HomeMy WebLinkAboutSirin Cricket Park_approved site plan_site2412-0003DEVELOPMENT DATA
IMPERVIOUS SUMMARY TABLE
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EROSION CONTROL NOTES:
SURVEY NOTE:
STREAM/WETLAND NOTE:
FLOOD ZONE NOTE:
C0.0
Know what's below.
R
Call before you dig.
STOP
IT'S THE LAW
CALL 1-800-632-4949
BEFORE YOU DIG
N.C. ONE-CALL CENTER
SITE
CIVIL ENGINEER
Bowman North Carolina, Ltd.
4006 Barrett Drive, Suite 104
Raleigh, NC 27609
(919) 553-6570
dave.bartone@bowman.com
FIRM# F-1445
CLIENT / APPLICANT
Sirin Properties, LLC
120 Harmony Creek Place
Apex, NC 27539
(858) 663-3452
Srikanth Birru
srikb99@yahoo.com
SURVEY
Jim Blanchard Associates, P.C.
306 North NC 11 & 903 Hwy
Kenansville, NC 28349
(910) 296-1921
Robby Blanchard
robby@jimblanchardassociates.com
SITE 2412-0003
YOUTH CRICKET PARK
US-401
Bunnlevel, North Carolina
Harnett County
CURRENT PROPERTY OWNERS
Sirin Properties, LLC
120 Harmony Creek Place
Apex, NC 27539 BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTIONCOVER SHEETIndex of Drawings
SHEET NUMBER SHEET TITLE
SITE MAINTENANCE NOTE
SITE LIGHTING NOTE
8/21/2025
LEGEND NOTES
PROPOSEDDESCRIPTIONEXISTING
LEGEND
GENERAL NOTESC0.1
GENERAL NOTES GENERAL NOTES (CONT.)
GENERAL EROSION CONTROL NOTES
ABBREVIATIONS
BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
6/26/2025
TOPOGRAPHIC SURVEYC1.0 BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
N51°
2
9'
27"
E
7
3
6.
0
0'
N38°05'54"W
406.57'N3
5
°
5
6
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5
7
"W
50
1
.1
7
'
N44°23'23"E 388.38'
N44°23'23"
E 761.31'
N38°05'54"W
90.00'
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1" = 60'
EROSION CONTROL LEGEND
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TEMPORARY DIVERSION DITCH DATA BLOCK1
EROSION CONTROL PLAN - INITIALBUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
STOP
IT'S THE LAW
CALL 1-800-632-4949
BEFORE YOU DIG
N.C. ONE-CALL CENTERKnow what's below.
R
Call before you dig.
EROSION CONTROL RESPONSIBILITY CONTACT
6/26/2025
N51°
29'
2
7"
E
7
3
6.
0
0'
N38°05'54"W
406.57'N35
°
5
6
'
57
"W
5
0
1
.
1
7
'
N44°23'23"
E 388.38'
N44°23'23"
E 761.31'
N38°05'54"W
90.00'
N
:
5
6
3
9
3
9
.
1
9
2
f
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:
2
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PAUL
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÷ ÷÷÷÷÷÷÷÷÷÷C2.1
1" = 60'
STOP
IT'S THE LAW
CALL 1-800-632-4949
BEFORE YOU DIG
N.C. ONE-CALL CENTERKnow what's below.
R
Call before you dig.BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTIONEROSION CONTROL PLAN - FINALEROSION CONTROL LEGEND
÷ ÷ ÷
TP TP TP TP TP
CE
EROSION CONTROL RESPONSIBILITY CONTACTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
TEMPORARY DIVERSION DITCH DATA BLOCK1
6/26/2025
EROSION CONTROL NOTESC2.2
n/a
n/a
EROSION CONTROL NOTES:
BASIN NOTES:
EROSION CONTROL NARRATIVE:SEDIMENT & EROSION CONTROL NOTES:
GENERAL NOTES:
NOTE TO CONTRACTOR:
NOTE TO CONTRACTOR:
NORTH CAROLINA CONSTRUCTION GENERAL PERMIT NOTE:
NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM:
EROSION CONTROL NOTES:
TREE PROTECTION NOTES:BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
6/26/2025
NORTH CAROLINA GENERAL PERMIT (NCG01) NOTESC2.3
n/a
n/a BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
Date:GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE
WITH THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction 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
Site Area Description
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
(b) High Quality Water
(HQW) Zones
(c) Slopes steeper
than 3:1
Stabilize within
this many calendar
days after ceasing
land disturbance
7
7
7
Timeframe variations 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.
