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ALBEMARLE U.S., INC. KINGS MOUNTAIN MINE
CLEVELAND COUNTY, NORTH CAROLINA
SITE ACCESS, UTILITIES RELOCATES, AND
SCREENING BERM ACTIVITIES
WEST MINE (PERMIT 23-34)
PLAN SET
KINGS MOUNTAIN, NORTH CAROLINA
NOVEMBER, 2023
SHEET INDEX
1.0: COVER
2.0: ACTIVITY LOCATIONS - VIEW 2.0
2.1: ACTIVITY LOCATIONS - VIEW 2.1
2.2: ACTIVITY LOCATIONS - VIEW 2.2
3.0: ACTIVITY LOCATIONS NOTES AND DETAILS
3.1: EROSION AND SEDIMENT CONTROL,
NOTES AND DETAILS
3.2: EROSION AND SEDIMENT CONTROL,
NOTES AND DETAILS
3.3: TAILING SANDS PIT CROSS SECTIONS
4.0: RECLAMATION MAP -VIEW 4.0
4.1: RECLAMATION MAP - VIEW 4.1
4.2: RECLAMATION MAP - VIEW 4.2
5.0: RECLAMATION PLAN NOTES AND DETAILS
6.0: 7.5 MINUTE USGS QUADRANGLE MAP
7.0: COUNTY HIGHWAY MAP
CATEGORY
CURRENT AFFECTED
ACREAGE
PROPOSED CHANGE TO
AFFECTED ACREAGE
TOTAL AFFECTED
ACREAGE
Tailings/Sediment Ponds
0.00
0.00
0.00
Stockpiles
0.00
0.00
0.00
Waste piles
0.00
0.00
0.00
Processing Areas/Haul Roads
6.05
2.52
8.57
Mine Excavations
48.00
0.00
48.00
Other (Please explain)
4.95
11.37
16.32
Total Affected Acreage
59.00
13.89
72.89
Total Permitted Acreage
157.40
157.40
157.40
PREPARED BY:
SWC
ENVIRONMENTAL CONSULTANTS
SwCA
113 Edinburgh South Drive, Suite
120Cary North Carolina 27511
(p) 919.292.2200
www.swca.com
PREPARED FOR:
A ALBEMARLE
KINGS MOUNTAIN
CLEVELAND COUNTY
348 Holiday Inn Drive
Kings Mountain, NC 28086
PROFESSIONAL SEAL:
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DATE: 11/13/23 1
PROJECT #: 70316 1
0 1000 2000
SCALE IN FEET
SHEET
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DATE: 11113/23
PROJECT #: 70316
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7
GENERAL NOTES
1. THE PROJECT PLANS ARE INTENDED AS A GUIDE. THE ACTIVE DRILL HOLE PAD LIMITS WILL BE DETERMINED IN THE FIELD BY
THE PROJECT GEOLOGIST/ENGINEER PRIOR TO DRILLING ACTIVITIES. DUE TO THE DYNAMIC CONDITIONS IN THE FIELD,
DRILL HOLE LOCATION MAY VARY.
2. ALBEMARLE AND DRILLING CONTRACTOR (CONTRACTOR) TO ENSURE ALL LOCAL AND STATE PERMITS HAVE BEEN
OBTAINED PRIOR TO COMMENCING WORK.
3. ALBEMARLE WILL DESIGNATE A SAFETY MANAGER ON SITE AND IS LEGALLY RESPONSIBLE FOR THE WORK, INCLUDING THE
SAFETY OF WORKERS DURING ALL TIMES.
