NCC215531_Site Plan or Location Map_20211006

w
Q
0
INDIVIDUAL LOT
EROSION CONTROL PLAN
CHANDLER'S RIDGE PHASE 1
SUBDIVISION
TOWN OF ROLESVLLE, NORTH CAROLNA
OWNER/DEVELOPER: D R H ORTON TERRAM OR LLC
7208 FALLS OF NEUSE RD. STE 201
RALEIGH, NC 27615
PHASE 1
� 1
i
E 2
R _
W RID E R.
- — L/ A N I HA E 1
z
O
L N LN
1
VICINITY MAP
SCALE: 1 "=500'
NDEX TO PLANS
C-1 COVER SHEET
C-2 INDIVIDUAL LOT EROSION CONTROL PLAN
C-3 INDIVIDUAL LOT EROSION CONTOL PLAN
D-1 INDIVIDUAL LOT EROSION CONTOL PLAN
EROSION AND SEDIMENT CONTROL
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation & Erosion Control
919-856-7400
A
ENVIRONMENTAL CONSULTANT SIGNATURE
EFFECTIVE: OBi23'17
z
O
Cn
w
ry
6
z
SEAL:
,•��N CAR�'�,
:' o •FEssio'• �'L
SEAL
22024 F—=
08-09-2021
U N
J
CO N
Ir
W
z
< w
o
z �
N
w
W ^
WO
W
o
�� N
CO
Z
J Z
O
W
U
��
of
LLI
U
U
LQi
d
Ij
LLI
00 W
W
W
Y
ao o W
o
a
a
w
Q
wQ
z
J
C �
V
O
U
Q
T_
w
w
OLLI
r=%�
co
J
i
w
W
I..L
W
-
J
O
LL
0LL
w°
z
°
U
J
z
Q
U
I17101TAT 111101
SHEEI
C-1
W
07
M
D
z
U
W
O
o_

60
I ...�..—
.......................
.. �..�
0..................
.
... .................
J............
.....0'.26'AC................................
.
....
::.. .....
...... ......0.?6AG......{
R
(.11.1279.
4J ..
.....
B..
P
I
..
.�..... ...............
�............ aq .......
..
....— _
. ......
.... .....�. .
... ...............
o-.26Ac.
.....................
.. ....(11,27ASF} .......
15.......... I
O
...
..0.26.AC ........... .
:::: A.
....(1*1.,273 SF)'........
�. .............. .....
. ........
......
.... f
.............. ...I.
...................
...................... ........
.I
r
A
..
........... ........ .......'....
................................. .
... .......
.....
............. ....I..
ff'
.I.,' .........
13
I
o
.......... 0.26 ac .... .
(11,25S.SF) .....
.... ....... ....
.. ...............
N
.....0:27 . :.
.. ...............
,Ac.
2SF)....................
..............
'. ............. ...
.... ....�I .
I.
.....
..... .... i
z. 20' PRDE.....
...... ..... ..........
. I .... ...............
.' ..._4I
�,; .�... ......
.....
':::::::1.::::::::
................ ..
.:::::.:....R..
.:....
.:....
! 0.26A6
.. ..�. :.
.. ....(.11,291.SF.).............
.�� ........ . .. .
I .:
..0.27.AC .........,'
A
�
1
....
.�.
�.. ............
.................. ....
o
... .
.. ...
f.... .........'.'.'.'.'.'.'.'.'.'.
E
I........'...... ...... ...
o r
4 �................
. . . ,.
...
.... ....
,......... 91
�8
......(12,9.84SF}..............
.b.27.AC............ ..
.......................
....
....................................
....
. ....(11:651
...............
SF)'..........I.' ,..>
..... :.
................
... ........
......
......
...
....................
...
.........
.....
...
......
......
........... ...
....... 21..............
........
0 .......22 ..........
...
..
.....'9,28AC.............
......0.2a.AC .........
.. .
(12,063 SF)
.. (12;121- SF).....
.
GRAPHIC SCALE
0 30 60 120
( IN FEET )
1 inch = 60 ft.
Required Wake County Construction Sequence*
(Please modify for site specific details and phasing)
Include Watershed Manger for your Project area in blanks below
1. Schedule a preconstruction conference with the Watershed Manger, Andrew Lake.
Obtain a land —disturbing permit.
