NCC221629_Site Plan or Location Map_20220427

EROSION CONTROL PLANS
PHASE 2: LOTS 79- 184
WAKE FOREST, NORTH CAROLINA
JANUARY 29, 2021
BUILDER
RYAN
5734 TRINITY
GENERAL APPROVED NOTES:
1. Construction details provided in this standard plan are NOT drawn to scale.
2. These details are for lots with less than one acre of land disturbance.
3. If the land disturbance on a single lot is greater than one acre, a custom plan should be submitted for the 30-day
review cycle that addresses berms/diversions and sediment storage traps and basins.
4. This document is a guideline to control sediment onsite for single family lots with a disturbed area of less than one
acre. Additional sediment control measures may be needed on a site -by -site basis.
5. Additional information on specification and installation guidelines can be obtained from the State Erosion and
Sedimentation Control Design Manual.
httDs://dea.nc.aov/about/divisions/enerav-mineral-land-resources/erosion-sediment-control
EROSION PERMIT NOTES:
1. A LAND DISTURBING (E&SC) PERMIT IS REQUIRED FOR PROJECTS OVER 0.50 ACRE. IF MULTIPLE LOTS WITH LAND DISTURBANCE OVER 0.50 ACRE
TOTAL ARE EITHER CONTIGUOUS OR NON-CONTIGUOUS IN THE SAME SUBDIVISION, BEING TAKEN DOWN BY THE SAME BUILDER/OWNER, A LAND
DISTURBING PERMIT IS REQUIRED. THE COST OF THE PLAN REVIEW AND PERMIT IS $500/ACRE ROUNDED UP (EX: 1.1 ACRES = 2 ACRES @ $500/ACRE
= $1000). THE FEE IS DUE AT TIME OF PLAN SUBMITTAL. DEVELOPER IS RESPONSIBLE FOR INFORMING BUILDER OF E&SC PERMIT REQUIREMENTS ON
INDIVIDUAL LOTS.
DISCLAIMER: Town of Wake Forest fees and charges are subject to change without notice. Please call 919-435-9443 to confirm current fees and
charges.
2. IF ADDITIONAL ACREAGE IS ADDED TO AN EXISTING PERMIT REVISED FORMS, PLANS, AND ANY ADDITIONAL FEES MUST BE SUBMITTED.
3. IF OWNERSHIP OF A PROPERTY HAS CHANGED A REVISED FRO MUST BE SUBMITTED.
4. IF A PROPERTY IS TAKEN OVER BY THE BANK, THE BANK SHALL CONTACT THE TOWN AND REPAIR ALL EROSION CONTROL MEASURES TO
TOWN/NCDENR STANDARDS. THEY SHALL ALSO SUBMIT A NEW FRO FORM.
5. IF A PROJECT IS NOT COMPLETE WITHIN TWO YEARS, THE PLANS MUST BE RENEWED AT $250/ACRE. A REVISED SET OF PLANS MAYBE SUBMITTED IF
ACREAGE HAS ALREADY BEEN DEVELOPED AND A CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED.
6. AN EROSION PRECONSTRUCTION MEETING MUST BE HELD WITH THE TOWN OF WAKE FOREST PRIOR TO START OF ANY WORK, INCLUDING
INSTALLATION OF EROSION CONTROL MEASURES, DEMOLITION, CUTTING TREES, AND GRUBBING. CALL ENGINEERING AT [phone] TO SET UP
A MEETING. ALL PLANS MUST BE SIGNED AND COPIES RETURNED BACK TO THE TOWN 1 WEEK PRIOR TO PRECONSTRUCTION MEETING.
7. THE OWNER, GENERAL CONTRACTOR, GRADING COMPANY, AND EROSION CONTROL INSTALLER MUST BE PRESENT AT THE PRECONSTRUCTION
MEETING.
8. THE E&SC PERMIT AND NPDES GENERAL STORMWATER PERMIT WILL BE GIVEN OUT AT THIS MEETING.
E&SC CONSTRUCTION SEQUENCE NOTES:
1. AFTER THE PRECONSTRUCTION MEETING IS HELD, THE CONTRACTOR CAN INSTALL INITIAL EROSION CONTROL MEASURES ONLY. THIS INCLUDES BUT
IS NOT LIMITED TO CONSTRUCTION ENTRANCE, SILT FENCE, PERIMETER DIVERSION DITCH, CHECK DAMS (ROCK OR WADDLE TYPE), TREE
PROTECTION FENCE, EXISTING INLET PROTECTION, SKIMMER SEDIMENT BASINS, AND SEDIMENT TRAPS. CLEAR ONLY AS NECESSARY TO INSTALL
THESE MEASURES.