4. NO UTILITIES ARE MARKED ON THE PLANS (BOTH ABOVE AND BELOW GROUND) WITHIN THE MINE PERMIT BOUNDARY.
ALBEMARLE SHALL NOTIFY NC811 AT 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. ALBEMARLE AND
THE CONTRACTOR SHALL ENSURE ADEQUATE TIME TO LOCATE UTILITIES PRIOR TO COMMENCING WORK
5. IF UNMARKED UTILITIES ARE DISCOVERED DURING WORK. THE PROJECT GEOLOGIST/ENGINEER AND SAFETY MANAGER
WILL BE NOTIFIED IMMEDIATELY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES, ROADS, AND ACCESS AREAS. DAMAGES
WILL BE REPAIRED IN ACCORDANCE WITH THE UTILITIES OWNER.
7. THE LOCATION OF THE AREAS PROPOSED FOR DISTURBANCE ARE APPROXIMATE. NO SURVEY HAS BEEN PERFORMED.
8. THE CONTRACTOR SHALL AVOID ALL WETLAND AND STREAMS AND MAINTAIN A 50 FOOT BUFFER FROM CONSTRUCTION
ACTIVITIES.
9. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF NORTH CAROLINA
LAWS CONCERNING EXCAVATION, TRENCHING, CLEARING AND GRUBBING AND OTHER WORK INHERENT TO THE PROJECT.
10. THE CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS AND ACTIVITIES TO THE SITE AS SHOWN ON THE
DRAWINGS. STORAGE AND PROTECTION OF MATERIALS AND STRUCTURES OFF THE SITE WILL BE BY OTHER
ARRANGEMENTS OF THE CONTRACTOR.
11. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION STAGING AREA CLEAN AND FREE OF TRASH AND EXCESS DEBRIS
FOR THE DURATION OF THE PROJECT.
12. EXISTING FENCES, POLES, SIGNS, MAILBOXES, CURBS, SHRUBS, PAVEMENT, LAWN AREAS, AND OTHER SITE FEATURES
SHALL BE REMOVED AND REPLACED OR REMOVED AND RESTORED IN KIND BY THE CONTRACTOR AS REQUIRED DURING
CONSTRUCTION WORK. ALL WORK SHALL BE COORDINATED WITH SITE WORK PROVIDED FOR IN CONTRACT DOCUMENTS.
13. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR
STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER.
14. TO MINIMIZE TEMPORARY CONSTRUCTION IMPACTS AND POTENTIAL SEDIMENTATION TO WATER RESOURCES, ALL EROSION
AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING WORK.
15. ALL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO
INSTALLATION.
16. ALL EROSION CONTROL FABRICS AND STRAW WATTLE MATERIAL SHALL BE PROPERLY STOCKPILED AND HANDLED TO
PREVENT DAMAGE TO THE APPROVED AND INSPECTED MATERIAL.
17. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE EROSION MEASURES THROUGHOUT THE DURATION OF
THE PROJECT, INCLUDING INSPECTION AND ANY REPORTING REQUIREMENTS PER THE PROJECT PERMIT PROVISIONS.
18. THE CONTRACTOR WILL DETERMINE THE ACCEPTABILITY FOR THE REUSE OF STRUCTURAL SOILS. UNACCEPTABLE
MATERIAL SHALL BE REMOVED AND STORED ON -SITE AT A LOCATION TO BE DETERMINED. MATERIAL FOUND TO BE
ACCEPTABLE FOR REUSE SHALL BE STOCKPILED ON -SITE WITH APPROPRIATE EROSION CONTROL MEASURES IN PLACE.
19. THE SEED SOURCES FOR THE PLANT MATERIAL SHALL BE OBTAINED WITHIN 200 MILES OF THE PROJECT SITE. SEED MIXES
MAY BE USED FROM NURSERIES BEYOND THE 200 MILE LIMIT WITH THE APPROVAL OF THE PROJECT ENGINEER.
CONSTRUCTION SEQUENCING
SEEDBED PREPARATION NOTES
1. EROSION AND SEDIMENT CONTROL MEASURE TO BE MAINTAINED AS BASED ON FIELD
CONDITIONS.
2. LOOSE ROCKS, ROOTS, AND OTHER INSTRUCTIONS SHALL BE REMOVED FROM
SURFACE FOR SEEDBED PREPARATION.
