HomeMy WebLinkAboutSEFL Wilmington_Civil Plans_2025-04-01_v1C.1.00
Civil Title Sheet
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
PARCEL # R04100-002-008-000, R04100-002-009-000, R04100-002-007-001
2800 N 23RD ST
WILMINGTON, NC 28401
SOUTHEASTERN FREIGHT LINES
WILMINGTON
Sheet List Table
Sheet Number Sheet Title
C.1.00 Civil Title Sheet
C.1.01 General Notes
C.1.02 Survey By ESP
C.1.03 Combination Map by ESP
C.2.01 Existing Conditions & Demo Plan
C.2.02 Existing Conditions & Demo Plan
C.3.01 Sediment & Erosion Control Plan - Phase 1
C.3.02 Sediment & Erosion Control Plan - Phase 2
C.3.03 Sediment & Erosion Control Plan - Phase 3
C.3.04 Sediment & Erosion Control Details
C.3.05 Sediment & Erosion Control Details
C.3.06 Sediment & Erosion Control Details
C.3.07 Sediment & Erosion Control Details
C.3.08 Sediment & Erosion Control Details
C.4.01 Site Plan
C.4.02 Site Plan
C.4.03 Site Plan Details
C.4.04 Site Plan Details
C.4.05 Site Plan Details
C.5.01 Paving Grading Drainage
C.5.02 Paving Grading Drainage
C.5.03 Drainage Profiles
C.5.04 Drainage Profiles
C.5.05 Paving Grading Drainage Details
C.5.06 Paving Grading Drainage Details
C.5.07 Paving Grading Drainage Details
C.5.08 Paving Grading Drainage Details
C.5.09 Paving Grading Drainage Details
C.5.10 Paving Grading Drainage Details
C.6.01 Water Sewer Utilities
C.6.02 Water Sewer Utilities
C.6.03 Water & Sewer Profiles
C.6.04 Sewer Details
C.6.05 Water Details
C.6.06 Water Details
C.6.07 Water Details
L.1.01 Landscape Plan
L.1.02 Landscape Plan
L.1.03 Landscape Details
C.1.01
General Notes
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
●
●
℄
C.2.01
Existing Conditions
& Demo Plan
1" = 30'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
℄
C.2.02
Existing Conditions
& Demo Plan
1" = 30'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
℄
℄
C.3.01
Sediment &
Erosion Control
Plan - Phase 1
1" = 50'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
DESCRIPTION SYMBOL
SWPPP LEGEND
℄
℄℄
POND #1B
WSE:12.0'
POND #1A
WSE:12.0'
POND #2
WSE:11.0'
C.3.02
Sediment &
Erosion Control
Plan - Phase 2
1" = 50'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
DESCRIPTION SYMBOL
SWPPP LEGEND
℄
℄
POND #1B
WSE:12.0'
POND #1A
WSE:12.0'
POND #2
WSE:11.0'
℄
C.3.03
Sediment &
Erosion Control
Plan - Phase 3
1" = 50'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
DESCRIPTION SYMBOL
SWPPP LEGEND
C.3.04
Sediment &
Erosion Control
Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.3.05
Sediment &
Erosion Control
Details
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.3.06
Sediment &
Erosion Control
Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
NTS
PERMANENT SEEDING RECOMMENDATIONS
SEED BED PREPARATION:
SEEDING MIXTURE
Species Rate
Seeding Dates
Maintenance:
SEEDING MIXTURE
Species Rate
Seeding Dates
Maintenance:
SEEDING MIXTURE
Species Rate
Seeding Dates
Maintenance:
TEMPORARY SEEDING RECOMMENDATIONS
TEMPORARY SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
Seeding Mixture
Species
Rye (grain)
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains)
Rate (lb/acre)
120
50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding Dates
Mountains—Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont—Jan. 1 - May 1
Coastal Plain—Dec. 1 - Apr. 15
Mulch
Apply 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 be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Seeding Mixture
Species
German millet
Rate (lb/acre)
40
In the Piedmont and Mountains, a small-stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding Dates
Mountains—May 15 - Aug. 15
Piedmont—May 1 - Aug. 15
Coastal Plain—Apr. 15 - Aug. 15
Mulch
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Seeding Mixture
Species
Rye (grain)
Seeding Dates
Mountains—Aug. 15 - Dec. 15
Coastal Plain and Piedmont—Aug. 15 - Dec. 31
Mulch
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extend temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in late February or
early 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 nearly
straight 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 nearly
straight can be used as a mulch anchoring tool.
SEED BED PREPARATION:
NCG01- SELF INSPECTION
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 inspection
personnel 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 to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
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 shall
record 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 if
shown 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 Section 311
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 contact the
appropriate Division regional office within the timeframes and in accordance with the other
requirements listed below. Occurrences outside normal business hours may also be reported
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 which it 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, and filtration 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, date and
sign an inspection report that lists each E&SC
measure shown on the approved E&SC plan. This
documentation is required upon the initial
installation of the E&SC measures are modified
after initial installation.
(b) A phase of grading has been completed.Initial and date a copy of the approved E&SC plan
or complete, date and sign an inspection report to
indicate completion of the construction phase.
(c) Ground cover is located and installed in
accordance with the approved E&SC plan.