2. CONTRACTOR IS RESPONSIBLE FOR E&SC WEEKLY INSTALLATION AND MAINTENANCE LOG INCLUDING DATES OF TEMPORARY/PERMANENT GROUND
COVER, A RAIN GAGE, COPY OF TOWN OF WAKE FOREST (ToWF) SIGNED PLANS ONSITE, REVISED SIGNED PLANS, NPDES LOG, AND CONSTRUCTION
BOX MUST BE PRESENT AND EASILY ACCESSIBLE ONSITE.
3. ONCE MEASURES ARE INSTALLED, CONTRACTOR/FRO TO CALL ToWF FOR AN INITIAL INSPECTION. IF SITE PASSES INSPECTION, A CERTIFICATE OF
COMPLIANCE WILL BE ISSUED. CONTRACTOR CAN NOW BEGIN CLEARING, GRUBBING, AND GRADING.
4. CONTRACTOR TO MAINTAIN ACCESS ROAD FOR EMERGENCIES AT ALL TIMES.
5. PHASE PROJECT TO LEAVE AS LITTLE GROUND OPEN AS POSSIBLE.
6. TEMPORARILY SEED, STRAW AND TACK OR HYDROSEED WITHIN 14 DAYS OF ANY PHASE OF GRADING, INCLUDING SLOPES. SEED BASINS AND
DITCHES IMMEDIATELY AFTER CONSTRUCTION.
7. PRIOR TO REMOVAL OF TEMPORARY MEASURES, TOWN MUST APPROVE REMOVAL. ALL AREAS ABOVE TEMPORARY MEASURE MUST HAVE 85%
GROUND COVER.
8. THE TOWN OF WAKE FOREST CONSTRUCTION INSPECTOR WILL EVALUATE THE SITE AT LEAST ONCE A MONTH. A COPY OF THE INSPECTION FORM
WILL BE EMAILED TO THE FRO. THE WEEKLY EROSION LOG AND NPDES LOG MUST BE ONSITE AND AVAILABLE FOR REVIEW.
RALBISH,
PHONE:
HOMES
ROAD,
919
SUITE
NC 27607
-233-0793
NOrthT8�
Car
olina��
200
VICINITY MAP
SCALE: 1 "=1200'
INDEX OF DRAWINGS
SHEET 1 COVER SHEET
SHEET 2 SITE PLAN 1
SHEET 3 SITE PLAN 2
SHEET 4 SITE PLAN 3
SHEET 5 TYPICAL LOT ESC MEASURES
SHEET 6 STANDARD ESC DETAILS
SHEET 7 STANDARD ESC DETAILS
LOT AREA TABLE
Lot #
LOD (AC)
LOD (SF)
79
0.12
5355
80
0.12
5355
81
0.12
5355
82
0.13
5742
83
0.16
6997
84
0.18
7828
85
0.20
8819
86
0.17
7353
87
0.20
8745
88
0.19
8167
89
0.16
6996
90
0.15
6707
91
0.14
6278
92
0.17
7291
93
0.19
8233
94
0.21
9012
95
0.17
7338
96
0.18
7926
97
0.20
8923
98
0.26
11309
99
0.36
15898
100
0.28
12104
101
0.19
8416
102
0.16
7066
103
0.13
5587
104
0.13
5582
105
0.13
5582
106
0.13
5582
107
0.13
5582
108
0.13
5582
109
0.13
5497
110
0.13
5497
111
0.13
5583
112
0.13
5583
113
0.13
5583
114
0.13
5583
LOT#
LOD (AC)
LOD (SF)
115
0.13
5583
116
0.13
5583
117
0.13
5583
118
0.13
5583
119
0.13
5584
120
0.13
5584
121
0.13
5584
122
0.13
5584
123
0.13
5584
124
0.16
6822
125
0.32
14014
126
0.29
12516
127
0.34
14701
128
0.13
5873
129
0.15
6471
130
0.16
6908
131
0.16
7085
132
0.16
7134
133
0.16
7077
134
0.16
7117
135
0.17
7571
136
0.13
5649
137
0.13
5661
138
0.21
9045
139
0.24
10346
140
0.22
9511
141
0.20
8535
142
0.18
7683
143
0.13
5630
144
0.13
5742
145
0.12
5355
146
0.12
5355
147
0.12
5355
148
0.13
5754
149
0.13
5839
150
0.13
5840
NOTE: TOTAL LIMIT OF DISTURBANCE IS 16.61 ACRES
LOT #
LOD (AC)
LOD (SF)
151
0.13
5839
152
0.13
5840
153
0.13
5840
154
0.13
5839
155
0.16
7083
156
0.16
6861
157
0.17
7475
158
0.16
6916
159
0.13
5615
160
0.13
5839
161
0.13
5839
162
