NCC221568_Site Plan or Location Map_20220421

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VICINITY MAP
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a
y
(NOT TO SCALE)
NOTES:
1. SCOPE OF WORK CONSISTS OF THINNING
TREES FOR FUTURE DEVELOPMENT.
2. NO PROPOSED GRADING.
3. RESIDENTIAL CONSTRUCTION WALL BE
PERMITTED UNDER SEPARATE COVER.
4. CONCRETE WASHOUT NOT REQUIRED FOR
PROJECT SCOPE.
5. SURVEY COMPLETED BY CE GROUP. INC.
C-1.0
INDEX TO PLANS
COVER SHEET
C-1.1
PARCEL MAPS
C-1.2
ESC PLAN LOT 1
C-1.3
ESC PLAN LOT 10
C-1.4
ESC PLAN LOT 51
C-1.5
ESC PLAN LOT 51
D-1.0
NCG01 STANDARDS
D—ZO
ESC DETAILS
PREPARED BY:
BENJAMIN J. DeWIT, PE
CAR %�►r
2't4 BEA4 �•
01314
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EROSION AND SEDIMENT CONTROL PLANS
LAUREL RIDGE SUBDIVISION
LOTS 1, 10 AND 51
LOT
1
38 BROOK
GREEN LN
AKPAR
86388
LOT
10
478 BROOK
GREEN LN
AKPAR
86169
LOT
51
351 BLUFFTONWOOD DR
AKPAR
86169
EROSION AND SEDIMENT CONTROL PLANS
CONSTRUCTION SEQUENCE
1. Submit a Land Disturbing Permit Application with erosion
control plan and supporting documents at least 30 days prior to
any land disturbing activity occurring. Obtain Certificate of Coverage
for NCG01 Permit.
2. Organize pro —construction meeting with Chatham County
Watershed Protection Department to review site plan prior to land
disturbing activities. Land —Disturbing Permit and Approved Plans will
be provided at this meeting.
& Install perimeter silt fence with reinforced silt fence outletsi
grovel construction entrance. and driveway pipe with outlet
protection. Clear only as needed to install than initial measures.
4. Once erosion control measures are installed, land clearing may
begin. Clear only within the limits of disturbance.
5. Complete self —inspections weekly and within 24 hours or a 1.0"
or grouter rainfall event. Reports shall be made available upon
request.
6. Maintain all erosion and sediment control measures in good
working order. Silt fence and other similar measures must be
domed out when they are half full. Replace stone at construction
entrance as needed to avoid sediment loss. Clogged silt fence
outlets must be refreshed/roplooed. Silt fence cannot have holes or
team.
7. Establish permanent ground cover sufficient to restrain erosion
Immediately following completion of clearing operations. Tress may
be mulched and spread evenly on site and/or permanent seed to
stabilize disturbed areas.
& Reinstall/refresh driveway pipe outlet dissipater pad per
specified dimensions to ensure post —construction effectiveness.
9. Once grading and construction activities are complete,
temporary measures are removed, and the site is permanently
stabilized, call Chatham County Watershed Protection Department to
schedule the final inspection.
10. Once the final inspection is complete the permit will be dosed
and no additional ground disturbing activities can occur. Obtain
Notice of Termination for NCG01 Permit.
11. Residential construction shall be permitted under separate
cover and is not included in this project scope.
LAUREL RIDGE DEVELOPMENT, INC.
IDATE: 3.21.20221
I SHEET: C-1.0 I

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PREPARED BY:
BENJAMIN J. DeWIT, PE
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LOT
1
38 BROOK
GREEN LN
AKPAR
86388
LOT
10
478 BROOK
GREEN LN
AKPAR
86169
LOT
51
351 BLUFFTONWOOD DR
AKPAR
86169
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EROSION AND SEDIMENT CONTROL PLANS
PARCEL MAPS
DATE: 3.21.202�
LAUREL RIDGE DEVELOPMENT, INC.
I SHEET: C-1.1 I

