SW6220801_Plansheet - Misc. Detail_20220816

DocuSign Envelope ID: 6D946DD2-E99D-4EA6-9DBE-33B51 D7BD451
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 activity being
considered compliant with the Ground Stabilization and Materials Handling sections of the NCGO1 Construction
p g
General Permit (Sections E and F, respectively). 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 days
Timeframe variations
after ceasing land
disturbance
(a) Perimeter dikes, swales,
ditches, and perimeter
7
None
slopes
(b) High Quality Water (HQ
) 7
None
Zones
If slopes are 10' or less in length and are
(c) Slopes steeper than 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
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales, ditches,
perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales, ditches,
(e) Areas with slopes flatter
perimeter slopes and HQW Zones
than 4:1
14
-10 days for Falls Lake Watershed unless there is zer
slope
Note: After the permanent cessation of construction activities, any areas with temporary 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 ground stabilization is achieved.
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
• 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 walls
• 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
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.
SECTION A: SELF -INSPECTION
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 from the project.
4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle
when possible).
5. Remove leaking vehicles 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. Clean up 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
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 surface waters 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 from construction sites.
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 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
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BELOW GRADE WASHWT STRUCTURE
MD1 A LCNE
ABODE GRADE WASHOUT STRUCTURE
wr ro avr
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 of the 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 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 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.
IAZARDOUS 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
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
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.
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.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whetherthe measures were operating
event 7 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDos)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site 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
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the 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
of the 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 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
Initial and date a copy of the 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 copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
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 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.
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 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.
EFFECTIVE: 04/01/19
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 [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
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 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) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the 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 of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
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(I)(7)]