2. Install gravel construction pad, temporary diversions, silt fence, sediment basins or
other measures as shown on the approved plan. Clear only as necessary to install
these devices. Seed temporary diversions, berms and basins immediately after
construction.
3. Call 919-594-0895 for an onsite inspection by the Watershed Manager to
/ \ obtain a Certificate of Compliance.
4. Begin clearing and grubbing. Maintain devices as needed. Rough grade site.
5. Install storm sewer, if shown, and protect inlets with block and gravel inlet controls,
sediment traps or other approved measures as shown on the Ian. Begin
P P P P 9
/ construction, building, etc.
6. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch
linings, etc. Seed and mulch denuded areas per Ground Stabilization Time Frames.
/ \
�G. 7. When construction is complete and all areas are stabilized completely, call
/
" " " " " " " " �, Andrew Lake for an inspection b the Watershed Manager.
/ �� --� �� ��� 8. If site is approved, remove temporary diversions, silt fence, sediment basins, etc.,
... ... .... and seed out or stabilize an resulting bare areas. All remaining permanent erosion
.. ... ...... . .. Y 9 9
.. .... .. ...`
"' "" " "" """""" "' "" .'...... �. _./— �— � control devices, such as velocity dissipators, should now be installed.
. ....
/ \
\ \� 9. When vegetation has become established call for a final site inspection b the
..........
.: 1 9 P Y
�"' Watershed Manager, Andrew Lake. Obtain a Certificate of Completion.
1............. ........................................................... ........... ~�.......... �`- t .
...... .. ................... ..............�.........
.
/ / / /
1 .
- ...................... ....
1 .� ...........\ i \ \
-- - ............................... .... . ......
- - - - - - - - ......... ......... .... .
—
......................... .... .... .... .
... .................................................................. ..... .. . .
:7L
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10'-0" MIN.
A
f1
0 CD CD C:) 0
SANDBAGS (TYP.)
OR STAPLES
0 0
? 10 MIL
1:1 PLASTIC SANDBAGS (TYP.)
.0 SIDE SLOPE LJRNO OR STAPLES
_
00 (TYP.)
TO CD C Q m
A
CLEARLY MARKED SIGNAGE g� A�py
WASHOLUt NOTING DEVICE (18'?C24"MIN.) NG ES•
1. ACTUAL LOCATION DETERMINED IN FIELD
L THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAfNTAIN'ED WHEN THE QQUID ANWOR SOLID REACHES
75% OF THE STRUCTURES CAPACITY,
FI AN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH S[GNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
Nor TO SCALE
HIGH =0' D" MR4.
COHESIVE—� g a sraP EsP'I
LOW FILTRATION HIGH
SOIL BERM 10 MIL CQHFSNF B
0 O PLASTIC LINING LOW FILTRATION
0 ff55 1:1 SIDE SLOPE SOIL BERM
i1 {(TYP.)
0 0
4 !1 R
it
2 o-
SECTION g-B
B
SANDBAGS. TYP.) NOTE'S;
OR STAPLE
1. ACTUAL LOCATION DETERMINED IN FIELD
CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES
CONCRETE -NOTING DEVICE (18"X24" MIN.) SHALL 13E MAINTAINED WHEN THE LIQUID
WASHOUT ANDIOR SOLID RFACHFS 76% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE H"DINO CAPAGITY WITHA
MINIMUM 12INCHES OF FREEBOARD,
p„� q 3.CCNCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NCT TO SCALE
Table 6.62a Maximum
Slope Slope Length (ft) Maximum Area (ft)
Slope Length and Slope for
<2% 100 10,000
which Sediment Fence is
2 to 5% 75 7,500
Applicable
5 to 10% 54 5,D00
10 to 20% 25 2.500
>20% 15 1,5w
A THE TYPES OF CONTROL MEASURES PROVIDED. SOME LOTS MAY REQUIRE
y % COMBINING ELEMENTS OF MORE THAN ONE TYPICAL DETAIL IN ORDER TO PROVIDE
%........ '.'....'.'.'.'.. '.'.'.......... �32 co ............... ..
.........I.. o:ssac�,I... /.........../ ....�../...... // ADEQUATE EROSION CONTROL MEASURES.