PREPARED BY:
BENJAMIN J. DeWIT, PE
1 / \ CLASS "B" RIP -RAP \ /
DISSIPATOR 20LF 18" RCP
WITH FILTER FABRIC \ DRIVEWAY PIPE 0/ /
BROOK GREEN LN _ LINER
/ I I III I _ 16'Lx3'Wx2'D_
60' ROW, \\ CHECK DAM '— '—
I /(ROCK OR
WATTLE) / I ::
12' x 50' GRAVEL /
I I I I 1 1 I I CONSTRUCTION / I //
ENTRANCE I PROPOSED DISTURBED/
I 1 II \ \ I \ ACRES: 1.80 ACRES
SILT FENCE OUTLET
DRAINAGE AREA 1:
0.48 ACRES
\ \ LIMITS OF DISTURBANCE I \ / / PROPERTY LINE
U /
W I /
w
50' STREAM BUFFER \ Q I /
DRAINAGE AREA 2: 0.98 ACRES z I /
490- \ I o
\ \ \
TEMPORARY SILT FENCE
\\ \\\ �rV
\` III
---
\
re'ot�6
EROSION AND SEDIMENT CONTROL PLANS
LOT 1
1
0 50 100
F
DATE: 3.21.2022
LAUREL RIDGE DEVELOPMENT, INC.
1"=40$
SHEET C-1.2

PREPARED BY:
BENJAMIN J. DeWIT, PE
FABRIC
/ —�--
/CHECK DAM
(ROCK OR
WATTLE)
20LF18"RCP
DRIVEWAY PIPE
PROPERTY LINE
12'x50'GRAVEL
\ \ CONSTRUCTION C \ \ \ \ \ \ \ \ \ \
� \CLASS "B" RIP -RAP
ENTRANCE \ \ \ \ \ \ \ \
\ DISSIPATOR \ \ \ \ \ —
/ WITH FILTER FABRIC \ \ \\ \ \ \ \ \ \ \ \ \ \
\LINER \ \ \ \ \ \ \ \\ \ \\
&Lx3'Wx2'D
LIMITS F DISTURBANCE
TEMPORARY SILT FENCE \\ \\ \\ \\ \ \ \\ \\ \\ \\ \ \\\ \\
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lo/
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or
EROSION AND SEDIMENT CONTROL PLANS
LOT 10
LAUREL RIDGE DEVELOPMENT, INC.
0 50 100
Fee
1" = 40$
DATE: 3.21.2022
SHEET C-1.3

1
1
�
I
I
II
�
�
/ ROCK REST P(OAD - SR 1547
\ } / i (6'0' PUBLIC LM)—
`/ ` PROPOSED DISTURBED
ACRES: 2.64 ACRES
LIMITS OF DISTURBANCE
I
I
I
PROPERTY LINE /
/10
/
SILT FENCE OUTLET - -
\ LIMITS OF DISTURBANCE /
\ \ \ \ \✓ \ F� �\ / / / /' DRAINAGE AREA
_ T
500/
DRAINAGE AREA\3: 0.55 ACRES
` ` I
DRAI"GE AREA 2: 0.88 ACRES
\ \ DRAINAGE\AREA 1: 6.77 ACRES\�� / \\ // TEMPORARY SILT FENCE
PREPARED BY:
BENJAMIN J. DeWIT, PE
S
EROSION AND SEDIMENT CONTROL PLANS
LOT 51
LAUREL RIDGE DEVELOPMENT, INC.
ill =50'
0
Feet
DATE: 3.21.2022
SHEET C-1.4

I
vi
I
PROPERTY LINE
NCE
CONSTRUCTION �\ 1
I ENTRANCE 1
TLET TEMPORARY SILT FENCE I 1 \
LIMITS OF DISTURBANCE
/ / ---- SILT FENCE OUTLET
DRAINAGE AREA 4: ,O��ACRES / / / — —
/ CHECK DAM
(STONE OR WATTLE)
NEW20'
V / I \ PUBLIC DRAINAGE
EASEMENT
500
Ago
Iv I /
PREPARED BY:
BENJAMIN J. DeWIT, PE
otenaraj��
EROSION AND SEDIMENT CONTROL PLANS
LOT 51
LAUREL RIDGE DEVELOPMENT, INC.
0 50 100
Feet
1 = 50'
20LF 18" RCP
\ DRIVEWAY PIPE I I
\ CLASS "B" RIP -RAP
DISSIPATOR
\ WITH FILTER FABRIC
LINER
6'L x 3'W x 2'D
M
\ 1
I �
1 I
l I
DATE: 3.21.2022
SHEET C-1.5

