20221330 Ver 1_USACE Permit_20221115

Baker, Caroline D
From: Standridge, Billy W CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, November 15, 2022 7:58 PM
To: Mark Nottingham
Cc: Tankard, Robert
Subject: [External] Green Mill Run - Bank Stabilization Project - SAW-2022-01345
Attachments: SAW-2022-01345_Green Mill Run Stabilzation_NWP-13_16Nov2022.pdf
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Hi Mark,
Please see the attached NWP-13 verification for the subject project. I appreciate your patience on this one.
Thanks,
Billy
Billy W. Standridge
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]

CU.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-01345 County: Pitt U.S.G.S. Quad: NC -Greenville SE
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Greenville
Mr. Mark Nottingham
Address: 2000 Cedar Lane
Greenville, NC 27858
Telephone Number: [phone]
E-mail: mnottinghamnn,greenvillenc.gov
Size (acres) 0.1 Nearest Town Greenville
Nearest Waterway Greens Mill Run River Basin Pamlico
USGS HUC 03020103 Coordinates Latitude: 35.6020
Longitude: -77.3558
Location description: The project area is located on the north bank of Green Mill Run adjacent to the Green Mill Run
Greenway and a student apartment complex located in Greenville, Pitt County, North Carolina.
Description of projects area and activity: This verification authorizes the bank stabilization/installation of gabion baskets to 75
feet of Green Mil Run on the above -described project area.
Applicable Law(s): N Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 13 for Bank Stabilization
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 6/17/2022, and the enclosed plans Site Plan — Green Mill Run Stabilization. Any
violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a
restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contactBillW. S andrid e at 910 251-4595or Billy.w.standridge(&,usace.army.mil.
Corps Regulatory Official:
Expiration Date of Verification: 3/14/2026
Date: 11/16/2022

Action ID Number: SAW-2022-01345 County: Pitt
Permittee: City of Greenville, Mr. Mark Nottingham
Project Name: Green Mill Run Streambank Stabilization / 1110 E l0th Street / Greenville NC / Pitt
County
Date Verification Issued: 11/16/2022
Project Manager: Billy W. Standridge
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Billy W. Standridge
Washington Regulatory Office
U.S Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

aro Mitg-t

Site Data
NC CRID - NAD 83
N 678060.48
E 2488752.26
N 678060.48
PROTECT ADJOINING
PROPERTY (TYP)
RECREATION SPACE, GREENWAY
AND DRAINAGE EASEMENT
(MB. 42, PG. 97)
N 79° 33' 41"
MAG. NAIL SET ` LOD LOD LOD _� LOB
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(M B. 42, PG. 97)
N 79' 33' 41"
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MAG. RAIL SET LOD LOD -_ - +18.16 /
(CONTROL) {OD-_- LDA- - - - - - - - I
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+ - ++/+++ ++ + + + �+ ++69-� + + +\+/+ ----+- +
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LOD
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+ + + �+'+ + + /+ } + +"+/+ + �i+ + - + + -< + +
+ + + + + + + + +/+ '+- + er + + tr $A� + +l+ +
+ + + + fir/ + + + 1$,.7Plr �- ++ + + b$ / �F+ + } ` +
+ + + + + + } +l + + +- + + � + + + _- i,r 4 + 4
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(CONTROL)
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+ 16.84
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17.00 - TOP OF BANK /
TOP OF GABION
18.91 - EDGE OF PAVEMENT ----
•
/
'
12
3' j's'i
3 3'
12' 3 3' /
6.72 - BOTTOM OF BANK
5.00 - BOTTOM OF GABION
Gabion Basket Count
BASKETS
LAYER1 20 EA - 9' x 3' x 3'
20 EA - 6' x 3' x 3'
LAYER2 15 EA - 9' x 3' x 3'
15 EA - 6' X 3' X 3'
LAYER3 10 EA - 9' x 3' x 3'
10 EA - 6' X 3' X 3'
LAYER4 5EA-9'x3'x3'
5EA-6'X3'X3'
TOTAL
FILL
MATERIAL
60 yd3
40 yd3
45 yd3
30 yd3
30 yd3
20 yd3
15 yd3
10 yd3
250 yd3
i
i
•
P
•
i
•
/ •-
TOTAL ACREAGE IN SITE:
CURRENT ZONING:
TAX PARCEL NUMBER:
REFERENCES:
ADDRESS:
0.05± AC
OR (MULTI-FAM / BUSINESS)
06409
M.B. 42, PG. 97
1116 E. TENTH STREET
17.45 - EDGE OF PAVEMENT
LAR k;
X '
R ,'' ,I-
�X -SAYE - ;- j 9 9.
