NCC214669_Site Plan or Location Map_20210817

-50.0y-
AND SUFFICIENT TO KEEP
SEDIMENT ON SITE
2, - 3' STORE To BE USED 12
/
'ME STONE OR RATLROAO BALLASn
/SILT FENCE PLAN VIEW
SEE NOTE 02 NO SCALE
NOTES :
1. THIS DETAIL APPLIES ONLY TO ENTRANCES OF
INDMDUAL SINGLE FAMILY RESIDENTIAL UNITS.
2. SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
MINIMUM CONSTR CTION
EXISTING ROADWAY an 35' min, 15, min,
}i1
----- - FABRIC UNDER STONE��,u _-----_1a141__ __
CROSS SECTI❑N
NO SCALE
STANDARD GRAVEL C❑NSTRUCTI❑N ENTRANCE
VICINITY MAP NTS
CONSTRUCTION SEQUENCE
1. SUBMIT A LAND DISTURBING PERMIT APPLICATION AT LEAST 30 DAYS PRIOR TO ANY LAND
DISTURBING ACTIVITY OCCURRING.
2. ORGANIZE ONSITE PRE -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.
3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES ACCORDING TO INFORMATION DISCUSSED
DURING THE PRE -CONSTRUCTION MEETING. MINIMAL CLEARING MAY OCCUR IN THE IMMEDIATE AREA
OF ALL MEASURES TO PROVIDE FOR INSTALLATION.
4. PERMITTED LAND DISTURBING ACTIVITIES MAY BEGIN ONCE MEASURES ARE INSTALLED.
5. COMPLETE SELF -INSPECTIONS WEEKLY AND WITHIN 24 HOURS OR A 0.5" OR GREATER
RAINFALL EVENT.
6. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE,
INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT WHEN THEY ARE HALF FULL.
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DETAIL NUMBER
2018-0OF I 60' PRIVATE ACCESS & UTILITY EASEMENT
SHEET 1 OF 1 I
OWNED BY MONTERRANE, LLC.
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PLAT 2001-57
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AKPAR 78076
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SPECIES
RATE(Ib/acre)
DATES
RYE(GRAIN)
120
JANUARY 1 - MAY 1
ANNUAL LESPEDEZA
50
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 AGRICULTURAL 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 ACHORING TOOL. A DIST WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE AND MULCH IMMEDIALTELY FOLLOWING EROSION OR
OTHER DAMAGE.
GLOGGED SILT FENCE OUTLETS MUST BE REFRESHED/REPLACED. SILT FENCE CANNOT HAVE HOLES OR TEARS. / --- ��0� \ //
7. GROUND COVER SHALL BE PROVIDED AS FOLLOWS: \,AAl
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a. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION. IF APPLICABLE
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b. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 14 DAYS OR MORE WITH
TEMPORARY SEEDING AND EROSION CONTROL MATTING.(IF APPLICABLE) \ / ---I'� /� S
c. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, STABILIZE AREA WITH SEED AND ., f // \62` //
MATTING IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF SEVEN(7) DYS.
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d. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE
F
UPON WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN 14 W
/
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2
CALENDER DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY. n / 2 // \ .90,
e. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION %, �c1 / \
TEMPORARY SEEDING/MULCHING SPECIFICATIONS
DETAIL NUMBER
2018-20
SHEET 1 OF 1
ALL DISTURBED AREAS
MARCH 1 -AUGUST 31
SEPTEMBER 10 - FEBRUARY 28
50#
TALL FESCUE
50# TALL FESCUE
10#
CENTIPEDE
10# CENTIPEED
25#
BERMUDA GRASS(HULLED)
25# BERMUDA GRASS(HULLED)
500
FERTILIZERUE
500# FERTILIZER
4000#
--
LIMESTONE
4000# LIMESTONE
WASTE AND BORROW AREAS
MARCH 1 - AUGUST 31
SEPTEMBER 10 - FEBRUARY 28
75#
TALL FESCUE
1 75# TALL FESCUE
25
BERMUDA GRASS(HULLED)
25 BERMUDA GRASS(HULLED
500
FERTILIZER
500 FERTILIZER
4000# LIMESTONE
14000# LIMESTONE
PERMANENT SEEDING MULCHING SPECIFICATIONS
/
DETAIL NUMBER
2018-021
SHEET 1 OF 1
IMMEDIATELYFOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO ! I / _ � // \ �J
FINAL INSPECTION. I ,o I �� // �.'
