NCC212034_Site Plan or Location Map_20210405

N/F \
CHRISTOPHER ZAJAC \
& HEATHER H. ZAJAC
D.B. 17070, PAGE 2353
B.M. 2018, PAGE 472 \
PIN 1779.02-76-9574
N/F
l UDO &
EMI HILDEBRANDT
D.B. 11596 PG. 1747
B.M. 1985 PG. 1880
PIN 1779.02-86-3174
N/F
CHRISTOPHER ZAJAC
& HEATHER H. ZAJAC
D.B. 16697, PAGE 2676
B.M. 2001, PAGE 27
PIN 1779.02-86-8632
l � EX 50' NEUSE RIVER 8 HOUSE / 437,763 SF
RIPARIAN BUFFER / 10.05 AC
441
,,-� PROP. SILT
J Y
//� ' \14
FENCE (TYP.)
I \ y� \ PROP. SILT
/ / I \ �� �� FENCE OUTLET
`j PROP. 12 X 50 TEMPORARY
\- �� PROP. SILT CONSTRUCTION ENTRANCE
Or ��� ��, 1
V \ FENCE (TYP.)
0
( l EX 30'
ACCESS ESMT
L 100
r
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
-420- EX. MAJOR CONTOUR (10')
EX. MINOR CONTOUR (2')
FHS EX. FLOOD HAZARD SOILS
-WW - PROP. LIMIT OF DISTURBANCE
-sv sv sv N - PROP. SILT FENCE
PROP. CONSTRUCTION ENTRANCE
® PROP. SILT FENCE OUTLET
50' MIN. NOTES'
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
,:`�•' IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
':;i,•�.L%,2 3"NSSTONETOR ILRO �.", 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
EXISTING •SURGE STONE OR RAILROAD'.: PROPOSED STREET,
ROADWAY "BALLAST)';, ;>.'*�;;c;:?�,:^WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
>•yti;�:•�^�""'"�'-;,.�,+i':'^;'^;'. WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
PLAN VIEW
35' MIN. 15' MIN. NEW CONSTRUCTION
EXISTING ROADWAY
12
6" MIN. " MIN.
FABRIC UNDER STONE ,
CROSS SECTION
Co T
NoxrxcnxouN STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 01/ 11/08
Forth 8��
t=arnlinse
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
MINIMUM 10 GAUGE
LINE WIRES
NOTE:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
FRONT VIEW
STEEL POST
rWOVEN WIRE FABRIC
SILT FENCE FABRIC
FILL SLOPE
-6" MINIMUM COVER
o OVER SKIRT
I
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
Ei SIDE VIEW
oo
STANDARD TEMPORARY SILT FENCE
EFFECTIVE: 01/51/08 _
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
GRADE
s1m rfrcE rosr P0rr
r AFMr
mum,M� fF}ICE MIN. m INtO SOIL
No
xaowW�E cLo1N
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
earn• WFE FENCE IND XMDIYME CLOTI II \WHY 8• Q UPPnr fCGE lK
II FlL1FR I-C IN 1NFNCN
II
D SECTION VIEW
COUNT
STANDARD SILT FENCE OUTLET
EFFE T[VE: 01/3V08
N/F
WAKE COUNTY
D.B. 15477, PAGE 461
B.M. 2013, PAGE 1150
PIN 1779.02-95-5963
FOR DISTURBED AREAS, DITCHES,
SHOULDERS, SLOPES (MAX 3:1):
DATE
TYPE
PLANTING RATE
AUG 15-NOV 1
TALL FESCUE
300 LBS/ACRE
NOV 1-MAR 1
TALL FESCUE & ABRUZZI RYE
300 LBS/ACRE
MAR 1-APR 15
TALL FESCUE
300 LBS/ACRE
APR 15-JUN 30
HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
125 LBS/ACRE (TALL FESCUE); 35
JUL 1-AUG 15
TALL FESCUE AND BROWNTOP MILLET
LBS/ACRE (BROWNTOP MILLET); 30
OR SORGHUM-SUDAN HYBRIDS ***
LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12' IN HEIGHT BEFORE
MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
FOR DISTURBED AREAS, DITCHES,
SHOULDERS, SLOPES (3:1 TO 2:1):
DATE
TYPE
PLANTING RATE
MAR 1 -JUN 1
SERICEA LESPEDEZA (SCARIFIED) AND
50 LBS/ACRE
USE THE FOLLOWING COMBINATIONS:
MAR 1 - APR 15
ADD TALL FESCUE
120 LBS/ACRE
MAR 1 - JUN 30
OR ADD WEEPING LOVE GRASS
10 LBS/ACRE
MAR 1 - JUN 30
OR ADD HULLED COMMON
25 LBS/ACRE
BERMUDAGRASS
120 LBS/ACRE (TALL FESCUE); 35
JUN 1 -SEPT 1
TALL FESCUE AND BROWNTOP MILLET
LBS/ACRE (SORGHUM- MILLET); 30
OR SORGHUM-SUDAN HYBRIDS ***
LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
B
SERICEA LESPEDEZA (UNHULLED -
70 LBS/ACRE (SERICEA LESPEDEZA);
SEPT 1 -MAR 1
UNSCARIFIED) AND TALL FESCUE
120 LBS/ACRE (TALL FESCUE)
NOV 1 - MAR 1
AND ABRUZZI RYE
25 LBS/ACRE
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12' IN HEIGHT BEFORE
MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
MIXTURE
AGRICULTURAL
2 TONS/ACRE (3 TONS/ACRE
LIMESTONE
IN CLAY SOILS)
FERTILIZER
1,000 LBS/ACRE - 10-10-10
500 LBS/ACRE - 20%
SUPERPHOSPHATE
ANALYSIS
2 TONS/ACRE - SMALL GRAIN
MULCH
STRAW
ASPHALT EMULSION AT 300
ANCHOR
GALS/ACRE
EROSION CONTROL NOTES
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN
ACCORDANCE WITH WAKE COUNTY AND NCDEQ STANDARDS.