3. AREAS TO BE SEEDED WILL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3"
DEEP.
4. IF SOIL TEST TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SOIL REPORT.
5. IF NO SOIL TEST TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SEEDING
SPECIFICATIONS.
6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH SOIL DURING
SEEDBED PREPARATION.
7. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN 2 DAYS AFTER MULCH
IS SPREAD.
8. REFERTILIZE IN SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
9. MAYBE MOWED ONCE OR TWICE PER YEAR.
10. RE -SEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SPECIFICATIONS
SEED TYPE MIX
SEEDING DATES
SEEDING RATES
INC Steep Slope Mix (ERNMX-310)
all dates
20 Ibs/acre
Native Habitat Strip Mine Mix (ERNMX-111)
all dates
20 Ibs/acre
Native Steep Slope w annual rye
Feb 15-Aug 15
60 Ibs/acre
(ERNMX-181)
Native Steep Slope w grain rye
Aug 15-Feb 16
75 Ibs/acre
(ERNMX-181-2)
SOIL AMENDMENTS
LIME -2000 Ibs/acre or follow recommendations from soil test.
FERTILIZER-1000 Ibs/acre 8-8-8 or 10-10-10, or follow recommendations from soil test.
MULCH-2000 Ibs/acre small grain straw, anchored properly.
EROSION CONTROL NOTES
1. EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH CAROLINA DEPARTMENT
1. A PRE -CONSTRUCTION MEETING SHALL TAKE PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES (DWR) STANDARDS AND
SPECIFICATIONS.
2. FIELD IDENTIFY DRILL PAD LOCATIONS WITH STAKE OR OTHER SIMILAR MARKER AND GPS COORDINATES.
2.
EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED
3. IDENTIFY ALL UTILITIES.
PRIOR TO ANY GRADING.
4. ESTABLISH ALL CONTROLS FOR PROPER LAYOUT OF DRILL PAD AND ACCESS PATH (AS NEEDED).
3.
EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE CHECKED WEEKLY AND AFTER
5. CLEAR AND GRUB AREAS, AS NEEDED, FOR INSTALLATION OF SILT FENCE AND/OR STRAW WATTLES AS SHOWN ON PLANS.
EACH STORM EVENT. EACH DEVICE MUST BE MAINTAINED OR REPLACED IF SEDIMENT
6. STABILIZE DRILL PAD FOR LEVEL SURFACE AND MAINTAIN EROSION AND SEDIMENT CONTROL.
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE.
7. MOBILIZE DRILLING EQUIPMENT AND CONDUCT DRILLING.
4.
CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 3H:1V)
WITHIN 7 CALENDAR DAYS, ALL MODERATE SLOPES (LESS THAN 3HAV) WITHIN 10
8. DEMOBILIZE DRILLING EQUIPMENT.
CALENDAR DAYS, AND FLAT SURFACES WITHIN 14 CALENDAR DAYS ACCORDING TO THE
9. STABILIZE, RENOVATE, AND SEED ALL DISTURBED AREAS.
SEEDING NOTES.
10. REMOVE EROSION AND SEDIMENT CONTROL ONCE GROUND COVER ESTABLISHED.
5.
FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN
COMPLETED, TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION SHALL BE PROVIDED AS SOON AS PRACTICAL, BUT IN NO CASE LATER THAN 7
DAYS AFTER COMPLETING THE WORK.
6.
NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION
OCCURS WHERE MUD, ROCKS, AND DEBRIS IS TRACKED ONTO PAVEMENT, THE
CONTRACTOR SHALL CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO
PREVENT FUTURE OCCURRENCES.
7.
ANY STOCKPILE AREAS SHALL USE TWO ROWS OF SILT FENCE.
8.