None
None
If slopes are 10 feet or less in length and
are not steeper than 2:1, 14 days are
allowed
(d) Slopes 3:1 to 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
flatter than 4:1 14
-7 days for perimeter dikes, swales, ditches,
perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero 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
· Temporary grass seed covered with straw or
other mulches and tackifiers.
· Hydroseeding
· Rolled erosion control products with or
without temporary grass seed
· Appropriately applied straw or other mulch
· Plastic sheeting
Permanent Stabilization
· Permanent grass seed covered with straw
or other mulches and tackifiers
· Geotextile fabrics such as permanent soil
reinforcement matting
· Hydroseeding
· Shrubs or other permanent plantings
covered 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.
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.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams
or wetlands unless there is no alternative reasonably available. If 50 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.
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.
B
SECTION B-B
SANDBAGS (TYP.)
OR STAPLES
ABOVE GRADE WASHOUT STRUCTURENOT TO SCALE
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.
NCG-01 GROUND COVER & MATERIALS HANDLING
EFFECTIVE DATE: 11/12/2020
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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A
1:1
SILT
FENCE
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.
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM
10' MIN
B 10 MIL
PLASTIC LINING
1:1 SIDE
SLOPE
(TYP.)
10' MIN
8"
6"
3'-0" MIN.&
X' MAX.
2'
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
SANDBAGS (TYP.)
OR STAPLES
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM
SANDBAGS (TYP.)
OR STAPLESA
SECTION A-A
SIDE SLOPE
(TYP.)
3'-0"
MIN.
& X'
MAX.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE
WASHOUT
CLEARLY MARKED
SIGNAGE
NOTING DEVICE
(18"X24" MIN.)NOTES:
1. ACTUAL LOCATION DETERMINED
IN FIELD
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
12 INCHES OF FREEBOARD.
10 MILPLASTICLINING
SANDBAGS (TYP.)
OR STAPLES
NOTES:
1. ACTUAL LOCATION DETERMINED
IN FIELD
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF
THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT
STRUCTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGE NOTING
DEVICE.
Page:
Date:Page:
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.
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.
Inspect
(1) Rain gauge
maintained in
good working
order
Frequency
(during normal
business hours)
Daily
Inspection records must include:
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend
on holiday periods, and no individual-day rainfall information is
available, record the cumulative rain measurement for those
unattended days (this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded
as "Zero." The permittee may use another rain-monitoring
device approved by the Division.
(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
1. Identification of the discharge outfalls inspected
2. Date and Time of the inspection
3. Name of the person performing the inspection
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration
5. Indication of visible sediment leaving the site
6. Description, Evidence, and date corrective actions taken
If visible Sedimentation is found outside site limits, then record
of the following shall be made:
1) Actions taken to clean up or stabilize sediment that has left
the site limits
2) Description, Evidence and date of corrective actions taken
3) An explanation as to the actions taken to control future
releases
If the stream or wetland has increased visible sedimentation or
has visible increased turbidity from the construction activity, then
a record of the following shall be made:
1) Description, Evidence and date of corrective actions taken
2)Records of required reports to the appropriate Division
Regional Office per Part III, Section C, Item(2)(a) of this permit
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
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 assurance that they will be provided as soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
(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.
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 Document Requirements
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.
(d) The maintenance and repair requirements for
all E&SC measures have been performed.
(e) Corrective actions have been taken to E&SC
measures.
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 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]
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.
Complete, date and sign an inspection report.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
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
(a) Visible
sediment
deposition in a
stream or wetland
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.
(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)]
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.
• 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.
