20210459 Ver 1_Pre-Filing Meeting Request_20210226

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20210459
Version *
1
Fayetteville Regional Office - [phone]
Chad Turlington
Pre -Filing Meeting Request submitted 2/26/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Wyatt L Brown
[e-mail]
Weeks Sand NcNeil Tract
J S WEEKS SAND COMPANY INC (Joseph Weeks)
Harnett
Street Address
PO BOX 540
Address Line 2
City State / Rovince / Region
CAMERON NC
Fbstal / Zip Code Country
28326 United States
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
(' Yes r No
Please list all existing project ID's associated with this projects.*
SAW-2017-00956
Do you know the name of the staff member you would like to request a meeting with?
No
Please give a brief project description below.*

The project is an —294 acre tract of mostly cleared land located near
Cameron. The tract will be used as a sand and gravel mine by Weeks
Sand Company. The tract will touch the existing Weeks Mine.
There will be 3 stream crossings on the project. The engineer has
chosen to use bottomless culverts to avoid stream impact. There will
be wetland impacts associated with all 3 of the stream crossings. The
proposed wetland impacts will exceed the 0.10 threshold, so
mitigation is expected and I'll plan to obtain an SOA letter to submit
with the PCN.
I delineated the wetlands on this tract and I have attached the
Preliminary JD for the jurisdictional determination on this tract.
thanks
Wyatt Brown
919-524-5956
Please give a couple of dates you are available for a meeting.
3/17/2021
Please attach the documentation you would like to have the meeting about.
Weeks Sand Preliminary Set 2-26-21.pdf
eSAW-2017-00956 Weeks Mind PJD.pdf
pdf only
6.9MB
2.24MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
91/ f417`ri t 4'w
Submittal Date 2/26/2021

J.S. WEEKS SAND COMPANY
SAND PIT 3
RECTOR'S CREEK TOWNSHIP
HARNETT COUNTY, NORTH CAROLINA
MINE PLAN
BY
CAROLINA GEOLOGICAL SERVICES, INC
1. NC HIGHWAY 24-27
2. S.R. 1 1 D 1
SITE VICINITY MAP
NTS
SEDIMENTATION AND EROSION CONTROL PLAN
BY
RWK, PA
CONSTRUCTION SEQUENCE:
1. SURVEYOR 15 TO STAKE LIMITS OF CLEARING AND EROSION CONTROL FEATURES FOR THE PROJECT
INCLUDING STOCKPILE AND WASTE AREAS.
2. THE SITE SHALL BE ACCESSED BY USING THE EXISTING SAND MINE AREA. THE EXISTING SAND MINE
15 PERMITTED UNDER DOC ID 9728 (MARCH 12, 2009) AND UNDER A REVISION DOC IDS 9729 AND
9731 (FEBRUARY 8 AND 11, 2010).
3. INSTALL ALL REQUIRED SILT FENCING AND SILT FENCE OUTLETS WHERE SHOWN ON THE PLANS.
4. CLEAR AND GRUB AS NEEDED. REMOVE ALL STUMPS AND INERT LANDSCAPING DEBRIS TO A
PERMITTED LCID FACILITY.
5. INSTALL BASINS TO THE DIMENSIONS AS SHOWN. THESE BASINS MAY BE LARGER DUE TO SITE
CONDITIONS, BUT IN NO CASE SHALL ANY BASIN BE SMALLER AS INDICATED ON THE PLANS. ALL
BASINS SHALL BE EQUIPPED WITH A RISER AND BARREL OUTLET SET TO INVERTS AS SHOWN. ALL
BASINS SHALL HAVE AN EMERGENCY SPILLWAY WITH 3:1 SIDE SLOPES AND THE WEIR SET TO THE
ELEVATION SHOWN. EACH OUTLET SHALL HAVE A ROCK APRON COMPOSED OF CLASS B RIP RAP
ROCK TO THE DIMENSION SHOWN.
6. EACH ROCK APRON SHALL HAVE A SILT FENCE OUTLET ON THE ON THE DOWNSLOPE SIDE OF THE
APRON.
7. ALL SIDE SLOPES OF ALL BASINS SHALL BE STABILIZED AND EMERGENCY SPILLWAYS SHALL BE
STABILIZED WITH CURLED WOOD MATTING.
8. INSTALL ALL DIVERSION DITCHES AND STABILIZE ALL DIVERSION DITCHES WITH THE MATTING REQUIRED
AS SHOWN ON THE PLANS.
9. EACH SEDIMENTATION AND EROSION CONTROL DEVICE SHALL BE INSPECTED EVERY WEEK AND AFTER
EVERY RAINFALL EVENT 1/2" OR GREATER. SEDIMENT THAT HAS ACCUMULATED SHALL BE REMOVED
ACCORDING TO THE MAINTNANCE REQUIREMENTS OF EACH DEVICE. IN AREAS WHERE SEEDING IS
REQUIRED, PATCHES OF BARE SOIL SHALL BE STABILIZED.
SHEETS:
CS
C-1
C-2
C-3
D-1
D-2
D-3
D-4
D-5
D-6
ENGINEER:
RWK, PA
101 W. MAIN STREET, SUITE 202
GARNER, NC 27529
PHONE: [phone]
SURVEYOR:
RWK, PA
101 W. MAIN STREET, SUITE 202
GARNER, NC 27529
PHONE: [phone]
COVER SHEET
MINING PLAN SHEET
SEDIMENTATION AND EROSION CONTROL PLAN
SEDIMENTATION AND EROSION CONTROL PLAN
SEDIMENTATION AND EROSION CONTROL DETAILS
SEDIMENTATION AND EROSION CONTROL DETAILS
SEDIMENTATION AND EROSION CONTROL DETAILS
SEDIMENTATION AND EROSION CONTROL DETAILS
SEDIMENTATION AND EROSION CONTROL DETAILS
SEDIMENTATION AND EROSION CONTROL DETAILS
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NOTES:
1. ALL PERIMETER BERMS SHALL HAVE 2:1 SIDE SLOPES AND A TOP WIDTH OF 10 FEET
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NOTES:
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 Contral 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
many calendar
Site Area Description
days after ceasing
Timeframe variations
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
(HQW) Zones
7
None
(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
Nate: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
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 mukhes and tackifiers
• Geotextfle fabrics such as permanent soil
reinforcement matting
• Hydraseeding
• Shrubs or other permanent plantings covered
with mukh
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt ar
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 pending 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 Peaks 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 ar 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.
S. 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 [east 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
an 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 an 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.
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CNSITE CONCRETE WASHOUT
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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. 5tormwater 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. Stare 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 stare 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 irnmediate[y.
4. ❑o 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 an the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART 11I
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions wou[d 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 -inspections are required during
below. When adverse weather or
personnel to be in jeopardy, the inspection
which it is safe to perform the inspection.
greater than 1.0 inch occurs outside
performed upon the commencement
were delayed shall be noted in the
Inspect
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 idea! 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 she 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) 5tormwater
discharge
outFa is(5005)and
At least once per
7 calendar days
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 ill, Section C, Item (2)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
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 an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
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 kept on site and available for
hours.
1.
2.
3.
E&5C 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
inspection at all times during normal business
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 MSC measures or if
the FRSr. measures are mndifipd 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 copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
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:
fa) 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.
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)
PART Il, 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 dose 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 ill, 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,
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,
Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
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.
(d)
(e)
(f)
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.
2.
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.
Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After 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 fora 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 of the noncompliance. (40 CFR 122.41(1)(6).
• Division staff may waive the requirement fora written report on a
case -by -case basis.
August 4, 2011
Major Elements of DWQ Construction General Permit
Water document contains the major elements of the recently -revised North Carolina Division of 1�1 ater Quality (DWQ) Construction
General Permit (NCG41) with emphasis placed on those elements that differ from the previous permit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure full
implementation- See: http://portal.iicdenr.org/web/wq/ws/su/construction
1) Ground Stabilization*
Site Area
Description
Stabilization
Time Frame
Stabilization Time
Frame Exceptions
• Perimeter dikes,
swales, ditches
and slopes
7 days
None
• High Quality
Water (HQW)
Zones
7 days
None
• Slopes steeper
than 3:1
7 s
y
If slopes are 10' or
less in length and are
not steeper than 2:1,
14 days are allowed.
-
• Slopes 3:1 or
flatter
14 days
7-days for slopes
greater than 50 feet
in length
• All other areas
with slopes flatter
than 4:1
14 days
None
(except for
perimeters and
HQW Zones)
* "Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
impracticable." (Section 1I.B(2)(b))
Z_
The major change in the Permit from the previous one is the shorter
times to apply ground stabilization such as mulch, wheat straw, or
grasses. The NC laws and rules relating to the Sediment Act require,
in most places, ground stabilization within 21 days_ Based on the new
EPA requirements and 9-months' work with a peiiult advisory group,
CTAG, the Division and EPA -developed permit, now contains
requirements for ground cover within 14, and in some places, 7 days.
2)
Building Wastes Handling
•
No paint or liquid wastes in scream or storm drains
•
Dedicated areas for demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
•
Earthen -material stockpiles must be located 50' from storm
drains and streams unless no reasonable alternatives
available.
•
Concrete materials must be controlled to avoid contact with
surface waters, wetlands, or buffers.
3)
Discharges to Federally -listed Waters
•
Requirements are the same as in previous permit.
*
The permit allows reduction from the 20 acre minimum if
the Director of DWQ determines that other 13MPs provide
equivalent protection.
1
Constructio
n Elements of DWQ General Permit- Continued
4)
Inspections
•
Same weekly inspection requirements
•
Same rain gauge & inspections after 0.5" rain event
•
Inspections are only required during "normal business
hours"
•
Inspection reports must be available on -site during
business hours unless a site -specific exemption is
approved.
•
Records must be kept for 3 years and available upon
request.
•
Electronically -available records may be substituted
under certain conditions.
5)
Implementation of New Permit Conditions
•
Projects permitted under the previous permit can
continue to follow the previously -permitted conditions.
•
Complete applications received prior to August 3, 2011
can follow conditions of approved application.
•
Applications received after August 2, 2011 must comply
with new permit conditions.
August 4, 2011
6)
Conditions in Erosion & Sedimentation Control Plans'
Designation on the plans where the 7 and 14-day ground
stabilization requirements of the NPDES permit apply
Designation on the plans where basins that comply with the
surface -withdrawal requirements of the NPDES permit are
located.
7)
Building Wastes Handling
•
No paint or liquid wastes in stream or storm drains
•
Dedicated areas for demolition, construction and other
wastes located 50' from storm drains and streams unless
no reasonable alternatives arc available.
•
Earthen -material stockpiles located 50' from storm
drains unless no reasonable alternatives available.
•
Concrete materials must be controlled to avoid contact
with surface waters, wetlands, or buffers.
8)
Sediment Basins
•
Outlet structures must withdraw from basin surface
unless drainage area is less than 1 acre.
•
Use only DWQ-approved flocculants.
* In order for the E &SC Plan to satisfy the conditions of the Construction General permit, it must identify areas where the ground stabilization requirements apply and the
location of the basins where the surface -withdrawal requirements apply.
Document prepared by the Division of Water Quality
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SCALE:
DATE: 02-26-2021
SHEET NO.:
DI
NCGO 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
8
7
6
5
4
3
2