0.13
5839
163
0.13
5839
164
0.13
5839
165
0.13
5839
166
0.13
5754
167
0.13
5666
168
0.13
5839
169
0.13
5839
170
0.13
5839
171
0.13
5839
172
0.13
5839
173
0.13
5833
174
0.26
11455
175
0.13
5840
176
0.13
5840
177
0.13
5840
178
0.13
5840
179
0.13
5840
180
0.13
5840
181
0.13
5840
182
0.13
5839
183
0.13
5840
184
0.13
5696

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DATE REVISIONS JOB NO.: 20454
SCALE: AS SHOWN
DATE: 01 /29/21
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OVERALL EROSION CONTROL PLAN
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LOTS 79-109, 167-184
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ENGINEER'S SEAL TOWN OF WAKE FOREST WAKE COUNTY, NC
DATE REVISIONS JOB NO.: 20454
SCALE: 1 " = 50'
■ DATE: 01 /29/21
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ENGINEER'S SEAL TOWN OF WAKE FOREST WAKE COUNTY, NC
DATE REVISIONS JOB NO.: 20454
SCALE: 1 " = 50'
■ DATE: 01 /29/21
■ DRAWN BY: PL
50 0 50 100 150
DESIGN BY: PL
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SCALE 1 " = 50' REVIEW BY: JG
SHEET: 4 OF 7
V7

SILT FENCE
OUTLET
TYPE A
SILT FENCE
OUTLET
TYPE D
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE:
SILT FENCE
OUTLET
SILT FENCE
SILT FENCE
OUTLET
SILT FENCE
OU7
J FENCE
CONSTRUCTION
ENTRANCE
SILT FE_
OUT
TYPE B
TYPE E
SILT FENCE
ONSTRUCTION
NTRANCE
NOTES:
SILT FENCE
OUTLET
TYPE C
SILT FENCE
OUTLET
SILT FENCE
ONSTRUCTION
ENTRANCE
I. WRAP EACH INDIVIDUAL LOT WITH SILT FENCE ON ALL SIDES
AND INSTALL SILT FENCE OUTLETS SHOWN ON
SCHEMATIC/DIAGRAM.
2. THESE DETAILS ARE FOR ONLY LOTS WITH DISTURBED AREA
LESS THAN AN ACRE.
3. IF THE DISTURBED AREA IS GREATER THAN AN ACRE, A PLAN
SHOULD BE SUBMITTED FOR THE 30-DAY REVIEW CYCLE. THE
PLAN SHOULD ADDRESS BERM/DIVERSION AND SEDIMENT
TRAP/BASIN.
4. IF MULTIPLE LOTS SHARE SILT FENCE WITH NONE INSTALLED
BETWEEN THE LOTS, A REVISED PLAN WILL BE REQUIRED AND
A NOV WITH CIVIL PENALTY WILL BE ISSUED.
5. INLETS DOWNSTREAM FROM DISTURBANCES SHOULD BE
PROTECTED STREETS SHOULD BE SWEPT AT A MINIMUM
DAILY, AND MEASURES REMOVED OR DAMAGED BY
SUB -CONTRACTORS OR UTILITIES SHALL BE RE -INSTALLED AT
THE END OF THE WORK DAY.
6. DETAILS FOR SILT FENCE, SILT FENCE OUTLET, CONSTRUCTION
ENTRANCE AND OTHER MEASURES ARE PROVIDED ON OTHER
PAGES.
7. NONE OF THE DETAILS ARE DRAWN TO SCALE.
8. IF LOTS ARE CONTIGUOUS, LOTS CAN NOT SHARE THE SILT
FENCES. EACH LOT NEEDS TO HAVE THEIR INDIVIDUAL SILT
FENCES. THIS WOULD MEAN THERE SHOULD BE MINIMUM
TWO SILT FENCES BETWEEN THE LOTS.
TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES
Fmlkw

MINIMUM 10 c
LINE WIRES
11 FRONT VIEW
NOTES:
STEEL POST
WOVEN WIRE FABRIC
1. USE SILT FENCE ONLY WHEN DRAINAGE
AREA DOES NOT EXCEED 1/4 ACRE AND
SILT FENCE FABRIC
NEVER IN AREAS OF CONCENTRATED FLOW.
