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PREPARED BY:
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DATE: 01/0412024
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PROJECT#: 70316
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PREPARED BY:
NOTES:
USE MINIMUM 12 IN.DIAMETER EXCELSIOR WATTLE AND LENGTH OF 10 FT.
GENERAL NOTES
SEEDBED PREPARATION NOTES EXCAVATE A i TO 2 INCH TOE ON FOR WATTLE TO BE PLACED.
1. THE PROJECT PLANS ARE INTENDED AS A GUIDE. THE ACTIVE DRILL HOLE PAD LIMITS WILL BE DETERMINED IN THE FIELD BY 1, EROSION AND SEDIMENT CONTROL MEASURE TO BE MAINTAINED AS BASED ON FIELD 00 NOT PLACE WATTLE ON TOE OF SLOPE. CAM
THE PROJECT GEOLOGIST/ENGINEER PRIOR TO DRILLING ACTIVITIES. DUE TO THE DYNAMIC CONDITIONS IN THE FIELD, CONDITIONS. ROAD USE 2 FT. MINIMUM
STAKES WITH A 2 IN. BY 2 IN. NDNLU.L$TAXE SECTION.
SWC
GRADE INSTALL A EDGE WATTLE
OF 2 O GROUND.
STARES AND 4 DOWNSLOPE STANES AT AN
3 DRILL HOLE LOCATION MAY VARY. 2. LOOSE ROCKS, ROOTS,AND OTHER INSTRUCTIONS SHALL BE REMOVED FROM FILL ANGLE TO STAPLES
WATTLE To GflODNO. ENVIRONMENTAL CONSULTANTS
MATERIAL
p 2. ALBEMARLE AND QRILLING CONTRACTOR{CONTRACTOR)TO ENSURE ALL LOCAL AND STATE PERMITS HAVE BEEN SURFACE FOR SEEDBED PREPARATION. PROVIDE STAPLES WiHE OF" IN IN.DIAMETER STEEL WIRE FORMED INTO A
U SHAPE HOT LESS THAN 12•' IN LENGTH. SWCA
OBTAINED PRIOR TO COMMENCING WORK. 3. AREAS TO BE SEEDED WILL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTIL INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENDS AS DIRECTED,
3. ALBEMARLE WILL DESIGNATE A SAFETY MANAGER ON SITE AND IS LEGALLY RESPONSIBLE FOR THE WORK, INCLUDING THE 4. IF SOIL TEST TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SOIL REPORT.
INSTALL TEMPORARY SILT PENCE IN ACCORDANCE WITH SECTION/SOS OF THE 113 Edinburgh South Drive,Suite
SAFETY OF WORKERS DURING ALL TIMES. 5. IF NO SOIL TEST TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SEEDING STANDARD SPECIFICATIONS.
e' ARE MARKED ON THE PLANS BOTH ABOVE AND BELOW GROUND)WITHIN THE MINE PERMIT BOUNDARY. SPECIFICATIONS. ��"CE `PIATTLE_` 120Cary North Carolina 27511
4. NO UTILITIES
CO) ALBEMARLE SHALL NOTIFY NC811 AT 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. ALBEMARLE AND 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH SOIL DURING (p)919.292.2200
THE CONTRACTOR SHALL ENSURE ADEQUATE TIME TO LOCATE UTILITIES PRIOR TO COMMENCING WORK SEEDBED PREPARATION. www.swca.com
TO
Uj THE
FIL INSET A L
1 7. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN 2 DAYS AFTER MULCH IS s
L 5 IF UNMARKED UTILITIES ARE DISCOVERED DURING WORK.THE PROJECT GEOLOGIST/ENGINEER AND SAFETY MANAGER
.
° WILL BE NOTIFIED IMMEDIATELY. SPREAD. rsalErRac VIEW PREPARE
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES, ROADS, AND ACCESS AREAS. DAMAGES 8. RE-FERTILIZE IN SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE,g_ MAY BE MOWED ONCE OR TWICE PER YEAR. ,"-2"'TRENCH
W WILL BE REPAIRED IN ACCORDANCE WITH THE UTILITIES OWNER.