EARTH BERM
DITCH BLOCK
ANCHOR STAKE
TEMP. SHOULDER
BERM DITCH
TEMP. EARTH
1 2"
MIN.
12"
MIN.
NATURAL GROUND LINE ELB
EARTH BERM DITCH BLOCK
TEMP. SHOULDER BERM D TCH
STAGE BUILDUP OF FILL w
NOTES:
L5' MIN --ill
NOTE:
ANCHOR STAKES 30" LONG
AND SET MINIMUM 12" DEEP.
SHOULDER BERM
ANCHOR STAKE
EXTEND DRAIN AS REQUIRED TO
COINCIDE WITH HEIGHT OF
FINISHED EMBANKMENT
TEMP. EARTH SHOULDER BERM
10' MAX.
OW
TEMPORARY SLOPE DRAIN
ANCHOR STAKE
r ELBOW
TOE OF FILL -
CLASS "B" STONE OR SILT 1
BASIN TYPE B. SEE NOTES.
1. OPEN END PIPE WITH SUMP AND MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE
INLET TREATMENT FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS.
2. AT INLETS A STANDARD T-SECTION MAY BE INSTALLED FOR MULTI -DIRECTION FLOW AND ELBOWS
FOR SINGLE -DIRECTION FLOW AS DIRECTED.
3. EXTEND SLOPE DRAINS TO BOTTOM OF SLOPE, SEDIMENT BASINS AND EROSION CONTROL MEASURES.
4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS. SILT BASINS AND OTHERS
EROSION CONTROL DEVICES MAY ALSO BE UTILIZED TO PREVENT SCOUP AT OUTLET LOCATIONS.
5. USE MAXIMUM SLOPE DRAIN SPACING OF 200ft MEASURED ALONG TOP OF SLOPE.
SEEDING MIXTURE
SPECIES
GERMAN MILLET
SEEDING NOTES
(LB/ACRE)
40
IN THE PIEDMONT AND MO UNTAINS, A SMALL --STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
APRIL 15 TO AUGUST 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATION OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL UMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW. ANCHOR 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 ADEQUATE. RESEED, REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING MIXTURE
SPECIES
RYE(GRAIN)
SEEDING DATES
AUGUST 15 TO DECEMBER 15
(LB/ACRE)
120
SOIL AMENDMENTS
FOLLOW RECOMMENDATION OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL UMESTONE AND 1,000 LB/ACRE 10-10-10 FERTIUZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW. ANCHOR 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
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPORESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 L.B/ACRE KOBE
LESPEDEZA !N LATE FEBRUARY OR EARLY MARCH.
SEEDING MIXTURE
SPECIES
RYE (GRAIN)
KOBE LESPEDEZA
RATE(Ib/acre)
120
50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER 15 NOT TO EXTEND
BEYOND JUNE.
SEEDING DATES
DECEMBER 1 TO APRIL 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND
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
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SLOPE DRAIN FOR BERMS
TEMPORARY SEEDING SCHEDULE
MAINTENANCE
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT
EXCEEDING 0.5" OR GREATER. INSPECTED PRACTICES INCLUDE BUT ARE NOT UNITED TO:
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AND PROXIMITY:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER A RAINFALL, IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED. OR TRACKED ONTO ROADWAYS.
2. CHECK DAMS:
CHECK DAMS AND CHANNELS SHALL BE INSPECTED WEEKLY AND AFTER 0.5" (OR GREATER) RAINFALL EVENTS AND
ANY NECESSARY REPAIRS SHALL BE MADE. SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS SHALL BE REMOVED FROM
THE CHANNEL.
ADD STONES TO THE DAM AS NEEDED.
3. SILT FENCE AND FABRIC:
INSPECT SEDIMENT FENCES EACH WEEK AND AFTER EACH RAINFALL. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
FENCE FABRIC THAT HAS COLLAPSED, TORN DECOMPOSED OR BECOME INEFFECTIVE SHALL BE REPLACED
IMMEDIATELY.
SEDIMENT DEPOSITS SHALL BE REMOVED. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED.
4. SILT FENCE TRAPS:
INSPECT THE BARRIER AFTER EACH RAIN, REMOVE SEDIMENT WHEN HALF FULL TO PROVIDE
ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
UPON STABIUZATION OF DRAINAGE AREA. REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, EITHER SALVAGE OR
DISPOSE OF PROPERLY. BRING DISTURBED AREA TO PROPER GRADE. THEN SMOOTH AND COMPACT IT. STABILIZE
ALL BARE AREAS AROUND THE TRAPS AND INLETS.
5. BASIN, PIT AND TRAP INLET AREAS:
CHECK INLET AREAS FOR EXCESSIVE EROSION OR BLOWBY USE MATTING,
TARP OR STONE TO STABIUZE PROBLEM AREA AND RETURN TO ORIGINAL DIMENSIONS.
6. SEDIMENT PITS AND TRAPS:
SEDIMENT SHALL BE REMOVED FROM THE STRUCTURE AND THE STRUCTURE SHALL BE RESTORED TO ITS ORIGINAL
DIMENSIONS WHEN 1.0' OF SEDIMENT HAS ACCUMULATED IN THE STRUCTURE.
THE SEDIMENT SHALL BE REMOVED WITH TRACK HOE FROM TOP OF EMBANKMENT.
DO NOT PLACE EQUIPMENT AT BOTTOM OF SLOPE AND DO NOT ENCROACH UPON WETLAND OR BUFFER AREAS.
DISPOSE OF THE MATERIAL OFF -SITE AND REPLACE ANY CONTAMINATED GRAVEL THAT WAS REMOVED. THE
STRUCTURE AND ANY BAFFLES SHALL BE INSPECTED FOR DAMAGE AND REPAIRED ACCORDINGLY.
7. SEDIMENT BASINS:
SEDIMENT BASINS SHALL HAVE A CLEAN -OUT MARK APPROXIMATELY 2.5' BELOW THE BOTTOM OF THE RISER WEIR.
SEDIMENT SHALL BE REMOVED FROM THE BASIN AS DIRECTED ABOVE.
SEDIMENT BASINS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT 0.5" OR GREATER. REPAIRS
SHALL BE MADE IMMEDIATELY.
INSPECT THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE. THE EMBANKMENT SHALL BE
INSPECTED FOR PIPING AND SETTLEMENT. ALL NECESSARY REPAIRS SHALL. BE MADE IMMEDIATELY. ALL TRASH
AND OTHER DEBRIS SHALL BE REMOVED FROM THE RISER AND POOL AREA.
8. SKIMMER BASINS:
BAFFLES SHALL BE INSPECTED ONCE A WEEK AND AFTER EACH RAINFALL. REQUIRED REPAIRS SHALL BE MADE
IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. ANY BAFFLES WITH COLLAPSED, TORN, DECOMPOSED OR ARE
NO LONGER EFFECTIVE SHALL BE REPLACED IMMEDIATELY.
SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE BASIN IS 40X FULL. BAFFLES SHALL NOT BE DAMAGED,