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY A
REPRESENTATIVE OF NCDEQ-DEMLR. A
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SECTION A -A
TYPE C - INTERNAL DRAINAGE. NOT CONNECTED TO
WATERS OF THE STATE AND DRAIN TO EXISTING
INTERNAL FEATURES SUCH AS MINE PIT. NO i 1 J
EROSION SEDIMENT CONTROL DEVICES NEEDED. j 80
J A
80'x4O' DRILL PAD 80'x40' / J
TYPE A - ADJACENT TO WETLAND OR STREAM: DRILL PAD
AREAS ADJACENT TO WETLANDS OR I ; / / PROPOSED
STREAMS INSTALL A COMBINATION OF SILT / i �/ DRILLHOLE
FENCE AND STRAW WATTLES OR HAY BALES '14
ON DOWNSTREAM SIDE.
i
40'
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4'
4' PROPOSED SUMP
---STRAW WATTLE/HAYBALE----------------
J /------- - --- SILT FENCE ------------
/ / A
PLAN
TYPICAL EROSION & SEDIMENTATION CONTROL MEASURES
J0 Scale: NTS
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5'-0" STEEL POST OF THE
SELF -FASTENER ANGLE STEEL
TYPE, 8'-0" O.C. WITH WIRE,
6'-0" WITHOUT WIRE
USE GEOTEXTILE A MIN. OF 36" IN
WIDTH AND FASTEN ADEQUATELY TO
THE POSTS USING WIRE A MIN. OF 32" IN
WIDTH AND WITH A MIN. OF 5 LINE
WIRES WITH 12" VERTICAL SPACING.
2"X2"X3' STAKES, EVERY 5'
STRAW WATTLES TO BE SET
PROTECTED AREA
AREA OF
DISTURBANCE
6"x6" TRENCH
WITH BACKFILL
SILT FENCE -STRAW WATTLE COMBINATION
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(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 121/2 GAUGE MIN.
'T
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN
STRAW WATTLES
PROTECTED AREA
ADJACENT ROLLS
SHALL 1 IGH I LY ABU I
STEEL POST, 8'-0" O.C.
GEOTEXTILE WITH 1212
GUAGE WIRE MESH
2"X2"X3' STAKES, EVERY
5' O.C. PER STRAW
WATTLE
" MAX.
8 MIN.
WIRE
GEOTEXTILE =m= __
NOTES
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USE GEOTEXTILE A MINIMUM OF
36 IN WIDTH AND FASTEN ADEQUATELY
TO THE POSTS AND WIRE AS DIRECTED.
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 5 LINE WIRES WITH 12" VERTICAL
SPACING.
PROVIDE 5'-0" STEEL POST OF
THE SELF -FASTENER ANGLE STEEL
TYPE.
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
NOTES
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH 1/4 INCH MESH OPENINGS.
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
POST 2 FT. DEEP MINIMUM.
ATTACH HARDWARE CLOTH TO POSTS WITH WIRE
STAPLE OR OTHER ACCEPTABLE METHODS.
SPACE POSTS A MAXIMUM OF 3 FT.
FOR INSTALLATION BETWEEN SECTIONS OF
SILT FENCE, EXTEND SEDIMENT CONTROL
STONE A MINIMUM OF 12" ON EACH SIDE OF
SPECIAL SEDIMENT CONTROL FENCE SECTION.
GEOTEXTILE ----_�
COMPACTED FILL-,,
-III-I I 811 I I I I -III -I I I_I I
41" STEEL POST 2'-0" DEPTH
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
.4 3 fit
VARIABLE DIMENSION -* 1/4WIRE MESH
SEDIMENT CONTROL STONE
2 ft
1 ft min
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SEDIMENT CONTROL STONE
1 ft min
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1/ WIRE MESH7
2 ft
PREPARED BY:
SN,/\/#
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ENVIRONMENTAL CONSULTANTS
SWCA
113 Edinburgh South Drive, Suite
120Cary North Carolina 27511
(p) 919.292.2200
www.swca.com
PREPARED FOR:
Jk ALBEMARLE
KINGS MOUNTAIN
CLEVELAND COUNTY
348 Holiday Inn Drive
Kings Mountain, NC 28086
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PROJECT #: 70316
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CROSS SECTION A A'
STABILIZED CONSTRUCTION ENTRANCE
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on fine post (Typ.)
