASTIC LINING
B
B
3'-0"MIN.& X'MAX.
A
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
NOTES:1. ACTUAL LOCATIONDETERMINED IN FIELD
2. THE CONCRETE WASHOUTSTRUCTURES SHALL BEMAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OFTHE STRUCTURES CAPACITY.
3.CONCRETE WASHOUTSTRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGENOTING DEVICE.
NOTES:1. ACTUAL LOCATION DETERMINEDIN FIELD
2. THE CONCRETE WASHOUTSTRUCTURES SHALL BEMAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OFTHE STRUCTURES CAPACITY TOPROVIDE ADEQUATE HOLDINGCAPACITY WITH A MINIMUM 12INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURENEEDS TO BE CLEARY MARKEDWITH SIGNAGE NOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETEWASHOUT
CLEARLY MARKEDSIGNAGENOTING DEVICE(18"X24" MIN.)
SILTFENCE
10' MIN
10' MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones
-10 days for Falls Lake Watershedunless there is zero slope
Stabilize withinthis manycalendar daysafter ceasing landdisturbance
7
7
7
14
None
None
(a)Perimeter dikes,swales, ditches,and perimeterslopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeperthan 3:1
If slopes are 10 feet or less in lengthand are not steeper than 2:1, 14 daysare allowed
(d)Slopes 3:1 to
4:1
(e)Areas with slopesflatter than 4:1 14
-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQWZones
-10 days for Falls Lake Watershed
Temporary Stabilization Permanent Stabilization
·Temporary grass seed covered with strawor other mulches and tackifiers.·Hydroseeding·Rolled erosion control products with orwithout temporary grass seed·Appropriately applied straw or other mulch·Plastic sheeting
·Permanent grass seed covered with straw
or other mulches and tackifiers·Geotextile fabrics such as permanent soilreinforcement matting·Hydroseeding·Shrubs or other permanent plantings
covered with mulch·Uniform and evenly distributed groundcover sufficient to restrain erosion·Structural methods such as concrete,
asphalt or retaining walls·Rolled erosion control products with grassseed
../../../../../Desktop/E&SC CAD Drawings/NCDEQ Logo.JPG
CONSTRUCTION SCHEDULE -
1.Obtain approval of Plan and any necessary permits, including Certificate of Coverage required by NCG01,and hold a pre-construction meeting with New Hanover County Erosion Control Inspector prior tocommencing any work.
2.Flag work limits and stake-out measures and for preliminary grading. Install silt fencing as shown, prior to clearing and grubbing site.
3.Install Gravel Construction Entrance.
4. Install check dams and regrade the northern ditch as shown on plans. Replace removed rip rap.Stabilizeditch immediately.
5.Construct pond outlets with skimmer, construct the pond, and outlet protection prior to any major grading of
the site. Pond is to serve as a skimmer basin during construction.
6.Immediately stabilize all non-construction areas.
7.The storm drain system shall be constructed next with inlet protection. This will be the primary conveyance
of run off to the pond-sediment basin. ST-2 should be installed as the bottom section only and inlet
protection installed. Install level spreader and vegetate.
8.Construct any other sediment control Practices shown, prior to rough grading
site, stockpiling topsoil as necessary.
9.Establish final grades and install ST-2 top section.
10. Once final grades are established,and site is fully stabilized, pond needs to be cleaned out to designdepths.
11.All erosion and sediment control Practices are to be inspected weekly and after any rainfall and repairsmade as necessary.
12.Upon inspection and approval by NHC inspector temporary measures are to be removed. MAINTENANCE PLAN -
1.All measures to be inspected weekly and after any rainfall event and needed repairs made immediately.
2.Sediment to be removed from behind the Silt Fence when it becomes 0.5' deep. Fencing and inlet protection to be repaired as needed to maintain a barrier.
3.Maintain pond/skimmer basin. Remove sediment from the trap and restore capacity to original trapdimensions when sediment has accumulated to one-half the design depth.
4.All seeded areas shall be fertilized, mulched, and re-seeded as necessary, according
to specifications provided, to maintain a suitable vegetative cover.
5.Construction entrance is to be maintained in a condition to prevent mud or
sediment from leaving the construction site. Periodic topdressing with 2” stone may be required. Remove all objectionable material spilled, washed, or tracked onto public roadways immediately.