AND ANY BAFFLES DAMAGED IN THE SEDIMENT REMOVAL PROCESS SHALL BE REPLACED IMMEDIATELY. IN NO
CASE SHALT, THE SEDIMENT DEPTH EXCEED 40X OF THE DESIGN STORAGE DEPTH.
9. TEMPORARY DIVERSION DITCHES:
TEMPORARY DIVERSION DITCHES SHALL HE INSPECTED ONCE A WEEK AND AFTER EVERY RAINFALL. SEDIMENT IN
THE FLOW AREA SHALL BE REMOVED IMMEDIATELY AND ANY NECESSARY REPAIRS TO THE DIVERSION RIDGE SHALL
BE MADE.
OUTLETS SHALL BE INSPECTED AND REPAIRS MADE IMMEDIATELY.
10. SEEDING, FERTILIZING, AND MULCHING: SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND NECESSARY
REPAIRS AND RE -SEEDING SHALL BE MADE WITHIN THE SAME SEASON.
11. OUTLET STABIUZATION APRONS (RIP -RAP ROCK APRONS):
INSPECT RIP -RAP OUTLET STRUCTURES WEEKLY AND AFTER 0.5" RAINFALL (OR GREATER) EVENTS. REPAIR ANY
EROSION AND REPLACE ANY DISLOGED STONES.
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IN CHANNELS, ROLL OUT STRIPS OF NETTING
PARALLEL TO THE DIRECTION OF FLOW AND
AND OVER THE PROTECTIVE MULCH
ANCHOR NETTING IN
6" TRENCH
0.40' [D.12M]
JOIN STRIPS BY ANCHORING
AND OVERLAPPING
3.6 STAPLES PER SQ. YD.
0.20' [D.06M]
0.13' [0.04M]
0.27' [0.08M]
0.13' [0.04M]
STAPLE INSTALLATION FOR
CURLED WOOD MATTING
UNLESS OTHERWISE NOTED, ALL DITCHES SHALL BE LINED WITH CURLED WOOD MATTING,
SINGLE SIDED. ALL DOUBLE -SIDED BLANKETS SHALL BE STAPLED IN THE SAME METHOD
AS CURLED WOOD MATTING.
STEEP CUT OR
FILL SLOPE
UP SLOPE TOE
2:1 SLOPE (MAX)
CROSS SECTION
POSITIVE GRADE 1.0% MAX.
W/// //// //////////7/7//////
SIDE SLOPES
2:1 (MAX.)
PLAN VIEW
CONSTRUCTION SPECIFICATIONS:
STEEP CUT OR FILL SLOPE
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJECTIONALE MATERIAL.
2. ENSURE THAT THE MINtMUM CONSTRUCTED CROSS-SECTION MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS
THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE RE -GRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN
30 WORKING DAYS.
NOTE: THE DIVERSION SWALE TO BASIN 1 SHALL HAVE A MINIMUM BASE WIDTH OF 20 FEET. OTHER
DIVERSION SWALES SHALL HAVE A MINIMUM BASE WIDTH OF 10 FEET. ALL DITCHES SHALL BE
STABILIZED WITH CURLED WOOD MATTING.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT
FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY
REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND
CHANNEL TO BLEND THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
UNLESS OTHERWISE NOTED, ALL DITCHES SHALL BE LINED WITH CURLED WOOD MATTING.
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PERMANENT SEEDING SCHEDULE FOR REMAINING SITE
PERMANENT SEEDING SCHEDULE
SHOULDERS, SIDE DITCHES SLOPES (MAX. 3:1)
DATE:
AUG. 15-NOV. 1
NOV. 1-MAR.1
MAR.1-APR.15
APR.15-JUN.30
JUL.1-AUG.15
SLOPES (3:1 TO 2:1)
MAR.1-JUNE 1
(MAR.1--APR.15)
(MAR.1--JUN.30)
(MAR.1-JUN.30)
SUN.1-SEP.1
SEP.1-MAR.1
(NOV.1-MAR.1)
TYPE: PLANTING RATE:
TALL FESCUE
TALL FESCUE
& ABRUZZI RYE
TALL FESCUE
HULLED COMMON BERMUDA
TALL FESCUE AND
***BROWNTOP MILLET
***OR SORGHUM-SUDAN HYBRIDS
SERICEA LESPEDEZA (SCARIFIED)
ADD TALL FESCUE
OR ADD WEEPING LOVEGRASS
OR ADD HULLED COMMON BERMUDA GRASS
***TALL FESCUE AND
***BROWN TOP MILLET'
***CR SORGHUM-SUDAN HYBRIDS
SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)
AND TALL FESCUE
ADO ABRUZZI RYE
300 LBS./ACRE
300 LBS./ACRE
25 LBS./ACRE
300 LBS./ACRE
25 LBS./ACRE
120 LBS./ACRE
35 LBS./ACRE
30 LBS./ACRE
50 LBS./ACRE
120 LBS./ACRE
10 LBS./ACRE
25 LBS./ACRE
120 LBS./ACRE
35 LBS./ACRE
30 LBS./ACRE
70 LBS./ACRE
120 LBS./ACRE
25 LBS./ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY - RESEED ACCORDING TO OP11MUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
SEEDBED PREPARATION
1. RIP THE ENTIRE AREA TO FOUR INCHES DEPTH
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
3. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
4, APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ ACRE GROUND AGRICULTURAL
UMESTONE AND 1,000 LB/ACRE 10-10-10 FERTIUZER.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR INCHES
DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. APPLY 4,000 LE/ACRE GRAIN STRAW OR EQUIVALENT
COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY APPLYING D.02 TO 0.05 GAL/SQUARE YARD OF ASPHALT
BINDING MATERIAL TO ASSURE THAT THE TEMPORARY MULCH IS PROPERLY HELD IN PLACE. ALTERNATE ANCHORING
METHODS ARE NETTING, ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL UME, f-ENTIUZER AND
SEEDING RATES.
9. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH 15 FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR,
BUT MOWING IS NOT NECESSARY. RESEED, I-ERTIUZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
QUARRY SIDE
SEE DETAIL THIS S SHEET
1
2
10ft. MIN_
TOP WIDTH
OUTSIDE
SLOPE TO INTERIOR
SECTION THRU BERM LESS THAN 30ft. IN HEIGHT
QUARRY SIDE
5ft. MIN.
BENCH WIDTH
2
1
OUTSIDE
10ft. MIN.
TOP WIDTH
2
SECTION THRi! BERM MORE THAN 30ft. IN HEIGHT
DETAIL
A small berm shall be constructed along top
of berm to prevent runoff along slopes.
30ft. MAX,
HEIGHT
I
20ft. MAX.
BENCH HEIGHT
20ft. MAX.
BENCH HEIGHT
140 PES SHALL BE TRACKED WITH A DOZER DURING CONSTRUCTION TO AID IN THE
ESTABLISHMENT OF VEGETATIVE COVER.
2. ALL EXPOSED AREAS SHALL BE STABILIZED BY ESTABLISHING PERENNIAL VEGTATIVE COVER WITH
3. SLOPE DRAINS SHALL BE INSTALLED ON BERMS OVER 30' HIGH.
SEED.
z
CI. 01
O H
t
Z Z
00 U)
00 GO
W W
W
7
H
z
0
1'-
1_
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ill
5
LC
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N
z
P:\Weeks Sond 2\WEEKS
SCALE:
DATE: 02-26-2021
SHEET NO.:
D2
CURLED WOOD MATTING
TEMPORARY DIVERSION DITCH
PERMANENT SEEDING SCHEDULE
OVERBURDEN STOCK PILE AREA AND VISUAL BARRIER BERM DETAILS
8
7
6
5
4
3
2
1