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.
� NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 �
"STRAW W NET"
TEMP. SWALE
LINER AS SHOWN
3 2.5'
1
SEED PER
PROJECT
SPECS
PERMANENT SWALE "A"
N TS
C
C
C
C
C
C
C
C
C
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
ROADSIDE DITCH CALCULATION TABLE
"SYNTHETIC MAT"
TEMP. SWALE
LINER AS SHOWN
S in 2.5'
1 1
2 3
SEED PER
PROJECT
SPECS
PERMANENT SWALE "B"
N -S
1 1 2.5'
2 3
SEED PER
PROJECT
SPECS
PERMANENT SWALE "C"
N TS
"JUTE NET" TEMP.
SWALE LINER AS
SHOWN
1
S 1 2� 1 2.5'
2 3
SEED PER
PROJECT
SPECS
PERMANENT SWALE "D"
N -S
STREET
STA
C
I
(IN/HR)
A
(AC.)
Q10(CFS)
=CIA
SWALE SLOPE
M
in
NORMAL DEPTH
(FT)
VELOCITY
(FT/S)
SHEAR STRESS
REQUIRED (PSF)
SWALE TYPE
SHEAR STRESS
PROVIDED (PSF)
SHILOH
0+00 - 3+OOL
0.5
7.2
1.5
5.4
1.20
0.03
0.9
2.9
0.67
A
1.45
SHILOH
0+00 - 3+OOR
0.5
7.2
0.5
1.8
1.20
0.03
0.6
2.2
0.45
A
1.45
SHILOH
3+00 - 4+50L
0.5
7.2
0.6
2.2
4.56
0.03
0.5
3.8
1.42
A
1.45
SHILOH
3+00 - 4+50R
0.5
7.2
0.2
0.7
4.56
0.03
0.3
2.7
0.85
A
1.45
SHILOH
4+50 - 9+50L
0.5
7.2
1.6
5.8
4.56
0.03
0.7
4.9
1.99
B
2.00
SHILOH
4+50 - 9+50R
0.5
7.2
1.4
5.0
4.56
0.03
0.7
4.7
1.99
B
2.00
SHILOH
9+50 - 11+OOL
0.5
7.2
1.9
6.8
4.56
0.03
0.7
5.1
1.99
B
2.00
SHILOH
9+50 - 11+OOR
0.5
7.2
1.9
6.8
4.56
0.03
0.7
5.1
1.99
B
2.00
SHILOH
11+00 - CDS L
0.5
7.2
2.3
8.3
1.57
0.03
1.0
3.6
0.98
A
1.45
SHILOH
11+00 - CDS R
0.5
7.2
3.1
11.2
1.57
0.03
1.1
3.8
1.08
A
1.45
HOLLY GROVE
0+00 - 2+OOL
0.5
7.2
0.5
1.8
0.73
0.03
0.6
1.8
--
C
--
HOLLY GROVE
0+00 - 2+OOR
0.5
7.2
0.1
0.4
0.73
0.03
0.4
1.2
--
C
--
HOLLY GROVE
2+00 - CDS L
0.5
7.2
0.5
1.8
1.64
0.03
0.5
2.5
0.51
A
1.45
HOLLY GROVE
2+00 - CDS R
0.5
7.2
0.1
0.4
1.64
0.03
0.3
1.7
--
C
NEW BETHEL
0+00 - 2+OOL
0.5
7.2
0.4
1.4
1.58
0.03
0.5
2.2
0.49
A
1.45
NEW BETHEL
0+00 - 2+OOR
0.5
7.2
0.1
0.4
1.58
0.03
0.3
1.7
--
C
NEW BETHEL
2+00 - CDS L
0.5
7.2
0.8
2.9
4.12
0.03
0.5
4.0
1.29
A
1.45
NEW BETHEL
2+00 - CDS R
0.5
7.2
0.2
0.7
4.12
0.03
0.3
2.7
0.77
A
1.45
COHARIE
0+00 - 3+75L
0.5
7.2
0.3
1.1
1.05
0.03
0.5
1.8
--
C
--
COHARIE
0+00 - 3+75R
0.5
7.2
0.7
2.5
1.05
0.03
0.7
2.3
0.46
A
1.45
COHARIE
3+75 - 10+75L
0.5
7.2
0.6
2.2
1.05
0.03
0.6
2.2
0.39
D
0.45
COHARIE
3+75 - 10+75R
0.5
7.2
0.7
2.5
1.05
0.03
0.7
2.3
0.46
A
1.45
COHARIE
10+75 - 13+OOL
0.5
7.2
0.2
0.7
1.05
0.03
0.4
1.7
--
C
--
COHARIE
10+75 - 13+OOR
0.5
7.2
0.4
1.4
1.05
0.03
0.5
1.9
--
C
--
COHARIE
13+00 - 15+OOL
0.5
7.2
0.3
1.1
1.05
0.03
0.5
1.8
--
C
--
COHARIE
13+00 - 15+OOR
0.5
7.2
1.2
4.3
1.05
0.03
0.8
2.6
0.52
A
1.45
COHARIE
15+00 - 17+OOL
0.5
7.2
0.5
1.8
1.19
0.03
0.6
2.2
0.45
D
0.45
COHARIE
15+00 - 17+OOR
0.5
7.2
1.7
6.1
1.19
0.03
0.9
3.0
0.67
A
1.45
COHARIE
17+00 - CDS L
0.5
7.2
1.0
3.6
1.19
0.03
0.7
2.6
0.52
A
1.45
COHARIE
17+00 - CDS R
0.5
7.2
3.8
13.7
1.19
0.03
1.2
3.7
0.89
A
1.45
LUMBEE
0+00 - 1+OOL
0.5
7.2
0.1
0.4
0.52
0.03
0.4
1.1
--
C
--
LUMBEE
0+00 - 1+OOR
0.5
7.2
0.1
0.4
0.52
0.03
0.4
1.1
--
C
--
LUMBEE
1+00 - 3+OOL
0.5
7.2
0.3
1.1
3.65
0.03
0.4
2.9
0.91
A
1.45
LUMBEE
1+00 - 3+OOR
0.5
7.2
0.4
1.4
3.65
0.03
0.4
3.2
0.91
A
1.45
LUMBEE
3+00 - CDS L
0.5
7.2
0.6
2.2
5.79
0.03
0.5
4.2
1.81
B
2.00
LUMBEE
3+00 - CDS R
0.5
7.2
1.0
3.6
5.79
0.03
0.5
4.8
1.81
B
2.00
WACCAMAW
0+00 - 2+OOL
0.5
7.2
0.2
0.7
1.97
0.03
0.4
2.0
--
C
--
WACCAMAW
0+00 - 2+OOR
0.5
7.2
0.7
2.5
1.97
0.03
0.6
2.9
0.74
A
1.45
WACCAMAW
2+00 - CDS L
0.5
7.2
0.3
1.1
0.86
0.03
0.5
1.7
--
C
--
WACCAMAW
2+00 - CDS R
0.5
7.2
0.7
2.5
0.86
0.03
0.7
2.1
0.38
D
0.45
CHERAW
0+00 - 3+OOL
0.5
7.2
0.3
1.1
1.64
0.03
0.5
2.2
0.51
A
1.45
CHERAW
0+00 - 3+OOR
0.5
7.2
0.4
1.4
1.64
0.03
0.5
2.3
0.51
1 A
1.45
CHERAW
3+00 - CDS L
0.5
7.2
0.5
1.8
7.49
0.03
0.4
4.3
1.87
1 B
2.00
CHERAW
3+00 - CDS R
0.5
7.2
1.5
5.4
7.49
0.06
0.8
3.5
3.74
E
4.00
PERMANENT SWALE "E" PROJECT
0LISA SPECS
SWALE CALCULATION TABLE
LOT #
C
I
(IN/HR)
A
(AC.)
