NCC222001_Site Plan or Location Map_20220616

RBPR-051238-2021
CHARLES LESTER HARRISON
SITE PLAN APPROVED BY JEAN RAY HARRISON
PIN: 0891-39-5786786
WAKE COUNTY N.C. P.D.I. D.B. 16821, PG. 2551
DISCOVERY Cp E Dauer y;&A
TRL 02/08/2022 3:35:37 PM
--- 6 S 8404'11" E S 89°02'15" E
l"TOT 9 — — — — — — — — — — — —
13.
498 8 85
o LOT LOT
— . — , — — — . _ __ `\ �\ �`. EX 25' TREE PROTECTION ZONE
— — — — — — — — -t — \-- — — — — —
— — — — — — — — — — — - - — — �\� — — EX.3O' PERIMETER SETBACK — — ' — ' —
.—
------—————————————
LOCATION MAP
1" = 1000'
SITE DATA
CURRENT OWNER
FALLS LAKE HOLDINGS, LLC
SITE ADDRESS
1216 EXPLORER TRAIL
PIN
0891-49-4457
DEED REFERENCE
D.B. 16130, PG. 2122
PLAT REFERENCE
B.M. 2018, PG. 2051-2053, LOT 03
LOT SIZE
0.92 ACRES
ZONING
R-80W
IMPERVIOUS AREAS (S.F.)
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HOUSE
3879
CONCRETE
1703
TOTAL
5582
MAX.
8000
BUILDING SETBACKS
FRONT 20'
CORNER 20'
REAR 15'
SIDE 10,
TAYLOR
LAND CONSULTANTS, PLLC
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]
%
N-------
/ SEPTIC LAYOUT
(BY OTHERS)
/
o 40,000 S.F. cn
y-+Cl)
N / 0.92 Ac.
`mow
0 I I IJ
M�
LJ M
N�
N
O N
O W
Z 20.0' w
J ^60
li
I 78 ft
I
I
THE PICKETT - GR
30'
PROP. '
HOUSE DETAIL 1" = 30' CONC.7t i ,,-
DRIVE
M 22.50' w
SCREEN �I
EP
15.67' ; PORCH w V 27.33' o T M I O 0
°° 120.44
_'
w
19.01, "°' — C1 L1 _.._.._.._.._.._-----
12.83' N 89°04'24" W
I
c I _____________________ EX. EDGE OF PAVEMENT
- --- --------------------------------
THE PICKETT - GR 1 12.0'
r 12 42' EXPLORER TRL. LINE S BEARING-14'38" W D3 32ANCE
r----J
2.75'
22.1 T l
�50' PRI VATE WW) C1 !CURVE !RADIUS 45.6ARC LENGTH 45.65' LENGTH S 89 3D'07" WING D 40-59" GLE
N
_..—..—..—..—.._.._.._.....—. _.._.._.._.._.._..—...
15.67' —r
9.83 14.50'
LOT DEVELOPMENT PLAN REVISIONS
1216 EXPLORER TRAIL
BARTON'S CREEK TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
N
B.M. 2018, PG. 2051-2053
SURVEY NOTES:
1. ALL EASEMENTS, RIGHT-OF-WAYS, BUFFERS, SETBACKS
AND ADJOINERS, ETC., REFERENCED FROM BOOK OF MAPS
2018, PAGE 2051-2053 UNLESS OTHERWISE NOTED.
2. SURVEYOR HAS MADE NO INVESTIGATION OR
INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,
ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP
TITLE EVIDENCE OR ANY OTHER FACTS THAT AN
ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
LEGEND
O
Ex. property corner
•
Set property corner
O
Calculated point
©
Water Meter
Q
Sanitary Sewer Cleanout
QS
Sanitary Sewer Manhole
©
Power Pedestal
COL.)
Power Pole
FLI
Telephone Pedestal
©
Cable Pedestal
©
Gas Meter
©
AC Condenser
B.M.
Book of Maps
D.B.
Deed Book
PG.
Page
S.F.
Square Feet
AC.
Acres
—x—
Fence
Water pipe
—sS—
Sanitary sewer pipe
—sD—
Storm drain pipe
—0u—
Overhead utility
SHEET INDEX:
C-01 SITE PLAN
C-02 EROSION CONTROL PLAN
C-03 QUAD & SOILS MAP OVERLAYS
D-04 - D14 EROSION DETAILS
DATE: 02/08/2022
JOB #: 20990
SHEET SIZE: 11x17 C-01
0 _ 20 40 SITE PLAN
SCALE: 1" = 40