.4600
1- —
HIS DOCUMENT, TOGETHER WITN THE CONCEPTS AND
ESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF
ERWCES, IS INTENDED ONLY FOR THE 5PECTFIC
URPOSE AND CLIENT FOR WHICH IT WAS PREPARED.
EUSE OF AND IMPROPER RELLANCE ON TH6 DOCUMENT
ITHOUT WRMIEN AUTHORIZATION AND ADAPTATION BY
K. PA SHALL BE WITHOUT LIABILITY TO RINK. PA.
8' MAX.
~
,
14 M,!
IQ#
do
La, FT.
W, FT.
t, N.
RIP -RAP CLASS
VAR/ABLE AS DIRECTED BY THE ENGINEER I
3�
A
WA
i A
OS# 1
30"
18
21
18
B
i
-
OS#2
30"
18
21
18
B
►••••►••••'►•••••
."'...•..••ram•,,,+
r+r••••••,••••. •• •'
t •a.••►I;
• • • / t • i •
MIN. 12-1 /2 GA-WM
INTERMEDIATE
MIN. TD GA
LINE WIRES
t• ►••-►••
►•••••;•,
r ►:•w� ►•:•�*. �•�•+.Mw
• ',••2•••• 4 •
•►tt•t•►r
bi. 4a a•i *.•a•i *i' I
WIRES
.i �'
21
18
h
9
PLAN VIEW ''
♦• ►••►•.
►•••••••
.. ►..•►•.
a
3r
£ FABRIC
TO
SECOND
►+� ••+ ••+.
:.•.......r,�
•••�'••� ••• •
aa�
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-
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s_•:
►••,r••. t••+,
r.•::� �.:�•• �.
GRADE
OS#4
30"
18
21
18
B
La
14
12
A
12..-11=/1
Ihll
11
I`
I i
I�
Ilrt
i-n-f-11- 1 -:-nor-n-u-n-ir-rn-u-ir-n-.-rn�rn-krII
II-If-iI=II-1f-I[-II-11-f1-f[-Il-fl�hIl-II
,1
I
`I
€I
-1 FRONT VIEW
If-II-!!-I[=11-II
- ke-n-u-n-
I[ 11-it-fl-il
III
[�
it
it
�l=!
r-n-k
-
ll II -.II
�411
II
as 5
1 8"
1 2
t
d
ERING N SURVEYING
MAIN ST., SUITE 202
RNER, NC 27529
�E (91 9) 779-4854
. (91 9) 779-4056
t = APRON THICKNESS
0S#6
15"
12
14
12
A
W = APRON WIDTH
'
t.
; Art*,
�} L� = LENGTH OF RIP RAP APRON
OS#7
24"
14
16
12
A
f
do = PIPE DIAMETER
24"
14
16
12
A
STEEL POST
OS#8
A -A
OS#9
24"
18
20
18
B
NOTE;
WOVEN WIRE
SILT FENCE
FABRIC
GEOTTDTTILE FABRIC
FILTER FABRIC
OS# 10
18"
16
18
18
8
-USE SILT FENCE ONLY WHEN DRAINAGE
DOES NOT EXCEED 1/4 ACRE AND NEVER
AREAS OF CONCENTRATED FLOW
-END OF SILT FENCE NEEDS TO BE TURNED
AREA
IN o
UPHILL.
n
11•I1I
-�
IIit
11I
FILL
I r.
i ,- •
y:�.
' GRADE
I - i 4=
11=;` "?-OS#1330"
11- 6" MIN.
!!= OVER SKIRT
MEND
If AND ANCHOR
I,II DIRECTED
SLOPE
COVER
■
WIRE 6" MIN. INTO TRENCH
stet AS
Br ENGINEER ■
* FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH 6ASIN.
SHALL BE USED
OS#1 1
24H
14
16
18
B
NOTES:
OS#12
30"
22
25
24
B
1. ALL OUTLET STABILIZATION APRONS INSTALLED ON THE SITE SHALL HAVE THE OVERLAYING SOIL
REMOVED FROM EACH OUTLET STABILIZATION SITE BEFORE INSTALLING THE RIP -RAP APRON.
22
25
24
B
ANY FILL THAT MUST BE ADDED SHALL BE COMPACTED TO THE DENISTY OF THE
SURROUNDING UNDERLYING MATERIAL. INCREASING THE THICKNESS OF THE RIP -RAP APRON
SHALL ONLY BE DONE AT THE DIRECTION OF THE ENGINEERS.
2. THE APRON SHALL HAVE ZERO GRADE WITH NO OVERFILL AT THE END. THE TOP OF THE
DOWNSTREAM END SHALL BE LEVEL WITH THE RECEIVING AREAS.
3. THE APRON SHALL BE INSPECTED WEEKLY AND AFTER ALL RAIN EVENTS. DAMAGED OR
ERODED DOWNSTREAM SHALL BE REPAIRED AND ANY MISSING RIP -RAP SHALL BE REPLACED.
---k
SIDE VIEW
STANDARD TEMPORARY
SILT
FENCE
OUTLET STABILIZATION DETAIL
4' MIN.
- -
SILT FENCE
CLASS 1,11, OR III MATERIAL
DESIGNED: SMM
DENSELY COMPACTED
BACKFILL, TAMPED IN 6" LIFTS
FLOW
DRAWN: SMM
J
APPROVED: CRP
PROJECT
�\
\
.7FT
CULVERT
I I
;->
..
.
--`--
---•"_
o
=
s
ass
= i.i►
air
2::
a+sri
aim
r
/
�
.
-
..
= •
\
.ti
HAUL ROAD
-
CROSSING:.: ,
:r: OR C.
• •
F •
:ii•
TOP OF SILT FENCE
C
-�:
r
T LEAST 1
MUST BE AT LEA
-
ii
---
-
--
-
-
—•
- 8i8.
�,
ABOVE THE TOP OF
�:
_
HE WASHEDSTONE
::
mil/
^ I
`�
�f
..
:. _ -
• • `'. ':..��\
✓\
�i i�
STEEL FENCE POST
FRONT VIEW�'
WIRE FENCE
HARDWARE CLOTH
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
��
._ . .:
, .. ` _ ' ./\\
. .. ? '
,• _ '_ : ; '
S
\\
•FENCE
PLAN VIEW
J.S. WEEKS SAND COMPANY
WEEKS SAND PIT 3
SEDIMENTATION AND
EROSION CONTROL DETAILS
HECTOR'S CREEK TOWNSHIP, HARNETT COUNTY
NORTH CAROLINA
FILTER OF #57h-P-
WASHED STONE . '
'•V •'
;:..gq :•(;
FLOW V.- •
FLOW0 so 8-: �0,'8o
.,.::: S�°o ..•:off �: u
I
3 FILTER FABREC
ON GROUND
I
I --
STEEL
SET MA?,c 2' APART
MIN. 18' INTO
GROUND
CLOT! ( IN TRENCH
POST
SOLID
/
- \\.
:':
\
\
(NTS)
6„
MIN. "\''±
% � ' '• �1�1*r�'.-1��.7.-.r'
• J
_.``:!z!�ro���±ve:v- , eze�`!
PIPE SPRINGLINE
�\
�\
1��~ f'" -44'� �7CI0
.:a'Ali.47 1;40i`�
r 4---VN * f�f+ r
. =.. =... -� -.. -..
/ �� r ►
/\
\
/ � UNDISTURBED
SOIL
." ... ..
:12" CRUSHER RUN
12" �.
:_ .:
BURY WIRE FENCE
AND HARDWARE CLOTH
\
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
11
SECTION VIEW
/\
�
\\
�\
\\
.
_'�����;�'�~
. i=�=p'► �.:�:��
r'1'�'�'' '"�'�'`�
�i�i�l �iP _ 4=1�i i~i-
_f �. ,a, _AP �.....- . .
\ \
��
2' MIN.
NOTES:
5" MIN.
YZi!*mil
��r�r0';.�0'�'���VO:11 fir, \\
_.7.
=;J
•'�Ji+/ \CLASS
`/ •
I
�
. \
Ji+•Zf
. \\ . \
_ ,
\_
� MA ER#AL
fX\ X\ /`\ X\f/\\� �
6" MIN./12" MAX
WHEN NO TRENCH
BOX REQ'D TYF'.
COMPACTEfl F�#Lt
CULVERT
•
�
-
-`d � \
°,
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET 1S COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STANDARD SILT FENCE OUTLET
STANDARD BEDDING DETAILS FOR PIPE
,'_ EXISTING GRADE
FOUNDATION -�
f:.. ,
P;\Weeks Sond 2\WEEKS SAND52.dwg
PROFILE VIEW FOR PERMANENT CROSSINGS
(NTS)
CULVERT
0-25
(CFS})
LENGTH(LF)
SPAN
HEIGHT FT
AREA OF
ARCH (SF)
T
MATERIAL
DURATION
BC#1
186.6
20
22
6.6
114.0
CMP
PERMANENT
_
N
z
o
in
BC#2
94.7
20
22
6.6
121.0
CMP
PERMANENT
BC#3
193.7
20
15
5
58.9
CMP
PERMANENT
cc
NOTES;
SCALE:
DATE: 02-26-2021
1. ALL CULVERTS SHALL BE BOTTOMLESS, AND STREAMS SHALL NOT BE IMPACTED AT ANY
TIME DURING INSTALLATION,
2. BACKFILL SHALL 8E INSTALLED AS NEEDED IN MININING AREAS.
3. BACKFILL FOR BOTTOMLESS CULVERT 3 SHALL BE PERMANENT AND SHALL BE INSTALLED
AS PER DETAIL,
4. FOUNDATIONS SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS,
SHEET NO.:
D3
STREAM CROSSING DETAIL
8
7
6
5
4
3
2
1