9. REISTALLED ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE __--
MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION, / s' '- /� \\
OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. I - -- // \
10. MEASURES MUST BE INSTALLED AT THE BACK OF CURB TO RESTRICT ALL VEHICLE ACCESS TO I �/� // '
THE CONSTRUCTION ENTRANCE. ALL MEASURES MUST BE INSTALLED ACCORDING TO THE APPROVED I / �' I �� // //
PLAN UNLESS APPROVED IN THE FIELD BY CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT I -- / \\ / \ �//
STAFF(APPROVED FIELD REVISION). Z0 / ,i' / \ \ ///
11. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED, BY THE I --� l'LR /\
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CHATHAM COUNTY WATERSHED PROTECTION DEPARMENT STAFF ONLY PRIOR TO REMOVAL OR / \1-1
INSTALLATION. CONTACT CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF TO �N" l �' ��\<�� FFN / \
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REQUEST AN INSPECTION AND OBTAIN A SIGN -OFF ON THE PLANS OR AN APPROVED FIELD REVISION. --- W / --�' l� \ \ F //
--- / / /� /
12. ONCE GRADING AND CONSTRUCTION ACTIVITIES ARE COMPLETE TEMPORARY MEASURES ARE \
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REMOVED, AND THE SITE IS STABILIZED, CALL CHATHAM COUNTY WATERSHED PROTECTION / / \ Fj /
DEPARTMENT STAFF TO SCHEDULE THE FINAL INSPECTION. / 33A °N //CC)// /I \ ��C%'/123,4'
13. ONCE THE FINAL INSPECTION IS COMPLETE THE PERMIT WILL BE CLOSED AND NO ADDITIONAL <v
GROUND DISTURBING ACTIVITIES CAN OCCUR. 4 / / // F P I / \ 122,5'
MIN. 10 GA
UNE WIRES
OF
8' MAX.
VARIABLE AS OIRECTED BY THE ENGINEER
IN. 12 -1/2 GA
ONES
IRES
STEEL
FILTER Of 1 INCH aVMETER
#57 WASHED STONE
DETAOL NUMBER
20181 3
SHEET 1 OF 1
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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
a
(1) Rain gauge
Daily
Daily rainfall am ants.
maintained in
If no daily ran gauge observations a made during weekend or
good working
holiday periods, and n individual -day rainfall information is
order
available, record the cumulative rain mea urement for those un-
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attended ds and the will determine a site inspection s
needed).Days o which no rainfall o rred shall be recorded as
zero" The perm tree may use another ra n moo for ng dev ce
approved by the Division.
(2) E&SC
At least once per
1. I de ntfcato n of t he m eas a res nspect ed,
Measures
7calendar days
2. Date and time ofthe inspection,
and within 24
3. Name ofthe perso n performing the inspection,
ours ofa ra in
hour,.
4. Indication of whether the measures were operating
event , 1.0 inch in
properly,
24 hours
S. Description of maintenance needs forth, measure,
G. Description, evidence, and date ofcorrective actions taken.
(3)Stormwater
At least once per
1. Identification of the discharge outfa lls inspected,
discharge
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7calendar days
2. Date andtime,,,he inspection
outfalls (SDOs)
and within 24
3. Name crib c
fthe person performing the inspection,
hears of a rain
4. Evidence ofindleaters of stormwater pollution suchasoil
vent, 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication ofvlslble sediment leaving the site,