EROSION AND SEDIMENT CONTROL
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation Et Erosion Control
[phone]
ENVIRONMENTAL CONSULTANT SIGNATURE
TYPICAL CONSTRUCTION SEQUENCE FOR SINGLE FAMILY
LOTS SEDIMENT AND EROSION CONTROL
1. Wake County reserves the right to require a site specific
erosion control plan to be prepared and submitted for the
30-day review cycle.
2. As of April 1, 2019 applicants must apply online for NCG-01
Permit coverage from NCDEO. This requirement is in addition
to the Wake County land disturbance permit.
3. Obtain all necessary permits and certificates. Download
standard sediment and erosion control plan for single family
lots from www.wakegov.com .
4. Install tree protection fence if required. Install gravel
construction entrance, silt fence, silt fence outlets and
additional measures as needed. Clear only as necessary to
install devices. Provide groundcover for all disturbed areas.
5. Call Environmental Consultant for an onsite inspection by the
Environmental Consultant to obtain a Certificate of
Compliance.
6. Begin construction, building, clearing and grubbing. Maintain
erosion control devices as needed.
7. Stabilize site as areas are brought up to finish grade with
vegetation, paving, ditch linings, etc. Provide groundcover for
denuded areas per NPDES Ground Stabilization Timeframes.
8. When construction is complete, and all areas are permanently
stabilized and erosion control measures are removed, call
Environmental Consultant for an inspection.
9. Obtain a Certificate of Completion.
CAR
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CHARLES LESTER HARRISON
IF AID AV WADDIQnAI
nrv. �o�iro�-�i oo
D.B. 16821, PG. 2551
86 -
------------
LOT
N --— — — — —
• — • — • — - — . — . — . �. — — _--- -- _ _ �`. �� `. EX 25' TREE PROTECTION ZONE
— . —
— — — — — — — — — — — — — — -i - � � �� EX 30' PERIMETER SET.BACK
li
SEPTIC LAYOUT
(BY OTHERS)
!�----------
40,000 S.F.
0.92 Ac.
--------------
374 � ii A i
20.0'
I _
30' °
PROP. /
CONC.
DRIVE
LOT
i
B.M. 2017, PG. 2285-2289
EROSION CONTROL LEGEND
330- EXISTING CONTOUR
LIMITS OF DISTURBANCE
SF SILT FENCE
Q SILT FENCE OUTLET
SURACE WATER CLASSIFICATION
l i STREAM INDEX: 27-(5.5)
STREAM NAME: NEUSR RIVER
STREAM CLASSIFICATION: WS-IV,B;NSW,CA
RIVER BASIN: NEUSE
DISTURBED AREA
26,155 S.F.
TEMPORARY
EDGE OF PAVEMENT I __.10' X 30' CONSTRUCTION _-_-_--------
12.0' I ENTRANCE
EXPLORER TRL.
(50' PRI VATE W)
Aahk LOT DEVELOPMENT PLAN REVISIONS DATE: 02/08/2022
TAYLORJOB #: SIZE: 1 ix17 SHEET SIZE: C-02
LAND CONSULTANTS, PLLC 1216 EXPLORER TRAIL
License # P-0829 BARTON'S CREEK TOWNSHIP EROSION
1600 Olive Chapel Rd., #140 0 20 40 CONTROL PLAN
Apex, NC 27502 [phone] WAKE COUNTY, NORTH CAROLINA
SCALE: 1" = 40