NCG-01 SELF INSPECTION
EFFECTIVE DATE:11/12/2020
6/26/2025
NCG01 SELF-INSPSECTION FORMC2.4
n/a
n/a BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
6/26/2025
EROSION CONTROL DETAILSC2.5
n/a
n/a
SLOPE TRACKING DETAIL7 CONCRETE WASH AREA8 BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
SKIMMER BASIN1
Construction:
1.Clear the entrance and exit area of all vegetation, roots, and other objectionable
material and properly grade it.
2.Place the gravel to the specific grade and dimensions shown on the plans, and
smooth it.
3.Provide drainage to carry water to a sediment trap or other suitable outlet.
4.Use geotextile fabrics in order to improve stability of the foundation in locations
subject to seepage or high water table.
Maintenance:
1.Inspect all measures at least weekly and after each rainfall of 1.0 inch or greater.
Make any required repairs immediately.
2.Maintain the gravel pad in a condition to prevent mud or sediment from leaving the
construction site. This may require periodic topdressing with 2-inch stone.
3.Sediment on roadways is to be removed immediately by broom and shovel, either by
manual or mechanical means, and not to be washed off where it has the potential to
enter a stream, drainage way or storm drain system.
Public
Road
2-3" COURSE AGGREGATE
6" MIN.AS REQ
UI
R
E
D
12'
MI
N.
50'
M
I
N
.
IF 50
'
C
A
N
N
O
T
B
E
R
E
A
C
H
E
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,
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SITE
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W
A
Y
S
.
DATE:PAGE:
NORTH CAROLINADepartment of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual Updates
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
GEOTEXTILE FABRIC
TO BE USED IN LOCATIONS
SUBJECT TO SEEPAGE OR
HIGH WATER TABLE.
2' MIN.
18" MIN.
6' TYPICAL
COMPACTED
SOIL FLOW
9' TYPICAL
18" MIN.
3:
1
M
A
X
COURSE
AGGREGATE
FLOW
TEMPORARY EARTHEN DIVERSION DIKE
TEMPORARY GRAVEL DIVERSION DIKE FOR VEHICLE CROSSING
NOTES:
1.Remove and properly dispose of all tree,
brush, stumps, and other objectionable
material.
2.Temporary diversions are to only be used for
drainage areas of 5 acres or less.
3.Ridges will have a 2 feet minimum top width,
2:1 or flatter side slopes and a minimum of 0.3
feet freeboard.
4.Channels will have a parabolic, trapezoidal, or
V shape with side slopes of 2:1 or flatter.
5.Any point where vehicles will be crossing
should have 3:1 or flatter side slopes.
6.Ensure the top of the dike is not lower at any
point than the design elevation plus the
specified settlement.
7.Provide sufficient room around diversions to
permit machine re-grading and cleanout.
8.Vegetate the ridge immediately after
construction unless it will remain in place less
than 30 working days.
MAINTENANCE:
1.Inspect all measures at least weekly and after
every rainfall of 1.0 inch or greater.
2.Make all repairs immediately.
3.Immediately remove any sediment from the
flow area and repair the diversion ridge.
4.Check outlets and make timely repairs as
needed.
2:1
M
A
X
DATE:PAGE:
NORTH CAROLINADepartment of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesTEMPORARY DIVERSIONS
A BL
L= THE DISTANCE SUCH THAT POINTS A
AND B ARE OF EQUAL ELEVATION
FILTER CLOTH
1.5' MIN.
9" MIN.
12" OF NCDOT #5 OR
#57 WASHED STONE
CLASS B RIPRAP
FILTER CLOTH
PLAN VIEW
CROSS-SECTION VIEW
NOTES:
1.Place stone on a filter fabric foundation.
2.The center stone section must be at least 9 inches below natural
ground level where the dam abuts the channel banks.
3.Extend stone at least 1.5 feet beyond the ditch bank to keep water
from cutting around the ends of the check dam.
4.Set spacing between dams to assure that the elevation at the top of
the lower dam is the same as the toe elevation of the upper dam.
5.Protect the channel after the lowest check dam from heavy flow that
could cause erosion.
6.Make sure the channel reach above the most upstream dam is
stable.
7.Ensure that other areas of the channel, such as culvert entrances
below the check dams, are not subject to damage or blockage from
displaced stones.
