NCC222284_Site Plan or Location Map_20220622

HOLLY ROOK
EROSION CONTROL PLANS
PHASE 1 A LOTS 28-80
WENDELL, NORTH CAROLINA
GENERAL APPROVED NOTES:
1. Construction details provided in this standard plan are NOT drawn to scale.
2. These details are for lots with less than one acre of land disturbance.
3, if the land disturbance on a single lot is greater than one acre, a custom plan should be submitted for the 30-day
review cycle that addresses berms/diversions and sediment storage traps and basins.
4. This document is a guideline to control sediment onsite for single family lots with a disturbed area of less than one
acre. Additional sediment control measures may be needed on a site -by -site basis.
5. Additional information on specification and installation guidelines can be obtained from the State Erosion and
Sedimentation Control Design Manual.
htt scae ,nc, ovlaboutldivisionstener -mineral-land-resourceslerosion-sediment-control
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
cycie.
2. As of March 1, 2019 applicants must apply online for NCG-01 Permit coverage from NCDEQ. 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 gravel construction entrance, silt fence, slit fence outlet and other measures as needed. Clear only as necessary to install these
devices. Seed all disturbed areas.
S. Call Karen Pageau (919)-796-8769, the Wake County Environmental Consultant, for an onsite inspection to obtain a Certificate of
Comp€lance.
6. Begin construction, building, clearing and grubbing. Maintain devices as needed. Rough grade site.
7. Stabilize sire as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Seed and mulch denuded areas per
NPDES Ground Stablization Timeframes.
B. When construction is complete, and all areas are stabilized completely call Karen Pageau (919)-796-8769, Wake County
Environmental Consultant for an inspection.
9. If site is approved, remove silt fence, silt fence outlet and other installed sediment control measures and seed out or stabilize any
resulting bare areas.
10. When vegetation has become established, call for a final site inspection by Karen Pageau {9191-796-8769, Wake County
Environmental Consultant.
11. Obtain a Certificate of Completion.
JEROISION AND SEDIMENT CONTROL
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation & Erosion Control
919-856-7400
ENVIRONMENTAL CONSULTANT SIONATURE
May 27, 2022
BUILDER
RYAN HOMES
5734 TRINITY ROAD, SUITE 200
RALEIGH, NC 27607
PHONE: [phone]
VICINITY MAP
NOT TO SCALE
TABLE OF CONTENTS
COVERSHEET
OVERALL SITE PLAN
2
'
I ■
SCI-E PLAN 1
'
SITE PLAN 2
4
LOT NOS., DISTURBED ACREAGE AND DRAn4AGE PATTERN
5
TYPE TABLE
STANDARD EROSION AND SEDIMENT CONTROL DETAILS,
NPDES GROUND STABILIZATON TIME FRAME, AND SEEDING
6
SCHEDULE
STANDARD EROSION AND SEDIMENT CONTROL DETAILS.
NPDES GROUND STABR.IZATON TIME FRAME, AND SEEDING
7
SCHEDULE
STANDARD EROSION AND SEDIMENT CONTROL DETAILS,
NPDES GROUND STABILIZATON TIME FRAME, AND SEEDING
8
SCHEDULE
STANDARD EROSIONAND SEDIMENT CONTROLDETALLS
BH. NPDES GROUND STAIZATON TIME FRAME, AND SEEDING
9
SCHEDULE
PROJECT NAME: L O+S S 9
WAKE COUNTY PROJECT NO.:
DATE OF PERMIT ISSUANCE:
DATE OF PERMIT EXPIRATION:
MORRIS & RITCHIE
ASSOCIATES
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Prejed No.: 20322
Date: May 27, 2022
0—By: DarynA.
Checked By. J-MEe G.
Seale: As Sho-
Sheet: 1 Ma

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ASSOCIATES
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ENGINEERS, N HIIECIS, PLANNERS,
SURVEYDRS h IANDSWE AACNTIFT:3S
5605 CHAPELMIrL ROAD
SUITE fr2
R4LEIGH, NORTH CARD IMA 77607
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Daps; May 27. 207E
Drawn By: Da,Yn A,
Checked ey: Jamie G-
Se'le: T'=l90'
Sheet 2of9
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NOTES:
1. This sheet indicates the limits of disturbance for the shown lots. Standard erosion control measures including silt
fencing, construction entrance, and silt fence outlets shall be installed on each lot in accordance to the Standard Details
provided in Street 6 of this plan.
2. Inlet protection devices shall be installed on all curb inlets and drop inlets immediately down gradient of disturbed lots,
3. Contractor shall be responsible for regular street sweeping cleanup for the duration of the construction.
4. Additional information on specification and installation guidelines can he obtained from the State Erosion and
Sedimentation Control Design Manual.
https;f[deg.nc.goviabouttdivisions/energy-mineral-land-resources/erosion-sediment contrct
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SINGLE
FAMILYLOT
NO.