10. RE-SEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. FILL L ,2 WATTLE
0 7. THE LOCATION OF THE AREAS PROPOSED FOR DISTURBANCE ARE APPROXIMATE. NO SURVEY HAS BEEN PERFORMED. SILT FENCE SILT FENCE POST
I--- �` Jk ALBEMARLE
8. THE CONTRACTOR SHALL AVOID ALL WETLAND AND STREAMS AND MAINTAIN A 50 FOOT BUFFER FROM CONSTRUCTION UPSLOPf STAKE
SEEDING SPECIFICATIONS 9TANE SILT FENCE
T 1+---•_4 FT -.1 z" SEE INSET A
c ACTIVITIES. i
0 9. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF NORTH CAROLINA Q
N 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
KINGS MOUNTAIN
SEED TYPE MIX SEEDING DATES SEEDING RATES //J CLEVELAND COUNTY
.z' STAPLE
o DRAWINGS. STORAGE AND PROTECTION OF MATERIALS AND STRUCTURES OFF THE SITE WILL BE BY OTHER
YIEW FROM SLOPE rive
� ARRANGEMENTS OF THE CONTRACTOR. DawNSLOPE STAKE 34$Holiday Inn
E 11. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION STAGING AREA CLEAN AND FREE OF TRASH AND EXCESS DEBRIS NC Steep Slope Mix(ERNMX-310) all dates 20 lbs/acre saor: vaEw Kings Mountain, NC 2$t)$6
°} FOR THE DURATION of THE PROJECT. SILT FENCE WATTLE OUTLET DETAIL
a
c 12, EXISTING FENCES, POLES, SIGNS, MAILBOXES, CURBS, SHRUBS, PAVEMENT, LAWN AREAS, AND OTHER SITE FEATURES 3PROFESSIONAL
SHALL BE REMOVED AND REPLACED OR REMOVED AND RESTORED IN KIND BY THE CONTRACTOR AS REQUIRED DURING Native Habitate Strip Mine Mix(ERNMX-111) all dates 20 Ibs/acre �����""�
CONSTRUCTION WORK. ALL WORK SHALL BE COORDINATED WITH SITE WORK PROVIDED FOR IN CONTRACT DOCUMENTS. Scale: NTS `�� �H CAR 0�
13. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR Native Steep Slope w annual rye ;�~��\��Q pF�ss/C�`�' 'y9f���%
W Feb 15-Aug 15 60 Ibs/acre ,
STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. (ERNMX-181)
= SEAL
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. Native Steep Slope w grain rye 040761
S Aug 15-Feb 15 75 Ibs/acre 5'-0"STEEL POST OF THE SELF-FASTENER ANGLE
15. ALL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO (ERNMX-181-2) STEEL TYPE, 8'-0"O.C. WITH WIRE, 6-0"WITHOUT f ,
ca INSTALLATION. WIRE / %,SOS ��k.`S. \
W 16. ALL EROSION CONTROL FABRICS AND STRAW WATTLE MATERIAL SHALL BE PROPERLY STOCKPILED AND HANDLED TO
SOIL AMENDMENTS J .�
cu USE GEOTEXTILE A MIN. OF 36" IN WIDTH AND FASTEN i GEOTEXTILE WITH 12'z ��HUA IC
L PREVENT DAMAGE TO THE APPROVED AND INSPECTED MATERIAL.
E 17. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE EROSION MEASURES THROUGHOUT THE DURATION OF LIME-2000 Ibslacre or follow recommendations from sail test. ADEQUATELY TO THE POSTS USING WIRE A MIN. OF 32" IN WIDTH I GUNGE WIRE MESH
_
THE PROJECT, INCLUDING G INSPECTION AND ANY REPORTING REQUIREMENTS PER THE PROJECT PERMIT PROVISIONS. AND WITH A MIN. OF 5 LINE WIRES WITH 12"VERTICAL SPACING.