2. REMOVE DEPOSITED SEDIMENT WHEN 50%
CAPACITY IS REACHED AND AS NEEDED TO M
=
PROVIDE STORAGE VOLUME FOR THE NEXT
FILL SLOPE
oe_—GRADE
RAIN EVENT AND TO REMOVE HYDRAULIC
PRESSURE ON THE SILT FENCE.
z
3. INSPECT SILT FENCE WEEKLY AND AFTER
EACH RAIN EVENT.
8" MINIMUM COVER OVER
SKIRT '
ANCHOR SKIRT AS DIRECTED
BY ENGINEER "
ri
SIDE VIEW
STANDARD TEMPORARY SILT FENCE DETAIL
EFFECTIVE: 2/15/19
V MIN.
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE
OUTLET IS COVERED. FRONT VIEW
2. REPLACE STONE AS NEEDED TO FACILITATE
DEWATERING.
3. STONE OUTLETS SHOULD BE PLACED ON STEEL FENCE POST
LOW ELEVATION AREAS OF SILT FENCE, STEEL FENCE POST
AND BASED ON FIELD CONDITIONS. WIRE FENCE SET MAX 2' APART
4. PER NCG-01, INSPECT OUTLET AT LEAST HARDWARE CLOTH MIN. 18" INTO SOLID
ONCE A WEEK AND AFTER EACH RAIN GROUND
EVENT. COMPLETE ANY REQUIRED REPAIRS
IMMEDIATELY. FRESHEN STONE WHEN
SEDIMENT ACCUMULATION IS 6 INCHES OR FILTER OF #57
AS NEEDED. KEEP MESH FREE OF DEBRIS TO WASHED STONE
PROVIDE ADEQUATE FLOW. c$
3' FILTER FABRIC
ON GROUND
0 Q
QjO° O�
IMUM 12-1/2 GAUGE
RMEDIATE WIRES
GRADE
BURY WIRE FENCE AND HARDWARE CLOTH / BURY 8" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
A SECTION VIEW
coUNT
ORTHCAROL
IN STANDARD TEMPORARY SILT FENCE OUTLET DETAIL
EFFECTIVE: 2/15/19
EXISTING
ROADWAY
�1l;�II►[�3.7d�I
ATOALIN EFFECTIVE: 2/15/19
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
11!11" 2"-3" STONE TO BE USED ld;7h
(SURGE STONE OR RAILROAD BALLAST)
PI ANI \/IF\A/
SILT FENCE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
A-5
NOTES:
1. INSTALL SILT FENCE OR TREE PROTECTION
FENCE ADJACENT TO CONSTRUCTION ENTRANCE
TO DIRECT VEHICLES TO DRIVE ON STONE.
2. IF MUD IS NOT REMOVED FROM THE VEHICLES
TRAVELING OVER THE STONE, THEN THE TIRES
OF THE VEHICLES MUST WASHED BEFORE
ENTERING THE PUBLIC ROAD OR THE
CONSTRUCTION ENTRANCE MUST BE
10—FT OR WIDTH OF
LENGTHENED. SWEEP STREETS IMMEDIATELY IF
PROPOSED STREET,
MUD IS TRACKED OFFSITE ONTO PUBLIC ROADS.
WHICHEVER
3. MAINTAIN CONSTRUCTION ENTRANCE IN A
GREATER.
CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEAVING THE SITE. ENTRANCE WILL
REQUIRE PERIODIC REMOVAL OF
SEDIMENT -LADEN STONE AND REPLACEMENT
WITH FRESH STONE. IMMEDIATELY REMOVE ALL
MUD/SEDIMENT/ROCK TRACKED OFF THE LOT.
NEW
CONSTRUCTION
30'-0* MINIMUM
NAY �T
V MIN.
=11=11 II :I ' II II=11 11=11:-11:-11 11=11 II 11:-11=11=
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE DETAIL
PI A KI \/I F\A/
A
NORTH TOLIN
EFFECTIVE: 2/15/19
ED
TO
Fl
W
1:
M
T
B
SECTION VIEW
NOTES
INLET PROTECTION WILL REQUIRE PERIODIC REMOVAL
OF SEDIMENT -LADEN STONE AND REPLACEMENT WITH
FRESH STONE. INSPECT PERIODICALLY AND REPLACE
STONE AS NEEDED. KEEP MESH FREE OF DEBRIS TO
PROVIDE ADEQUATE FLOW.