Extension Arms (rYP.)
Tap Rail
Bottom of
Fence
2 in. Typ.
Line Post
Typ. — m
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typical all post
HIGHWALL SECURITY FENCE
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GRAVEL TRACKING
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FILTER FABRIC
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PERCENT SLOPE
OF ROADWAY
LENGTH OF ROAD REQUIRED
COARSE GRAINED SOILS
FINE GRAINED SOILS
0 TO 2%
50 FT.
100 FT.
2 TO 5%
100 FT.
200 FT.
OVER 5%
ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE (AS
PRESCRIBED BY LOCAL ORDINANCE OR OTHER COVERNING AUTHORITY
UNDISTURBED EARTH
NO SOIL TO BE
EXCAVATED
3 Strands
Barbed Wire
(om)
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OFF -ROAD STORAGE OR
STAGING AREAS. THE CONTRACTOR SHALL PROVIDE A STABILIZED CONSTRUCTION
ENTRANCE FOR EACH OFF -ROAD STORAGE AREA.
2. STONE SIZE TO BE 2" to 2-1/2" DIA.
3. DEPTH OF GRAVEL TO BE BASED ON SOILS BUT BE A MINIMUM DEPTH OF 3"
4. THE ABOVE -INDICATED STABILIZATION CONSTRICTION ENTRANCE TO BE USED AT
OFF -SITE STORAGE OR STAGING AREA, IF REQUIRED, AND OBTAINED BY THE
CONTRACTOR.
'\--- Finished
$ 91;� I% Grade
ai
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1.33 ft.
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Post
ISOMETRIC VIEW
SILT FENCE I
POST � 9 FT. �
2' WOODEN I
STAKE
2"
4 FT. -�
2 FT.
12" WATTLE
VIEW FROM SLOPE
SILT FENCE
SILT FENCE WATTLE OUTLET DETAIL
2 Scale: NTS
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE AND LENGTH OF 10 FT.
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLE ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED.
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE
STANDARD SPECIFICATIONS.
INSET A
FILL S'
1"-2" TRENCH
SIDE VIEW
ILT FENCE POST
INSET A
DOWNSLOPE STAKE
PREPARED BY:
SWCA
ENVIRONMENTAL CONSULTANTS
SWCA
113 Edinburgh South Drive, Suite
120Cary North Carolina 27511
(p) 919.292.2200
www.swca.com
PREPARED FOR:
Jk ALBEMARLE
KINGS MOUNTAIN
CLEVELAND COUNTY
348 Holiday Inn Drive
Kings Mountain, NC 28086
PROFESSIONAL SEAL:
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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.
Y)
N
D
N
Y)
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)
(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 of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the 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
5. Indication of visible sediment leaving the 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
7 calendar days
of the following shall be 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 as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the 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 of the required reports to the 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
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
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
Initial and date a copy of the 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 of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides 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.
. 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 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 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.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
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
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
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 planned to reduce, eliminate, and
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.
PREPARED BY:
SWCA
ENVIRONMENTAL CONSULTANTS
SWCA
113 Edinburgh South Drive, Suite
120Cary North Carolina 27511
(p) 919.292.2200
www.swca.com
PREPARED FOR:
A ALBEMARLE9
KINGS MOUNTAIN
CLEVELAND COUNTY
348 Holiday Inn Drive
Kings Mountain, NC 28086
PROFESSIONAL SEAL:
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PREPARED BY:
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SCALE IN FEET
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PREPARED BY:
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113 Edinburgh South Drive, Suite
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(p) 919.292.2200
www.swca.com
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Ak ALBEMARLE
KINGS MOUNTAIN
CLEVELAND COUNTY
348 Holiday Inn Drive
Kings Mountain, NC 28086
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