Q 18. THE CONTRACTOR WILL DETERMINE THE ACCEPTABILITY FOR THE REUSE OF STRUCTURAL SOILS. UNACCEPTABLE FERTILIZER-1000 Ibslacre 8-8-8 or 10-10-10, or follow recommendations from Soil test. STRAW WATTLE
TTLE
MATERIAL SHALL BE REMOVED AND STORED ON-SITE AT A LOCATION TO BE DETERMINED. MATERIAL FOUND TO BE 2"X2"X3'STAKES, EVERY 5" O.C. PER STRAW WA
MULCH-2000 Ibs/acre small grain straw, anchored properly.
o ACCEPTABLE FOR REUSE SHALL BE STOCKPILED ON-SITE WITH APPROPRIATE EROSION CONTROL MEASURES IN PLACE. ADJACENT ROLLS
p SHALL TIGHTLY ABUT
STRAW WATTLES TO BE SET 3" BELOW GRADE
19. THE SEED SOURCES FOR THE PLANT MATERIAL SHALL BE OBTAINED WITHIN 200 MILES OF THE PROJECT SITE. SEED MIXES
Q MAY BE USED FROM NURSERIES BEYOND THE 200 MILE LIMIT WITH THE APPROVAL OF THE PROJECT ENGINEER. EROSION CONTROL NOTES
AREA OF STEEL POST, 8'-0"O.C.
NI 1. EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH CAROLINA DEPARTMENT PROTECTED AREA DISTURBANCE Z
OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES (DWR)STANDARDS AND AREA OF DISTURBANCE
o CONSTRUCTION SEQUENCING PROTECTED AREA
.� SPECIFICATIONS.
FLOW 2"X2"X3'STAKES, z
1. APRE-CONSTRUCTION MEETING SHALL TAKE PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED -� - _ -_ I- EVERY V O.C. W
I-I =I I-III= I{I-f I I-1 I I-1 I I-I iLU
-
c 2. FIELD IDENTIFY DRILL PAD LOCATIONS WITH STAKE OR OTHER SIMILAR MARKER AND GPS COORDINATES. PRIOR TO ANY GRADING. -III I I(_,,I I-III-I I-I PER STRAW F
Y _I I-III-III III-I I III- UNDISTURBED SOIL WATTLE
I 3. EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE CHECKED WEEKLY AND AFTER _ Z
co 3.IDENTIFY ALL UTILITIES. -III=III=I -III I I=�EACH STORM EVENT. EACH DEVICE MUST BE MAINTAINED OR REPLACED IF SEDIMENT I I. II I=I I=I I-III=I I(- 6"x6"TRENCH N .�
0 4. ESTABLISH ALL CONTROLS FOR PROPER LAYOUT OF DRILL PAD AND ACCESS PATH (AS NEEDED). -III-III-III=I (=
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE. -I I-1 WITH BACKFILL
IlMMAM
5_CLEAR AND GRUB AREAS, AS NEEDED, FOR INSTALLATION OF SILT FENCE AND/OR STRAW WATTLES AS SHOWN ON PLANS.
4. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 3H:1 V) I" Uj
J MMMMMMI W
v 6. STABILIZE DRILL PAD FOR LEVEL SURFACE AND MAINTAIN EROSION AND SEDIMENT CONTROL. WITHIN 7 CALENDAR DAYS,ALL MODERATE SLOPES (LESS THAN 3H:1V)WITHIN 10
E
° 7. MOBILIZE DRILLING EQUIPMEN T AND CONDUCT DRILLING. CALENDAR DAYS,AND FLAT SURFACES WITHIN 14 CALENDAR DAYS ACCORDING TO THE SILT FENCE-STRAIN WATTLE COMBINATION t�
0 SEEDING NOTES, Z Uj L Z
8.DEMOBILIZE DRILLING EQUIPMENT.