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
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g p g
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
7
None
perimeter slopes
(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
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
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
Stabilize the ground sufficiently so thTrain will not dislodge the soil. Use one of the
techniques in the table below:
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.
PREPARED BY:
BENJAMIN J. DeWIT, PE
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.
TIER, 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.
DRTABLE 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.
' •`I� NORTH CAROLINA
Environmental Quality
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
Ma e6a
� ~ � Ii�IM L1O■O ■ IV R11�Q � 1■1 ��Q ML�.MIb�O
mwia`w av: "n
an ay sanaE VA41tlIIT STa11CTIlaE Aia��M`
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: 04/01/19I
..•iN C,aa,,�
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4434
EROSION AND SEDIMENT CONTROL PLANS
NCG01 REQUIREMENTS
LAUREL RIDGE DEVELOPMENT, INC
DATE: 3.21.2022
SHEET D-1.0

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Anytime when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification ofthe measures inspected,
Measures
7 calendar days
2. Date and time ofthe inspection,
and within 24
3. Name ofthe person performingthe inspection,
hours of a rain
4. Indication of whetherthe measures were operating
event> 1.0 inch in
properly,
24 hours
S. Description of maintenance needsfor the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification ofthe discharge outfalls inspected,
discharge
7 calendar days
2. Date and time ofthe inspection,
outfaIIs (SDOs)
and within 24
3. Name ofthe person performingthe inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event >1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication ofvisible sediment leavingthe site,
6_ Description, evidence, and date of corrective actions taken_
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7calendar days
ofthe following shall he made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event> 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation astothe actionstaken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record ofthe following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event � 1.0 inch in
2. Records ofthe required reports tothe appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been Installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
ofthe approved E&SC plan orcomplete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation ofthe 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 ofthe approved E&SC
plan or complete, date and sign an inspection
report to indicate completion ofthe
construction phase.
(c) Ground cover is located and installed
Initial and date a copy ofthe approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy ofthe approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion ofthe
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation ofthe non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PREPARED BY:
BENJAMIN J. DeWIT, PE
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours. an oral or electronic notification.
deposition in a
• Within 7calendar days, a report that contains a description of the
stream orwetiarxf
sediment and act ions taken to address the cause of the deposition.
Division sta ft may waive the requirement fora written report an a
case by case basis.
• If the stream Is named on the NC 403[d) list as Impaired for sediment -
related causes, the permittee may he required to perform additional
monitadrig, inspectians or apply riare stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state im aired -waters conditions.
(bj Oil spills and
Within 24hours. an araI or electronic notification. The notification
release of
shall includeiaformstlon asoutthe date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b) (c) above
(c) Anticipated
A report at least ten days before the dote of the bypass; d' possible.
bypasses 140 CFR
The report5hd11 include an eyaIudtion of the anticlpated quality and
122.41(m)[311
effect of the bypass.
(dl unanticipated
Within 24 hours, an oral or elect mnlcnotification.
bypasses 140 Cl-H
Within 7calendar days, a report that Includes an evaluation of the
122.41(m)[3)I
qua Iit y and effect art he bypass.
(cl Noncompliance
Within 24 hours, an oral or elect ronlcnotification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its to uses; the period of noncompliance,
may endanger
including ei dates and times, and if the noncompliance has not
health ur the
been corrected, the arttiupated time noncompliance is expilto
envirormQrtt)4l7
cuntinue: and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(l)j
prevent reoccurrence of the noncompliance. 140 CFR
• Division staff may waive the requirement for a written report an a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
EROSION AND SEDIMENT CONTROL PLANS
NCG01 REQUIREMENTS
LAUREL RIDGE DEVELOPMENT, INC.
DATE: 3.21.2022
SHEET D-1.1