2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
MAINTAINED IN PROPER WORKING CONDITION DURING THE
PERIOD OF CONSTRUCTION.
3. ADDITIONAL EROSION CONTROL MEASURES AND/OR
MODIFICATIONS TO PROPOSED MEASURES MAY BE NECESSARY
DEPENDING ON ACTUAL SITE CONDITIONS.
14. THE TOTAL WAKE COUNTY DISTURBED AREA IS 36,260 SF.
5. SILT FENCE OUTLETS TO BE PLACED AS SHOWN AND AT LOW
POINTS ALONG SILT FENCE AS NECESSARY.
6. DISTURBED AREAS TO BE STABILIZED AND GROUND COVER
SHOULD BE ACHIEVED WITHIN 7 WORKING DAYS FOLLOWING
COMPLETION OF DEVELOPMENT, PER THE NPDES CONSTRUCTION
STORMWATER GENERAL PERMIT.
WAKE COUNTY CONSTRUCTION SEQUENCE
1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE
ENVIRONMENTAL CONSULTANT. OBTAIN A LAND -DISTURBING
PERMIT.
2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AND SILT FENCE
OUTLETS AS SHOWN. CLEAR ONLY AS NECESSARY TO INSTALL
THESE DEVICES.
3. CALL WAKE COUNTY FOR AN ONSITE INSPECTION BY THE
ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF
COMPLIANCE.
4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
ROUGH GRADE SITE.
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
5.
STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE
AVAILABLE.
WITH VEGETATION, PAVING, ETC. SEED AND MULCH DENUDED
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
AREAS PER GROUND STABILIZATION TIME FRAMES.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
6.
WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE
STABILIZED COMPLETELY, CALL WAKE COUNTY FOR AN
4. APPLY AGRICULTURAL LIME, FERTILIZER AN SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (*SEE BELOW).
INSPECTION BY THE ENVIRONMENTAL CONSULTANT.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX
INCHES DEEP.
7.
IF SITE IS APPROVED, REMOVE TEMPORARY SILT FENCE, ETC.,
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS.
SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.
WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT.
POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND
OBTAIN A CERTIFICATE OF COMPLETION. REMOVE ANY
SEEDING RATES.
REMAINING SILT FENCE AND SILT FENCE OUTLETS.
*APPLY: AGRICULTURAL LIMESTONE- 2 TONS/ACRE MINIMUM OR PER SOIL TEST
FERTILIZER- 10-10-10 ANALYSIS @ 1,000 LBS/ACRE
SUPERPHOSPHATE - 500 LBS/ACRE OF 20% ANALYSIS
MULCH - 2 TONS (+/- 80 BALES) STRAW/ACRE
ANCHOR - USE LIQUID ASPHALT @ 400 GALS/ACRE
OR EMULSIFIED ASPHALT @ 300 GALS/ACRE
PERMANENT SEEDING SCHEDULE
NO SCALE
FOR LATE WINTER AND SOIL AMENDMENTS
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
3 TON/ACRE (6,000 LB/ACRE) GROUND AGRICULTURAL
SEEDING MIXTURE:
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
RYE (GRAIN) - 120 LB/ACRE
ANNUAL LESPEDEZA* (KOBE IN PIEDMONT AND
MULCH:
COASTAL PLAIN, KOREAN IN MOUNTAINS) - 50
LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH 400 GALLONS/ACRE OF ASPHALT
*OMIT ANNUAL LESPEDEZA WHEN DURATION OF
EMULSION, NETTING, OR A MULCH ANCHORING TOOL.