AND SEED ALL DISTURBED AREAS. 5. FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN Scale: NTS W
W 9.STABILIZE, RENOVATE, COMPLETED TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
W 10. REMOVE EROSION AND SEDIMENT CONTROL ONCE GROUND COVER ESTABLISHED. EROSION SHALL BE PROVIDED AS SOON AS PRACTICAL, BUT 1N NO CASE LATER THAN 7 Z W 1.11
4 DAYS AFTER COMPLETING THE WORK. MMMMMMI
� Z
U 8' MAX. WITH WIRE -------��-•-� Z
6. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION (s' MAX. WITHOUT WIRE
�""' -
OCCURS WHERE MUD, ROCKS, AND DEBRIS IS TRACKED ONTO PAVEMENT, THE .�
CONTRACTOR SHALL CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO = Uj
W
PREVENT FUTURE OCCURRENCES. MIDDLE AND VERTICAL WIRES
SHALL BE 12� GAUGE MIN. y;
7. ANY STOCKPILE AREAS SHALL USE TWO ROWS OF SILT FENCE. Ii W
Uj
8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY A TOP AND BOTTOM STRAND 24" MAX
c0
SHALL BE 10 GAUGE MIN. 7
� REPRESENTATIVE OF NCDEQ-DEMLR. (18" MIN.)co
(�
Uj
I
-+ -n WIRE
m m
- -
U \ , \ _ OR STREAMS. ' ' 03 "' GEOTEXTILE
WETLAND FROM WATERS OF THE r
TYPE B NOT ADJACENT T J
E \ ,, AREAS LOCATED DISTANT / �,
STATE,BUT WHERE SLOPES AND TOPOGRAPHY COULD / ,� �.` 4' m NOTES
�y 0 CAUSE RUNOFF IN THE DIRECTION OF WATERS OF THE j 6' r�. '�
USE GEOTEXTILE A MINIMUM OF GEOTEXTILE -- ---,� >
STATE.INSTALL STRAW WATTLES OR HAY BALES ON / �• +�;,-'J � v,`� I I 36" IN WIDTH AND FASTEN ADEQUATELY -r a
_._._.. d'cP ' DO - -
\ �. WNSLOPE OF DISTURBED AREA. / - SLOPE I I COMPACTED FILL
f• �, j + TO HE POSTS AND WIRE AS DIRECTED. Z
ti I r r ' ;,�� . 3.5' T USE WIRE A MINIMUM OF 32" w
f a
DRILL i
Q © - c �c /f IN WIDTH AND WITH A MINIMUM _ Trm -_
30'ACCESS PATH ! I PA _.. c,, �-�-� 3_6(-.t- OF 5ILINE WIRESTWITHMI2 MVERTICAL O
g
/ -11 I-1111 8"
N SPACING.
o __ - 40 F
/ ¢SRO?`O / PROVIDE 5'-0" S
1ST1N D1 f / / TELL POST 0 j CL
�.` ..j. ,. a = - r_ / cc c �.` j THE SELF-FASTENER ANGLE STEEL L „
/ j TYPE. 4„ STEEL POST 2 -0 DEPTH
j , t SECTION A-A m a
, / FOR MECHANICAL SLICING METHOD to
�" INSTALLATION, GEOTEXTILE SHALL 5' CWn
} ` / c i BE A MAXIMUM OF 18" ABOVE GROUND ---- O O
u� \ TYPE C-INTERNAL DRAINAGE.NOT CONNECTED TO f , EXTENSION OF GEOTEXTILE AND 3 ft
50'BUFFER \ 1 ~`�' // !j WATERS OF THE STATE AND DRAIN TO EXISTING SURFACE. WIRE INTO TRENCH
s INTERNAL FEATURES SUCH AS MINE PIT.NO i i / $p' 0
0 t + l 1 EROSION SEDIMENT CONTROL DEVICES NEEDED. A
f l + f NOTES
LLI Z
"C• VARIABLE t/q WIRE MESH Q G
�p rn 60'X4O'DRILL PAD j ` 80'x4O' +:i j l USE NO. 5 OR NO. 57 STONE FOR SEDIMENT DIMENSION
(a SEDIMENT CONTROL STONE Q
p f + DRILL PAD j + / ( CONTROL STONE. ul
f TYPE A-ADJACENT TO WETLAND OR STREAM: i i j LU
° -T i AREAS ADJACENT TO WETLANDS OR I �, + PROPOSE© oW.
z ; t STREAMS INSTALL A COMBINATION OF SILT t <Ir' j/ D ILLHOLE USE HARDWARE CLOTH 2d GAUGE WIRE MESH 2 fit 1 ft min F OC
+ i
{? 1 FENCE AND STRAW WATTLES OR HAY BALES +r WITH /q INCH MESH OPENINGS. to
O
{0,.''. INSTALL 5 FT. SELF FASTENER ANGLE STEEL _
aM7 i ON DOWNSTREAM SIDE. tf / i `� POST 2 FT. DEEP MINIMUM. W
c7
Q j f 40' ATTACH HARDWARE CLOTH TO POSTS WITH WIRE Z
\� STAPLE OR OTHER ACCEPTABLE METHODS, Q
\\ + ✓ r ,� �4' SPACE POSTS A MAXIMUM OF 3 FT. a
4' PROPOSED SUMP INSTALLATION BETWEEN SECTIONS OF WIRE MESH UJI
SILTRFENCE, EXTEND SEDIMENT CONTROL p Uj
STONE A MINIMUM OF 12" ON EACH SIDE OF SEDIMENT CONTROL STONE a
t SPECIAL SEDIMENT CONTROL FENCE SECTION.
