NCC221722_Site Plan or Location Map_20220506

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OWNER/DEVELOPER
HOMES BYDICKERSON
7101 CREEDMOOR RD, STE 115
Raleigh, NC 27613
919-847-4447
ATTN: KELLY O'ROURKE
SINGLE LOT EROSION CONTROL PLAN
LOTS 13116121122125126 & 42
PHASE 1 & 2
WAKE COUNTY, NORTH CAROLINA
DATE: 7/6/2021
PREPARED BY:
WithersRavenel
Engineers . Planners I Surveyors
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: C-0832 I www.withersraveneI.com
SHEET INDEX
SHEET NO
SHEET TITLE
0.0
COVER SHEET
1.0
OVERALL SUBDIVISION PLAN
2.1
SINGLE LOT EROSION CONTROL PLAN FOR LOTS 21, 22, 25 & 26
2.2
SINGLE LOT EROSION CONTROL PLAN FOR LOTS 13,16 and 42
3.1
EROSION CONTROL DETAILS
3.2
NCG01 & SEEDING DETAILS
4.1
SOILS MAP
4.2
USGS QUAD MAP
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SITE DATA TABLE:
OWNER/DEVELOPER
PIN:
PROPOSED USE
TOTAL ACREAGE (7 LOTS)
HOMES BY DICKERSON
7101 CREEDMOOR RD, STE 115
RALEIGH, NC27613
ATTN:KELLY O'ROURKE
0891-00-9949 & 0891-11-9050
SINGLE FAMILY SUBDIVISION
6.45 AC
NOTES
1. THIS PLAN IS PROVIDED FOR GRAPHIC REPRESENTATION OF THIS SUBDIVISION FOR
THE PURPOSE OF FACILITATING INDIVIDUAL SINGLE FAMILY LOT EROSION CONTROL
PERMITS WITH THIS PROJECT.
1. REFERENCE FOR RECORDED PLATS ARE PENDING.
2. REFERENCE FOR APPROVED CONSTRUCTION DRAWINGS: PLANS PREPARED BY
WITHERSRAVENEL, INC. ENTITLED 'THE OVERLOOK AT MT. VERNON PHASE 1 & 21
,
DATED 4/14/2020 (WAKE CO. CASE: PLG-2032-2020).
3. EXISTING BOUNDARY LINEWORK, LOT LAYOUT, EASEMENTS, RIPARIAN BUFFERS,
WETLAND AND FLOOD HAZARD SOILS SHOWN WITHIN THE PROJECT LIMITS ARE
BASED ON RECORDED PLATS AND APPROVED CONSTRUCTION DRAWINGS.
4. EXISTING TOPOGRAPHY IS A COMBINATION OF THE EXISTING TOPO AND THE
PROPOSED GRADING SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS FOR
THIS PROJECT.
5. PARCELS AND TOPOGRAPHIC FEATURES SHOWN FOR THE SURROUNDING AREAS
OUTSIDE OF THE PROJECT LIMITS ARE BASED ON GIS INFORMATION.
IFrFNn
DENOTES RESIDENTIAL LOTS THAT
ARE SUBJECT TO LAND DISTURBANCE
PERMITTING IN CONJUNCTION WITH
THIS PLAN
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Date
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7/6/021
MP
Revisions
GRAPHIC SCALE
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WAKE COUNTY CONSTRUCTION SEQUENCE
1. INSTALL GRAVEL CONSTRUCTION PAD, SILT FENCE, SILT FENCE OUTLET(S) OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN.
CLEARING AND MASS GRADING OF LOTS COMPLETED UNDER SEPARATE EROSION CONTROL PERMIT. FOR SINGLE LOT EROSION
CONTROL, CLEAR ADDITIONAL AREAS ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED DISTURBED AREAS IMMEDIATELY AFTER
CONSTRUCTION.