STANDARD INLET PROTECTION DETAIL
A— /
Temporary seeding recommendations for late Winter/Early Spring
Temporary seeding recommendations for Summer
Temporary seeding recommendations for Fall
Seeding Mixture
Seeding Mixture
Seeding Mixture
Species Rate (Lb/acre)
Species Rate (Lb/acre)
Species Rate (Lb/acre)
Rye (green) 120
German millet 40
Rye 120
Annual lespedeza (Kobe in
Piedmont and Costal Plain,
Korean in Mountains) 50
Seeding dates:
Seeding dates:
Mountains- May 15-Aug 15
Mountains- Aug 15 - Dec 15
Piedmont- May 1 -Aug 1
Piedmont- Aug 15 - Dec 30
Omit annual lespedeza when duration of temporary cover is not to
Costal Plain- April 15- Aug 15
Costal Plain- Aug 15 - Dec 15
extend beyond June.
Seeding dates:
Soil Amendments:
Soil Amendments:
Mountains- Above 2,500 feet: Feb 15- may 15
Follow recommendations of soil tests or apply 2,000 lb/acre
Follow recommendations of soil tests or apply 2,000 lb/acre
Below 2,500 feet: Feb 1-May 1
ground agricultural limestone and 750 lb/acre 10-10-10
ground agricultural limestone and 750 lb/acre 10-10-10
fertilizer.
fertilizer.
Soil Amendments:
Follow recommendations of soil tests or apply 2,000 lb/acre ground
Mulch:
Mulch:
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Apply 4,000/lb/acre straw. Anchor straw by asphalt tack,
Apply 4,000/lb/acre straw. Anchor straw by asphalt tack,
netting or a mulch anchoring tool. A disk with blades set
netting or a mulch anchoring tool. A disk with blades set
Mulch:
nearly straight can be used as a mulching anchoring tool.
nearly straight can be used as a mulching anchoring tool.
Apply 4,000/lb/acre straw. Anchor straw by asphalt tack, netting or
a mulch anchoring tool. A disk with blades set nearly straight can be
Maintenance:
Maintenance:
used as a mulching anchoring tool.
Re -fertilize if growth is not fully adequate. Reseed, re -fertilize
Repair and maintain damaged areas immediately. Topdress
and mulch immediately following erosion and other damage.
with 50 lb/acre of nitrogen in March. If it is necessary to
Maintenance:
extend temporary cover beyond June 15, overseed with 50
Re -fertilize if growth is not fully adequate. Reseed, re -fertilize and
lb/acre Kobe (Piedmont and Costal Plain) or Korean
mulch immediately following erosion and other damage.
(Mountains) lespedeza in late February or early March.
7CAR
OLIN
EFFECTIVE: 2/15/19
A
COUNT
ORTH CAROLIN
EFFECTIVE: 2/15/19
PERMANENT SEEDING REQUIREMENTS
1. Permanent seeding, sodding, or other means of stabilization are required when all construction work is completed according to the stabilization
timeframes in the above tables.
2. A North Carolina Department of Agriculture Soils Test (or equal) should be obtained for all areas to be seeded, sprigged, sodded or planted.
Recommended fertilizer and pH adjusting products should be incorporated to the soil.
3. Use a seeding mix of non-invasive, native species that will eventually provide a permanent groundcover. Recommendations for surface stabilization
may be found at:
h :// ortal.ncdenr.or web/lr/ ublications.
4. Immediate vegetative cover will always require additional fertilization, soil tests, overseeding and maintenance until permanent vegetative cover is
established.
SEEDING REQUIREMENTS
NPDES GROUND STABILIZATION TIMEFRAMES
A-13
GROUND STABILIZATION REQUIREMENTS
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
GROUND STABILIZATION REQUIREMENTS FOR FALLS LAKE WATERSHED
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
NPDES GROUND STABILIZATION TIMEFRAMES TABLE
A-12
CONSTRUCTION SITE WASTE MANAGEMENT AND SPILL CONTROL
Per the NCG-01, the Construction Site Pollution Prevention Plan should include the following elements:
1. Material Inventory
Document the storage and use of the following materials:
a. Concrete
b. Detergents
c. Paints (enamel and latex)
d. Cleaning solvents
e. Pesticides
f. Wood scraps
g. Fertilizers
h. Petroleum based products
2. Good housekeeping practices
a. Store only enough product required to do the job.
b. All materials shall be stored in a neat, orderly manner in their original labeled
containers and covered.
c. Substances shall not be mixed.
d. When possible, all of a product shall be used up prior to disposal of the container.
e. Manufacturers' instructions for disposal shall be strictly adhered to.
f. The site foreman shall designate someone to inspect all BMPs daily.