6.Inspect rip-rap outlet structures weekly and after significant (1/2 inch or greater) rainfall events to see if any erosion around or below rip-rap has taken place, or if stones have been dislodged. Immediately make all needed repairs to prevent further damage.
VEGETATIVE PLAN -
1.Permanent vegetation to be established in accordance with "North Carolina Erosion and Sediment Control Planning and Design Manual", Section 6.11,
latest version. See Plan for specifications.
CONTROL EROSION
DETAILS
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
IDAM
E RE
A
1
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
A BL
L= THE DISTANCE SUCH THAT POINTS AAND B ARE OF EQUAL ELEVATION
FILTER CLOTH
1.5' MIN.
9" MIN.
12" OF NCDOT #5 OR#57 WASHED STONE
CLASS B RIPRAP
FILTER CLOTH
PLAN VIEW
CROSS-SECTION VIEW
NOTES:1.Place stone on a filter fabric foundation.2.The center stone section must be at least 9 inches below naturalground level where the dam abuts the channel banks.3.Extend stone at least 1.5 feet beyond the ditch bank to keep waterfrom cutting around the ends of the check dam.4.Set spacing between dams to assure that the elevation at the top ofthe lower dam is the same as the toe elevation of the upper dam.5.Protect the channel after the lowest check dam from heavy flow thatcould cause erosion.6.Make sure the channel reach above the most upstream dam isstable.7.Ensure that other areas of the channel, such as culvert entrancesbelow the check dams, are not subject to damage or blockage fromdisplaced stones.8.Riprap and filter fabric should be keyed in to prevent under cutting.9.Ends of check dams may need to be turned uphill to prevent bypassand better conform to site conditions.10.Do not place check dams in intermittent or perennial streams.
MAINTENANCE:1.Inspect check dams and channels at least weekly and after each rainfall of 1.0inch or greater. Clean out sediment, straw, limbs or other debris that could clogthe channel when needed.2.Anticipate submergence and deposition above the check dam and erosion fromhigh flows around the edges of the dam. Correct all damage immediately. Ifsignificant erosion occurs between dams, additional measures can be takensuch as, installing a protective riprap liner in that portion of the channel.3.Remove sediment accumulated behind the dams as needed to prevent damageto channel vegetation, allow the channel to drain through the stone check dam,and prevent large flows from carrying sediment over the dam. Add stones to thedams as needed to maintain design height and cross section.
2' MAX ATCENTER
4'-6'
1.5'
2:
1
DATE:PAGE:
NORTH CAROLINADepartment of EnvironmentalQuality
Effective Date: 9 /1/2023In accordance with the2013 Desi gn ManualUpdates
CHECK DAM
CD
2
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
2-
1
0
-
2
0
2
6
2-10-26
25'
S
H
O
D
S
B
30
'
S
B
N
8
0
°
5
9
'
3
2
"
W
4
5
.
7
4
'
N
4
2
°
3
3
'
0
1
"
E
1
8
5
.
2
8
'
N
7
8
°
1
4
'
0
0
"
W
8
9
.
5
6
'
R
I
P
R
A
P
XX
X
X
X
FE
N
C
E
25
25
24
24
2
4
2
4
23
22
21
20
20
19
TO
B
TO
B
TO
B
TO
B
TOB
TOB
S
W
P
DUMPSTER
27.00
2
7
.
0
0
2
6
.
0
0
26
.
0
0
27.00
26.22
2
5
.
0
2
3
.
5
2
2
.
0
2
2
.
0
2
3
.
0
54
.
8
'
10
.
3
'
17.5 17
16
15
14
13
12
17
.
5
17
16
15
R15.50'
2
5
.
5
10'' ROOF DRAIN @ .8%
CO
25
6
S
F
T
Y
P
E
A
O
P
A
Q
U
E
B
U
F
F
E
R
&
D
U
M
P
S
T
E
R
S
C
R
E
E
N
I
N
G
80'
63
S
F
S
T
-
1
S
T
-
5
S
T
-
6
S
T
-
7
S
T
-
8
PV
C
6
R
C
P
I
I
I
1
5
24
23
22
22
22
21
21
21
20
20
20
19
2
6
.
2
2
2
6
25
25
25
2
4
24
24
23
23
23
23
22
22
10.0'
Horizontal Scale = 1 :10
Vertical Scale = 1 :5
-0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+005
10
15
20
25
30
35
5
10
15
20
25
30
35
16
.
8
4
18
.