USGS QUAD MAP OVERLAY
NRCS SOILS MAP OVERLAY
1"=400' 1"=400'
Almok LOT DEVELOPMENT PLAN REVISIONS DATE:02/08/2022
TAYLOR JOB #: C-03
LAND CONSULTANTS, PLLC 1216 EXPLORER TRAIL SHEETSIZE: 1SIZE: I
License # P-0829 BARTON'S CREEK TOWNSHIP o zo ao QUAD & SOILS
1600 Olive Chapel Rd., #140 MAP OVERLAYS
Apex, NC 27502 [phone] WAKE COUNTY, NORTH CAROLINA SCALE. 1" = 40

SILT FENCE
OUTLET
RIGHT OF WAY
WATTLES
AS NEEDED
T nnnXTr
WAKE
COUNTY
NORTH CAROLIN
REVISED: 1/2/2020
TYPE A
PROTECTION FENCE
(SEE NOTES)
SILT FENCE
CONSTRUCTION
ENTRANCE
SILT FENCE
OUTLET
`—TOP OF SWALE
\_EDGE OF
PAVEMENT OR CURB
FLOW DIRECTION
SILT FENCE
DIVERSION DITCH
WATTLE
TREE PROTECTION FENCE
SILT FENCE OUTLET
INLET PROTECTION
DRIVEWAY PIPE
CONSTRUCTION ENTRANCE
1 1
1 1
1 1
1 1
8' RETURN
ROADWAY
07
I I
I I
1 1
1
8'RETURN
ROADWAY
TYPE B TYPE C TYPE D / \ TYPE E
T.T.,--U Q .
1. If required by Wake County, tree protection fence shall be
installed along the rear property line when adjacent to riparian
buffer zones, wetlands and/or 25 foot Tree and Vegetation
Protection Zone. If the lot is subject to a municipal planning
jurisdiction, then the builder is responsible for verifying the
applicable tree protection standards and for installation of tree
protection measures as required by the municipality.
2. Install silt fence on low elevation sides of each lot and install silt
fence outlets shown on schematic/diagram and as needed.
3. Silt fence should be located at least 50 ft. upstream of water
features (ex. wetlands, ponds, creeks, streams, etc.).
4. It is the responsibility of the builder to ensure septic system
and repair areas are not impacted by silt fence installation.
5. Install silt fence in accordance with Table 6.62a below from the
NCDEQ Erosion & Sediment Control Planning & Design Manual:
Table 6.62a Maximum Slope Length and Slope Grade for Silt Fence
Slope
Slope Length (ft)
Maximum Area (ftz)
<2%
100
10,000
2 to 5%
75
7,500
5 to 10%
50
5,000
10 to 20%
25
2,500
>20%
15
1,500
INLET PROTECTION-J CURB INLET
6. Construction entrance should be installed for each lot and field
located.
7. If the disturbed area is greater than one acre, a custom erosion
control plan should be submitted for the 15-day review cycle. The
plan should address berms/diversions and sediment traps and
basins.
8. If multiple lots share silt fence with none installed between the
lots, a revised plan will be required.
9. Inlets downstream of disturbances should be protected, streets
should be swept as needed when sediment is present, and erosion
control measures removed or damaged by sub -contractors or
utilities shall be re -installed at the end of the work day.
10. Details for silt fence, silt fence outlet, construction entrance and
other measures are provided on other sheets.
11. Erosion control details are not drawn to scale.
12. If lots are contiguous and have different land owners, lots can not
share the silt fences. Each lot should have individual silt fences.
13. For lots with diagonal drainage flow to one side, utilize
appropriate lot schematic/diagram and add a note in the Special
Notes section of table on sheet A-3 indicating the direction of flow
and location of silt fence and silt fence outlet.
TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL I A-2
Adak
TAYLOR WAKE COUNTY STANDARD
LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-04
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