8.Riprap and filter fabric should be keyed in to prevent under cutting.
9.Ends of check dams may need to be turned uphill to prevent bypass
and better conform to site conditions.
10.Do not place check dams in intermittent or perennial streams.
MAINTENANCE:
1.Inspect check dams and channels at least weekly and after each rainfall of 1.0
inch or greater. Clean out sediment, straw, limbs or other debris that could clog
the channel when needed.
2.Anticipate submergence and deposition above the check dam and erosion from
high flows around the edges of the dam. Correct all damage immediately. If
significant erosion occurs between dams, additional measures can be taken
such as, installing a protective riprap liner in that portion of the channel.
3.Remove sediment accumulated behind the dams as needed to prevent damage
to channel vegetation, allow the channel to drain through the stone check dam,
and prevent large flows from carrying sediment over the dam. Add stones to the
dams as needed to maintain design height and cross section.
2' MAX AT
CENTER
4'-6'
1.5'
2:
1
DATE:PAGE:
NORTH CAROLINADepartment of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesCHECK DAM
Date:Steel Post
Construction:
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24
inches above the ground. (Higher fences may impound volumes of
water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. When joints are necessary, securely fasten the
filter cloth only at a support post with 4 feet minimum overlap to the
next post.
4. Support standard strength filter fabric by wire mesh fastened securely
to the upslope side of the posts. Extend the wire mesh support to the
bottom of the trench. Fasten the wire reinforcement, then fabric on the
upslope side of the fence post. Wire or plastic zip ties should have a
minimum 50 pound tensile strength.
5. When a wire mesh support fence is used, space posts a maximum of
8 feet apart. Supports should be driven securely into the ground a
minimum of 24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require
wire mesh support fence. Securely fasten the filter fabric directly to
posts. Wire or plastic zip ties should have a minimum of 50 pound
tensile strength.
7. Excavate the trench approximately 4 inches wide and 8 inches deep
along the proposed line of the posts and upslope from the barrier.
8. Place 12 inches of fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence
performance.
10. Do not attach filter fabric to existing trees.4"
Maintenance:
1. Inspect sediment fences at least once a week and after each 1 inch
rainfall. Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse, tear, decompose, or
become ineffective, replace it promptly.
3. Remove sediment deposits as necessary to provide adequate storage
volume for the next rain and reduce pressure on the fence. Take care
to avoid undermining the fence during cleanout.
4. Remove all fencing materials and unstable sediment deposits and
bring the area to grade and stabilize it after the contributing drainage
area has been properly stabilized.CROSS SECTION VIEW
SILT FENCE
EFFECTIVE DATE: 11/12/2020
24"
Min.8" Min.
18-24"
8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence
Page:
Wire Fence
Plastic or
Wire ties
24"
8" down & 4"
forward along the
trench
Filter Fabric
Wire Fence
Steel Post
Plastic or
Wire
Filter Fabric
Backfill trench
and Compact
thoroughly
Upslope
Date:Page:
4' MIN.SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
WIRE FENCE FRONT VIEW
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
NOTES:
1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
2. Stone outlets should be placed on low elevation areas of silt fence and
based on field conditions.
BURY WIRE FENCE
AND HARDWARE CLOTH
SECTION VIEW
EFFECTIVE DATE: 11/12/2020
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall event. Complete any required repairs immediately.
Freshen stone when sediment accumulation exceeds 6 inches. Keep
mesh free of debris to provide adequate flow.
2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de-watering.
SILT FENCE OUTLET
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
6/26/2025
EROSION CONTROL DETAILSC2.6
n/a
n/a
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
Seeding Dates
Mountains — May 15 - Aug. 15
Piedmont — May 1 - Aug. 15
Coastal Plain — Apr. 15 - Aug. 15
Mulch
Maintenance
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:
LIMING- Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground agricultural limestone at the rate of 1-112
tons/acre on coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil.
Soils with a pH of 6 or higher need not be limed.
FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700 - 1,000 lb/acre. Both fertilizer and lime should be
incorporated into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall
causes the surface to become sealed or crusted, loosen it just prior to seeding by raking, harrowing, or other suitable methods for fine grading. The finished grade shall
be a smooth even soil surface with a loosen uniformly fine texture. All ridges and depressions shall be removed and filled to provide the approved surface drainage.