STREE SHOULDER AND/OR DITCH ALONG THE LOT FRONTAGE SHALL BE KEPT FREE
- - - - - - - OF SEDIMENT AND MAINTAINED IN A MANNER SUCH THAT THE DRAINAGE AND
— — — — STABILIZATION ASPECTS OF THE PUBLIC RIGHT—OF—WAY ARE NOT ADVERSELY
f_ �/ AFFECTED BY THE CONSTRUCTION ACTIVITY ASSOCIATED WITH THE LOT DEVELOPMENT
7. ALL DISTURBED AREAS THAT ARE SUBJECT TO EROSION AND MOVEMENT OF
SEDIMENT OFFSITE FROM THE LOT MUST BE PROVIDED WITH GROUND COVER OR
/ OTHER PROTECTIVE MEASURES SUFFICIENT TO RESTRAIN EROSION AND CONTROL
OFF —SITE SEDIMENTATION.
8. THE WAKE COUNTY EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL EROSION
CONTROL MEASURES OF MODIFICATIONS TO THE EROSION CONTROL PLAN BASED ON
FIELD CONDITIONS.
240 DISTURBED AREA = 30.3 AC
EROSION CONTROL NOTATION KEY LEGEND
= DENOTES OVERALL REFERENCE LABEL FOR TYPICAL LOT EROSION
.. LIMITS OF DISTURBANCE A CONTROL DETAIL THAT IS MOST APPLICABLE
O FOR THIS LOT SEE DETAIL SHEET D-1
PRIDE PRIVATE DRAINAGE EASEMENT
CORSSE CITY OF RALEIGH SANTIARY SEWER EASEMENT
GENERAL NOTES:
1. THIS PLAN IS APPROVED FOR GRAPHIC REPRESENTATION OF THIS SUBDIVISION
FOR THE PURPOSE OF FACILITATING INDIVIDUAL SINGLE—FAMILY LOT EROSION
CONTROL PERMITS. THIS PLAN IS NOT A SUBDIVISION DESIGN DOCUMENT AND
IS NOT TO BE USED FOR ANY PURPOSES OTHER THAN REFERENCE
DOCUMENT FOR SINGLE—FAMILY EROSION CONTROL PERMITS WITHIN THIS PROJECT,
2. EXISTING BOUNDARY, LOT LAYOUT, EASEMENTS, RIPARIAN BUFFERS, WETLANDS
AND FLOOD HAZARD SOILS LOCATIONS SHOWN WITHIN THE PROJECT LIMITS ARE
BASED ON RECORDED PLATS AND APPROVED CONSTRUCTION DRAWINGS.
PN
Li
a
0
z
0
Cn
w
IY
0
z
SEAL:
,•��N CARo''�,
�OQ�pFESS%pN��q
f SEAL
22024 F—=
108 `\09-2021
CO
1
Q
Q CN
C) L?
Cc �<
I.- -
Q TT 00
00
Q 1 �
z 0)
CE I" �
`_
z LLJ �U)
LEI O
s
CL
U N
J 0
IO N
W
Z
9Qf
LU
Z
o
CI
w
w n
W
W
N
OZ U
L,
C2
Z
p
03
o J Z
W
U
Z
0
of :
IG)
U
U
0 LQi
a
�w
00w
LU
Y
dp O W
0
0-
0-
0-
LLI
_ /
Z
Q
J
n
J
O
W
Q
J
�
Z
(�
0
O
CU
O
z
W
J
z
o
—
—
,
covIJ
5;
w _
J
O
O
LL LL
W
0
O
�
O
W
o
J
Q
Z
0
Q
0
U
z
C-2

Z �- MR, slil a
i
DISTURBED AREA = 30.3 AC
EROSION CONTROL NOTATION KEY LEGEND
DENOTES OVERALL REFERENCE LABEL FOR TYPICAL LOT EROSION
LIMITS OF DISTURBANCE A CONTROL DETAIL THAT IS MOST APPLICABLE
FOR THIS LOT SEE DETAIL SHEET D-1
GRAPHIC SCALE PRDE PRIVATE DRAINAGE EASEMENT
CORSSE CITY OF RALEIGH SANTIARY SEWER EASEMENT
60 0 30 60 120 240
N
Lu 69
= 0.69 C
(3Q07 SF)
r
w
Q
0
z
0
Cn
w
ry
0
z
SEAL:
:' o •FEssio'• �'L
SEAL
22024 F-=
08-09-2021
M
O � I
Cl-
I
o��
QN
uj-
C) L?