MINIMUM 10
LINE WIRES
-kT„Tr r .
I III
FRONT VIEW III
STEEL POST
-WOVEN WIRE FABRIC
1. Use silt fence only when drainage area does not SILT FENCE FABRIC
exceed 1/4 acre and never in areas of concentrated
flow. _
2. Remove deposited sediment when 50% capacity is M
reached and as needed to provide storage volume for 3: FILL SLOPE
the next rain event and to remove hydraulic pressure
on the silt fence. z
3. Inspect silt fence weekly and after each 1" rain event.
r_pnnF7
0;
WAKE
COUNTY
NORTH CAROLIN
EFFECTIVE: 01/31/08
Cu
8" MINIMUM COVER
OVER SKIRT *
ANCHOR SKIRT AS DIRECTED
BY ENGINEER *
SIDE VIEW
STANDARD TEMPORARY SILT FENCE DETAIL
IMUM 12-1/2 GAUGE
ERMEDIATE WIRES
GRADE
Adak
TAYLOR WAKE COUNTY STANDARD
lw� LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-05
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
f
111®®®®i1N1
111!®®!®0I
1110000001
NOTES:
1. Remove sediment when half of stone outlet is
covered.
2. Replace stone as needed to facilitate dewatering.
3. Stone outlets should be placed on low elevation areas
of silt fence and based on field conditions.
4. Per NCG-01, inspect outlet at least once a week and
after each 1" rain event. Complete any required
repairs immediately. Freshen stone when sediment
accumulation exceeds 6 inches. Keep mesh free of
debris to provide adequate flow.
5. Hardware cloth and gravel should overlap the silt fence at
least 12 inches.
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
STEEL FENCE P
WIRE FENC
HARDWARE CLOTH
FILTER OF #5=
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
4' MIN. — 1 SILT FENCE
FRONT VIEW
STEEL FENCE POST
SET MAX 2' APART
MIN. 18' INT❑ S❑LID
GROUND
3' FILTER FABRIC
ON GROUND
BURY 6' OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTI❑N VIEW
\BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
12' OVERLAP #57 STONE
AND SILT FENCE
STANDARD TEMPORARY SILT FENCE OUTLET DETAIL
A-5
TAYLOR WAKE COUNTY STANDARD
lw� LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-06
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

30-0" MINIMUM
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
NOTES:
�•I •I •I I I I �y� Y Y • •I • �
gop
�u � �� uu v v •.� v vet v � i v-� L!.vy.=.=�=��=��������� • - • - _ • • • • • •
I�I-,I�I�I�I�I�I�I�I�I�I�1 - • • - • • • • •
EXISTING BE USED
ROADWAY
(SURGE STONE OR RAILROAD BALLAST
(i�i�i�i�i�i • • •Y,L, i • • • •
u s s • • •
LLB v� uu�uL
•�•Y • •.• • • • •.•�• • q19• • ut v
• • • • • •
1*3&y11►ImV1•Ll ly,
AKE
COUNTY
NORTH CAROLIN
EFFECTIVE: 01/31/08
PLAN VIEW
30'-0" MINIMUM
CROSS SECTI❑N
NEW
CONSTRUCTION
STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL
Amik
ilFETAYLOR WAKE COUNTY STANDARD
lw� LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-07
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

PLAN VIEW
WAKE
COUNTY
NORTH CAROLIN
REVISED: 1/2/2020
Mu-
ZEI
RE
> T1
F
W
12
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-7
IFETAYLOR WAKE COUNTY STANDARD
lw� LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-08
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

A L B
W;
AKE
COUNTY
NORTH CAROLIN
REVISED: 1/2/2020
TOP ELEVATI❑N OF ST❑RMWATER
EXISTING SLOPE
FRONT VIEW
NC)TF C
2.
RAP
3.
4
5
STANDARD CHECK DAM DETAIL
#5 WASHED
STONE —
#1 RIP —RAP
VARIES
SIDE VIEW
0.5'-1'
Y
Q
i
Check dams are used in channels to reduce erosion in drainage
ditches.
Height and width of the check dams are determined by existing
topography and sediment storage requirement.
Set spacing between check dams so that the elevation at the top
of the lower dam is the same as the toe elevation of the upper
dam.
Wattles may be used in lieu of check dams if they are installed
and maintained as per manufacture's specification. Wattle
diameter should be specified based on channel cross section.
Inspect check dams at least once a week and after each rain
event. Complete any required repairs immediately. Remove
sediment accumulation from behind check dams to prevent
damage to the channel vegetation. Flow should be maintained
through the dam.
MiN
WILIEW91
ilFETAYLOR WAKE COUNTY STANDARD
LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-09
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