3
2
3:1 3:1 3:
1
3:1
6:1
FOREBAY BOTTOM: 15.0
TEMPORARY WSEL (STATE STORAGE): 20.5
SEDIMENT REMOVAL ELEVATION: 16.0
FOREBAY BOTTOM: 12.0
SEDIMENT REMOVAL ELEVATION: 13.0
RETAINING WALL EL: 23.5-26
VEGETATIVE SHELF
17.5-18.5
(By Others)(By Others)RETAINING WALL EL VARIES: 23.5-26
4/21/2025
P-1
RE
V
I
S
I
O
N
S
DA
T
E
Date:
Drawn:
Checked:
Project No:
Sheet No:
Of:
AHG
Scale:
Co
p
y
r
i
g
h
t
c
,
H
a
n
o
v
e
r
D
e
s
i
g
n
S
e
r
v
i
c
e
s
,
P
.
A
.
,
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
R
e
p
r
o
d
u
c
t
i
o
n
o
r
u
s
e
o
f
t
h
e
c
o
n
t
e
n
t
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
o
r
a
d
d
i
t
i
o
n
s
o
r
d
e
l
e
t
i
o
n
s
t
o
t
h
i
s
do
c
u
m
e
n
t
,
i
n
w
h
o
l
e
o
r
p
a
r
t
,
w
i
t
h
o
u
t
w
r
i
t
t
e
n
c
o
n
s
e
n
t
o
f
t
h
e
L
a
n
d
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
i
s
p
r
o
h
i
b
i
t
e
d
.
O
n
l
y
c
o
p
i
e
s
f
r
o
m
t
h
e
o
r
i
g
i
n
a
l
o
f
t
h
i
s
d
o
c
u
m
e
n
t
,
ma
r
k
e
d
w
i
t
h
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
a
t
u
r
e
a
n
d
o
r
i
g
i
n
a
l
s
e
a
l
o
f
t
h
e
S
u
r
v
e
y
o
r
o
r
E
n
g
i
n
e
e
r
,
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
t
o
b
e
v
a
l
i
d
a
n
d
t
r
u
e
c
o
p
i
e
s
.
HORZ.: 1"= 10'
H
PH
O
N
E
:
(
9
1
0
)
3
4
3
-
8
0
0
2
WI
L
M
I
N
G
T
O
N
,
N
.
C
.
2
8
4
0
3
11
2
3
F
L
O
R
A
L
P
A
R
K
W
A
Y
DS
H
A
N
O
V
E
R
D
E
S
I
G
N
S
E
R
V
I
C
E
S
,
P
.
A
.
LA
N
D
S
U
R
V
E
Y
O
R
S
,
E
N
G
I
N
E
E
R
S
&
L
A
N
D
P
L
A
N
N
E
R
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
P-1
ARS
LI
C
E
N
S
E
#
C
-
0
5
9
7
J
I
M
M
Y
D
O
T
L
L
C
7
6
4
0
&
7
6
4
4
M
A
R
K
E
T
S
T
R
E
E
T
O
W
N
E
R
:
1"
=
1
0
'
0
10
20
30
JI
M
M
Y
D
O
T
L
L
C
W
I
L
M
I
N
G
T
O
N
N
C
16540
1
SI
T
E
P
L
A
N
POND
SECTION VIEW
OS
SKIMMER SEDIMENT BASIN
Skimmer is to be attached to the oriface pipe
Practice 6.64
on the outlet structure box, converting the
pond to a skimmer sediment basin. Dewatering will be accomplished from the top of the storage down to normal pool during sedimentation function until new excavation is completed and watershed is permanently stabilized and pond is converted to
permanent stormwater management detention / retention
function, at which time skimmers and baffles are to be removed.
SK
2.0" FAIRCLOTH SKIMMERASSEMBLEY, OREQUIVALENT.2" DIA.
4''X 2.0" FLEXIBLECONNECTOR HOSE
TYPICALSCREENING,
J.W.FAIRCLOTH & SON, INC.412-A BUTTONWOOD DRIVEPO BOX 757HILLSBOROUGH, NC 27278
www.fairclothskimmer.com
MNFCTR:
FITTINGS ASADDITIONAL
NECESSARY
2.0" skimmer w/ 60% sliding
oriface drains 8318 cfin 3 days as per Fairclothproprietary design recommendations.