3. Waste management practices
a. All waste materials shall be collected and stored in securely lidded dumpsters in a
location that does not drain to a waterbody.
b. Waste materials shall be salvaged and/or recycled whenever possible.
c. The dumpsters shall be emptied a minimum of twice per week, or more if necessary.
The licensed trash hauler is responsible for cleaning out dumpsters.
d. If fertilizer bags cannot be stored in a weather-proof location, they shall be kept on a
pallet and covered with plastic sheeting which is overlapped and anchored.
4. Equipment maintenance practices
a. If possible, equipment should be taken to off -site commercial facilities for washing
and maintenance.
b. If performed on -site, vehicles shall be washed with high-pressure water spray without
detergents in an area contained by an impervious berm.
c. Drip pans shall be used for all equipment maintenance.
d. Equipment shall be inspected for leaks on a daily basis.
e. Fuel nozzles shall be equipped with automatic shut-off valves.
All used products such as oil, antifreeze, solvents and tires shall be disposed of in
accordance with manufacturers' recommendations and local, state and federal laws
and regulations.

PLAN VIEW
(BELOW GRADE)
to-
o_
O5 C�
1
1
Z ,
U
I r
10 MIL. PLASTIC
LINER WITH #57 STONE
I01-0" (20'-0" TOTAL)
I 3,-0„
I
(60" TOTAL BOTTON 1i I 2' 0" I 1'-0" I 2' O"
I
I
10 MIL. PLASTIC
LINING
0.5
lr
SECTION A -A
0.5
0
r 3151 p4�
{31S�OPP
ANCHOR I -I I I
PLASTIC LINER I 1=1 1 1- 1 ,,
WITH 057 STONE
(1/2 SECTION)
EXCAVATED PIT WITH STONE SUPPORT
NOT TO SCALE
STONE SUPPORT NOTES:
2. The "concrete washout" sign shall be installed within 30 ft of the temporary concrete washout facility.
3. Pit capacity is minimum of 6 cu f t per 10 cu yd of concrete.
4. Contractor to coordinate with usage contracting officer for proper disposal of concrete.
I g g P Pe P I
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
scaCONCRETE WASHOUT Not To Scale 9`76 To
TOWN of
WAKE FOREST PIT DETAIL Revision Date: Sheet#:
Feb., 2015 1 of 4
STAPLES, (2) PER BALE
WOOD OR METAL i
STAKES Q PER BALE) �I
10 MIL. PLASTIC LINING
(SHOW CUT AWAY FOR CLARITY)
NATIVE MATERIAL (OPTIONAL) -
I 5'-0" MIN. (10' MIN. TOTAL) ,
I
STAPLES, (2) PER BALE
I
BINDING WIRE--
I
I
I 10 M Li PLASTIC LINING
STRAW
BALES
1p- IL LL_XI r 1L •'
b.
-��,Fw� (ABOVE GRADE)
2'-0"
315�/
WOOD OR META I SECTION C-C
STAKES (2 PER BALE)
(1 /2 SECTION)
ELEVATED PIT WITH STRAW BALE DETENTION WALLS
NOT TO SCALE
STRAW BALE DETENTION NOTES:
I _ Actual layout to be determined in field.
2. The "concrete washout" sign shall be installed within 30 ft of the temporary concrete washout facility.
3. Pit capacity is minimum of 6 cu f t per 10 cu yd of concrete.
Contractor to coordinate with usage contracting officer for proper disposal of concrete.
TOWN of WAKE FOREST, NC
Manual of Specif ications, Standards and Design
CONCRETE WASHOUT Detail#:
Not To To Scale 9.76
TOWN of Revisioni?ate: S1,eet4
WAKE FOREST PIT DETAIL Feb, 2015 3 of 4
\ / PLAN VIEW
BELOW GRADE)
jo-
o ¢�`� o � moo•
,ti6 O� sQ o>
100
,1
11
+_O" SQ
BOTTOM SEE NOTE 3
10 MIL. PLASTIC LINING
\
ANCHOR PLASTIC LINER
WITH AN ADEQUATE
AMOUNT OF SANDBAGS
10'-0" (2G-0" TOTAL)
2'-O"
(47-0" TOTAL
BOTTOM) I Y-0"
1'-0 7'-0„
2'-0"