2. CALL JEEVAN NEUPANE, PE, [phone] FOR AN ONSITE INSPECTION BY THE WATERSHED MANAGER TO OBTAIN A CERTIFICATE OF
COMPLIANCE.
3. MAINTAIN DEVICES AS NEEDED. PERFORM MINOR GRADING IF NECESSARY.
4. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE
PLAN. BEGIN CONSTRUCTION, BUILDING, ETC.
5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION MULCH PAVING DITCH LININGS ETC. SEED AND MULCH
DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES.
6. WHEN CONSTRUCTION IS COMPLETE, INCLUDING LANDSCAPING, AND ALL AREAS ARE STABILIZED COMPLETELY, CALL JEEVAN NEUPANE,
PE, [phone] FOR AN INSPECTION BY THE WATERSHED MANAGERAND OBTAIN CERTIFICATE OF COMPLETION.
EROSION CONTROL NOTES
1. THE TYPICAL INDIVIDUAL LOT EROSION CONTROL DETAILS CONTAINED ON THIS PLAN ARE PROVIDED FOR PURPOSES OF ILLUSTRATING
VARIOUS TYPICAL CONDITIONS, AND SHALL BE ADAPTED AND MODIFIED AS NECESSARY IN ORDER TO ADDRESS THE SPECIFIC
CONDITIONS FOR EACH LOT. THE TYPICAL DETAILS MAY NOT ADDRESS EACH UNIQUE SITUATION, AND SHOULD BE USED AS A GENERAL
GUIDELINE FOR THE TYPES OF CONTROL MEASURES PROVIDED. SOME LOTS MAY REQUIRE COMBINING ELEMENTS OF MORE THAN ONE
TYPICAL DETAIL IN ORDER TO PROVIDE ADEQUATE EROSION CONTROL MEASURES.
2. SILT FENCE SHALL BE INSTALLED ALONG THE LOW SIDE(S) OF THE LOT SUCH THAT ALL RUNOFF FROM DISTURBED AREAS WILL BE
PROTECTED BY SILT FENCE PRIOR TO CROSSING ANY LOT LINE.
3. SILT FENCE OUTLETS SHALL BE INSTALLED AT ANY LOCATION WHERE RUNOFF LEAVES THE PROPERTY IN A CONCENTRATED FLOW
CONDITION SUCH AS SWALES, DITCHES OR ANY OTHER SIMILAR TOPOGRAPHIC DRAINAGE FEATURE.
4. A GRAVEL PAD AT LEAST 10' WIDE AND 30' LONG MUST BE INSTALLED AT THE ACCESS POINT INTO THE LOT.
5. ALL LOTS HAVE INDIVIDUAL SEPTIC SYSTEMS AS SHOWN. PRIMARY AND RESERVE SEPTIC AREAS SHALL NOT BE GRADED OR IMPACTED
IN SUCH AWAY AS TO VOID THEIR USE.
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REFERENCE LABEL FOR TYPICAL
LOT EROSION CONTROL DETAIL
THAT IS MOST APPLICABLE FOR
THIS LOT (SEE DETAIL SHEET)
6)R105'
5) W 100'_
LIMIT OF DISTURBANCE
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02181040.00
MID
Date
Designer
7/6/2021
MP
Revisions
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WAKE COUNTY CONSTRUCTION SEQUENCE
1. INSTALL GRAVEL CONSTRUCTION PAD, SILT FENCE, SILT FENCE OUTLET(S) OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN.
CLEARING AND MASS GRADING OF LOTS COMPLETED UNDER SEPARATE EROSION CONTROL PERMIT. FOR SINGLE LOT EROSION
CONTROL, CLEAR ADDITIONAL AREAS ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED DISTURBED AREAS IMMEDIATELY AFTER
CONSTRUCTION.
2. CALL JEEVAN NEUPANE, PE, [phone] FOR AN ONSITE INSPECTION BY THE WATERSHED MANAGER TO OBTAIN A CERTIFICATE OF
COMPLIANCE.