6. Description evidence, and date ofcorrective actions taken.
(4)Perimeter of
At least once per
Ifvisible sedimentation is found outside site limits, then a record
site
7calendar days
ofthe fol lowing s hal l be made:
and within 24
1. Actions to ken to clean an or stabilize the sedim ent that has left
hours ofarain
the site limits,
eve nt>1.0 inch in
2. Description, evidence, and date ofcorrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
5 Streams or
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At least once per
tithe stream or wetland has increased visible sedimentation ora
wetlands onsite
7calendar days
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stream has visible ncreased t urbidit from the construction
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r offsite
and within 24
act ivit them e rd ofthe to llowin shall be made:
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(where
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hou of
1. Des i Rion ,video and date of corrective actin as taken and
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ccessible
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event 51.0 inch in
ev _p
2. Records of the required re oits to the a riot, Division
pprop
24 hours
Regional office per Pan III Section C Item (2had ofthis mit.
g o p OO per
6 Ground
( )
Afte-ach phase
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1. The phase of radio nstal lation of perimeter E&SC
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stabilization
grading
of radio
clearin and grabbing, installation of storm
g g g, i
measures
drainage completion of all land-disturbin
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activit construction or redevelopment, permanent
y, co
ground cover).
Z. Documentation that the required ground stabilization
measures have been rovided wit hin the required
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t nneframea an su ncethat they will be provided as
a
soon as possible.as
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
of the approved E&SC plan or complete, 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 of the E&SC measures or if
the E&SC measures are modified after initial
nstallat on
b A phase of radio has been completed.
( ) P grading Pcopy
Initial and date a co of the approved E&SC
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plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in ordance with the approved E&SC
plan or complete, date and sign an inspection
plane
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 co of the approved E&SC
py ppro
to E&SC measures.
plan or complete, date and sign an inspection
ort to indicate the com letuon of the
rep p
c.rreetive aetion.
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
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Division provides a site -specific exemption based on unique site conditions that make
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this requirement not practical:
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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
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record the required observations on the Inspection Record Form provided b the
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Division or a similar inspection form that includes all the required elements. Use of
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electronically -available records in lieu of the required paper copies will be allowed if
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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 period
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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
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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 onlywhen all of the following criteria have been met:
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a The E&SC Ian 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
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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,
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c Dewaterin discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples ofa ro riate controls include
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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.
� 56
ANN �& MARVIN McBRIDE
AKPAR #85797
D.B. 1728 PG. 832
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
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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
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other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at 800
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858-0368.
Occurrence
Reporting Timeframes After Discover and Other Requirements
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a Visible sediment
• Within 24 hours an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
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Division staff may waive the requirement for a written report on a
case -by -case basis.
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• 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 more stringent practices if staff
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determine that additional requirements are needed to assure compliance
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with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the 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 date of the bypass, if possible.
bypasses 40 CFR
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There report shall include an evaluation of the anticipated quality and
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122.41 m 3
( )( )]
effect of the bypass.
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(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of t he bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7calendar days, a re that contains a description of the
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of this permit that
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report
noncompliance, and its causes the period of noncompliance,
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may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment 40
(
continue; and steps taken or tanned to reduce eliminate and
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CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE
Will THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result In the
construction activity being considered compliant with the Ground Stabilization and
Materials Handlingsections ofthe NCGO1 Construction General Permit Sections E and
1
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
Re uired
Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
days after ceasing
Tlmeframe variations
land disturbance
a Perimeter dikes
()
swales, ditches, and
7
None
erimeter slG es
(b) High Quality Water
H W Zones
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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
-7 days for perimeter dikes, swales,
14
ditches, perimeter slopes and HQW
Zones
-10 da for Falls Lake Watershed
-7 days for perimeter dikes, swales,
e Areas with slo es
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ditches perimeter slopes and H W Zones
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flatter than 4:1
14
-10 days for Falls lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities an areas with tem ora
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round stabilization shall be converted to permanent round stabilization as soon as
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racticable but in no case longer than 90 calendar days after the last land disturbing
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activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identifyleaks and repair as soon as feasible or remove leaking equipment from
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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.
u I I Nn, OUILUIN" MAI enwL AMU LANU A.LIAKIM" wNa I e
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 awayfrom 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.