0
m
10 MIL.
PLASTIC
3151%
-III-III-III_ ANCHOR PLASTIC
I
_ I I
�- LINER WITH AN
ADEQUATE AMOUNT
OFSANDBAGS
(1 /2 SECTION)
EXCAVATED PIT WITH SAND BAG SUPPORT
NOT TO SCALE
SAND BAG SUPPORT NOTES:
2. The"concrete washout" sign shall beinstalled within 30 ft of the temporary con r to washout facility.
3. Pit capacity is minimum of 6 cu It per 10 cu d of concrete.
I P Y P Y I
4. Contractor to coordinate with usage contracting office[ for proper disposal of concrete.
TOWN of WAKE FOREST, NC
Manual of Specif ications, Standards and Design
CONCRETE WASHOUT Detail#
Not To To Scale 9.76
TOWN of
WAKE FOREST PIT DETAIL Revision Date: Sheet#.
Feb, 2015 2 of 4
PLYWOOD 48"x24"
C O N C R E T E °IIIi
I°CONCRETE
PAINTED WHITE
i i I
BLACK LETTERS
W A S H 0 U T
6' HEIGHT
I°I
I I
0.5" LAG
SCREWS
0
m
WOOD POST
Tx3"x8'
I I I I
I I I I
I I I I
I I I I
I I I I
O I I I I
I I I [
I I I I
I I I i
I I I I
LJ LI
SIGN DETAIL
(OR EQUIVILANT)
CONCRETE WASHOUT DETAIL NOTES
Concrete washouts are used to contain concrete and liquids when the chutes of concrete mixers and hoppers of concrete pumps are rinsed out
after delivery. The washout facilities consolidate solids for easier disposal and prevent runoff of liquids. The wash water is alkaline and
contains high levels of chromium, which can leach into the ground and contaminate groundwater. It can also migrate to a storm drain, which
can increase the pH of area waters and harm aquatic life. Revised NPDFS and NC General Construction Permits require the use of concrete
washout areas on all sites using concrete:
1. No concrete or cement slurry shall be discharged from the site.
2, Any hardened concrete residue shall be disposed of, or recycled on site, in accordance with local and state solid waste regulations.
3. Concrete washout area to be minimum 50' f rom storm drain inlets and surface waters ie detention and ditches etc).
p ,
4. Prefabricated washout container or pit equal detail provided may be used if approved by Engineer.
5. Install concrete washout pit at all construction entrances used by concrete trucks.
6. Dimensions may be modified to fit topography. Provide minimum 100 Sf. of surface area level.
7. Locations shown on plans are for illustrative purposes only. Contractor shall determine final number of pits required, and their
placement.
8. Inspection:
a. Contractor to check all concrete washout facilities daily to determine if they have been filled to 75%capacity, which is when
materials need to be removed.
b. Both above- and below- ground self -installed washouts should be inspected daily to ensure that plastic linings are intact and
sidewalls have not been damaged by construction activities. Contractor to repair plastic lining as needed.
c. Prefabricated washout containers should be inspected daily as well to ensure the container is not leaking or nearing 75 percent
capacity.
d. Inspectors should also note whether the facilities are being used regularly.
6. Material Removal:
a. Concrete washouts are designed to promote evaporation where feasible. However, if stored liquids have not evaporated and the
washout is nearing capacity, vacuum and dispose of them in an approved manner - check with the local sanitary sewer authority to
determine if there are special disposal requirements for concrete wash water.
b. Remove liquids or cover the structures before predicted rainstorms to prevent overflows. Companies that offer prefabricated and
watertight washout containers generally offer a vacuum service to remove the liquid material.
c. Contractor to remove hardened solids or reuse onsite or haul them away for recycling.
d. When removing materials from the concrete washout, building
a new structure or, if the previous structure is still intact,
Contractor is to inspect the structure for signs of weakening
or damage and make any necessary repairs. Line the
structure with new plastic that is free of holes or tears and
replace signage if necessary. It is very important that new
plastic is used after every cleaning because pumps and
concrete removal equipment can damage the existing liner.
7. At completion of project, washout area to be backf illed and graded to be level with existing grade..
S. General Contractor is to educate concrete subcontractors, post signage indicating the location and designated use of these areas, and
provide careful oversight to inspect for evidence of improper dumping of concrete waste and wash water. Contractor should include
requirements in contracts with concrete delivery companies that drivers must use designated concrete washout facilities.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
A4* CONCRETE WASHOUT Detail«
Not To To Scale 9.76
TOWN of
WAKE FOREST PIT DETAIL RevisionFeb., 2015 2015 Sheet
4 of 4
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
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 Handling
sections of the NCGOI 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.