"�t // // /,
USE A MINIMUM OF 2 STAKES ON
UPSL❑PE SIDE �
MIN. 2 STAKES ON UPSL❑PE
GROUND
USE A MINIMUM OF 4 STAKES ON
D❑WNSL❑PE SIDE
j ISOMETRIC
VI EW
T❑P OF BANK
WATTLE
D❑WNSL❑PE
D❑WNSL❑PE
MATTING
MINIMUM 4 STAKES ON D❑WNSL❑PE
MATTING
V-DITCH SECTION VIEW
MIN. 2 STAKES ON UPSL❑PE
GROUND
AKE
COUNTY
NORTH CAROLIN
REVISED: 1/2/2020
MINIMUM 4 STAKES ON
D❑WNSL❑PE
-1 �iil I I I 1- MATTING
TRAPEZOIDAL DITCH
SECTION VIEW
1. Use a minimum 12-inch diameter excelsior wattle.
2. Use 24-inch long wooden stakes with a 2"x2" nominal cross section.
3. Install wattle(s) to a height on slope so flow will not wash around wattle and scour
slopes, or as directed.
4. Install a minimum of two upslope stakes and four downslope stakes at an angle to
wedge wattle to ground at bottom of ditch.
5. Provide staples made of 0.125-inch diameter steel wire formed into a u-shape not
less than 12 inches in length.
6. Install staples approximately every 1 linear foot on both sides of wattles and at each
end to secure it to the soil.
7. After installation of staples, check any gaps between wattles and ground with
matting.
WEAVE STAPLES THROUGH MESH
CASING OF WATTLE
F
P�
1�
APLES\
MATTING
't-- STAPLES
STAPLE INSTALLMENT
SECTIONS
STANDARD WATTLE DETAIL
— STAKES
ANGLE STAKES TO
WEDGE WATTLE
ONTO GROUND
MATTING
STAKE INSTALLMENT
CROSS SECTION
Amik
TAYLOR WAKE COUNTY STANDARD
lw� LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-10
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

NOTES:
1. All plants designated to be saved shall be protected by
fencing, as illustrated.
2. Install tree protection fence at tree drip line or at edge of
disturbed area, as shown on plans, prior to commencement
of construction.
3. Space tree protection zone signs a minimum of one every
300 feet. The size of each sign must be a minimum of 2' x
2' and be visible from both sides of the fence. The sign
w must contain the following language in both english &
< spanish:
"TREE PROTECTION ZONE, KEEP OUT".
�
w ' 4. There shall be no storage of material within the boundaries
m of the tree protection fencing.
FENCE MATERIAL:
' 5. Tree protection fencing shall be maintained throughout the
p g g
�'
duration of
dtif throject.
p
z
ORANGE, UV RESISTANT
�
HIGH TENSILE STRENGTH
o
m
POLYETHYLENE LAMINAR
w
o
BARRICADE FABRIC
w
o
0
ATTACH SIGN
LJ
TO POST
0===== O00
CD= 0000000 0000 O
00=CD=CD 0 O00
CD= D O=CDCD= 0000000
0===== =CD
CD= 0000000 0CD====
00=CD=CD 0 =CD
O=CDCD= CD=CD=CD
0===== =CD
TREE 0000000 0CD====
OQ=CD=CD Q =CD
PROTECTION QQQQQQQ OQOQQQQ
4'
000== =C
ZONE 0000000 =CD===0
MINIMUM
QQQ
KEEP OUT CD=CD Q QQQQQQQ
0====00
0000000 CD==l=0
CD=CD=CD= =CD
CD CD=CDCD=CDE=CD=CD=CD
CD===== =CD=CD
o00o000 0CD====
GRADE
I I
I
II
II
I I I I I R11 �I I �- -11 I III —III
II
II
—III —III —III —I I I,T I" -' I I I I I I I _I I i' I_ I I I III —III —III —III —III
II II
II II
I I rl I I —I I I-
2' MIN.
II
II
4 1.33 Ibs/LF
STEEL POST
L
MINIMUM
WAKE
COUNTY
NORTH CAROLINA
STANDARD TREE PROTECTION FENCE DETAIL A-11
REVISED: 1/2/2020
Amk
TAYLOR WAKE COUNTY STANDARD
lw� LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-11
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