S. Cover waste containers at the end of each workday and before storm events or
provide seconds containment. Repair or replace damaged waste containers.
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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, cleanup and dispose of waste in designated waste
containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dumppaint and other liquid waste into storm drains streams or wetlands.
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2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonablyavailable.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled sized and laced appropriately for the needs of site.
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5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a ravel ad and surround with sandbags.
s.
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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.
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 oint when feasible
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 lace the mixer and associated materials on impervious barrier and within
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lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
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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
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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 reasonablyavailable. At a minimum
install protection of storm drain inlets closest to the washout which could receive
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spills or overflow.
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7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance ad in front of the washout. Additional controls may be required b the
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approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signal on the washout itself to identify this location.
9. Remove leavings from the washoutwhen at approximately 75% capacill limit
overflow events. Replace the tar sand bags or other temporary structural
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com onentr when no Ion er functional. When utilizing alternative or proprietary
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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.
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.
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2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
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4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved
HAZARDOUS AND TOXIC WASTE
with the approved plan and any additional requirements. Soil stabilization is defined
PAMS/Flocculantsond in accordance with the manufacturer's instructions.
1. Create designated hazardous waste collection areas on -site.
as vegetative, physical or chemical coverage techniques that will restrain accelerated g
4. Provide porting area for containment of treated stormwater before discharging
erosion on disturbed soils for temporary or permanent control needs. 2. Place hazardous waste containers under cover or in secondary containment.
offsite.
3. Do not store hazardous chemicals, drums or bagged materials directly on the
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
ground.
or surrounded by secondary containment structures.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
NOTES
NOT AN ACTAUL SURVEY
CONTOURS TAKEN FROM CHATHAM COUNTY GIS
THIS PLAN DID NOT HAVE THE BENEFIT OF A TITLE REPORT AND
IS SUBJECT TO ANY MATTERS ONE MAY DISCLOSE.
PROPERTY SUBJECT TO BOTH ABOVE AND/OR BELOW GROUND
UTILITIES AND/OR EASEMENTS.
THIS LOT IS NOT LOCATED IN A
FLOOD HAZARD AREA PER
F.E.M.A. MAP #3710977300J
EFF. DATE: 02/02/2007 ZONE X
LEGEND
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
V
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VtDI
BELOW GRADE�,tW8ASH0UT ASGVE GRADE WASHOUT STRUCTURE
Nm m WASHOUT
LOD - LIMITS OF DISTURBANCE
D.B. - DEED BOOK
P.S. - PLAT SLIDE
R/W - RIGHT OF WAY 40 0 20 40 80 160
NTS - NOT TO SCALE
____ ______ __ _ SFO - SILT FENCE OUTLET
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES "� ' �`" . `• -, --
MAP 2001 ��e �� �`�� GIJP`' �,"'-`�
PLOTTED FROM INFORMATION FOUND IN BOOK _ ,0 • ..,D . - .�,
--------------- R.
PAGE _ 56 ____; THAT THIS PLAT DOES NOT MEET SIZE REQUIREMENTS �'�0 Tt�f`V V,/. C3�b��'
FOR RECORDING IN THE REGISTER OF DEEDS. PER G.S. 47-30 AS AMMENDED. �Bap,py�gP,9'�r°`
LICENSE NUMBER =7:
11th__ DAY OF JUNE __-__-_ 2021 _____.