Cc �<
�-- -
z�Ln
CL
00
Q = o
z
�.Q) U)
w
N
W 0
s
N
j
J
oN
w
Z
w�
o
�
N
wZ
n
I
W
Ww
N
OZ O
(O
Z
p
p
m
:m
J Z
^
W
U
Z
pO
O
of
W N
W
W
cow
w
�w
Y
apoW
o
a�
a
a
LLI
U/
z
Q
J
J
n
O
W
~
Z
(�
z
z
J
o
O
0
0
Q
U
C.)
Z
_
2
H
0
O
O
Z
u) �/
w
J
J
O
w
J
W
W
0
LL
O
O
J
3
J
o°Q
z
0
r
0
U
z
( IN FEET )
1 inch = 60 ft.
C-3

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 P 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.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1)Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and 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.
(21 E&SC
At least once per
1. Identification of the measures inspected,
Measures
7calendardays
2. Date and time ofthe inspection,
and within 24
3. Name ofthe person performing the inspection,
hours of rain
4. Indication of whetherthe measures were operating
event >1.0 inch in
properly,
24 hours
5. Description of maintenance needsforthe measure,
6. Description, evidence, and date of corrective actionstaken.
3 Stormwater
(1
At least once per
P
1. Identification of the discharge outfalls inspected,
B
discharge
B
7calendarda s
Y
2. Date and time ofthe inspection,
outfalls (SDOs1
and within 24
3. Name ofthe person performing the inspection,
hours of rain
4. Evict ence of indicators of stormwater pollution such as oil
event 2: 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication ofvisible sediment leavingthe site,
5. Description, evidence a did it ate of correct ive a afire s to ke n.
(41 Perimeter of
At least once per
If vi si ble sedimentation is found outside site limits, then a record
site
7calendardays
of the following shall be made:
and with in 24
1. Actions taken to clean up or stabilize the sedi ment that has left
hou rsofa rain
thesite limits,
event? 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5] Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7calendardays
stream has visible increased turbidity from the construction
oroffsite
and with in 24
activity, then a record ofthe following shall be made:
(where
hours ofa rain
1. Description, evid ence a in d date of ca rrect ive a ctio ns to ken,and
accessible)
event > 1.0 inch in
2. Recordsofthe required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) ofthis permit.
6 Ground
()
After each phase
P
1. The phase of radin installation of perimeter E&SC
P B B(
stabilization
ofgrading
measures clearing and grubbing,installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
round cover
B )
2. Documentation thatthe required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
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.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
ofthe approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has beer completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion ofthe
construction phase.
(c) Ground cover is located and installed
Initial and date a copy ofthe approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
e Corrective actions have been taken
()
Initial and date a co ofthe approved E&SC
PY PP
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the sour letion ofthe
P
corrective action.
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
() P g P
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
electron icaIl -available records in lieu of the required paper copies will be allowed if
Y q P P P
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-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
g
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 onlywhen all of the following criteria have been met:
g
a The E&SC Ian 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
() P Y P P
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,
() P P Y P () () () P ,
(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 ad is used to the extent feasible at the outlet ofthe dewaterin treatment devices described in Item c above
() g P P P Y g P g () ,
(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.
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.
Occurrence
Reporting Timeframes After Discover and Other Requirements
P g ( Y) cW
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description ofthe
stream or wetland
sediment and actions taken to address the cause ofthe deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• Ifthe stream is named on the NC 303(d) list as impaired for sediment -
related causes, 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 ills and
) Oilspills
• Within 24 hours an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location ofthe spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation ofthe anticipated quality and
122.41(m)(3)]
effect ofthe bypass.
(d)Unanticipated
• Within24hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a reportthat includes an evaluation ofthe
122.41(m)(3)]
quality and effect ofthe bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description ofthe
ofthis permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
y g
includingexact dates and and if the noncompliance has not
P
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41 7
l 1( )1
revert reoccurrence ofthe noncompliance. 40 CFR 122.41 16 .