3. MAINTAIN DEVICES AS NEEDED. PERFORM MINOR GRADING IF NECESSARY.
4. PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE
PLAN. BEGIN CONSTRUCTION, BUILDING, ETC.
5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, MULCH, PAVING, DITCH LININGS, ETC. SEED AND MULCH
DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES.
6. WHEN CONSTRUCTION IS COMPLETE, INCLUDING LANDSCAPING, AND ALL AREAS ARE STABILIZED COMPLETELY, CALL JEEVAN NEUPANE,
PE, [phone] FOR AN INSPECTION BY THE WATERSHED MANAGER AND OBTAIN CERTIFICATE OF COMPLETION.
EROSION CONTROL NOTES
1. THE TYPICAL INDIVIDUAL LOT EROSION CONTROL DETAILS CONTAINED ON THIS PLAN ARE PROVIDED FOR PURPOSES OF ILLUSTRATING
VARIOUS TYPICAL CONDITIONS, AND SHALL BE ADAPTED AND MODIFIED AS NECESSARY IN ORDER TO ADDRESS THE SPECIFIC
CONDITIONS FOR EACH LOT. THE TYPICAL DETAILS MAY NOT ADDRESS EACH UNIQUE SITUATION, AND SHOULD BE USED AS A GENERAL
GUIDELINE FOR THE TYPES OF CONTROL MEASURES PROVIDED. SOME LOTS MAY REQUIRE COMBINING ELEMENTS OF MORE THAN ONE
TYPICAL DETAIL IN ORDER TO PROVIDE ADEQUATE EROSION CONTROL MEASURES.
2. SILT FENCE SHALL BE INSTALLED ALONG THE LOW SIDE(S) OF THE LOT SUCH THAT ALL RUNOFF FROM DISTURBED AREAS WILL BE
PROTECTED BY SILT FENCE PRIOR TO CROSSING ANY LOT LINE.
3. SILT FENCE OUTLETS SHALL BE INSTALLED AT ANY LOCATION WHERE RUNOFF LEAVES THE PROPERTY IN A CONCENTRATED FLOW
CONDITION SUCH AS SWALES, DITCHES OR ANY OTHER SIMILAR TOPOGRAPHIC DRAINAGE FEATURE.
4. A GRAVEL PAD AT LEAST 10' WIDE AND 30' LONG MUST BE INSTALLED AT THE ACCESS POINT INTO THE LOT.
5. ALL LOTS HAVE INDIVIDUAL SEPTIC SYSTEMS AS SHOWN. PRIMARY AND RESERVE SEPTIC AREAS SHALL NOT BE GRADED OR IMPACTED
IN SUCH A WAY AS TO VOID THEIR USE.
LEGEND
O
REFERENCE LABEL FOR TYPICAL
LOT EROSION CONTROL DETAIL
THAT IS MOST APPLICABLE FOR
THIS LOT (SEE DETAIL SHEET)
LIMIT OF DISTURBANCE
PRIMARY SEPTIC TRENCHES
RESERVE SEPTIC TRENCHES
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Job No.
Drawn By
02181040.00
IMP
Date
Designer
7/6/2021
MP
Revisions
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GRAPHIC SCALE
1 inch = 50 Ft.
Sheet No.
2.2

TREE PROTECTION FENCE
SILT FENCE (SEE NOTES)
OUTLET
SILT FENCE
0
RIGHT OF WAY I CONSTRUCTION
A ENTRANCE
SILT FENCE
OUTLET
WATTLES TOP OF SWALE
AS NEEDED R ADW Y EDGEOF
TYPE A PAVEMENT OR CURB
LEGEND
FLOW DIRECTION
- SF -
SILT FENCE
i
DIVERSION DITCH
l
WATTLE
- rr -
TREE PROTECTION FENCE
4910
SILT FENCE OUTLET
0
INLET PROTECTION
DRIVEWAY PIPE
CONSTRUCTION ENTRANCE
COUNT
ORTri CAROUN
REVISED: 1/2/2020
TP TP TP TP -.