fn ti ` + r / ____I- ---STRAW WATTLE/HAYBALE----------------
t I k I + I J SILT FENCE
i ft min 1
A WATER FLOW DATE: 01I0412024
PROJECT#: 70316
v PLAN C I li
STEEL POST - 2 ft DEPTH 0
SQ
m I/ WIRE MESH
2 ft
TYPICAL EROSION & SEDIMENTATION CONTROL MEASURES TYPICAL DRILL PAD SUMP LOCATION SILT FENCE SCALE IN FEET
Q SHEET
2 Scale: NTS
m 1 Scale: NTS
Scale: NTS
as
O
a

PREPARED BY:
LENGTH ACCORDING— PROPERTY BOUNDARY
ACCESS ROAD TO TABLE MIN.SQ FEET PERCENT SLOPE LENGTH OF ROAD REQUIRED SWCA
i OF ROADWAY COARSE GRAINED SOILS FINE GRAINED SOILS
0 TO 2% 50 FT. 100 FT.
z
• -� I � 2 TO 5% 100 FT. 200 FT. ENVIRONMENTALCONSULTANTS
_ , ,.
SWCA
mom ' � ' w OVER 5°lo ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE(AS
'- '� I PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY
18r+/- At s `� 10 OFFSET FROM BOUNDARY 113 Edinburgh South Drive,Suite
ro _.._:_. __ _���-.� _ 120Ca pNorth 292 20 27511
LU 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OFF-ROAD STORAGE OR , WWW.SWCa.COrn
(n STAGING AREAS.THE CONTRACTOR SHALL PROVIDE A STABILIZED CONSTRUCTION
O PLAN VIEW ENTRANCE FOR EACH OFF-ROAD STORAGE AREA.
2. STONE SIZE TO BE 2"to 2-112"DiA. PREPARED FOR:
3. DEPTH OF GRAVEL TO BE BASED ON SOILS BUT BE A MINIMUM DEPTH OF 3"
i 4- THE ABOVE-INDICATED STABILIZATION CONSTRICTION ENTRANCE TO BE USED AT I
W OFF-SITE STORAGE OR STAGING AREA,IF REQUIRED,AND OBTAINED BY THE 2.O0
! (
o GRAVEL TRACKING CONTRACTOR.
co SURFACE _A ALBEMARLE®
I
N HEIGHT VARIES _ _- -_ ' FILTER FABRIC 1 6.00'
r-�c. �c r ,c> -sue r-�
DEPENDENT ON I i 3 KINGS MOUNTAIN
ca z ''I 1 i'�Fs FIELD CONDITIONS GLEVELAND COUNTY
348 Holiday Inn Drive
iD UNDISTURBED EARTH g
NO SOIL TO BE Kings Mountain, NC 280$6
a- CROSS SECTION AN EXCAVATED
10•d0� 8.64' PROFESSIONAL SEAL:
CIaRI,,I,
W STABILIZED CONSTRUCTION ENTRANCE `� "`• •p�4J''-
o Scale: NTS TYPICAL SCREENING BERM CROSS—SECTION DETAIL SEAL -
_ -
044761
Scale: NTS I `_
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HOLLOW FIBER 44 W U fill
„ FILTRATION UNIT t�f�
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FINISH WATER TANK A HOLLOW FIBERCIP UMj
FILTRATION UNIT CHEMS W \i
' 271 270 TNK 202 'f .`' ---SAFETY SHOWER --
W
L - FINISH WATER TANK 8 - "'--OF-203 _
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PREPARED BY:
SECTION E:GROUND STABILIZATION PART Ili PART III PART iII
Required Ground Stabilization Timeframes SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING SWCA
Stabilize within this
ENVIRONMENTAL
0 many calendar Timeframe variations SECTION A: SELF-INSPECTION SECTION B: RECORDKEEPING SECTION C: REPORTING SWGA
0) Site Area Description days after ceasing Self-inspections are required during normal business hours in accordance with the table 1. E&SC Plan Documentation 1. Occurrences that Must be Reported
m land disturbance below. When adverse weather or site conditions would cause the safetyof the inspection 113 Edinburgh South Drive,Suite
n. The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: 120Cary North Carolina 27511
(a) Perimeter dikes, personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
2200
W swales, ditches, and 7 None which it is safe to perform the inspection. In addition, when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for p w w.sw a.com
n perimeter slopes greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be inspection at all times during normal business hours. wwwswca.com
o performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
3: (b) High Quality Water PREPARED FOR:
7 None were delayed shall be noted in the Inspection Record. • They are 25 gallons or more,
(HQW) Zones
Item to Document Documentation Requirements • They are less than 25 gallons but cannot be cleaned up within 24 hours,
LU (c) Slopes steeper than If slopes are 10' or less in length and are
Q Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a co • The cause sheen on surface waters (regardless of volume), or
c, 3;1 7 not steeper than 2:1, 14 days are q v copy y ( g �� �
Inspect (during normal inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date 1\ A L B E MA L E
a allowed • They are within 100 feet of surface waters (regardless of volume).