Planting is to be done immediately after finished grades are obtained and seedbed preparation is completed.
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
In the Piedmont and Mountains, a small-stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
DATE:PAGE:
NORTH CAROLINA
Department of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesTEMPORARY SEEDING
BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
RIP-RAP APRON13
FILTER
BLANKET
d
SECTION AA
La
AAAA
d
La
FILTER
BLANKET
PLAN
SECTION A
PLAN
AA
d0
3d0
PIPE OUTLET TO WELL-DEFINED CHANNEL
PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL
NOTES:
1.Compact any fill required in the subgrade to the density
of the surrounding undisturbed material. Low areas in
the subgrade on undisturbed soil may also be filled by
increasing the riprap thickness.
2.The riprap and gravel filter must conform to the specified
grading limits shown on the plans.
3.Filter cloth, when used, must meet design requirements,
and be properly protected from punching or tearing
during installation. Repair any damage by removing the
riprap and placing another piece over the damaged area.
If the damage is extensive, replace the entire filter cloth.
4.All connecting joints should overlap so the top layer is
above the downstream layer a minimum of 1 foot.
5.The minimum thickness of the riprap should be 1.5 times
the maximum stone diameter but not less than 6".
6.Riprap may be field stone or rough quarry stone. It
should be hard, angular highly weather-resistant and well
graded.
7.Construct the apron on zero grade with no overfill at the
end. Make the top of the riprap at the downstream end
level with the receiving area or slightly below it.
8.Ensure that the apron is properly aligned with the
receiving stream and preferably straight throughout its
length. If a curve is needed, place in the upper section of
the apron.
MAINTENANCE:
1.Inspect outlet structures at least weekly and after
each rainfall of 1.0 inch or greater.
2.Check outlets for erosion around or below riprap
and for if stones have been dislodged. Make
repairs immediately to prevent further damage.
La = Length of Riprap Apron
d = Thickness of Riprap Apron
La = Length of Riprap Apron
d = Thickness of Riprap Apron
DATE:PAGE:
NORTH CAROLINADepartment of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesOUTLET STABILIZATION STRUCTURE
NOTES:
1.Lime, fertilize and seed before installation. Planting of shrubs, trees, etc. should occur after installation.
2.Slope surface shall be smooth before placement for proper soil contact.
3.Design velocities exceeding 2 feet/second require temporary blankets, mats or similar liners to protect seed and soil until vegetation becomes
established.
4.Terminal anchor trenches are required at RECP ends and intermittent check slots must be constructed across channels at 25 foot intervals.
5.Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width. Intermittent check slots should be 6 inches deep
and 6 inches wide.
6.For installation on a slope, place RECP 2-3 feet over the top of the slope and into an excavated end trench measuring approximately 12
inches deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill and compact. Unroll the RECP down
the slope maintaining direct contact between the soil and RECP. Secure using staples or pins in a 3 foot center-to-center pattern.
7.11 gauge, at least 6 inch by 1 inch staples or 12 inch minimum length wooden stakes are recommended for anchoring.
8.Grass-lined channels with design velocities exceeding 6 feet/second should include turf reinforcement mats
9.Check slots to be constructed per manufacturers specifications.
10.Staking or stapling layout per manufacturers specification.
11.If there is a berm at the top of slope, anchor up-slope of the berm.
12.Do not stretch blankets/matting tight, allow the rolls to conform to any irregularities.
13.For slopes less than 3H:1V, rolls may be placed in horizontal strips.
MAINTENANCE:
1.Inspect Rolled Erosion Control Products at least weekly and
after each rainfall of 1.0 inch or greater; repair immediately.
2.Good contact with the ground must be maintained, and
erosion must not occur beneath the RECP.
3.Any areas of the RECP that are damaged or not in close
contact with the ground shall be repaired and stapled.
4.If erosion occurs due to poorly controlled drainage, the
problem shall be fixed and the eroded area protected.
5.Monitor and repair the RECP as necessary until ground cover
is established.