P P I O( )
• Division staff may waive the requirementfora written reportora
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g P g
sections of the NCGO1 Construction General Permit Sections E and F respectively). ( P Y). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HOW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
10 days for Falls Lake Watershed
-7 days for perimeter dikes swales
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities an areas with tem orar
P Y P Y
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent round stabilization is achieved.
g P g
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
P rY 6
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining wa lls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR 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 NCDWR 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.
EQUIPMENTAND 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 from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leakingvehicles and construction equipment from service until the problem
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, trash
receptacle) 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 runoff
from 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 or
provide 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. Cleanup immediately if
containers 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
L 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 surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled sized and laced appropriately for the needs of site
P
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level round at least 50 feet awn from storm drains
P g Y
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
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 and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five 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 defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10 H11H 11 ........ p,
�p.,E""E �o�,"E"M T o�,"E"M "
PLE= I APE
-_1�;vSLOPCLo NG"f oa
.o.""o "E,a.,<M", 10- ­T11NAA ;„o"A.o"o E"M"Eo",E,o M", 2,o"A.o"o�.E"M"Eo",E,o
,,.o,.".. .HEN ""R""� " ��...DI,o" "� "� "M"M1, "" o„"." o
HA
BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
­1 111-
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 in
addition 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 an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one ofthe two
types 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 or
discharged 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 unless it
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 receive
spills 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 the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
g PP Y P Y
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where the spill or leak into wells stormwater drains
P Y may P .round waterg
or surface water. If a spill occurs clean area immediately.
. Y
4. Do not stockpile these materials onsite.
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 the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
TOP OF S
MUST BE,
ABOVE TF
THE WASI
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
A�K�ET
CO V 1V 1 1
NORTH CAROLIN
EFFECTIVE: 01 /31 /08
STEEL FENCE POST _ V V
�.II SET MAX APART
MIN. 18"INTO SOLID
GROUND
T FILTER FABRIC
ON GROUND
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
50' MIN.
11
�J .1 . BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
2" -3" STONE TO BE USED:',.'::
25' OR WIDTH OF
EXISTING (SURGE STONE OR RAILROAD', PROPOSED STREET,
...'.
ROADWAY BALLAST)'>;: ;,:,':?:::::".;' .. WHICHEVER IS
GREATER.
11
mE
COY
NORTH CAR LLIN
EFFECTIVE: 01/31/08
PLAN VIEW
35' MIN.
EXISTING ROADWAY
000 CITES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
I
6" MIN. _
MINIMUM 10 GAUGE
LINE WIRES
FE=.
ABRIC UNDER STONE
CROSS SECTION
15' MIN.
STANDARD CONSTRUCTION ENTRANCE
IIII
IIII
I
IIII■■■■■■■■■■■■■■IIII
11
�l
o�►o
••
�•
i'iIiI►❖l
iiiiii
I;♦♦
�d
►♦♦
►ii♦1■
■
';�&i-10'i♦i
♦
,w♦•..♦♦♦♦
iIl
i
♦i♦♦i♦ �►
�.I♦
!
l�♦
llip.w-
r••••.•
,w-w!!ipi!i
.■■■■■m•i�i!i!!i!i�i!i!i�i!i!
.••••.•••I>
l
iiW-`C►�♦�/"MI
li♦♦►♦♦A♦♦o♦♦.
I
/♦�♦♦♦♦♦♦♦♦
1/
II'♦♦♦♦♦♦♦♦♦♦♦♦�♦♦►Ir
OEM
'ice♦�►�♦�►��1���4���
♦♦►♦♦•►♦♦A♦♦o♦♦�
�'i
♦♦♦�
=il
II
f
=8
:IIII
IIE
"i �ii 11 11�ii�n �iI i i ii �11 11ii�ri A11 11ii�n 11 ri�ii�n �ii�n ii �ii�n �11 n 11 11 11
I.
:
: E
'' =n
f I
III .
I
NOTE:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
AKE
COUNTY
NORTH CAROLIN
EFFECTIVE: 01/3
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
0
0
n
� FILL SLOPE
�
N
Z_
z-,)"-r1--1
N
"' GRADE
I,,, II„II
r ..I,.I' 6" MINIMUM COVER
o
I
OVER SKIRT *
N
�,.