TCP ELEVATION CF STDROWA.TER 'j I'
.57 WASHED STONE -_ 1 MAX.
t VA IES
EXISTMOO SLOPE—'
f1 kp-�A
JAkIE
SIDE VIEW
— EAISDNI;
-LllPE EXISTING
— SLGPE�
VAM L<
DESIGN OF SPILLWAYS
. DkA•INA(:E AWEA WEJR LEN DTI}
(ACRES) LET
KEYED RIP RAP t a
#.57 WA.SHEQ SPINE 9NMEN51{M+S SHOWN A4E MI-YINUM
FRONT VIEW
MATT ING i L = THE 016TANCE SUCH THAT POINTS
RA61LAZATICN A ANO B ARE OF EAVILL ELEVATION
PROFILE VIEW _
CHATHAM COUNTY
•Oslo
�1 n�r.n.azvsex
STANDARD ROCK CHECK DAM
7- 5FSEE.i 1 ofI
3 TIMES INNER
DIAMETER (ILD J
RAP APRON
NOTE5:
1) L = THE LE•41,TH OF THE RIPRAF APRON.
2) d I.S TIMES THE MAXIMUM STCJNE DIAMETER BUT Nr•T
LESS THAN 5" (IrwhAt).
— — — — -•.� 3} A FILTERBLANKET 0R FILTER S L BE
L INSTALLED 3ETNEEN THE RIP -RAP AND SOIL FOUND
ATION
-I-E
d
FILTER
SECTION 'A -At FABRIC
CHA1TRAM COUNTY
n�iv..vc3mex
STANDARD PIPE OUTLET (NO DEFINED CHANNEL) ,
PREPARED BY:
BENJAMIN J. DeWIT, PE
CA
=o: oia moo'
WMA
f=
3i�IjAd177t
5D' MIN
AND SUFFICIENT TO KECP
SEDIMENT ON SLTE
R0-
'p
Exi5T11uC 2- - T' STONE TO BE USED
HOADVVAY {SURGE STONE OR11RAILROAD PALA5T]PC O
aP cxR70'0 o0aabccv ov
PLAN
SILT FENCC (SEE NOT-- .2
FABRIC UNDER STONE
NOTES
1. THL$ DETAIL APPLIES ONLY TD ENTRANCES
OF tUDIV IDUAL SINGLE FAMILY RESIDENTIAL UNITS
2. SILT FENCE SHOULD BE INSTAILEO TO ENSURE
CONSTRUCTION FNTRMFCF IS USFF!
n 0055 SECTION
CHA TIRAM COUNTY
nsrnn. xcnmsx
�— RESIDENTIAL CONSTRUCTION ENTRANCEA
SHEET I of I
115E R MINIMUM OF 2 STAKES 1 bAl UF5Li— — ---- I
FLOW
13
J5E A MINIMUM GF 4 STAKE;
ik
V?TTIN S l0 MSLOPE->
PLAN VIEW
MIN 2 STAKES (IN L'P51-OPE MINIMUM 4 STA.F.EE ON DV"SL[IFE
CROUHD
MATTING I —I I _ -
V-DITCH SECTION VIEW
MIN 2 STAKES ON JvSL17 E--� MINIMUM 4 STAKES
ON nOWNSLOPE
[ROUND
MAT
TRAPEZOIDAL n TRAPEZOIDAL DITCH
SECTION VIEW
CHATHAM COUNT1'
vn�l�f kPli�.l
EROSION AND SEDIMENT CONTROL PLANS
ESC DETAILS
LAUREL RIDGE DEVELOPMENT, INC.
ISOMETRIC
vlEw
MATTING
NOTES
I) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
2) !1S£ i4 INCH LONG WDO)EN STAKES WITH A Z`x%" NOMINAL ORO-�.
SECTION.
A) INSTALL WATTLE(S) TG A HEIGHT ON SLOPE 50 FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED
5}INSTALL A MINIMUM OF TWO IJaSLOPE STAKES AND FOUR
❑OWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM
5) PRONDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE
FORMED INTO A J—SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FDOT ON BOTH
SII]E5 CIF WATTLE ANO AT EACH END TO 7ECIJRE IT TO THE SCNL
B} AFTER INSTALLATI ON OF STAPLES, CHINK ANY CAPS BETWEEN
WATTLE AND GROUNC WITH MATTING
WEAVE STAPLES THROUGH
MESH CASING OF WATTLE
.` MarnN4
�1
�pl
APLES STAPLE$
STAPLE INSTALLMENT
SECTIONS
STANDARD WATTLE
STAKE
ANGLE STAKED
TO WEDGE
WATTLE ONTO'
GROUND
wAm!5
MATnNL=
STAKE INSTALLMENT
CROSS SECTION
ner,n.vT,�x
iU19-019
SHEET F of 1
DATE: 3.21.2022
SHEET D-2.0