4
"
P
V
C
4"
4"
OS
IS UNAVAILABLE, APPROPRIATE WETLANDS
IF ONE OR MORE OF THE SUGGESTED SPECIES
- PELTANDRA VIRGINICA (ARROW ARUM)
- SAURURUS CERNUUS (LIZARDTAIL)
- SAGITTARIA LANCIFOLIA (DUCK POTATO)- SAGITTARIA LATIFOLIA (COMMON ARROWHEAD)
THIS ZONE ARE AS FOLLOWS:
SUITABLE SPECIES FOR PLANTING IN
FROM EL= 17.5 TO EL= 18.5
AQUATIC VEGETATION ZONE:
50 PLANTS PER 200 SF OR APPROX. 33 LF AT
WATERLINE TO BE PLANTED: APPROXIMATELY 353
PLANTS FOR POND NO. 1
REGION MAY BE SUBSTITUTED.
VEGETATION COMMON TO THE COASTAL CAROLINA
ORIFACE
FOREBAY STORAGE
Elev(Ft)Storage(CF)Storage(Acre-Ft)Area(SF)Area(Acre)
16.00 0 0.000 211 0.005
17.00 330 0.008 462 0.011
17.50 599 0.014 615 0.014
18.50 1388 0.032 976 0.022
BELOW WSEL STORAGE
Elev(Ft)Storage(CF)Storage(Acre-Ft)Area(SF)Area(Acre)
13.00 0 0.000 396 0.009
14.00 525 0.012 666 0.015
15.00 1354 0.031 1004 0.023
16.00 2555 0.059 1410 0.032
17.00 4197 0.096 1883 0.043
17.50 5202 0.119 2142 0.049
18.50 7849 0.180 3182 0.073
3
EL=21.5
6" PVCPIPEOUTLET
1-NCProducts 4848
8"GRAVEL BASE
or equivalent
6"BASE
18.5INV=
4"
1 3
MIN.
5'
EL= 15.5
57 STONE
18.5
1
4"
TRASH RACK
WELDED BAR
4" PVC
BOLTED IN PLACE
ONE EACH BOX
Plug
4" PVC TEE
4" PVC CAPWith 1.0" hole drilledfor control orifice
Screw Type
1'18" SAND
2-4" PERFORATED PIPES
20.5WEIR
3'2'
5'4
.
0
'
6
'
4
"
P
V
C
6'
4"
6'
'
P
V
C
PLAN VIEW
2
.
0
'
SK OS
ES
NOT TO SCALE
EL 23.5 12.0'
EL 22.0
ES
NOTE:
PUMP TO BE USED FOR POND MAINTENANCE
NOTE:
1.18" COURSE SAND (AASHTO M-6/ATSM C-33)
2.SAND TO BE PLACED ON TOP OF NON-WOVEN FILTER FABRIC
3.SAND SHALL NOT BE PLACED TILL SITE IS FULLY STABILIZED
AND SKIMMER HAS BEEN REMOVED
FABRIC
OS
4"
3'4"
4"
4"
3
EL=21.5
15" RCP
PIPE
OUTLET
1-NCProducts 4848
8"GRAVEL BASE
or equivalent
6"BASE
4"
1 3
MIN.
5'
SECTION VIEW
EL= 16.25
Grout 9"
INV=18.5
14"
WEIRCUT
4"
4"
4"
4"
TRASH RACKWELDED BAR
BOLTED IN PLACEONE EACH BOX
WEIR CUT
4'
4
.
0
'
4"
5'
2.3'
5'
CENTERED OVER
WEIREL=20.5
4"
4"
15" RCP
WEIR CUT
PLAN VIEW
OS
2.5' WIDE WEIR CUT
LIN
L
AA
AR
SIOOFE
C
S
SEAL
OR T
PN
H
R
O
43166
N
R ADY
.G
N ENG
H
ID
AM
E RE
A
MH ACCESS LID
POND ABOVE WSEL
Elev(Ft)Storage(CF)Storage(Acre-Ft)Area(SF)Area(Acre)
18.50 0 0.000 4158 0.095
20.50 8318 0.191 4160 0.095
23.50 20799 0.477 4161 0.096
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
12
-
2
2
-
2
0
2
5
NOT TO SCALE
EL 22.0
ROCK RIP-RAP D50=6"
Rock rip-rapd50= 6"Thickness = 1'min.
Emergency SpillwayL= 12'Elev=22.0
Emergency Spillway
EL 23.0 EL 23.0
Thickness = 1'min.