ANCHOR SKIRT AS DIRECTED
:II
- BY ENGINEER *
SIDE VIEW
NEW CONSTRUCTION
12" MIN.
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
GRADE
awl,
STANDARD TEMPORARY SILT FENCE
TREE PROTECTION FENCE
SILT FENCE
(SEE NOTES)
OUTLET 1
t
IF --
1 I
171-tF
�
S11 � 11 - -
- �� 1"7 w
:::
SILT FENCE
.
95 i
i
I-1 � ,--
I
f
f I I
I I � I �
1-1 1-1 �
1 J1Ill I
1
1 1 1
1-1 � 1 171
[ L
� [
RIGHT OF WAY
CONSTRUCTION
I
-� -�- --- �-
ENTRANCE
No
- - SILT FENCE
OUTLET
8' RET[JRN 8' RETURN
- - AN-
- -
t
- SF SF
SF S
WATTLES
TOP OF SWALEiiiAS
NEEDED
ROADWAY EDGE OF
ROADWAY ROADWAY
ROADWAY i Fzzll ROADWAY
TYPE A PAVEMENT OR CURB
TYPE B TYPE C
TYPED TYPE E
INLET PROTECTION CURB INLET
NOTES:
LEGEND
1. If required by Wake County, tree protection fence shall be
6.
These details are for only lots with disturbed area less than one
_-
FLOW DIItECTION
installed along the rear property line when adjacent to riparian
acre.
SILT FENCE
buffer zones, wetlands and/or 25 ft. Tree and Vegetation
7.
If the disturbed area is greater than one acre, a custom erosion
- SF -
Protection Zane. If the lot is subject to a municipal planning
control plan should be submitted for the 15-day review cycle. The
�-T
DIVERSION DITCH
jurisdiction, then the builder is responsible for v the
] > P verifying
]an should address betms/diversions and sediment sand
P �P
applicable tree protection standards and for installation of tree
basins.
(
WATTLE
protection measures as required by the municipality.
8.
If multiple lots share silt fence with none installed between the
TREE PROTECTION FENCE
2. Install silt fence on low elevation sides of each lot and install silt
lots, a revised plan will be required.
- TP -
fence outlets shown on schematicldiagram and as needed.
9.
Inlets downstream of disturbances should be protected, streets
®
SILT FENCE OUTLET
3. Install requited silt fence within 10 feet of property lines to
should be swept as needed when sediment is present, and erosion
ensure there is no conflict with septic system. It is the
control measures removed or damaged by sub -contractors or
Qo
INLET PROTECTION
responsibility of the builder to ensure septic system is not
utilities shall be re -installed at the end ofthe work day.
impacted b silt fence installation.
y
10.
Details for silt fence silt fence out) construction entrance and
DRIVEWAY PIPE
4. It is the responsibility of the builder to ensure installation of
other measures are provided on other sheets.
erosion control measures does not impact septic system and
11.
Erosion control details are not drawn to scale.
CONSTRUCTION ENTRANCE
repair areas,
12.
If lots are contiguous and have different land owners, lots can not
5. Construction entrance should be installed for each lot and field
share the silt fences. Each lot should have individual silt fences.
located.
A11L'
COUNTY
N°�r°'°
TYPICAL INDIVIDUAL
LOT SEDIMENT & EROSION CONTROL
MEASURES DETAIL
EFFECTIVE: 4/15/19
NPDES 5tonriwater Discharge Permit for Consruction Activities {NCGO1) NCDENRlDfvision ni water Quality
NEW STABILIZATION TIMEFRAMES
Effective Aug. 320111
SITE AREA DESCRIPTION
STABILIZATION
TIMEIFRAME ExCEPTION5
Perimeter dikes. swales. ditches. slopes
p
days
7 s
Y
None
High Quality Water (HOW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1. 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4A
14 days
None. except for perimeters and HOW Zones.
SEEDBED PREPARATION:
1. Chisel compacted areas and spread topsoil three inches deep over adverse soil
conditions, if available. Rip the entire area to six inches deep.
2. Remove all loose rock, roots and other obstructions, leaving surface reasonably smooth
and uniform.
3. Apply agricultural lime, fertilizer and superphosphate uniformly and mix with soil (see
mixture below).
4. Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is prepared four
to six inches deep-
s. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or
cultipack after seeding-
6. Mulch immediately after seeding and anchor mulch.
7. Inspect all seeded areas and make necessary repairs or reseedings within the planting
season, if possible. If stand should be more than 60% damaged, re-establish following the
original lime, fertilizer and seeding rates.
8. Consult S&EC Environmental Engineers On maintenance treatment and fertilization after
permonent cover is established.
MIXTURE
Agricultural Limestone 2 tons/acre (3 tons/acre in clay soils)
Fertilizer 1,000 Ibs/acre - 10-10-10
Superphosphate 500 Ibs/acre - 20% analysis
Mulch 2 tons/acre - small grain straw
Anchor Asphalt emulsion of 300 gals/acre
SEEDING SCHEDULE
FOR SHOULDERS SIDE DITCHES SLOPES MAX 3:1):
Date Type Planting Rate
Aug 15 - Nov 1 Tall Fescue 300 Ibs/acre
Nov 1 - Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs/acre
Mar 1 - Apr 15 Tail Fescue 300 Ibs/acre
Apr 15-Jun 30 Hulled Common Bermudagrass 25 Ibs/acre
Jul 1- Aug 15 Tall Fescue AND Browntop 125 Ibs/acre (Tall Fescue); 35
Millet or Sorghum -Sudan Ibs/acre (Browntop Millet); 30
Hybrids*** Ibs/acre (Sorghum -Sudan
Hybrids)
FOR SHOULDERS
SIDE DITCHES. SLOPES (3.1 TO 2:1)
Date
Type
Planting Rate
Mar 1
- Jun 1
Sericea Lespedeza (scarified) 50
Ibs/acre (Sericea Lespedeza);
and use the following
combinations:
Mar 1
- Apr 15
Add Tail Fescue
120 Ibs/acre
Mar 1
- Jun 30
Or add Weeping Love grass
10 Ibs/acre
Mar 1
- Jun 30
Or add Hulled Common Bermudagrass
25 Ibs/acre
Jun 1
- Sept 1
Tall Fescue AND Browntop Mullet or
120 Ibs/acre (Tall
Sorghum -Sudan Hybrids***
Fescue); 35 Ibs/acre
(Browntop Mullet); 30
Ibs/acre (Sorghum -Sudan
Hybrids)
Sept 1
- Mar 1
Sericea Lespedeza (unhulled
70 Ibs/acre (Sericea
- unscarified) AND Tall Fescue
Lespedeza); 120 Ibs/acre
{TaN Fescue)
Nov 1
- Mar 1
AND Abruzzi Rye
25 Ibs/acre
Consult S&EC Environmental Engineers for additional information concerning other
alternatives for vegetation of denuded areas. The above vegetation rates are those that do
well under local conditions; other seeding rate combinations are possible.
*** TEMPORARY: Reseed according to optimum season for desired permanent vegetation. Do
not allow temporary cover to grow more than 12" in height before mowing; otherwise,
fescue may be shaded n,tt-
i
I-
0
Z
O
(n
W
of
O
Z
lb
SEAL:
\\tttttlllll/////
\\'t CARo •Z�J�
1 ` 0 FESSO /1 /' "
�: �o N-Ay�••. 9
: Q l •
SEAL
- :I_
�.22024
� : ' ,-
.'
i/ \,
//' /II Il I% W\\\\
08-09-2021
0
h
8
I
U)
o�
Q N
u
C
W .O C3
L i
z
U
Q
Q L
= O I
z Is
DO
D_
U
ct
z
Q
W
I
( _ o
_ O ,
-� dl�
3
N
H
O N
J 0
X
O N
W w t�
z
D_' w LL N
z
0LLI � J Z
of O 2
a x cc
W d' 0O J
d 0 of
w
Q
0.
0
0
(/)
W
J
Z
Q
2
U
ci
W
_ z
N
O 6� W
N W 0
co z
H 0
n W Q U
o w
w N w
H O Y O
o a- M a
Q V )
Z
J J
O _
Of Q
Q
U
W
IY
O Q
Z
i J
w
0 I•d_
O
w �
w
z
IL O' `
O IV
Z
O Z
i O
IN,
w
I■itxlannlkqr.1
w
m
M
z
U
w
O
a