Autry LCID Renewal plans_rev 12-11-23

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305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
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The creation of authorship contained in this drawing including
but not limited to all design, text, specifications and images,
are . owned, except -as otherwise expressly stated, by
Anderson Engineering & Associates, P.A. and are protected
by copyright and other intellectual property laws. This drawing
may. not be copied, reproduced, transmitted, displayed,
distributed, sub- licensed, altered, utilized for other projects or
otherwise used in any manner without the prior written
consent of Anderson Engineering & Associates, P.A., except.
to the extent that such use constitutes "fair use" under the
Copyright Act of 1976 (17 U.S.C. 6107), as amended. Project
owner may keep one un- altered permanent copy to be used
for intended project use only.
COVER
ISSUE DATE: 07.19.2023
NO. DATE REASON
Al 12.11.2023 NCDEQ - REVIEW COMMENTS
INDEX SHEET NUMBER
SCALE: NTS
DRAWN BY: RT
CHECKED BY: LWA/DWA
PROJECT NO.: 50-1909
DRAWING FILE: 1909
FILE NO.: 1909
SHEET N0.
C000
2023 Anderson Engineering & Associates, P.A.

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CURRENT
CONDITIONS
ISSUE DATE: 07.19.2023
NO. DATE REASON
Q 12.11.2023 N . REVLEW COMMENTS
NO CHANGES_THIS SHEET :
SCALE: 1"=100'
DRAWN BY: RT
CHECKED BY: DWA, LWA
PROJECT NO.: 50-1909
DRAWING FILE: 1909
FILE NO.: 1909

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� 1. EXISTING DATA BEFORE MAY 31, 2023 ARE SHOWN ON THE
_ � DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS
BEEN MADE AVAILABLE TO OR DISCOVERED BY ANDERSON
ENGINEERING &ASSOCIATES, PA. THERE IS NO GUARANTEE AS
TO THE ACCURACY OR COMPLETENESS OF THIS INFORMATION;
I J THEREFORE, ALL LIABILITY IS EXPRESSLY DISCLAIMED.
2. SURVEY DATA FOR MAY 31, 2023 BY:
r � ANDERSON ENGINEERING &ASSOCIATES, P.A.
� 305 N CHIPPEWA STREET
LUMBERTON, NC 28358
/ / [phone] �
3. PERMITTED FINAL GRADES BY:
/ JOYCE ENGINEERING - NC LICENSE: G0782 j
9731-F SOUTHERN PINE BLV0.
I / � CHARLOTTE, NC 28273
/ [phone] /
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b co ri ht and other intellectual roe laws. This drawin
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ma not be co ied' re roduced transmitted dis la ed
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distributed, sub -licensed, altered, utilized for other projects or
otherwise used in an manner without the rior written
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Co ri ht Act of 1976 17 U.S.C. 107 as amended. Project
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owner" may keep one un altered permanent copy to be used
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5-YEAR PHASE
ISSUE DATE: 07.19.2023
NO. DATE REASON
0 12.11.2023. NCDEQ - REVIEW COMMENTS
- HEIGHT OF 5-YEAR FILL
D RAW N BY: RT
CHECKED BY: LWA
PROJECT NO.: 50-1909
DRAWING FILE: 1909
FILE NO.: 1909
SHEET NO.
© 2023 Anderson Engineering & Associates, P.A.

170
165
CROSS-SECTION 13-13
170
GENERAL NOTES
1. EXISTING DATA BEFORE MAY 31, 2023 ARE SHOWN ON THE
.DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS
BEEN MADE AVAILABLE TO OR DISCOVERED BY ANDERSON.
ENGINEERING & ASSOCIATES, PA. THERE IS NO GUARANTEE AS
TO THE ACCURACY OR COMPLETENESS OF THIS INFORMATION;
THEREFORE, ALL LIABILITY IS EXPRESSLY DISCLAIMED.
2. SURVEY DATA FOR MAY 31, 2023 BY:
ANDERSON ENGINEERING & ASSOCIATES, P.A.
305 N CHIPPEWA STREET
LUMBERTON, NC 28358
[phone]
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RT
305 N . Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
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The creation of authorship contained in this drawing including
but not limited to all design, text, specifications and images,
are owned, except as otherwise expressly stated, by
Anderson Engineering & Associates, P.A. and are. protected
by copyright and other intellectual property laws. This drawing
may not be copied, reproduced, transmitted, displayed,
distributed, sub- licensed; altered, utilized for other projects or
otherwise used in any manner without the prior written
consent of Anderson Engineering & Associates, P.A., except
.to the extent that such use constitutes "fair use" under the
Copyright Act of 1976 (17 U.S.C. §107), as amended. Project
owner may keep one un- altered permanent copy to be used
for intended project use only.
..CROSS -SECTIONS
ISSUE DATE: 07.19.2023
NO. DATE REASON
0 12.11.2023 NCDEQ.- REVIEW COMMENTS
HEIGHT OF 5-YEAR FILL
SCALE: - 150'
DRAWN BY: RT
CHECKED BY LWA, DWA
PROJECT NO.: ' 50-1909
DRAWING FILE: 1909
FILE NO.: 1909
SHEET NO.
C I
0.3
2023 Anderson Engineering & Associates, P.A.