GRASSED GRASS
ES
FILTER FABRIC UNDER RIP-RAP
2
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
/
S
T
O
R
M
W
A
T
E
R
C
O
M
M
E
N
T
S
2-
1
0
-
2
0
2
6
CONNECT TEMP. SKIMMER
2-10-26
MARKET STREET
VARIBLE WIDTH PUBLIC RIGHT OF WAY
7650 MARKET STREET LLC
BOOK 6633 PAGE 1574
PARCEL R03600-005-037-000
ZONING B-2LAND USE GAS STATION/SERVICE STATION
JACKSON INVESTMENTS
BOOK 6171 PAGE 2896
PARCEL R03600-005-037-004
ZOINING B-2
LAND USE AUTO REPAIR
JERGI BEHAJ
BOOK 6018 PAGE 415
PARCEL R03619-016-028-000
LAND USE SINGLE FAMILY RESIDENTIALHEAVEN SOUTH LLC
BOOK 6589 PAGE 1830
PARCEL 03619-016-029-000
ZONING R-15
LAND USE SINGLE FAMILY RESIDENTIAL
MARKET STREET 7600 LLC
BOOK 6642 PAGE 941
PARCEL 03600-005-020-001
ZONING CZD B-1
LAND USE UNUSED LAND
ZONING R-15
JACKSON INVESTMENTS
BOOK 6171 PAGE 2896
PARCEL R03600-005-037-004
ZOINING B-2
LAND USE AUTO REPAIR
OVERHEAD PO W ER LINE
30' PO WERLINE EASE MENT
75' SHOD SB
100' SHOD SB
25' SHOD SB
25' SHOD SB
25' SHOD SB
30' SB
EXISTING SANITARY SEWER EASEMENT
S 82°49'12" E 131.11'
S 77°42'01" E 254.10'N 80°59'32" W 45.74'
N 42°33'01" E 185.28'
N 78°14'00" W 89.56'N 78°14'00" W 210.45'
N 54°45'10" W 151.94'
S 42°35'25" W 267.89'
S 78°14'57" E 51.34'
RIP RAP X
X
X
X
X
X
X
X X
FENCE
POWER
HATCH
S
150.00'
80
.
0
0
'
12000 SF TOTAL
S
S
RIP RAP
1013
1014
1012
1016
10151017
1018
1004
1005
1008
1009
1001
1002
1003
1007
1010
1011
1006
1000
1022
1021
1020
1025
1029
1028
SWP
DUMPSTER
2400 SF OFFICE
9600 SF SERVICE
1.88 Acres
10 10
7 7
8
NEW TOB
24" RCP
15" RCP
EX. INLET
LP
LP
24.5'
24.0'
25.0'
26.0'
26.0'
2 6 .7'
26.0'
8'
S
I
D
E
W
A
L
K
5' SIDEWALK
LP
LP
LP
37.5' S
ETBACK
50' S
ETBACK
10 X70 S.D.T
10X70 S.D.T
10X70 S.D.T
10X70 S.D.T
14.0'
14.0'
8.0'
54.8'
48.9'
c/o
WM
W/M
7640 & 7644
EX. 8" WATER
LOCATION TO BE DETERMINED
BY M.E.P PRIOR TO CONSTRUCTION
Ex. Well
8" Sewer(Existing)
8" Sewer(Existing)
26.0'
F.F.E 27.0'
10.3'
24" RCP
24" RCP
FUTURE M.U. PATH
SEE NCDOT U4902
FUTURE M.U. PATH
SEE NCDOT U4902
FUTURE M.U. PATH
SEE NCDOT U4902
C R
C R
C R
C R
15" RCP
17
.
5
17
16
15
14
13
12
17.5 17
16
15
SSMH
RIM 30.35
INV 16.96 SSMHRIM 26.78
INV 16.43
SSMH
RIM 24.98
INV 15.94
WM
Inv.24.0'
6" Private Sewer Service
B.F.P
PROPOSED
15' PUBLIC UTILITY EASEMENT
PROPOSED 8" W/L
1
2
3
3
3
3
0+00.00
HEAVY DUTY PAVEMENT
LIGHT DUTY PAVEMENT
Tie to Existing
2" B/O ASSEM.