R = 6,/�
;� LAYE
J' 9
i
- 6
9'
•
7.46
APPROXIMATE
NORMAL
WATER LEVEL
Engineer
Ark Consulting Group, PLLC
2755 Charles Blvd - Suite B
Greenville, NC 27858
[phone]
Contact: First Last, PE
[e-mail]
•
E. 10TH ST
SITED
GARDEN CT.
4
0
0
co
m
Vicinity Map
SCALE: 1" = 1000'
General Notes:
17.00 - TOP OF BANK /
TOP OF GABION
Owner / Developer
1. CONTACT NORTH CAROLINA ONE -CALL CENTER, INC. (NC ONE -CALL) AT 811 TO
HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR
TRENCHING.
2. PORTIONS OF THIS PROPERTY ARE LOCATED IN FLOOD ZONE AE (AREA
DETERMINED TO BE INSIDE THE 1% ANNUAL CHANCE FLOOD) AS SHOWN ON THE
FEMA FLOOD INSURANCE RATE MAP NUMBER 3720468700K, EFFECTIVE JULY 7,
2014. (BASE FLOOD ELEVATION = 21.5± NAVD 1988)
3. THIS PROJECT DISTURBS LESS THAN 1 ACRE. EROSION CONTROL PLAN APPROVAL
IS NOT REQUIRED.
6.72 - BOTTOM OF BANK
5.00 - BOTTOM OF GABION
7 6.44
APPROXIMATE
NORMAL
WATER LEVEL
Company Name / Person
XXXX Street Address
City, NC ZIP
(XXX) XXX-XXXX
Contact: First Last
[e-mail]
Sheet Index
Title
C1.0
C2.0
C3.0
C3.1
Site Plan
Erosion Control Notes
Details
Details
REF Survey - Gary S. Miller & Assoc. (1 sheet)
Survey Note:
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY
GARY S. MILLER AND ASSOCIATES, P.A., AS SHOWN ON DRAWING ENTITLED "PARTIAL
TOPO FOR CITY OF GREENVILLE GREEN MILL RUN GREENWAY", DATED FEBRUARY 8,
2022, ATTACHED TO THIS DRAWING SET FOR REFERENCE.
10'
0
5'
10'
co
co
0
tup
co
co
CO E
0
in • co
DESCRIPTION
w
1-
0
REVISIONS:
z
a
J
a
cn
.1
Z co
cni-
City of Greenville, Pitt County, North Carolina
LADE
2755-B Charles Blvd.
'CV°,
Project Manager:
BCF
Drawn By:
CED
Checked By:
STA
Project Number: 22001
Drawing Number: D-1326
C 1 . 0
KNOW WHAT'S BELOW
CALL BEFORE YOU DIG!
1-800-632-4949
SCALE 1 inch = 10 ft
Date: 4-4-2022

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 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
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(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
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, 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
will not dislodge the soil. Use one of the
Stabilize the ground sufficiently so that rain
techniques in the table below:
Temporary Stabilzation
Permanent Stabilzation
• 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 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 evenleyh 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.
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 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.