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
activitybeing considered compliant with the Ground Stabilization and Materials Handling
g P g
sections of the NCG01 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
(HOW) 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 HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) 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
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 orother 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
DLYACRYLAMIDES (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 NCDWR 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.
EQUIPMENTAND 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.
ITTER, 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
p' a
0 0
u o
s
�� BAR ELM
M ny Gl 40111T STRnETnREGR��40111TT STTT A6�E GRA�WUT ST S
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 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
TAYLOR WAKE COUNTY STANDARD
LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-12
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A COHESIVE & MIN SANDBAGS (TYPJ
B GR STAPLES
SANDBAGS (TYP.) SGIL BERM FILTRATION 10 MIL HIGH
O O OR STAPLES COHESIVE &
PLASTIC LOW FILTRATION
10 MIL 0 0 �IDNIQmE SLOP SOIL BERM
0 SILT FENCE 1-1 SIDE SLOP PLASTIC SANDBAGS (TYP.) 0 / (TYP.>
(TYP.. OR STAPLES 0 0 o,Z,
0 0 0 0��,
O o 0 0 ��, x
O o o SECTION B B
A
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18'X24' MIN.)
WASHOUT
SECTION A -A
NOTES.
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.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
.__AGS (TYPJ
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18'X24' MIN.)
WASHOUT
PLAN
NOTES.
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 TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
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 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 I EFFECTIVE: 04/01/191
rTAYLOR WAKE COUNTY STANDARD
LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-13
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

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 rainasent 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
�zeru.' The permittee may use another rain monitoring device
approved bythe Division.
12) E&SC
At leastonce per
1. Identification of the measures inspected,
Measures
7ralendar days
2. Date and time ofthe inspection,
and within 24
3. Name ofthe person performing the inspection,
hou rs ofa 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
7ralendar days
2. Date and time ofthe inspection,
cutfalls{SDOsi
and within 24
3. Name ofthe person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event >1.0 inch in
sheen, Ir oating 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
Ifvisible sedimentation is found outside site limits, then a record
site
7 calendar days
ofthe following shall he made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hou rs of 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
Ifthe stream or wetland has increased visible sedimentation or
wetlands onsite
7calendar days
stream hasvisible increased turbidityfrom the construction
or offsite
and within 24
activity, then a record ofthe following shall be made:
(where
hou rs ofa rain
1. Description evidence and date ofcorrective actionstaken,and
accessible)
event > 1.0 inch in
2. Records ofthe required reports to the appropriate Division
24 hours
Re ional office per Part III, Section C, Item 2 a I of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearingand grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation thatthe required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
as pnssihle.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation ofthe 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 ofthe
construction phase.
(c) Ground cover is located and installed
Initial and date a copy ofthe 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.
(a) 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
• Within 7calendar 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(d1 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 ofthe spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date ojthe bypass, ijpassible.
bypasses [40 CFR
The report shall include an evaluation ofthe 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 ofthe bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7colendar days, a reportthat 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[4D
continue; and stepstaken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence ofthe noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
rTAYLOR WAKE COUNTY STANDARD
LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-14
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