OVERLAP
6" MIN.LONGITUDINAL
ANCHOR TRENCH
OVERCUT CHANNEL 2"
TO ALLOW BULKING
DURING SEEDBED
PREPARATION
DESIGN DEPTH
6" MIN.
6" MIN.
TYPICAL INSTALLATION
WITH EROSION CONTROL
BLANKETS OR TURF
REINFORCEMENT MATS
INTERMITTENT CHECK SLOT LONGITUDINAL ANCHOR TRENCH
SINGLE-LAP SPLICED ENDS OR BEGIN NEW
ROLL IN AN INTERMITTENT CHECK SLOT
FLOWPREPARE SOIL AND APPLY SEED BEFORE
INSTALLING BLANKETS, MATS OR OTHER
TEMPORARY CHANNEL LINER SYSTEMS
6" MIN.
OVERLAP
ANCHOR 6"X6" MIN. TRENCH
AND STAPLE AT 12"
INTERVALS
STAPLE OVERLAPS
MAX. 5" SPACING
3" MIN.
OVERLAP
BRING MATERIAL DOWN TO A LEVEL
AREA, TURN THE END UNDER 4"
AND STAPLE AT 12" INTERVALS.
CHECK SLOTS AT
25' INTERVALS
CHA
N
N
E
L
BOT
T
O
M
STAKES AT 3'-5'
INTERVALS
INITIAL CHANNEL ANCHOR TRENCH
12"
TERMINAL SLOPE AND CHANNEL
ANCHOR TRENCH
DATE:PAGE:
NORTH CAROLINADepartment of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesROLLED EROSION CONTROL PRODUCTS
NOTES:
1.Permanent seeding, sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframes table.
2.A North Carolina Department of Agriculture soils test (or equal) is highly recommended to be obtained for all areas to be seeded, sprigged, sodded or planted.
3.Use a seeding mix that will produce fast0growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover. Soil blankets may be used in lieu of nurse crops.
Mat, tack or crimp mulch, as needed to stabilize seeded areas until root establishment. Mulch must cover at leaser 80% of the soil surface.
4.Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion.
SEED BED PREPARATION:
LIMING- Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground agricultural limestone at the rate of 1 to 1 12 tons/acre on coarse0textured soils
and 2-3 tons/acre on fine-textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not be limed.
FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated into the top 4-6 inches of
soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall causes the surface to become
sealed or crusted, loosen it just prior to seeding by raking, harrowing, or other suitable methods for fine grading. the finished grade shall be a smooth even soil surface with a loosen uniformly fine texture.
all ridges and depressions shall be removed and filled to provide the approved surface drainage . Planting is to be done immediately after finished grades are obtained and seedbed preparation is
completed.
SEEDING MIXTURE
Species Rate
Centipede 5 lbs/acre
Indian Woodoats 1.5-2.5 lbs/acre*
Virginia Wild Rye 4-6 lbs/acre
*Depending upon mix with other species. See table 6.11.d
from Chapter 6 of the NC Erosion and Sediment Control
Planning and Design Manual.
Seeding Dates
Coastal or Eastern Piedmont for Centipede- Sept. 1 - May 1
Coastal and Piedmont for Indian Woodoats and Virginia
Wild Rye- Feb 15 - April 1
Mountains for Indian Woodoats and Virginia Wild Rye-
March 1 - May 15
Maintenance:
Significant maintenance may be required to obtain desired
cover.
SEEDING MIXTURE
Species Rate
Indian Woodoats 1.5-2.5 lbs/acre*
Virginia Wild Rye 4-6 lbs/acre*
*Depending upon mix with other species.
See table 6.11.d from Chapter 6 of the NC
Erosion and Sediment Control Planning
and Design Manual.
Seeding Dates
Mountains - July 15- Aug 15
Piedmont - Aug 15 - Oct 15
Maintenance:
Indian Woodoats and Virginia Wild Rye
are both sun and shade tolerant.
SEEDING MIXTURE
Species Rate
Hard Fescue 15 lbs/acre
Switchgrass 2.5-3.5 lbs/acre*
Indian Grass 5-7 lbs/acre*
Big Bluestem 5-7 lbs/acre*
Indian Woodoats 1.5-2.5 lbs/acre*
Virginia Wild Rye 4-6 lbs/acre*
*Depending upon mix with other species. See table 6.11.d from
Chapter 6 of the NC Erosion and Sediment Control Planning and
Design Manual.