I� �I
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TYPE B
3' RETURNS
TYPE C
INLET
TYPE D
i
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TYPE E
INLET
NOTES:
1. If required by Wake County, tree protection fence shall be
6, Construction entrance should be installed for each lot and field
installed along the rear property line when adjacent to riparian
located.
buffer zones, wetlands and/or 25 foot Tree and Vegetation
T If the disturbed area is greater than one acre, a custom erosion
Protection Zone. If the lot is subject to a municipal planning
control plan should be submitted for the 15-day review cycle. The
jurisdiction, then the builder is responsible for verifying the
plan should address berms/diversions and sediment traps and
applicable tree protection standards and for installation of tree
basins.
protection measures as required by the municipality.
S. If multiple lots share silt fence with none installed between the
2. Install silt fence on low elevation sides of each lot and install silt
lots, a revised plan will be required.
fence outlets shown on schematic/diagram and as needed.
9. Inlets downstream of disturbances should be protected, streets
3. Silt fence should be located at least 50 ft. upstream of water
should be swept as needed when sediment is present, and erosion
features (ex. wetlands, ponds, creeks, streams, etc.).
control measures removed or damaged by sub -contractors or
4. It is the responsibility of the builder to ensure septic system
utilities shall be re -installed at the end of the work day.
and repair areas are not impacted by silt fence installation.
10. Details for silt fence, silt fence outlet, construction entrance and
5. Install silt fence in accordance with Table 6.62a below from the
other measures are provided on other sheets.
NCDEQ Erosion & Sediment Control Planning & Design Manual:
11. Erosion control details are not drawn to scale.
12. If lots are contiguous and have different land owners, lots can not
Table 6.62a Maximum Slope Length and Slope Grade for Silt Fence
share the silt fences. Each lot should have individual silt fences.
13. For lots with diagonal drainage flow to one side, utilize
Slope Slope Length (ft) Maximum Area (ft2)
appropriate lot schematic/diagram and add a note in the Special
<2% 100 10.000
Notes section of table on sheet A-3 indicating the direction of flow
2 to 5% 75 7,500
and location of silt fence and silt fence outlet.
5 to 10% 50 5,000
10 to 20% 25 2,500
>20% 15 1,500
TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL I A-2
STANDARD METAL POSTS Z IN GROUND
GALVANIZED
HARDWARE WIRE
- - - - - - - - - - - - - - - - - - - -
�`� i,�� TOP ELEVATION OF STOR- - -
30-0MINIMUM
EXTENDS TO TOP OF
#5 WASHED
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
BOX
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1 MAX,Ia
STONE I Fe
NOTES:
1. Install silt fence or tree protection fence adjacent to
EXISTING SLOPE'
I
construction entrance to direct vehicles to drive on stone.
A L H
I -I ll =1-III 11 lit
2. If mud is not removed from the vehicles traveling over the
01 RIP -RAP
stone, then the tires of the vehicles should be washed
before entering the public road or the construction entrance
must be lengthened. Sweep streets immediately if mud is
a
VARIES
EXISTING
2"-3" STONE TO BE USED
10-FT MINIMUM OR
WIDTH OF PROPOSED
tracked offsiteonto public roads,
3. Maintain construction entrance in a condition to prevent°
o� o
S D E VIEW
ROADWAY
(SURGE STONE OR RAILROAD BALLAST)
DRIVEWAY, WHICHEVER
IS GREATER.
mud or sediment from leaving the site. Entrance will
require periodic removal of sediment -laden stone and
°°
8�
° C R
�'
EXISTING SLOPES
replacement with fresh stone. Immediately remove all
mud/seditnent/rock tracked off the lot.
°�O
°
FILTER OF #57
(� WASHED STONE
Qom- 12'-18'
-
"-III
°
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O MINIMUM ABOVE
p TOP OF THE
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Check dams are used in channels to reduce erosion in drainage
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4' MAX
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I I -I 2.