EMERGENCY SPILLWAY CONSTRUCTED OVER
UNDISTURBED GROUND AND ARMORED
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND
DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF
SERVICES, IS INTENDED ONLY FOR THE SPECIFIC
PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.
REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY
RWK, PA SHALL BE WITHOUT LIABILITY TO RWK, Pk
-
iv
-
_
1 f
DISSIPATER PAO
RIP RAP
'
NOTES:
1. PROVIDE ALL CALCULATIONS FOR ORIFICE DESIGN.
r
-
I
3. ALL SEDIMENT BASINS SHALL HAVE 2.5:1 SIDE
SLOPES.
I
SCREEN ACCESSIBLE THROUGH DOOR
4. WEIRS FOR ALL SEDIMENT BASINS SHALL HAVE
OUTLET PIPE
VENT ��f*
111M9
NEERING - SURVEYING
W. MAIN ST., SUITE 202
GARNER, NC 27529
-PONE (9 1 9) 779-4854
FAX [phone]
___
Fav
3:1 SIDE SLOPES.
.l
•� •
-__________
PLAN
' EARTH DAM
VIEW
�l:: -\
Ara Iaa
101.1100
�:.klik
R CMP TRASH RACK & ANTI -VORTEX DEVICE
PAINTED RED CLEANOUT MARK RISE
LOCATED 40% UP RISER PIPE
- TOP OF DAM
r�
FLIxIBLE l01NT �• FLOAT
♦�
(RADIATOR HOSE) �,� J1
RISER BARRELNMI
#4 BAR LAYOUT 1S ACCEPTABLE.
OTHER TRASH RACKS MAY i E USED
WATER LEVEL DURING STORM M SKIMMER . T
OUTLET END: CONNECT1tiN
TO OUTLET PIKE OR RISER BARREL PIPE LONGER THAN SHOWN.
EMERGENCY SPILLWAY ELEVATION
1♦
-
SEDIMENT STORAGE
NOT
HOWEVER, ALL OPENINGS SHALL BE
TO SCALE APPROX. 64 SQUARE INCHES IN AREA.
; �I I I----
MINIMUM SLOPES 2-1/2 : 1
1�11+1� ;.]Ill>>�1
- _I
EARTH DAM
3" THICK CONCRETE BLOCK
►
I
1
ANTI -FLOTATION DEVICE
-1
II-
DISSIPATER PAD RIP RAP
ANTI -SEEP COLLAR 1 f 1-
CROSS SECTION
CMP OUTLET PIPE -1 I I -I I
TRACK
RACK DETAIL
SEDIMENT
BASIN W/ RISER AND BARREL
STANDARD SKIMMER DETAIL
DESIGNED: SMM
DRAWN: SMM
MowA
APPROVED: CRP
I=
1 t _
PROJECT
I
-
CONCRETE
WASHOUT
10.-D" MIN.
-
^s SANDBAGS
OR STAPLES
(TYP.)
CLEARLY
NOTING
MARKED SIGNAGE
DEVICE (18"x24"
MIN.)
SB#
A
TOP OF RISER
B
C
INV. IN
❑
INV. OUT
E
F
G
1*
350.0
348.0
346.6
346.0
352.5
351.0
60 LF
J.S. WEEKS SAND COMPANY
WEEKS SAND PIT 3
SEDIMENTATION AND
EROSION CONTROL DETAILS
HECTOR'S CREEK TOWNSHIP, HARNETT COUNTY
NORTH CAROLINA
T-
2*
340.0
338.0
334.7
334.0
341.5
--
341.0
52 LF
1 1
0 0
3
366.0
364.0
360.9
360.0
368.5
367.0
62 LF
10'--0"
-
Pi -A
MIN.
NOTES:
4
354.0
352.0
350.0
348.8
356.5
355.0
50 LF
5*
358.0
356.0
353.2
352.0
360.5
359.0
60 LF
.li10 MIL
PLASTIC
1. ACTUAL LOCATION AS SHOWN ON THE PLANS.
6
338.0
336.0
333.2
332.0
340.5
339.0
65 LF
LIMING 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE EMPTIED
7
338.0
336.0
331.2
330.0
340.5
339.0
55 LF
1';�.;.,�
''ti ��:! �:: ,•;� - ;� •; WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE
�' �' CAPACITY OF THE STRUCTURES.
,. 3'-0" MIN. � .
8
344.0
342.0
339.7
339.0
346.5
345.0
65 LF
.,.�.:•,�,F�
SECTION
.•,t.,,�,;�* 3. HARDENED CONCRETE SHALL BE REMOVED FROM THE WASHOUT
STRUCTURE AND DISPOSED OF PROPERLY. ANY WATER OR
CONCRETE SLURRY IN THE WASHOUT STRUCTURE SHALL BE
ALLOWED TO HARDEN OR EVAPORATE.
A -A
/.�
V:
9*
344.0
342.0
339.2
338.5
346.5
345.0
70 LF
4. CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY
MARKED WITH SIGNAGE NOTING DEVICE.CD
5. CONCRETE WASHOUT STRUCTURES SHALL BE INSPECTED FOR�h____
DAMAGE AND MAINTAINED FOR EFFECTIVENESS.
6. THE CONCRETE WASHOUT STRUCTURES AND SIGNS SHALL BE
REMOVED UPON PROJECT COMPLETION. THE EARTH MATERIAL
SHALL BE GRADED TO MATCH THE EXISTING CONTOURS. THE
AREA SHALL BE PERMANENTLY SEEDED AND MULCHED.
A~ �.
-'
•'--
1 I
1
I
1
1 111
fl aImIN''', AN•
CONCRETE WASHOUT
II
_
1
(�
;III--
I
--
P:'\Weeks Sand 2\WEEKS SAND52.dwg
11
_ 11I
o
SURFACE
=
DEPTH
VOLUME
WEIR
RISER
BARREL
ANCHOR
ANCHOR
SKIMMER
ORIFICE
I
III=
SB#
AREA ,
(FT.)
(CF)
WIDTH
SIZE
SIZE
DIMENSIONS
SIZE (IN.)
SIZE
CROSS SECTION
(IN.)
(IN.)
25%1-
25%L_
2J°/nL
2S%j.
=1 1 i1 ;
(SQFT.)
(FT.)
(IN.)
(C. f�/ .
r
A
w
1*
21,000
4
71,860
70
42
30
0.75
5'x5'x9"
6
3.25
.............,,
..., ....
' ,.............
NOTES:
2*
27,600
4
96,660
80
54
30
1.5
7'x7' x9"
6
3.75
:.:.::.:.:.:.�
'.••.'...
,- •
NLkt
r
ZONE
25'"'r
ha,:in surface :u
I+t Ccll
2:5%at' basin
.11....
-* 2n Ccll
25%ul basin
A fa ana
k
/
/
_
1�asin
OUT! .F.T
25°`'' I•
suri:cc�:u�s..:.:.'
.-
.. •
ZUS
I. BAFFLE MATERIAL SHALL. BE SECURED A'1 THE BO fTOM AND SIDES
USING STAPLES OR BY TRENCIIING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE TN THE 1ST RAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. 3 BAFFLES SHALL BE PROVIDED (USE TWO IF LESS THAN 20 FEET TN LENGTH).
5 SHALL BE PROVIDED FOR BAFFLES IN DRAINAGE AREAS GREATER THAN 10 ACRES.
T_
E 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET_
5. TOPS OF BAFFLES SHALL. BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. BAFFLES SHALL BE INSPECTED ONCE A WEEK AND AFTER EACH RAINFALL.
BAFFLES SHALL BE REPAIRED REPLACED NECESSARY.
3
5,000
4
14,260
20
18
18
0.5
4 x4 x9 "
6
1.5
4
3,200
4
8,260
20
15
15
0.5
4'x4'x9"
6
1.0
5*
14,450
4
47,860
50
30
15
0.5
4'x4'x9"
6
2.75
6
11,250
4
36,260
30
42
24
0.75
5'x5'x9"
6
2.25
••-.•.•,.;•
,: ;
•
OR A5
0
5
7
5,250
4
15,060
15
24
18
0.5
4'x4'x9"
6
1.5
8
6,050
4
17,860
20
24
24
0.5
4'x4'x9"
6
1.5
.'•.''' .•..•.•..........
- ��
1
9*CC
36,450
4
129,860
110
72
36
2.0
7.5'x7.5'x12"
6
4.5
SUPPORT ROPE SUPPORT POST.
OR SIDE
PLAN VIEW TO WIRE TO 2O INTO BOTTONSCALE:
* SB#1, 2, 5 AND 9 SHALL HAVE TWO IDENTICAL RISERS, BARRELS, ANCHORS, SKIMMERS AND ORIFICES.
PR EVENT
SAGGING
! \ STAKE TO SUPPORT WIRE \
DATE:02-26-2021
-I-
r
SHEET NO.:
D4
FENCE AND FABRIC
I
BURIED IN TRENCH
3•
I
�} STEEL POST AUK.
6"X6" TRENCH
BACKFILLED AND
COMPACTED
IL
1
COIR MESH
OR SIMILAR
, STAPLED
OR
-
SECTION VIEW
TRENCHED INTO BOTTOM AND &DE
CROSS ---SECTION OF A COIR PORUS BAFFLE IN A SEDIMENT BASIN.
AT OPENING
STANDARD BAFFLES DETAIL
SEDIMENT BASIN W/ RISER AND BARREL SCHEDULE