8'-0" M01MUM
VARIABLE AE DIRECTED 5Y THE ENGINEER �57EEL POST
MINIMUM 10 GAUGE SILT FENCE F1=kl. il�_INTERME31ATE
'�:TALLED TO =E_,ILINE WIRES 411RE FI,'i« TCI I.KRINsIMUM i2Y2 GAOUE
WIRES
FRONT VIEW
TEEL PnsT
WOVEN WIRE FA6RIC
-SILT FENCE FABRIC
NOTES:
USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES
NOT EXCEED 114 ACRE PER 1130 k QF FENCE AND o
NEVER IN AREAS OF CONCENTRATED FLOW.
7) OVERLAP 1:< INCHES WHEN SPUCING FABRIC,
3) FOR REPAIR OF SILT FENCE FAILURES USE
7ETAIL 04000.23L
'IL
J�
CHATHAM COUNT V
T nh TH h CAI L'A
1^1
C H ATHAM CQUNTY
onaH esn.n3
�1
•ti�COMVACTEO FILL
- 6° MINIMUM OOVER OVER SKIRT
ANCHOR SKIRT AS UIREVED 3Y ENGANEER
SIDE VIEW
STANDARD SILT FENCE
Species
Rate (lb/acre}
Dates
Rye (grain)
Annual le.s edeza (Kobe)
120
50
January 1 - May 1
German millet
40
May 1 -August 15
Rye (grain)
120
August 15 - December 31
Soil Amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agriculnual
limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking With asphalt, netting, or a mulch
anchoring tool_ A disc with blades set nearly straight can be used as a mulch anchoring
tool -
Maintenance
Refertilize if growth is not fally adequate. Reseed, refextilize and mulch immediately_
following erosion or other damage_
nsren.=u R
Lhm-013
sy-= 1 of 1
nsreu. xcamax
TEMPORARY SEEDING/MULCHING SPECIFICATIONS 2M-nO
Sf= 1 of
PREPARED BY-
BENJAMIN J. DeWIT, PE
ALL DISTURBED AREAS
March 1 - August 31
September 10 - February 28
5o# Tall Fescue
5o# 'Fall Fescue
10# Centipede
10# Centipede
25# Sermudagrass (hulled)
354 Bermudagrass (unhulled)
5oo# Fertilizer
50o4 Fertili zex
4000# Limestone
4000# Limestone
WASTE AND BORROW AREAS
March 1- Augmt 31
Se tembet 10 - Febm 28
-54 Tall Fescue
75# Tall Fescue
25# Bermudagrass (hulled)
25# Bermudagrass (unhulled)
500# Fertilizer
5004 Fertilizer
400D# I.ime.stone
40004 Limestone
Note- 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon request.
On cut and fill slopes 2.1 or steeper Centipede shall be applied at the rate of 5 lb/acre and add. 20# of
Sericea Lespedeza from January 1 - December 31 _
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 1-2-2
ratio is mauitained and the rate of application adjusted to provide the same amount of plant food as a
10-20-20 analysis and as directed.
CHATHAM COUNTY
o.=H nazi .
PERMANENT SEEDING/ MULCHING SPECIFICATIONS
EROSION AND SEDIMENT CONTROL PLANS
ESC DETAILS
LAUREL RIDGE DEVELOPMENT, INC.
N16-021
sf=r 1 of
DATE: 3.21.2022
SHEET D-2.1