Height and width of the check dams are determined by existing
NEW
I I� KEYED RIP RAP
3.
topography and sediment storage requirement.
Set spacing between check dams so that the elevation at the top
CONSTRUCTION ~,
�1
-
of the lower dam is the same as the toe elevation of the upper
EXISTING ROADWAY
30'-0" MINIMUM
A
SECTION VIEW
4.
-11�jl�l�- - #5 WASHED STONE
m.
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.
111
5.
Inspect check dams at least once a week and after each rain
FRONT N T VIEW
event. Complete any required repairs immediately. Remove
- I=
I IIII I ITI I I -III-
sediment accumulation from behind check dams to prevent
III -III'
NOTES:
damage to the channel vegetation. Flow should be maintained
through the dam.
I I
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
FILTER FABRIC UNDER STONE
adequate flow.
7T-7
CROSS SECTION
A
COUNTY
COUNTY
COUNTY
NORTH CAROLtN
STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL A-6
NORTH CAROLINA
STANDARD INLET PROTECTION
DETAIL A-7
NORTH CAROLIN STANDARD CHECK DAM DETAIL
A-8
REVISED: 1/2/2020
REVISED: 1/2/2020
REVISED: 1/2/2020
USE A MINIMUM OF 2 STAKES ON
UPSLDPE SIDE
FLOW ff
f MATTING
DITCH
SLOPF,�
GROUND
I I I I
PLAN VIEW
FUSE A MINIMUM OF 4 STAKES ON
DOWNSLOPE SIDE
DOWNSLOPE
------
MIN, 2 STAKES ON UPSLDPE MINIMUM 4 STAKES ON DOWNSLOPE
GROUND
11 11 hI 11-I 1171
I ,I lil l l - 11111=1_
I I I I I1 I I I III -I 1-
MATTING
V-DITCH SECTION VIEW
MIN, 2 STAKES ON UPSLDPE
coUNTY
NORTH CAROLIN
REVISED: 1/2/2020
MINIMUM 4 STAKES [IN
DOWNSLOPE
-I! I j 1 i J- MATTING
TRAPEZOIDAL DITCH
SECTION VIEW
j� ISOMETRIC
VIEW
TUP OF BANK
w �.
WATTLE
DOWNSLOPE
MATTING
NOTES:
l . Use a minimum 12-inch diameter excelsior wattle.
2. Use 24-incb 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 dowrIslopc 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 eac
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
CWATTLE
MATTING
STAPLES STAPLES
STAPLE INSTALLMENT
SECTIONS
►` IU/I :�ii7: C�1: � � :�ii
WATTL
-STAKES
ANGLE STAKES TO
WEDGE WATTLE
ONTO GROUND
TTING
STAKE INSTALLMENT
CROSS SECTION
A-9
I,
rlll
ITIITITI�.. TI i� Imo.. ---
-I-
�TIIuLI I k
3
ui-
I
II 0" �, 1
-,TA--E [I��/� I
CHECK
MATTING IN DITCHES
AKE
COUNTY
ORTH CAROLINA
REVISED: 1/2/2020
Ai
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� T t 0
�•, ,I Utt,
Checy
MATTING ON SLOPES
18"
(MIN.)
BACKFILL-
6"
(MIN.
EXISTING
GROUND
31
STAPLES ON
<7.7r \.� 1 CENTERS
�Q IN TRENCH
yv
6" MIN
MATTING SHALL BE STAPLES ON
PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
_IACRAV Via,
G�IA FA
5tt7ple Check Pattern
4"
Staple �
PIACRAM �
ROLLED EROSION CONTROL PRODUCT INSTALLATION DETAIL
A-10
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COUNTY
ORTIT CAROLTNA
RLA'.1SED: 1/2/2020
TREE
PROTECTION
ZONE
KEEP OUT
4'
MINIMUM
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FENCE MATERIAL: :D
h-
ORANGE, UV RESISTANT Cn
HIGH TENSILE STRENGTH
POLYETHYLENE LAMINAR o
BARRICADE FABRIC
ATTACH SIGN Ld
TO POST
NOTES:
1. All plants designated to be saved shall be protected by
fencing, as illustrated.