A
D\ v
0 0 0)
V i°/
A
r �oTR� oEu �E;�a `Ea`MN I
PLAN
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
SANDBAGS
v.I ORSTAP
SECTION A -A
1. ACTUAL LOCATION DETERMINED IN FIELD
MAINTAINED WHEN WASHOUT
DAND/ORSOLDREACHES
7516 OF THE STRUCTURES CAPACITY.
3.CONCIRETE WASHOUT STILICTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TOM,.
Mar _..NJ-7A \ /
MPx B
<°\ v=v/°>
<0> <o>
<0> <0>
<0/
ORn.PGSmP)
GS (TYP1
1.01,411.
PLASTIC LINING
SIDE SLOPE
SECTION B-B
ACTUAL LOCATION DETERMINED IN FIELD
.�N`�NOOEuw�Elie�xzEGmix.l T:CITI E.
AND/o11501nRE. ES'S%OFTRE
SHILICTURES CAPACIMO PROVIDE ADEQUATE
PLAN
ICONCFIETE WASHOVE STRUCTURE NEEDS TO
BE GLEAM' MARKED WITH SIGNAGE NOTING
ABOVE GRADE WASHOUT STRUCTURE
NOT 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.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01 / 19
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self
below.
personnel
which
greater
performed
were
-inspections are required during
When adverse weather or
to be in jeopardy, the inspection
it is safe to perform the inspection.
than 1.0 inch occurs outside
upon the commencement
delayed shall be noted in the
Inspect
I Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during
weekend or holiday periods, and no individual -day rainfall
information is 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
Measures
At least once
per 7 calendar
days and within
24 hours of a
rain event > 1.0
inch in 24 hours
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.
(3)
Stormwater
discharge
outfalls (SD0s)
At least once
per 7 calendar
days and within
24 hours of a
rain event > 1.0
inch in 24 hours
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 of corrective actions
taken.
(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
If visible sedimentation is found outside site limits, then
a record of the following shall be made:
1. Actions taken to clean up or stabilize the sediment
that has left
the site limits,
2. Description, evidence, and date of corrective actions
taken, and
3. An explanation as to the actions taken to control
future
releases.
(5) Streams
or wetlands
onsite or
offsite (where
accessible)
At least once
per 7 calendar
days and within
24 hours of a
rain event > 1.0
inch in 24 hours
If the stream or wetland has increased visible
sedimentation or a stream 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, and
2. Records of the required reports to the appropriate
Division
Regional Office per Part III, Section C, Item (2)(a)
of this permit
of this permit.
(6) Ground
stabilization
measures
NOTE: The rain
After each phase
of grading
inspection resets
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,
tloestteg1J hedoa calendar day inspection requirement.
redevelopment permanent around 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.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be documented in the manner
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been
installed and does not significantly
deviate from the locations, dimensions
and relative elevations shown on the
approved E&SC Plan.
Initial and date each E&SC Measure on a copy
of the approved E&SC Plan or complete, date
and sign an inspection report that lists each
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures 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 in accordance with the approved
E&SC Plan.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC Measures have
been performed.
Complete, date and sign an inspection report.
e Corrective actions have been taken
( )
to E&SC Measures.
Initial and date a copyof the approved E&SC
PP
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency 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 30 days. The permittee shall record
the required observations on the Inspection Record Formprovided bythe Division or
q p
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.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
SECTION
1.
2.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
C: REPORTING
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).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
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 Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible
sediment
deposition in a
stream or wetland
• 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 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
release of
hazardous
substances per
Item 1(b)-(c)
above
• 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.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• 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.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
• 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.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(1)(7)]
• 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 o the noncompliance. [40 CFR 122.41(1)(6).
.rli,,icinn cfnff mm, m,ni,, fK r irarn of fnr n min -if fAn ri.nnrf nn n
Grading Notes:
1. ALL AREAS WITHIN LIMITS OF DISTURBANCE SHALL BE CLEARED AND GRUBBED.
2. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS
WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE.
3. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE
REMOVED SHALL BE PROTECTED.
4. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED
UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL
AUTHORITIES.