SEDIMENT BASIN 1
SCALE: 1 "=30'
SURFACE AREA: 21,000 S.F.
SURFACE ELEV.: 350.0'
SPILLWAY ELEV.: 351.0' S.F.
TOP OF DAM: 352.5'
SEDIMENT BASIN 3
SCALE: 1 "=30'
SURFACE AREA: 5,000 S.F.
SURFACE ELEV.: 366.0'
SPILLWAY ELEV.: 367.0'
TOP OF DAM: 368.5'
SEDIMENT BASIN 2
SCALE: 1 "=30'
SURFACE AREA: 27,600 S.F.
SURFACE ELEV.: 340.0'
SPILLWAY ELEV.: 341'
TOP OF DAM: 342.5'
SEDIMENT BASIN 4
SCALE: 1 "=30'
SURFACE AREA: 18,400 S.F.
SURFACE ELEV.: 296.0'
SPILLWAY ELEV.: 297.0'
TOP OF DAM: 298.5'
SEDIMENT BASIN 5
SCALE: 1 "=30'
SURFACE AREA: 18,400 S.F.
SUFACE ELEV.: 296.0'
SPILLWAY ELEV.: 297.0'
TOP OF DAM: 298.5'
LEGEND
SF - SF - SF
0
DIVERSION SWALE
SILT FENCE
MATTING
SILT FENCE OUTLET
OUTLET STABLIZATI0N (RIP RAP ROCK APRON)
FLOW DIRECTION
COI R BAFFLES
CMP RISER W/ TRASH RACK
CMP OUTLET PIPE WITH FLARED END SECTION
BUFFER
WETLANDS
v2
�
A I.I
MiOg
05b1
WEE!!
o !
Se 0h m
Asaa
PA
�jyv �
a
gERW
DESIGNED: SMM
DRAWN: SMM
APPROVED: CRP
PROJECT
SCALE:
a
v
w
ce
P;P:\Weeks Sand 2\WEEKS SAND52.dwg
DATE: 02-26-2021
SHEET NO.:
D5
8
7
6
5
4
3
2
1