2. Install tree protection fence at tree drip fine 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
must contain the following language in both english &
spanish:
"TREE PROTECTION ZONE, KEEP OUT".
4- There shall be no storage of material within the boundaries
of the tree protection fencing.
5. Tree protection fencing shall be maintained throughout the
duration of the project.
4'
MINIMUM
Tih l l� 1 1 1 T 2' M I N.
1.33 Ibs/LF STEEL POST
STANDARD TREE PROTECTION FENCE DETAIL
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Job No.
Drawn By
02181040.00
IMP
Date
Designer
7/6/2021
MP
Revisions
Sheet No.
3.1

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
implementing the details and specifications an this plan sheet will result in the construction
activity being considered compliant with the Ground Stabgizadon and Materials Handling
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 nat 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
(HQW) Zones
(c) Slopes steeper than
If slopes are 14' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 5V 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 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 shali 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 shaii be maintained in a manner to render the
surface stable against accelerated erosion untii permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soii. Use one of the
techniques in the table below:
Temporary Sta fsifization
Perrdarmit%abilhOon
■ Temporary grass seed covered with straw or
v Perrnanent grass seed covered with straw or
other mulches and tackifiers
other rnulches and tackifiers
. Hyrsroseeding
a Geotextile tabrics such as permanent soil
. Rolled erosion control products with or
mhtorcement matting
without temporary grass seed
■ Hydroseeding
. Approprlately applied straw or other mulch
r Shrubs or other permanent plantings toVemd
. Plastic sheeting
with mulch
+ Uniform and evenly distrlbuted ground cover
SUfflrlent to restrain erosion
■ structural methods such as cnncrete.,asphait or
retaining walls
■ Rolled erasion control products with grass seed
POLYACRYLAMiDES (PAMSj AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMSIFlocculuncs.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified In the NC OWR List of Approved
PAMSIFlocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated 5tormwater 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 vehldes 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 MATERM 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 altematives are reasonably available.
4. Locate waste containers on areas that do not recelve substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
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.
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. Un 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. 5how stockpile locations on plans. locate ea rthen-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 statue stone access point when feasible.
4. Stabilize stockpile within the timefram es 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.
. NORTH CAROLINA
Environmental Quality
ONSITE CONCRETE VASHDUr
STRUCTURE VITH LINEk
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2r ow MAI1E V►W17 SipcnL ABOVE GO VJJLW STRUICT CC
CONCRETE WASHOUTS
I. 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 regufations and at an approved facility.
S. 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. Instali 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. 5tormwater 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 averfiow.
7. Locate washoutsIn 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.
S. 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.
HERBtams, PESTICIDES AND RODENTICIDES
I. 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 ❑nsite.
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.
For questions and assistance, please contact NCDEQ at 919-707-3639.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
A-12
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 ]fate (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 1,0001bfacre 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 4,00011blacre straw. Anchor straw by asphalt tack,
Apply 4,000flblacre 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 4,00011blacre 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.
PERMANENT SEEDING REQUIREMENTS FOR
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
Date
Type
Planting Rate
Aug 15 - Nov 1
Tall Fescue
300 Ibslacree
Nov 1 - Mar 1
Tall Fescue & Abruzzi Rye
300 Ibslacre
Mar 1 - Apr 15
Tall Fescue
300 lbstacre
Apr 15 - Jun 30
Hulled Common
Bermudagrass
25 I bslacre
125 lbslacre (Tall
Tall Fescue AND Browntop
Fescue); 35 Ibslacre
,Jul 'I - Aug 15
Millet or Sorghum -Sudan
Browrntop Millet); 30
Hybrids***
Ibslacre (Sorghum -
Sudan Hybrids)
Seedbed Preparation:
1. Chisel compacted areas and spread topsoil three inches deep over adverse
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 wellpulverized, firm, reasonably uniform seebed 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.