c business hours) locations dimensions and relative elevations and sign an inspection report that lists each
ro -7 days for slopes greater than 50' in (1)Rain gauge Daily Daily rainfall amounts. j
o shown on the approved E&SC plan. E&SC measure shown on the approved E&SC
ni length and with slopes steeper than 4:1 maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the
0 -7 days for perimeter dikes swales good working holiday periods, and no individual-day rainfall information is {c) Releases of hazardous substances in excess of reportable quantities under Section 311
.- Y p KINGS MOUNTAIN
initial installation of the E&SC measures or if
"' (d} Slopes 3:1 t0 4:1 14 ditches perimeter slopes and HQW order available, record the cumulative rain measurement for those un- of the Clean Water Act(Ref: 40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
' p p attended days (and this will determine if a site inspection is the E&SC measures are modified after initial CLEVELAND COUNTY
Zones (Ref: 40 CFR 302.4) or G.S. 143-215.85.
needed). Days on which no rainfall occurred shall be recorded as installation. 348 Holiday Inn Drive
-10 zero.
days for Falls Lake Watershed " " The permittee may use another rain-monitoring device Kings Mountain NC 28086
Y (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC g
li approved by the Division. Ian or complete,date and sign an inspection (d) Anticipated bypasses and unanticipated bypasses.
v (2) E$cSC At{east once per 1. Identification of the measures inspected, PROFESSIONAL SEAL:
ditches perimeter slopes and H W Zones report to indicate completion of the
(e) Areas with slopes ' p p Q Measures 7 calendar days 2. Date and time of the inspection,
g and within 24 3. Name of the person performing the inspection, construction phase.
.,.,, 14 -10 days for Falls Lake Watershed unless p p g p e Noncompliance with the conditions of this permit that may endanger health or the
flatter than 4:1 ( ) p P Y g �� CAR
hours of a rain 4. Indication of whether the measures were operating �� ��+ Q i
cc there is zero slope (c) Ground cover is located and installed Initial and date a copy of the approved E&SC �� 1 '.
environment. � �..•••••"••• /
W event>_1.0 inch in properly, pp p p ginspection �` `�Q,:�F S SI(j •?'q
�I 24 hours S. Description of maintenance needs for the measure, in accordance with the approved E&SC Ian or complete,date and sign an
Note: After the permanent cessation of construction activities, any areas with temporary p
'?5 ground stabilization shall be converted to permanent ground stabilization as soon as 6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved
O (3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications. 2. Reporting Timeframes and Other Requirements SEAL
� practicable but in no case longer than 90 calendar days after the last land disturbing - 040761
discharge 7 calendar days 2. Date and time of the inspection, (d) The maintenance and repair Complete, date and sign an inspection report. After a permittee becomes aware of an occurrence that must be reported, he shall contact
activity. Temporary ground stabilization shall be maintained in a manner to render the outfalls(00s) and within 24 3. Name of the person performing the inspection, y �'�'2�
requirements for all E&SC measures the appropriate Division regional office within the timeframes and in accordance with the % •`' '
W surface stable against accelerated erosion until permanent ground stabilization is achieved. hours of a rain 4. Evidence of indicators of stormwater pollution such as oil g '', ✓•'• FN�INEF� C� ,``
have been performed. other requirements listed below. Occurrences outside normal business hours may also be o •''•• •...•••• ,�`
� event>1.0 inch in sheen,floating or suspended solids or discoloration, q � Y
24 hours 5. Indication of visible sediment leaving the site, (e) Corrective actions have been taken initial and date a copy of the approved E&SC reported to the Departments Environmental Emergency Center personnel at(800) /0�UA ��
N 6. Description,evidence,and date of corrective actions taken. to E&SC measures. plan or complete,date and sign an inspection 858-0368.