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
HQ W 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,
le) Areas with slopes
ditches, perimeter slopes and HOW 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 that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary stabilization
Permanentstablitzation
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining waits
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAM5) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC 0WR List of Approved PAMS/Ffocculants.
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.
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.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain stream orwetland.
a
P Y
S. 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.
Y. Empty waste containers as needed to prevent overflow. Clean u immediately if
PY P P Y
containers overflow.
S. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at 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.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet awayfrom 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.
UNSIlE CONCRETE WASHUUT
STRUCTURE WITH LINER
*-::
pRaar[I� wa i� o auto[ orw•,Ru ffJCTrd • � � e�,r wna� ,[,Pion p
elan` = a,a. awQ. ewt
HELav GRAHE�4WiIT SS RUCTURL ABINE MAli STRIICTIIRE
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
P P
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.
S. 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 approximatety 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.
'� NORTH CA RO L I NA 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
�i Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
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 decayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspecalon records must include:
business hours)
(1)Raingwim
daily
Daily raining amounts.
maintained h
If no daily rain gauge observations are made during weekend or
Good working
holiday periods, and no individual -day rainfall Information Is
order
vaiiabr% record the almula W rain measurement for those un-
attended days fanc this will determine if a site inspection is
needed). Days an which no rainfall occurred shall be recorded as
The permitme may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7calendardays
2. Date and time ofthe Inspection,
and within 24
3. Name of the person performing the inspection,
hours of.rain
4. Irdicattan of whether the measures were operating
event - 1.0 inch in
property,
24hours
S. Description of maintenance needs for themeasum,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. identification of the discharge outfalls inspetted,
discharge
7 calendar days
2. Date and time afthe inspection,
nutfanslSDCs)
and within 24
3. Name of the permn performing the inspection,
hngrsnfa ,in
4 Vden[e0f1ndiQtofsnfstorm ater pqIlutpn $4cN a5 oI
event- 1.0 inch in
sheen, floating orsuspondcd solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Desrr t evidence, and date of corrective actions taker.
(4) Perimete- of
At least once per
If wsihEe sedimentation Isfaund outside site limits, Then a record
site
7 calendar days
ofthe following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours cf a mlA
the site limits,
event- l.o inch in
2. Descripibn,evidence, and date orcomeelive actions Yaken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(s) Streams or
At least once per
If the stream or wetbnd has Increased visible sedimentation or a
wetlandsomlte
7ca1endardays
stream has visibe increased turhidity 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 ofconective actions taken, and
accessible)
event - 1.0 inch in
2. Records of the required reparts to the appropriate Division
24 hours
Regional Dike. per Part I 11, Section C, Item (2i(a) of this permit
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
ntg.dieg
_ s , clearing and grabbing, instailat,nn of storm
measures
drainagefacilities, completion at all land -disturbing
activity, construction or redovelcpment, permanent
ground cover).
2. Documentation that the required ground stabilisation
measures have been provided within the required
timeframe or an assurance that they will be Provided as
as Possible_
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
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.
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 Requirenni
(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 compieted.
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.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained fora period
of three years after project completion and made available upon request. (40 CFR 122.411
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 weatherl.
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part 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,
le) 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.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Perri shall report the following occurrences:
(a) Visible sediment deposition in a stream orwetland.
(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 6.5.143.215,85,
(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 o becomes aware of an occurrence that must be reported, he shall contact
P p
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)
958-0368.
Occurrence Reporting Timeframes [After Discovery) and Other Requirements
la) Visible sediment Wirhin 24 hours, an oral or electronic notification.
deposition in • Within 7 cafendardays, 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 wa lve the requirement for a written report on a
case -by -case basis.
• li the stream is named cn the NC 3031d1 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 a state impaired -waters conditions.
{bl Oil spills and
• Within 24hours, an ora€ or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location Df the spill er release.
substances per Item
1(b)-(c) above
(c} Anticipated
• A report at least ten days before the date of the bypass, ff possible.
bypasses (4o CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(M
pffpo of the bypass.
(d) Unanticipated
• Within 24hours, an ora€ or electronic notification.
hypasses [40 CFR
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
1 quality and effect ofthe bypass.
(1 Noncompliance liance
• Within Z4hours an oral or electronic notification.
with the conditions
• Within 7 cafendardays, a report that contains a description ofthe
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(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 12I41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RER CODKEEPING AND REPORTING
NORTH CAROLINA
L �
Environmental Q unlit
I
EFFECTIVE: 04/01 / 19