S. 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 tonslacre (3 tons/acre in clay soils)
Fertilizer -1,000 lbslacre-10-10-10
Superphosphate - 500 lbslacre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt emulsion at 300 gallons/acre
SEEDING REQUIREMENTS
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Job No.
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02181040.00
MID
1
Date
Designer
7/6/2021
MP
Revisions
Sheet No.
3.2
REVISED: 1/212020

35' 5B 51' N
35° Sri' 31" N
Soil Map —Wake County, North Carolina
(OVERLOOK PH1&2)
. 0 7776170 7D= 7081C0 708"
7[AA17 707s1'1^,
- MapSr�� l: t,7-ia if piYiterl nn C E3�rkrape. {77" )c f r') f,aPr-
Flelers
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Natural Resources
Conservation Service
TRI'Y1
Web Soil Survey
National Cooperative Soil Survey
i; � Mu - �14
6/22/2021
Page 1 of 3
35° 56 a' N
35' 59 31' N
Soil Map —Wake County, North Carolina
Map Unit Legend
OVERLOOK PH1&2
Map Unit Symbol
Map Unit Name
Acres In A01
Percent of A01
CeB
Cecil sandy loam, 2 to 6
21 9
31.1 %
percent slopes
Cecil sandy loam, 6 to 10
CeC
16.6
23.6%
percent slopes
5.2
ChA
Chewacla and Wehadkee
7-4%
soils, 0 to 2 percent slopes,
frequently flooded
HeB
Helena sandy loam, 2 to 5
0,1
0.1 %
percent slopes
Pal)
Pacolet sandy loam, 10 to 15
14.8
21.0°%
percent slopes
PaE
Pacolet sandy loam, 15 to 25
11.8
16.8%
percent slopes
Totals for Area of Interest
10.5
100-0%
USDA Natural Resources
Conservation Service
Web Sail Survey
National Cooperative Soll Survey
Soil Map —Wake County, North Carolina
(OVERLOOK PH1&2)
Area of Interest (AOI)
i#1 Spoil Area
Area of Interest tACI]
Stony Spot
Soils
Very Stony Spot
Soil Map Unit Polygons
v%.1 Spol
r
Soil Map Unit Lines
Olhur
13
Soil M:1p UnI Pmnls
Special Line Features
Special
Point Features
CJ
Blrnvnut
Water Features
51roams and Canals
Borrow Pit
Transportation
Clay Spot
+11+ Ralls
;}
Closed Depression
01%0 Intersiatz Highways
Gravel Pit
US Routes
;
Gravelly Spot
Wjop Roads
Landfill
Local Roads
A,
Lnva Flow
Rack9 round
46
Marsh or swamp
. Aerial Phoioaraphy
,:.
Miria or Quarry
0
Miscellaneous Water
0
Perennial Water
N�
Rack Outcrop
+
Saline Spal
Sandy Spot
gW
54Vvwly Elpd(d Spol
Sinkhole
Slide or Slip
P
sodic Spot
6/22/2021
Page 3 of 3
MAP IN FORMATION
The soil surveys that comprise your A01 were mapped at
1:24,000,
1Narning Sail Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale_
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map' Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System. Web Mercator (EPSG.3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection• which preserves ofrectloIt and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations at distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) Listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 20, Jun 3, 2020
Soil map units are labeled (as space allows) for map scales
1.50,000 or Larger
Date(s) aerial images were photographed: Oct 1 g. 2019—Oct
28, 2019
The orthophra(o or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting or map unit boundaries may be evident.
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Job No.
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MID
Date
Designer
7/6/2021
MP
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Revisions
r 'A).1 Natura I Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
S122I`2021
Page 2 of 3
Sheet No.
4.1