Seeding Dates
Mountains - Hard Fescue- Aug 1 - June 1
Mountains- Switchgrass, Indian Grass, Big Bluestem- Dec 1 - April 15
Piedmont and Coastal- Switchgrass, Indian Grass, Big Bluestem-
Dec 1 - April 1
Coastal- Indian Woodoats and Virginia Wild Rye- Sept 1 - Nov 1
Maintenance:
Hard Fescue is not recommended for slopes > 5%. Prefers shade.
NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR SUMMER
NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR FALL
DATE:PAGE:
NORTH CAROLINADepartment of Environmental Quality
Effective Date: 9/1/2023
In accordance with the 2013
Design Manual UpdatesPERMANENT SEEDING
6/26/2025
VICINITY MAP
IMPERVIOUS SUMMARY TABLE
N
:
5
6
3
9
3
9
.
1
9
2
f
t
E
:
2
0
6
5
5
5
3
.
6
7
5
f
t
L
A
T
:
3
5
.
2
9
9
3
2
7
6
5
L
O
N
:
-
7
8
.
7
8
0
2
9
2
8
1
U
S
H
I
G
H
W
A
Y
4
0
1
S
O
U
T
H
(6
0
'
R
O
W
)
PAUL
F
I
E
L
D
L
A
N
E
(PRIV
A
T
E
R
/
W
)
N51°
2
9'
2
7"
E
7
3
6.
0
0'
N38°05'54"W
406.57'N35
°
5
6
'
57
"W
5
0
1
.
1
7
'
N44°23'23"
E 388.38'
N44°23'23"E 761.31'
N38°05'54"W
90.00'
DEVELOPMENT DATA
SITE PLANC3.0
1" = 60'BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
SITE PARKING NOTE
SIGHT TRIANGLE NOTE
SITE MAINTENANCE NOTE
SITE LIGHTING NOTE
6/26/2025
SITE DETAILSC3.1
n/a
n/a BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
6/26/2025
N51°
29'
2
7"
E
7
3
6.
0
0'
N38°05'54"W
406.57'N35
°5
6
'
57
"W
5
0
1
.
1
7
'
N44°23'23"
E 388.38'
N44°23'23"
E 761.31'
N38°05'54"W
90.00'
N
:
5
6
3
9
3
9
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:
2
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6
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5
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7
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2
9
2
8
1
U
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H
I
G
H
W
A
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4
0
1
S
O
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(6
0
'
R
O
W
)
PAULF
I
E
L
D
L
A
N
E
(PRIV
A
T
E
R
/
W
)GRADING AND DRAINAGE PLANC4.0
1" = 60'
LEGEND:BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
SITE MAINTENANCE NOTE
6/26/2025
N
:
5
6
3
9
3
9
.
1
9
2
f
t
E
:
2
0
6
5
5
5
3
.
6
7
5
f
t
L
A
T
:
3
5
.
2
9
9
3
2
7
6
5
L
O
N
:
-
7
8
.
7
8
0
2
9
2
8
1
U
S
H
I
G
H
W
A
Y
4
0
1
S
O
U
T
H
(6
0
'
R
O
W
)
PAUL
F
I
E
L
D
L
A
N
E
(PRIV
A
T
E
R
/
W
)
N51°
2
9'
27"
E
7
3
6.0
0'
N38°05'54"W
406.57'N3
5
°5
6
'
5
7
"W
5
0
1
.