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The creation of authorship contained in this drawing including
.but not limited to all design, text, specifications and images,
are owned, . except as otherwise expressly stated, by
Anderson Engineering & Associates, P.A. and are protected
by copyright and other intellectual property laws. This drawing
may not be copied, reproduced, transmitted, displayed,
distributed, sub- licensed, altered, utilized for other projects or
otherwise used in any manner without the prior written
consent of Anderson Engineering & Associates, P.A., except
to the extent that such use constitutes "fair use" under the
Copyright Act of 1976 (17 U.S.C. §107), as amended. Project
owner may keep one un- altered permanent copy to be used
for intended project use only.
_FI NAL GRADING
. ISSUE DATE: 07.19.2023
NO. DATE REASON
Q 12.11.2023 NCDEQ -REVIEW COMMENTS _
FINAL GRADE HEIGHT
F
SCALE: NTS
DRAWN BY: RT
CHECKED BY: LWA
PROJECT NO.: 50-1909
DRAWING FILE: 1909
FILE NO.: 1909
SHEET NO.
© 2023 Anderson Engineering & Associates, P.A.

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 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 gjurisdiction., havin All details andspecifications shown on this sheet may not apply
depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Rcn��ircrl (2rn��nr1 Ctahili�a+inn Ti
Required Gr®und Stabilization Timeframes
Stabilize within
Site Area Description
this many calendar
Timefram.e variations
days after ceasing
land disturbance
(a) Perimeter dikes, _
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper
If slopes are 10 feet or less in length and
than 3:1
7
are 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 HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales, ditches,
(e) Areas with slopes
perimeter slopes and HQW 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, 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
•Permanent
grass seed covered with straw
or other mulches and tackifiers.
or other mulches and tackifiers
•
G eotextile fabrics such as permanent .soil
POLYACRYLAMIDES (PAIVIS). AND FLOCCULANTS
1. Select flocculants that are ,appropriate for the soils being exposed during construction,
selecting from the NC DWR List of Approved PAMS/F/occulants L
2: Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DINR List of Approved
PAMS/F/occulants 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.
..\NC-Environmental.jpeg
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.
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.
PORTABLE TOILETS
1. Install. portable toilets on level ground, at (east 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
I
_...licensed sanitarywaste 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, p erimeter sediment controls and
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.
O.NSITE
CONCRETE
CONCRETE WASHOUT
STRUCTURE WITH LINER,
10 MIL
NOTES:
A
PLASTIC
1. ACTUAL LOCATION DETERMINED IN
O CDCDO
1:1 LINING
FIELD
SILT SIDE SLOPE SANDBAGS (TYP.)
O
O
FENCE
(TYP.)
OR STAPLES
2, THE CONCRETE WASHOUT
O
O
CD
SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
WHEN
O
O
3 - 011
REACHES 75% OF THE STRUCTURES
IN.
CAPACITY.
O O CD
O
O
SANDBAGS (TYP.) &X'
OR STAPLES MAX.
3.CONCRETE WASHOUT STRUCTURE
A
NEEDS TO BE CLEARY MARKED WITH
SECTION A -A
BELOW GRADE WASHOUT STRUCTURE
SIGNAGE NOTING DEVICE.
4
NOT TO SCALE
HIGH
CLEARLY MARKED
�SIGNAGE
COHESIVE &
CONCRETE
LOW FILTRATION
WASHOUT.
NOTING DEVICE (18"X24"
NOTES:
SOIL BERM
MIN.)
1. ACTUAL LOCATION DETERMINED IN
10'
MIN
FIELD
B
SANDBAGS (TYP.)
10 min OR STAPLES
2, THE CONCRETE WASHOUT
Hn
O 0
p 0
PLASTIC LINING IGH
COHesive &
LOW FILTRATION
STRUCTURES SHALL BEMAWTAWED
1:1 SIDE soiL BERM
WHEN THE LIQUID AND/OR SOLID
O
SLOPE
REACHES 75% OF THE STRUCTURES
O
O
�
(TYP.)
CAPACITY TO PROVIDE ADEQUATE
10' MW
HOLDING CAPACITY WITH A MINIMUM 12
O
O
INCHES OF FREEBOARD.
O
�
g3-0°MIN.&
O
O
gx Max.
3.CONGRETE WASHOUT STRUCTURE -
NEEDS TO BE CLEARY MARKED WITH
g SANDBAGS (TYP.)
SIGNAGE NOTING DEVICE.
SECTION
B-B OR STAPLES
ABOVE GRADE WASHOUT STRUCTURE
T ALE
TO
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 imp envious 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 de watering 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 glround and in st a11 a stone
entrance ad in front of the washout.:-* Additional controls maybe : required b Y he
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in ,accordance with label
restrictions:
2. Store herbicides, pesticides and rodenticdes in their original containers with the label,
which lists directions for use, ingredients and first aid tees: in case of accidental
poisoning...
3. Do not store herbicides, pesticides and rod enticides in areas -where flooding is possible
or where they may spill or leak into wells stormwater drains, groundwater or surface
water. If a spill occurs, clean. area immediately.
4. Do not stockpile these materials onsite.

PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and trapsthatreceive 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 I I I
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
Frequency
Inspection records must include:
(during normal
business hours
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend on holiday
good workingperiods,
g
and no individual -day rainfall information is available, record the
cumulative rain measurement for those unattended days (this will
order
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 7
1. Identification of the measures inspected
Measures
calendar days and
2. Date and Time of the inspection
within 24 hours of
3. Name of the person performing the inspection
a rain event >_ 1.0
4. Indication of whether the measures were operating properly
inch in 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 7
1. Identification of the discharge outfalls inspected
discharge
calendar days and
2. Date and Time of the inspection
outfalls SDOs
( )
within 24 hours of
3. Name of the person performing the inspection
a rain event >_ 1.0
4. Evidence of indicators of stormwater pollution such as oil sheen,
,
floating or suspended solids or discoloration
inch . in 24 hours.
5. Indication of visible sediment leaving the site
6. Description, Evidence and date corrective actions taken
p ,
(4) Perimeter
A t least once per 7
If vi i
s b e Sedimentation is found 3 An ex lanation as to the actions
) p
of Site
calendar da s and
Y
outside site limits, then record of taken to control future releases
•
within 24 hours of
following -
:the of owin .shall be,made. -
g
a rain event >_ 1.0
1 Actions taken clean r
� to c ea up o
.
stabilize sediment that has left
inch in 24 hours.
the site limits
2) Description, Evidence and date
of corrective actions taken
(5) Streams or
At least once per 7
If the stream or wetland has increased visible sedimentation or has
wetlands
calendar days and
visible increased turbidity from the construction activity, then a record of
onsite or,,.
within 24 hours of -
the following shall be made:
offsite -where
67 rain even
1 Description,
tion Evidence and date of corrective actions
s taken
-2'),Records
2)Records of required reports to the appropriate Division Regional Office
accessible)
inch in 24 hours.
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 measures, clearing
Stabilization
of grading.
and grubbing, installation of storm drainage facilities, completion of all
Measures
land-disturbingactivity, construction or redevelopment, permanent.
Y, p ,
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.
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
Document Requirements
Initial and date each E&SC measure on a copy of
(a) Each E&SC measure has been installed and
the approved E&SC plan or complete, date and
does not significantly deviate from the locations,
sign an inspection report that lists each E&SC
dimensions and relative elevations shown on the
measure shown on the approved E&SC plan. This
approved E&SC plan.
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
Initial and date a copy of the approved E&SC plan
accordance with the approved E&SC plan.
or complete, date and sign an inspection report to
indicate compliance with approved ground cover
specifications.
(d) The maintenance and repair requirements for
Complete, date and sign an inspection report.
all E&SC measures have been performed.
(e) Corrective actions have been taken to E&SC
Initial and date a copy of the approved E&SC plan
measures.
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 asite-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 madeduring 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]
N�CGO1 SELF
Occurrence
Reporting Timeframe (After Discovery) and Other Requirements
(a) Visible
•Within 24 hours, an oral or electronic .notification.
sediment
•Within 7 Calendar Days, a report that contains a description. of the
deposition in a
sediment and actions taken to address the cause of the deposition.
stream or wetland
Division staff may waive the requirement for a written report on a case -
by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment-
related caused, the permittee may be required -to perform additional
monitoring; inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure
compliance with the federal or state impaired -waters conditions.
(b) Oil spills and
•Within 24 Hours, an oral or electronic notification: The notification shall
release of
include information about the date, time, nature, volume and location
hazardous
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, including
may endanger
exact dates and times, and if the noncompliance has not been
health or the
corrected, the anticipated time noncompliance is expected to continue. -
environment [40
and steps taken or planned to reduce, eliminate and prevent
CFR 122.41(I)(7)]
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.