CURVE RADIUS LENGTH DELTA CHORD CH.BEARING
C-1 175.00' 49.30' 16.08'31" 49.14' N 07.15'35"W BENTON W. DEWAR AND ASSOCIATES
PROFESSIONAL LAND SURVEYOR L-3040 C-2 267.49' 106.64' 22'50'28" 105.93' N 14°53'20"E PROFESSIONAL LAND SURVEYOR
C-3 449.05' 86.49' 11'02'10" 86.36' N 82'26'37"W
THIS PLAT MAY NOT BE A CERTIFIED SURVEY AND HAS C-4 25.00' 23.53' 53'55'27" 22.67' N 49'57'41 "W 5920 HONEYCUTT ROAD
NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR C-5 60.00' 95.68' 91'22'06" 85.86' N 68'40'48"W HOLLY SPRINGS, NC 27540
COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS C-6 25.00' 23.53' 53'55'27" 22.67' N 87'23'55"W
AND HAS NOT BEEN REVIEWED FOR COMPLIANCE WITH C-7 449.05' 74.74' 9°32'09" 74.65' N 55°40'00"W PH. # [phone]
RECORDING REQUIREMENTS FOR PLATS. C-8 254.99' 48.07' 10°48'02" 48.00' N 56°18'17"W C-9 297.49' 124.14' 23°54'32" 123.24' S 22°15'54"W FAX # (919 ) 557-2255
\ y'\ i SFO \ 0 I- L '�•,,� �11\ 11 I- \ 11 11 I h I
\ SILT FENCE \\ \ CONCRETE `\ \\ \\\ - - - ��� - _ J
\ ON BOTH SIDES \ WAS \\ \\ \ II
\ AT ENTRANCE SFO/ \\ SEE DET I� \ '-I'- \ II
50' X 1 2' \\\ \\\ \\\ \ 3 B W/WIRE N NCE I I I
CONTRUCTION x C` \"I'll
\\ \ \\� TRANSITION I I
ENTRANCE >� \ \ \ \ II
SEE DETAIL \ I� -\ �\ \\ I I I
�� c,� \\\ \`1\ 32 \\
C-6 \ \ \\ \ \ \\ I II
\ \ 3.682 ACRES TOTAL \ \ I I
LOD - CLEARING LIMITS - - - - - - - - - - - - - - - - � \ \\ -O�Q\ ACRES IN \6Q' EASEMENT \ \\ i I
\ \\ �3.589 ACRES NET \\ \ I I
SILT FENCE - x-x-x-x-x-x-x-x-x-x-x- \ \ \♦ \ \ I I I
WIRE FENCE -xj� - - - - xxj�xxxx TTA �, ` \�� \\ \\\ \\ I I
60 • ttj j �Q \ __- \\ \\ \\ \\ i i �I
�,TF ,,,, 1V� C-3 \\ T 87°57'42"W 95.13'
\ MFNT \ \ \ I
di q
1R0. Aevoer,We y \
did
° ; N `
I, BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER m �-_
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY $+1_ \ ��
SUPERVISION; THAT THE RATIO OF PRECISION IS 1 • NLA A L-3040 AZ.
\ SILON WARE
FABRIC
IVAOMRE CLOTH STEEL FENCE POST
ON WIRE FENCE
STEEL FENCE POSTS
PLAN VIEW
WRE fDEE--►
HARDWARE Cl
NOTE :
USE SILT FENCE OUTLETS ONLY WHEN DRAINAGE
FILTER OF 1 INCH DWIETER
AREA DOES NOT EXCEED 1/4 ACRE AND THERE
#. WASHED STONE
IS A LOW AREA USE AS A REPAIR OF SILT
FENCE FAILURES.
0 D
18,
FLOW
00
DIRECTION 0 0
- -
-
6'
SIDE VIEV�
12. OVERLAP
2' MAX. 12' OVERLAP
STEEL FENCE POST
HARDWrtE
CLOTH
WIRE FENCE
SILT FENCE FABRIC
GRADE
6
NOTE :
WARE CLOTH,
FRONT VIEW AND SRY ILT FENCE FABRE. IC 6 INCHES INTO
THE TRENCH.
TEMP❑RARY
DETAIL NUMBER
SILT FENCE OUTLET F
SHEET 1
0
T�
In
EROSION CONTROL PLAN FOR:
REVISED 8-6/21