1
7
'
N44°23'23"E 388.38'
N44°23'23"
E 761.31'
N38°05'54"W
90.00'LANDSCAPE PLANC5.0
1" = 60'BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTIONNORTHSIGHT TRIANGLE NOTE
LANDSCAPING/CO STANDARD NOTE:
LANDSCAPE NOTES:LANDSCAPING SCHEDULE
TREES CODE QTY BOTANICAL / COMMON NAME SIZE HEIGHT SPREAD MATURE SIZE SPACING REMARKS
ZS 2 Zelkova serrata / Japanese Zelkova 1.5" CAL 6'-0'50 H x 35 W AS SHOWN BUFFER (STREET)
MGSM 126 Magnolia grandiflora / Southern Magnolia (small cultivars)1.5" CAL 6'-0"60 H x 30 W AS SHOWN BUFFER
UNDERSTORY TREES/SHRUBS CODE QTY BOTANICAL / COMMON NAME SIZE HEIGHT SPREAD SPACING REMARKS
COTC 503 Buxus microphylla var japonica / Japanese Boxwood 3 GAL 18"-24"18"-24"3 H x 3 W AS SHOWN 4' - 6' O.C.BUFFER
CJJC 0 Cotoneaster lucidus (c. acutifolius var. lucidus) / Hedge Cotoneaster 3 GAL 18"-24"18"-24"5 H x 5 W AS SHOWN 4' - 6' O.C.BUFFER
SITE MAINTENANCE NOTE
SITE LIGHTING NOTE
7/30/2025
N
:
5
6
3
9
3
9
.
1
9
2
f
t
E
:
2
0
6
5
5
5
3
.
6
7
5
f
t
L
A
T
:
3
5
.
2
9
9
3
2
7
6
5
L
O
N
:
-
7
8
.
7
8
0
2
9
2
8
1
U
S
H
I
G
H
W
A
Y
4
0
1
S
O
U
T
H
(6
0
'
R
O
W
)
PAULF
I
E
L
D
L
A
N
E
(PRIV
A
T
E
R
/
W
)
N51°
2
9'
27"
E
7
3
6.0
0'
N38°05'54"W
406.57'N3
5
°5
6
'
5
7
"W
50
1
.1
7
'N44°23'23"E 388.38'N44°23'23"
E 761.31'
N38°05'54"W
90.00'BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
POST DA-1
AREA: 2.01 AC
WEIGHTED CN: 73.5
Tc: 11.80 MINUTES POST DEVELOPMENT-DRAINAGE AREA MAPDDP
POST DA-2
AREA: 1.87 AC
WEIGHTED CN: 71.0
Tc: 23.20 MINUTES
POST DA-3
AREA: 4.28 AC
WEIGHTED CN: 70.9
Tc: 23.20 MINUTES
POST DA-4
AREA: 3.03 AC
WEIGHTED CN: 68.4
Tc: 23.20 MINUTES
6/26/2025
N
:
5
6
3
9
3
9
.
1
9
2
f
t
E
:
2
0
6
5
5
5
3
.
6
7
5
f
t
L
A
T
:
3
5
.
2
9
9
3
2
7
6
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L
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:
-
7
8
.
7
8
0
2
9
2
8
1
U
S
H
I
G
H
W
A
Y
4
0
1
S
O
U
T
H
(6
0
'
R
O
W
)
PAULF
I
E
L
D
L
A
N
E
(PRIV
A
T
E
R
/
W
)
N51°
2
9'
27"
E
7
3
6.0
0'
N38°05'54"W
406.57'N3
5
°5
6
'
5
7
"W
50
1
.1
7
'N44°23'23"E 388.38'N44°23'23"
E 761.31'
N38°05'54"W
90.00'PRE-DEVELOPMENT DRAINAGE AREA MAPDDX BUNNLEVEL, NC HARNETT COUNTYYOUTH CRICKET PARKBowman North Carolina Ltd.bowman.comBowman North Carolina Ltd.4006 BARRETT DRSuite 104RALEIGH, NC 27609Phone: (919)553-6570US 401 SOUTH & PAULFIELD LANENOT FOR CONSTRUCTION
PRE DA -1
AREA: 2.22 AC
WEIGHTED CN: 73.9
Tc: 16.4 MINUTES
PRE DA -2
AREA: 1.60 AC
WEIGHTED CN: 76.7
Tc: 18.4 MINUTES
PRE DA -3
AREA: 1.79 AC
WEIGHTED CN: 72.1
Tc: 18.4 MINUTES
PRE DA -4
AREA: 5.44 AC
WEIGHTED CN: 70.3
Tc: 18.4 MINUTES
6/26/2025