8" VALVE
PROP
F/H
6" FIRE SERVICE
4 B.F.P
7640 MARKET ST
23.4'
42.8'
CR
EV Parking EV Parking
EV ParkingEV Parking
EV ParkingEV Parking
EV Parking EV Parking
EV Parking
Proposed
2 4.5
2 3.5
BLIND SWALE
GRASS @ 1%
10'' ROOF DRAIN @ 1%
CO
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
10
'
'
R
O
O
F
D
R
A
I
N
@
.
8
%
CO CO
*ALL ROOF DRAINAGE TO BE
DIRECTED TO ROOF DRAINS
2"G/V
6"G/V
2+58.00 R0.00
(I.P)543 SF (I.P)562 SF
(I.P)576 SF
(I.P)604 SF
(F.P)273 SF
TOTAL 5020 SF
STREETSCAPE
PA
R
K
I
N
G
L
O
T
S
C
R
E
E
N
5.0'
(I.P)218 SF 393 SF
(F.P)273 SF
256 SF
TYPE A OPAQUE BUFFER & DUMPSTER SCREENING
5.0'
5' LANDSCAPING STRIP
(I.P)267 SF
545 SF
25'
20'
25'
9'
360 SF
4115 SF
80
'
150'
63 SF
(F.P)162 SF
PERIMETER LANDSCAPING
EXISTING SANITARY SEWER EASEMENT
25.0'
c/oDB 2830 PG 74- 78
15.0'
R.O.W
R.O.W
ST-1
ST-2ST-3
ST-4
ST-5
ST-6
ST-7
ST-8
RCP
18
RCP
18
R CP
24
PVC 6
RCP III
15
25 24
24 23
23 22
22
22
22
22
22
22
21
21
21
21
21
20
20
20
19
Inv.16.17'
10.0'
JIMMYDOT LLC
7640 & 7644 MARKET STREET
OWNER:
1" = 20'
0 20 40 60
JIMMYDOT LLC
WILMINGTON NC
xxx
xx
x
x
x
x
xx
x
xx
x
x
xx
x
LANDSCAPING NOTES:
DISTURBED AREA 1.89 x 15 = 28 trees 2" cal. req'd & prov'd.
STREET SCAPE
STREET SCAPE- 25 SF PER PROPERTY FRONTAGE - DRIVES
REQUIRED: 180 LF * 25 = 4500 SF
PROVIDED: 5020
CANOPY TREES REQUIRED PER 600 SF=1
REQUIRED: 8
UNDER STORY TREES REQUIRED PER 600 SF = 3
REQUIRED:23
SHRUBS REQUIRED PER 600 SF= 6
REQUIRED:45
CANOPY TREES
1 PER 12 SPACES=42
12 =3.5 4 REQUIRED
FOUNDATION PLANTINGS (F.P)
FRONT
80' * 12' = 960*12%= 115.2
PROVIDED 546 SF
SOUTH SIDE
150'-48'(SERVICE DOORS=102 * 12' * 12%= 147 SF REQUIRED
PROVIDED
INTERIOR PARKING (I.P)
PARKING AREA= 35603 SF
REQUIRED 8% =2848 SF
PROVIDED =3026 SF
Flower, Perennial
43 1 gal.Liriope, emerald goddess
Shrub, Evergreen Broadleaf
2 45 Gal., 8' ht.eagleston american Holly, tree form
19 7 Gal., 3' ht.ligustrum recurve
27 3 Gal.Nandina gulfstream
18 3 Gal.miscanthus adagio
Tree
8 Birch, Heritage River
16 Birch, Paper or White
6 jefferson elm
11 3" cal.Maple, Trident
3 Maple,Japanese 'Green'
Legend
Qty Size Common Name
8' ht.
3" cal.
3.5" cal.
3.5" cal.
56" cal. toward mitigation
12" cal. toward mitigation
6" cal. toward mitigation
11" cal. toward mitigation
85" cal. toward mitigation total
85" cal. mitigation req'd. = $0 owed
towards mitigation
8 3 Gal.Nandina gulfstream
9 7 Gal.Japanese yew
1" = 20'
Scale:
1/6/2026Date:
2Revision #:Jim Freeman - NCLC# 0071
Balkcum Auto - 7640 Market St.
Landscape Plan:
Freeman Landscape, Inc.
Landscape Design by:
8'
S
I
D
E
W
A
L
K
Trees to be 10' from top of pond.
eagleston american Holly, FTG6' ht.20
jim@freemanlandscape.com
910796-1166