:2 {4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record report to indicate the completion of the
Q site 7 calendar days of the following shall be made: corrective action.
and within 24 1. Actions taken to clean up or stabilize the sediment that has left Occurrence Reporting Timeframes(After Discovery)and Other Requirements
M hours of a rain the site limits,
o (a)Visible sediment • Within 24 hours, an oral or electronic notification.
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 deposition in a • Within 7 calendar days, a report that contains a description of the
Q 2.Additional Documentation to be Kept on Site stream or wetland sediment and actions taken to address the cause of the deposition.
releases. In addition to the E&SC Ian documents above,the following items shall be kept on the
p g p Division staff may waive the requirement for a written report on a UJ Z
N (5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Y q P
o wetlands onsite 7 calendar days stream has visible increased turbidity from the construction site and available for inspectors at all times during normal business hours, unless the case-by-case basis.
r or offsite and within 24 activity,then a record of the following shall be made: Division provides a site-Specific exemption based on Unique site conditions that make • If the stream is named on the NC 303(d) list as impaired for sediment- CZ
2 (where hours of a rain 1. Description,evidence and date of corrective actions taken,and this requirement not practical: related causes,the permittee may be required to perform additional ;G >r/� + O
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accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division monitoring,inspections or apply more stringent practices if staff U)
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. Z W
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(6)Ground After each phase 1. The phase of grading{installation of perimeter E&SC �(a) This General Permit as well as the Certificate of Coverage after it is received. determine that additional requirements are needed to assure compliance ,...�
(0 stabilization of grading measures,clearing and grubbing,installation of storm with the federal or state impaired-waters conditions. I Z
o (b)Oils ills and • Within 24 hours an oral or electronic notification. The notification (/)
measures drainage facilities,completion of all land-disturbing (b) Records of inspections made during the previous twelve months. The permittee shall p� � 0
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ti activity,construction or redevelopment,permanent release of shall include information about the date time nature volume and �"� > -�
y p p record the required observations on the Inspection Record Form provided by the ' ' M
ground cover). hazardous location of the spill or release. Q N 0 F- Q
pection form that includes all the required elements. Use of Z
E measures have been provided within the required electronically-available records in lieu of the required paper copies will be allowed if 1(b)-(c)above i` ~ W l W W
U timeframe or an assurance that they will be provided as shown to provide equal access and utility as the hard-copy records. �
o (c)Anticipated • A report at least ten days before the date of the bypass, if possible.
p soon as possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 0 G 0
3. Documentation to be Retained for Three Years Z W co Z
ffect of the bypass. ILL!
W NOTE:The rain inspection resets the required 7 calendar day inspection requirement. All data used to complete the a-NOI and all inspection records shall be maintained for a period (d) Unanticipated Within 24 hours,an Drat or electronic notification. CL LUQ
w of three years after project completion and made available upon request. [40 CFR 122.41] b
ypasses [40 CFR • Within 7 calendardays, a report that includes an evaluation of the i
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122.41(m)(3)] quality and effect of the bypass. Z m Z �
(e) Noncompliance • Within 24 hours,an oral or electronic notification. ., Q
Q with the conditions . Within 7 calendar days, a report that contains a description of the Z Z
U of this permit that noncompliance,and its causes;the period of noncompliance, ! %...o Z Q
may endanger including exact dates and times,and if the noncompliance has not _ l
health or the been corrected,the anticipated time noncompliance is expected to UJ W
environment[40 continue; and steps taken or planned to reduce, eliminate,and W
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6). W
• Division staff may waive the requirement for a written report on a < W
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