SEDIMENT BASIN 6
SCALE: 1 "=30'
SURFACE AREA: 36,000 S.F.
SURFACE ELEV.: 288.0'
SPILLWAY ELEV.: 289.0' S.F.
TOP OF DAM: 290.5'
SEDIMENT BASIN 7
SCALE: 1 "=30'
SURFACE AREA: 12,800 S.F.
SURFACE ELEV.: 304.0'
SPILLWAY ELEV.: 305.0'
TOP OF DAM: 308.0'
SEDIMENT BASIN 8
SCALE: 1 " =30'
SURFACE AREA: 18,400 S.F.
SUFACE ELEV.: 296.0'
SPILLWAY ELEV.: 297.0'
TOP OF DAM: 298.5'
SEDIMENT BASIN 9
SCALE: 1 " =30'
SURFACE AREA: 18,400 S.F.
SUFACE ELEV.: 296.0'
SPILLWAY ELEV.: 297.0'
TOP OF DAM: 298.5'
LEGEND
SF SF - SF
0
DIVERSION SWALE
SILT FENCE
MATTING
SILT FENCE OUTLET
OUTLET STABLIZATION (RIP RAP ROCK APRON)
FLOW DIRECTION
COIR BAFFLES
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P:P:\Weeks Sand 2\WEEKS SANDS2.dwg
SCALE:
DATE: 02-26-2021
SHEET NO.:
D6
8
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2
1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2017-00956 County: Harnett U.S.G.S. Quad: NC- Murchisontown