5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE COS ACTOR
AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACC• ANCE
WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
6. CONTRACTOR TO GRADE ALL AREAS WITHIN THE LIMITS OF DISTURB
FROM BUILDING TO PROPERTY LINES AND TO EDGE OF PAVEMENT ON S
SIDES, INCLUDING ROW.
7. TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FIL
REDISTRIBUTED OVER GRADED AREAS. PROVIDE ERO
SEDIMENTATION CONTROLS AROUND STOCKPILES DU
8.
9.
10.
11.
TILL SOIL TO A DEPTH OF 4" MINIMUM.
REMOVE ALL ROCKS LARGER THAN 1" MEA
GRADE ALL AREAS TO MAINTAIN POSITIVE SLO
ALL GRADED AREAS TO RECEIVE S 1 OR SOD, TO
UNTIL A HEALTHY STAND OF GRAS OBTAINED.
12. INSTALL TEMPORARY TURF REINFOR
THAN 3:1. MATTING SHA CONT
13. REFER TO SHEET XX FOR DETA
14. DUMPSTER PAD
LESS THAN 4"
BE #4 REBA
IN UPPER 1/
15. RECEIVING DOO
REINFORCING SHA
D IN UPPER 1
EAS, STOCKPILED AND
CTION.
D IN LARGES CTION.
WAY FROM BUILDING.
IL, STRAW AND WATER
ENT MATTING ON ALL SLOPES STEEPER
LANDLOK C2 OR EQUAL.
ENT IN PARKING AND DRIVE AREAS.
D APRON SHALL : - HICK 4,000 PSI CONCRETE OVER NOT
OMPACTED AGGREGATE BASE COURSE. REINFORCING SHALL
2" 0 CENTER IN EACH DIRECTION. REBAR SHALL BE LOCATED
ND SUPPORTED ON CHAIRS.
E 11'x8' 4" THICK 3,500 PSI CONCRETE.
1.4xW1.4 WELDED WIRE FABRIC. WWF SHALL BE
SLAB.
UIPMENT PAD SHALL BE 6" THICK 3,500 PSI CONCRETE. REINFORCING
REBAR @ 12" ON CENTER IN EACH DIRECTION. REBAR SHALL BE
ER 1/3 OF SLAB AND SUPPORTED ON CHAIRS. SIZE OF PAD
S BE COORDINATED WITH M.E.P. PLANS AND BASED UPON ACTUAL
EQU NT SIZES WITH PROPER CLEARANCES.
17. ALL SID ALKS SHALL BE CONSTRUCTED OF 4" THICK 3,500 PSI CONCRETE
REINFORCED WITH 6x6 W1.4xW1.4 WELDED WIRE FABRIC. ALL SIDEWALKS
SHALL HAVE TOOLED CONTROL JOINTS NOT EXCEEDING 5' SPACING IN ANY
DIRECTION.
18. ALL BUILDING, SIDEWALK, AND PAVEMENT SUB -GRADES SHALL BE COMPACTED
TO 100% OF ASTM D698 TO A DEPTH OF 24" AND TO 95% OF ASTM D698
BELOW 24" DEPTHS. ALL OTHER NON-STRUCTURAL AREAS SHALL BE
COMPACTED TO 90% OF ASTM D698.
19. ALL BUILDING, SIDEWALK, AND PAVEMENT SUB -GRADE COMPACTIONS SHALL
BE INTERMEDIATELY TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER.
ALL SUB -GRADES SHALL BE THOROUGHLY PROOF -ROLLED TO IDENTIFY SMALL
LOCALIZED AREAS OF UNSUITABLE SOILS. ALL UNSUITABLE SOILS SHALL BE
UNDERCUT, REPLACED WITH STRUCTURAL FILL, AND COMPACTED AS
DESCRIBED ABOVE.
04/04/2022 - 1:23:30 PM
SEEDING AND MULCHING:
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone, shall be stated
below. During periods of overlapping dates, the kind of seed to be used shall be determined. All rates are in
pounds per acre.