Initial and date a copy of the approved E&SC plan
or complete, date and sign an inspection report to
indicate compliance with approved ground cover
specifications.
(d) The maintenance and repair requirements for
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 the corrective action.
Occurrence
(a) Visible
sediment
deposition in a
stream 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 the
sediment 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 staff
determine that additional requirements are needed to assure
compliance with the federal or state impaired-waters conditions.
(b) Oil spills and
release of
hazardous
substances per
item 1(b)-(c) above
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment [40
CFR 122.41(I)(7)]
• Within 24 Hours, an oral or electronic notification. The notification shall
include information about the date, time, nature, volume and location
of 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 and
effect of the bypass.
• Within 24 Hours, an oral or electronic notification
• Within 7 calendar days, a report that includes an evaluation of the
quality 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, including
exact dates and times, and if the noncompliance has not been
corrected, the anticipated time noncompliance is expected to continue;
and steps taken or planned to reduce, eliminate and prevent
reoccurrence 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 gauge
maintained in
good working
order
Frequency
(during normal
business hours)
Daily
Inspection records must include:
(2) E&SC
Measures
At least once per 7
calendar days and
within 24 hours of
a rain event ≥ 1.0
inch in 24 hours.
(3) Stormwater
discharge
outfalls(SDOs)
At least once per 7
calendar days and
within 24 hours of
a rain event ≥ 1.0
inch in 24 hours.
(4) Perimeter
of Site
At least once per 7
calendar days and
within 24 hours of
a rain event ≥ 1.0
inch in 24 hours.
(5) Streams or
wetlands
onsite or
offsite (where
accessible)
(6) Ground
Stabilization
Measures
At least once per 7
calendar days and
within 24 hours of
a rain event ≥ 1.0
inch in 24 hours.
After each phase
of grading.
1. Identification of the measures inspected
2. Date and Time of the inspection
3. Name of the person performing the inspection
4. 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
C.3.07
Sediment &
Erosion Control
Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
SECTION B-B
NOT TO SCALE
SECTION A-A
NOT TO SCALEPLAN
TYPE "EXCAVATED PIT"
C.3.08
Sediment &
Erosion Control
Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
℄℄
POND #1A
WSE:12.0'
POND #2
WSE:11.0'
C.4.01
Site Plan
1" = 30'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
℄
POND #1B
WSE:12.0'
POND #1A
WSE:12.0'
C.4.02
Site Plan
1" = 30'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.4.03
Site Plan Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.4.04
Site Plan Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.4.05
Site Plan Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
℄℄
POND #1A
WSE:12.0'
POND #2
WSE:11.0'
C.5.01
Paving Grading
Drainage
1" = 30'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
℄
POND #1B
WSE:12.0'
POND #1A
WSE:12.0'
C.5.02
Paving Grading
Drainage
1" = 30'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.5.03
Drainage Profiles
AS SHOWN
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.5.04
Drainage Profiles
AS SHOWN
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.5.05
Paving Grading
Drainage Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.5.06
Paving Grading
Drainage Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.5.07
Paving Grading
Drainage Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.5.08
Paving Grading
Drainage Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.5.09
Paving Grading
Drainage Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.5.10
Paving Grading
Drainage Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
℄℄
POND #1A
WSE:12.0'
POND #2
WSE:11.0'
C.6.01
Water Sewer
Utilities
1" = 30'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
℄
POND #1B
WSE:12.0'
POND #1A
WSE:12.0'
C.6.02
Water Sewer
Utilities
1" = 30'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.6.03
Water & Sewer
Profiles
AS SHOWN
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.6.04
Sewer Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.6.05
Water Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.6.06
Water Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
C.6.07
Water Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
℄℄
POND #1A
WSE:12.0'
POND #2
WSE:11.0'
℄
N
.
2
3
r
d
S
T
R
E
E
T
(
S
R
1
3
0
2
)
℄
N
.
2
3
r
d
S
T
R
E
E
T
(
S
R
1
3
0
2
)
L.1.01
Landscape Plan
1" = 30'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
TREE LEGEND
℄
POND #1B
WSE:12.0'
POND #1A
WSE:12.0'
L.1.02
Landscape Plan
1" = 30'
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360
L.1.03
Landscape Details
NTS
DR
A
W
I
N
G
S
F
O
R
:
SE
F
L
W
I
L
M
I
N
G
T
O
N
TM
S
#
R
0
4
1
0
0
-
0
0
2
-
0
0
8
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
9
-
0
0
0
,
R
0
4
1
0
0
-
0
0
2
-
0
0
7
-
0
0
1
28
0
0
N
2
3
R
D
S
T
,
W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
1
-
-
N
e
w
H
a
n
o
v
e
r
C
o
u
n
t
y
RE
V
DE
S
C
R
I
P
T
I
O
N
DA
T
E
BY
DRAWN BY:
CHECKED BY:
DATE:
Kyle M. Hoyt, P.E.
4/1/2025
PROJECT #:22-033
SCALE:
SHEET TITLE:
SHEET NUMBER:
Mattson C. Wiksell, P.E.
Hoyt+Berenyi, PLLC
346 Seacoast Pkwy,Ste 200
Mt. Pleasant, SC 29464
PPLC License# P-2360