TEMPORARY COVER IS NOT TO EXTEND BEYOND
JUNE
MAINTENANCE:
SEEDING DATES:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
MOUNTAINS: ABOVE 2500 FEET: FEB. 15 - MAY 15
RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
BELOW 2500 FEET: FEB. 1 - MAY 1
FOLLOWING EROSION OR OTHER DAMAGE
PIEDMONT: JAN. 1 - MAY 1
COASTAL PLAIN: DEC. 1 -APR. 15
FOR SUMMER:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
SEEDING MIXTURE:
3 TON/ACRE (6,000 LB/ACRE) GROUND AGRICULTURAL
GERMAN MILLET* - 40 LB/ACRE
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
*IN THE PIEDMONT AND MOUNTAINS, A
MULCH:
SMALL -STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH 400 GALLONS/ACRE OF ASPHALT
SEEDING DATES:
EMULSION, NETTING, OR A MULCH ANCHORING TOOL.
MOUNTAINS: MAY 15 - AUG. 15
PIEDMONT: MAY 1 -AUG. 15
MAINTENANCE:
COASTAL PLAIN: APR. 15 - AUG. 15
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
SEEDING MIXTURE:
3 TONS/ACRE (6,000 LB/ACRE) GROUND AGRICULTURAL
RYE (GRAIN) - 120 LB/ACRE
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING DATES:
MULCH:
MOUNTAINS: AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 -
DEC. 30 APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH 400 GALLONS/ACRE OF ASPHALT
EMULSION, NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE
(PIEDMONT AND COASTAL PLAIN) OR KOREAN
(MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH.
SEEDBED PREPARATION:
LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS
NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE 6.106 RATE OF 1 TO 1 1/2
TONS/ACRE ON COARSE -TEXTURED SOILS AND 2-3 TONS/ACRE ON FINETEXTURED SOILS IS USUALLY
SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS
WITH A PH OF 6 OR HIGHER NEED NOT BE
LIMED.
FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A 10-10-10
GRADE FERTILIZER AT 700-1,000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE
TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN
30 MINUTES BEFORE APPLICATION.
SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,
ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL
CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING,
RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON
THE CONTOUR BEFORE SEEDING (PRACTICE 6.03, SURFACE ROUGHENING).
TEMPORARY SEEDING SCHEDULE
NO SCALE
NCDENR/Division of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
li�t Perimeter dikes, swales, ditches, slopes
7 days
None
" F 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 per! meters and HQW Zones.
VICINITY MAP
SCALE: 1" = 500'
EROSION AND SEDIMENT CONTROL
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation & Erosion Control
919-856-7400
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
`11111 �11f1jT
H CAq
SEAL
�0 •*• 03L78 y
�! :;
....
<,,"HASEt tMP�`•
REVISION HISTORY
REV DESCRIPTION DATE BY
1 SIGNATURE SET 3/26/2021 FLM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
CONSTRUCTION
80 40 0 80
- Mimi
SCALE: 1 INCH = 80 FEET
N SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1'r
I I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
BARHAM RESERVE LOT 1
DATE:
02-24-2021
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
PROJECT NO.:
21005
EROSION AND SEDIMENT
CONTROL PLAN
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.
ENVIRONMENTAL CONSULTANT SIGNATURE
SHEET 1 OF 3

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• 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 walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
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 or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A
HIGH �
COHESIVE &
FILTRATION
0
SANDBAGS (TYP.)
SOIL
O
0
OR STAPLES
10 MIL
C
O
SILT FENCE SIDE SLOP LINING SANDBAGS (TYP.)
0
00
0
OR STAPLES
(TYP.
=x
•I�dl�
00
A
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.) NOTES:
WASHOUT
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
ENGINEERING
MIN SANDBAGS (TYP.) POST OFFICE BOX 91727
B ,gTAPLES RALEIGH, NORTH CAROLINA 27675
TT 10 MIL COHESIVE &
0 0 T P�HLI�LING LOW FILTRATON PHONE: [phone]
O I 1OP SOIL BERM
�(FIRM NC LICENSE NUMBER C-4222
0
SECTION B-B
SANDBAGS (TYP.)
NOTES:
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
ppr
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
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I REVISION HISTORY I
REV DESCRIPTION DATE BY
1 SIGNATURE SET 3/26/2021 FILM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 ill
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
BARHAM RESERVE LOT 1
DATE:
02-24-2021
SCALE:
AS SHOWN
DESIGNED BY:
FILM
APPROVED BY:
PROJECT NO.:
21005
NCGO1 GROUND STABILIZATION
& MATERIALS HANDLING
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FILM ENGINEERING, INC.
C�2
SHEET 2 OF 3

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.
17_t"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.
3. 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 II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation 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,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
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
o
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.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
``111111IIIll//
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Ess' i2
SEAL
-4039788
o�. ,�z��,zJ
y''!�G�NEEP.•
REVISION HISTORY
REV DESCRIPTION DATE BY
1 SIGNATURE SET 3/26/2021 FILM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 ill
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
BARHAM RESERVE LOT 1
DATE: 1 02-24-2021 1
I SCALE: I AS SHOWN I
DESIGNED BY: FILM
APPROVED BY:
PROJECT NO.: 21005
NCGO1 GROUND STABILIZATION
& MATERIALS HANDLING
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FILM ENGINEERING, INC.
C-3
SHEET 3 OF 3