March 1 - August 31
50# Tall Fescue
10#
25#
500#
4000#
Centipede
Bermudagrass (hulled)
Fertilizer
Limestone
All Roadway Areas
September 1 - February 28
50# Tall Fescue
10#
35#
500#
4000#
Centipede
Bermudagrass (hulled)
Fertilizer
Limestone
Water and Borrow Locations
March 1 - August 31 September 1 - February 28
75#
25#
500#
Tall Fescue
Bermudagrass (hulled)
Fertilizer
75#
35#
500#
Tall Fescue
Bermudagrass (hulled)
Fertilizer
4000# Limestone 4000# Limestone
Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon Engineer's request.
2nd Millennium
Avenger
Barlexas
Barlexas II
Barrera
Barrington
Biltmore
Bingo
Bravo
Cayenne
Chapel Hill
Chesapeake
Constitution
Chipper
Coronado
Coyote
Davinci
Dynasty
Dominion
Duster
Endeavor
Escalade
Falcon II, III, IV & V
Fidelity
Finesse II
Firebird
Approved Tall Fescue Cultivars
Focus Masterpiece
Grande II Matador
Greenkeeper Matador GT
Greystone
Inferno
Justice
Jaguar 3
Kalahari
Kentucky 31
Kitty Hawk
Kitty Hawk 2000
Lexington
Magellan
Millennium
Montauk
Mustang 3
Olympic Gold
Padre
Paraiso
Picasso
Piedmont
Pure Gold
Prospect
Quest
Rebel Exeda
Rebel Sentry
Regiment II
Rembrandt
Rendition
Scorpion
Shelby
Signia
Silverstar
Southern Choice II
Stetson
Tarheel
Titan Ltd.
Titanium
Tomohawk
Tacer
Trooper
Turbo
Ultimate
Watchdog
Wolfpack
PUBLIC WORKS DEPARTMENT
1500 Beatty Street
Greenville, North Carolina 27834
CITY OF GREENVILLE, N.C.
USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
www.greenvillenc.gov
No.
Date
Description
9/16/11
APPROVAL
EROSION CONTROL GUIDE
S ale: I Sheet #: I Detail #
not to scale 2 or 3 310.01
04/04/2022 - 1:23:30 PM
On cut and fill slopes 2:1 or steeper Centipede shall be applied at a rate of 5 pounds per acre and add 20# of
Sericea Lespedeza from January 1 - December 21.
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 1-2-2 ratio is
maintained and the rate of application adjusted to provide the same amount of plant food as a 10-20-20 analysis
and as directed.
All areas seeded and mulched shall be tacked with asphalt. Crimping of straw in lieu of asphalt tack shall not be
allowed on projects.
CRIMPING STRAW MULCH:
Crimping shall be required on projects adjacent to any section of roadway where traffic is to be maintained or
allowed duringconstruction. In areas within six feet of the edge of pavement, straw is to be applied and then
9 PP
crimped. After the crimping operation is complete, an additional application of straw shall be applied and
immediately tacked with a sufficient amount of undiluted emulsified asphalt.
Straw mulch shall be sufficient length and quality to withstand the crimping operation.
Crimping equipment including power source shall be subject to the approval of the Engineer providing that
maximum spacing of crimper blades shall not exceed 8".
PUBLIC WORKS DEPARTMENT
1500 Beatty Street
Greenville, North Carolina 27834
CITY OF GREENVILLE, N.C.
USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
www.greenvillenc.gov
No.
Dale
Description
9/16/11
APPROVAL
S ale: S eet #: I Detail #
not to scale 3 of 3 310.01
2755-B Charles Blvd.
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Project Manager:
BCF
Drawn By:
CED
Checked By:
STA
Project Number: 22001
Drawing Number: D-1326
C2.0
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REP
bRTING
cuse-uy-cuse pasts.
EFFECTIVE: 04/01/19
EROSION CONTROL GUIDE
Date: 4-4-2022