...............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
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 Grain (green) 120
German millet 40
Rye Grain 120
Annual lespedeza (Kobe in
Piedmont and Costal Plain) 50
Seeding dates:
Seeding dates:
Piedmont- May 1 -Aug 15
Piedmont- Aug 15 - Dec 31
Omit annual lespedeza when duration of temporary cover is not to
Coastal Plain- April 15- Aug 31
Coastal Plain- Aug 31 - Dec 31
extend beyond June.
Soil Amendments:
Seeding dates:
Soil Amendments:
Follow recommendations of soil tests or apply 2 tons/acre
Piedmont and Coastal Plain- January 1 - May 1
Follow recommendations of soil tests or apply 2 tons/acre
ground agricultural limestone and 1,000 lb/acre 10-10-10
ground agricultural limestone and 1,000 lb/acre 10-10-10
fertilizer.
Soil Amendments:
fertilizer.
Follow recommendations of soil tests or apply 2 tons/acre ground
Mulch:
agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch:
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
Mulch:
netting or a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulching anchoring tool.
Apply 4,000/lb/acre straw. Anchor straw by asphalt tack, netting or
nearly straight can be used as a mulching anchoring tool.
a mulch anchoring tool. A disk with blades set nearly straight can be
Maintenance:
used as a mulching anchoring tool.
Maintenance:
Repair and maintain damaged areas immediately. Topdress
Re -fertilize if growth is not fully adequate. Reseed, re -fertilize
with 50 lb/acre of nitrogen in March. If it is necessary to
Maintenance:
and mulch immediately following erosion and other damage.
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) in late February or
mulch immediately following erosion and other damage.
early March.
..........................................................................................................................................................................:..................................
.................................................................................................................................................................................................................................................................................................
.........................................................................................................................................................................................................
Seedbed Preparation:
. .
1 Chisel compacted areas and spread topsoil three inches deep over adverse
0Z
WAKE
COUNTY
NORTH CAROLIN
REVISED: 1/2/2020
PERMANENT SEEDING REQUIREMENTS FOR
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
Date
Type
Planting Rate
Aug 15 - Nov 1
Tall Fescue
300 Ibs/acre
Nov 1 -Mar 1
Tall Fescue & Abruzzi Rye
300 Ibs/acre
Mar 1 -Apr 15
Tall Fescue
300 Ibs/acre
Apr 15 - Jun 30
Hulled Common
Bermudagrass
25 Ibs/acre
Tall Fescue AND Browntop
Fescue); 35rlbs/acre
Jul 1 -Aug 15
Millet or Sorghum -Sudan
Browntop Millet); 30
Hybrids***
Ibs/acre (Sorghum -
Sudan Hybrids)
soil conditions, if available.
2. Rip the entire area to six inches deep.
3. Remove all loose rock, roots and other obstructions, leaving surface
reasonable smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix
with soil (see mixture below).
5. Continue tillage until a well -pulverized, firm, reasonably uniform sedbed is
prepared four to six inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseedings within the
planting season, if possible. If stand should be more than 60% damaged, re-
establish following the original lime, fertilizer and seeding rates.
Mixture:
Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
Fertilizer - 1,000 lbs/acre - 10-10-10
Superphosphate - 500 lbs/acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt emulsion at 300 gallons/acre
........................................................................................................................................................................................................ :
SEEDING REQUIREMENTS
A-14
ilFETAYLOR WAKE COUNTY STANDARD
LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-15
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]

0;
0000"—
WAKE
COUNTY
NORTH CAROLINA
REVISED: 1/2/2020
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.
https:Hdeg.ne. gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control
City of Raleigh, Stormwater, Standard Details
(https://www.raleiglmc.govibusiness/content/PlanDev/Articles/DevServ/DrawingsStandardDetailslndex.htnA
Delaware Erosion and Sediment Control Handbook
NCDEQ, Division of Energy, Mineral and Land Resources, Mooresville
Regional Office, Typical Lot by Lot Sediment and Erosion Control Plan
NCDEQ Sediment and Erosion Control Design Manual, May 2013.
(https://deq.ne. gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-permit-guidance/
erosion -sediment -control -planning -design -manual)
Town of Cary, Standard Detail Drawings
(https://www.townofeary.org/business-development/developing-in-carv/standard-detail-drawings-2017)
Wake County, Sediment Control Details
(http://www.wakegov.com/water/stonnwater/erosion/Pages/erosionspees.a spx)
The Nan Company, Standard Single Lot Erosion Control Template
(www.thenauco.com)
NCDOT, Roadside Environmental Unit, 2018 Roadway Standard
Drawings, Division 16 Erosion Control and Roadside Development
OTHER NOTES, REFERENCES AND ACKNOWLEDGEMENTS
A-15
TAYLOR WAKE COUNTY STANDARD
LAND CONSULTANTS, PLLC EROSION CONTROL DETAILS D-16
License # P-0829
1600 Olive Chapel Rd., #140
Apex, NC 27502 [phone]