Q1O(CFS)
=CIA
SWALE SLOPE
M
in
NORMAL DEPTH
(FT)
VELOCITY
(FT/S)
SHEAR STRESS
REQUIRED (PSF)
SWALE TYPE
SHEAR STRESS
PROVIDED (PSF)
6/7
0.5
7.2
0.6
4.6
4.6
0.03
0.2
2.9
0.57
E
1.45
12/13
0.5
7.2
0.5
2.0
2.0
0.03
0.2
2.1
0.25
E
1.45
21 /22
0.5
7.2
1.6
6.3
6.3
0.03
0.3
4.5
1.18
E
1.45
35/36
0.5
7.2
1.0
3.5
3.5
0.03
0.2
3.2
0.44
E
1.45
40/41
0.5
7.2
1.3
2.2
2.2
0.03
0.3
3.0
0.41
E
1.45
46/47
0.5
7.2
1.6
5.2
5.2
0.03
0.3
4.3
0.97
E
1.45
57/58
0.5
7.2
2.0
6.0
6.0
0.03
0.3
4.7
1.12
E
1.45
63/64
0.5
7.2
1.0
2.4
2.4
0.03
0.3
2.8
0.45
E
1.45
65/66
0.5
7.2
3.8
0.8
0.8
0.03
0.8
2.9
0.40
E
1.45
72/73
0.5
7.2
1.0
0.6
0.6
0.03
0.4
1.7
0.15
E
1.45
DESIGN SPECIFICATIONS:
1. NCDapa ent Of Transportation
2, ASTMc-990JointMaterial
3. AASHTO M-193
Nola:
Joints are Not Designed For o-Ring
Gasket Pipe.
ID
WALL
OD
L
A
a
C
E
F
G
H
J
K
M
Wr11bs.
1T'
2"
1611T'
76'
4"
23.5"
51.5"
23.5"
14.25"
13.75"
13.526'
13.25"
1.75"
1.76'
1425
15"
2114"
19 314"
74.75"
T'
27.25"
47.5"
W'
17.625"
16.75"
1 T'
16.5"
2.W'
2.00"
1056
13"
2112"
23112"
74.79'
9"
27"
47.76"
W
20-875"
20.25"
20.26"
19.5"
2.W'
200"
1450
24"
T'
30"
80"
W.
43"
3T'
47.76"
27.5"
27.125'
26.75"
26.25"
2.50"
2.51Y'
2174
3W
3 11T'
37 314"
7r'
12"
MAP
22 5"
60"
34"
33"
33.5"
32.5"
3.00"
&DIP
3o42
35"
4"
44"
97.5"
16"
60"
37.5"
71"
40.875"
40"
39.75"
39"
3.50"
3.59'
4029
4Z'
411Z'
5211Z'
98.379-
22.25'
61.375"
3r'
177.25"1
41.V
1 46.75"
46.1125"
45.12V'
4.25"
3.S0"
1 6250
46
5"
59112"
99.25"
25.5"
7D.25"
29"
B3.5'
1 53.75'
52.75"
52.5"
51.75"
4.50"
3.50"
6593
54"
511Z'
65111V
113CS"
26"
65"
39.5"
89.75'
59.25'
58.75"
58.25"
57.5"
4.25"
4.25"
9533
6W
I 6"
172114"
103.5"
28.5"
57.5ff'
46"
W'
1 65.79'
65'
64.75"
fi4"
4.75"
4.75"
11,953
0 Oldlcastle Precast FES
Reinforced Precast Concrete
no HGpniiii-i. ME NAME: 45GDPc612RTG_DEr.DWG Flared End Section
760.3 ISSUE DATE: August. 2005
920 919Y Raad RFox' , NC.72,12
Phone: [phone] FaK: 919.T72,12U9 www.napproduets.eom Copyright© 2665 d•­iin:�u�rc
RIP RAP
d50=12
MIN DEPTH=27"
2 2 2.5'
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