NOTIFICATION OF JURISDICTIONAL DETERMINATION

Requestor: JS Weeks Sand Company, Inc
Joseph Weeks
Address: PO Box 540
Cameron, NC 28326

Size (acres) 294 Nearest Town Cameron
Nearest Waterway Gum Swamp River Basin Cape Fear
USGS HUC 03030004 Coordinates Latitude: 35.29957
Longitude: -79.13952
Location description: The project area is located on the northeast side of NC Highway 24 and west of Ponderosa Road in
Cameron, Harnett County, NC.

Indicate Which of the Following Apply:
A.PreliminaryDetermination
܈ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 2/20/2020. Therefore,
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
܆ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination

܆ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
܆ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
܆We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
܆The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
SAW-2017-00956
܆The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
܆ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
܆ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in in Wilmington, NC, at [phone] to determine their
requirements.

Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Emily Greer at 910.251.4567 or
[e-mail].

C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 08/11/2020.
D. Remarks: None.

E. Attention USDA Program Participants

This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.

F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)

This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:

US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**

Corps Regulatory Official: ______________________________________________________

Date of JD: 08/11/2020 Expiration Date of JD: Not applicable
GREER.EMILY.C.1385325300 Digitally signed by GREER.EMILY.C.1385325300
Date: 2020.08.11 20:56:08 -04'00'
SAW-2017-00956
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Copy furnished:

Agent: Brown’s Environmental Group
Wyatt Brown
E-mail: [e-mail]

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: JS Weeks Sand Company, Inc, Joseph Weeks File Number: SAW-2017-00956 Date: 08/11/2020
Attached is: See Section below
܆ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
܆ PROFFERED PERMIT (Standard Permit or Letter of permission) B
܆ PERMIT DENIAL C
܆ APPROVED JURISDICTIONAL DETERMINATION D
܈ PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
x OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
x APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
x ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
x APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: Emily Greer
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403

If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportunity to participate in all site investigations.

________________________________________
Signature of appellant or agent.
Date: Telephone number:

For appeals on Initial Proffered Permits send this form to:

District Engineer, Wilmington Regulatory Division, Attn: Emily Greer, 69 Darlington Avenue, Wilmington, North Carolina
28403

For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:

Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 08/11/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: JS Weeks Sand Company, Inc, Joseph
Weeks, PO Box 540, Cameron, NC 28326
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Weeks, Joseph/Sand Mine,
SAW-2017-00956
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project area is located on the
northeast side of NC Highway 24 and west of Ponderosa Road in Cameron, Harnett County, NC.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Harnett City: Cameron
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.29957 Longitude: -79.13952
Universal Transverse Mercator:
Name of nearest waterbody: Gum Swamp
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):

܈Office (Desk) Determination. Date: 8/11/2020
܆Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION

SiteNumberLatitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated
amountof
aquatic
resourcesin
reviewarea
(acreageand
linearfeet,if
applicable
Typeofaquatic
resources(i.e.,
wetlandvs.
nonͲwetland
waters)
Geographicauthorityto
whichtheaquatic
resource“maybe”
subject(i.e.,Section404
orSection10/404)
WetlandAB35.2694Ͳ79.14025.53acWetland404
WetlandB35.2965Ͳ79.13780.637ͲacWetland404
WetlandC35.2965Ͳ79.12700.34ͲacWetland404
WetlandD135.2951Ͳ79.12840.55ͲacWetland404
WetlandD1235.2944Ͳ79.12981.20acWetland404
WetlandE35.2985Ͳ79.14110.84ͲacWetland404
Stream135.2962Ͳ79.14141235.35lfNonͲwetland404
Stream235.2961Ͳ79.13971014.25lfNonͲwetland404
Stream335.2986Ͳ79.1413491lfNonͲwetland404

1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non-reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
܈Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Weeks Sand McNeil Tract Preliminary Wetland Map dated 12-17-19, Revised
2-2-2020
܈Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
܈Office concurs with data sheets/delineation report.
܆Office does not concur with data sheets/delineation report. Rationale:
܆Data sheets prepared by the Corps:
܆ Corps navigable waters' study:
܈U.S. Geological Survey Hydrologic Atlas:
܈USGS NHD data:
܆USGS 8 and 12 digit HUC maps:
܈U.S. Geological Survey map(s). Cite scale & quad name: 1:24k, Murchisontown, NC
܈Natural Resources Conservation Service Soil Survey. Citation: NRCS Web Soil Survey
܈National wetlands inventory map(s). Cite name: USFWS Online Wetland Mapper
܆State/local wetland inventory map(s):
܈FEMA/FIRM maps: FEMA.gov
܆100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
܈ Photographs: ܈ Aerial (Name & Date): SAW Regulatory GIS Viewer
or ܆ Other (Name & Date):
܆Previous determination(s). File no. and date of response letter:
܆ Other information (please specify):

IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.

Digitally signed by Wyatt Brown Date: 2020.01.04 15:51:11 -05'00'

Signature and date of Regulatory
staff member completing PJD
08/11/2020

Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable) 1

1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.
Wyatt Brown GREER.EMILY.C.138
5325300
Digitally signed by
GREER.EMILY.C.1385325300
Date: 2020.08.11 20:58:35 -04'00'
Stream 21014.25 FtStream 11235.35 FtWetlland A5.53 AcresWetland B0.637 AcresWetlandOff PropertyWetland C0.34 AcresWetland D10.55 AcresWetland D121.204 AcresWetland E0.84 AcresStream 3490.5 Ft.DP Wet ADP1 UPDP Wet EDP3 UPDP2 UPDP WET CWet Data DParcel A 3.5 Acres (2017)no wetlands on tractWetland Line A (2017) 2.4 AcresStream A (2017)1404 FtWeeks Sand McNeill Tract Preliminary Wetland MapDrawn by Wyatt Brown 12-17-19 - Revised 2-2-2020All Waters and Non-Wetland Waters are potertial jurisdictional and subject to 401, 404 permitting0 340 680 1,0201,360170Feet³