DISIIRBED
AREA (ACRE)
DRAINAGE
PATTERN TYPE
28
CL18
R&D
29
EL23
R&D
30
0.25
B & E
31
EL25
B&E
32
0.25
S&E
33
0.32
S & E
34
0,21
S&E
35
0.20
B&E
36
0.22
a
37
0.24
a
38
0.19
R
39
0.18
B & D
40
0.29
R&D
41
0.19
A
42
0.20
A
43
020
A
44
0.20
A
45
0.20
A
46
0.17
R & D
47
0.15
B&D
48
0.35
8&0
49
0.17
E & D
50
PAR
A&D
51
0.29
B & D
52
GJA
RIAE
53
0.19
B & E
54
0.21
B&E
5s
0.14
A
56
M14
A
57
CL14
A
58
414
A
59
0.14
A
60
EL21
R&D
61
0.1B
B&D
62
618
S & E
63
0.18
B & E
G4
0.33
B&E
65
0.14
C
66
0.14
C
67
0.14
C
68
0.15
C
69
0.15
C
70
Q15
C
71
ass
C
72
ass
c
73
ass
C
74
0.15
C
15
0.15
C
76
0.15
C
77
0.21
D & E
78
0,17
0 & E
74
0.17
D & E
80
0.17
O & E
TOAL
DISTORBED
AREA
9.82
LEGEND:
ED LOT NU.
O,WO SF EAT AREA
/O00 LOT ADOREa'S.
DRNNADE F W IN SWALE
comuNE OF R0.•D
PROPOSED COHTOLR
I � EJASNNG W WO UA
----- 2 ----- EXISTING 2' CONTOUR
""Nu GORE
PROPERTY DNE
RNHT-OF-WAY
RI"K WICSEWER
IX SO
--_-'--_--- E7IISTTNG STORM ORNN
E.YLSTWG WATER imN
9UITDRG SETBACK DNE
EASEMENT BNE
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E%ISTNG TRIUNE
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ASSOCIATES
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SURVEYORS @ IANDSWE AACRTECTS
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SUITE 112
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RYAN HOMES
S34TRINITY RMD,SURE2W
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Project Nu.: 20322
Date: May 21, 2022
cr-mW Daryn A.
Checked BY: Jamie G,
Scala: 1" = 40'
Sheet: 3 of 9
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FAMILY LOT
N0.
DISrORBED
AREAIA6REI
ORAI NAGE
PATTERN TYPE
28
0.19
R & D
29
0123
B & D
30
M25
B&E
31
0.25
B & E
32
0.25
B & E
33
IL32
B & E
34
a21
B&E
35
0.20
R&F
36
1122
B
37
a24
B
38
M19
8
39
0.18
B&O
40
Q28
B&D
41
0.19
A
42
0.20
A
43
0.20
A
44
a20
A
45
0.20
A
46
0.17
B & D
47
0.15
B & D
48
0.15
B & D
49
0.17
B & D
50
MIR
H&D
51
0.18
B & D
52
0.18
B&E
53
0.19
A&F
54
M21
S&E
55
0.14
A
56
0.14
A
57
0.14
A
SB
0.24
A
59
0.14
A
60
0.21
B & ❑
61
MIS
B&D
62
0.18
B & F
63
0,18
n & E
64
M33
B & E
65
a14
C
66
CL14
C
67
Q14
C
68
a15
C
fig
0.15
C
70
0.15
C
71
MIS
C
72
0115
C
73
0.15
C
74
M15
C
75
0.15
c
76
0.15
C
77
an
D&E
78
IL17
D&E
79
0.17
D & E
30
O17
❑AF
TOAL
DISTURBED
ARE4
9.82
LEGEND:
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CDIMUNE GF R-
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ExisnNG STORM OIWN
TJRSTING WATER MN
BUIO]ING SETBACK UNE
NOTES:NOTES:FASE]NE!!r
ONE
-.
4' CONCRETE WN
t.
This sheet indicates the limits of disturbance for the shown lots. Standard erosion control measures including silt
.'"VWV1
EKNG TRFEONE
fencing, construction entrance, and silt fence outlets shall be installed on each lot in accordance to the Standard Details
provided in Sheet 6 of this plan.
ms suBMmm Fsc FLAN
2.
Inlet protection devices shall be installed on all curb inlets and drop inlets immediately down gradient of disturbed lots.
3.
Contractor shall be responsible for regular street sweeping cleanup for the duration of the construction.
4.
Additional information on specification and installation guidelines can be obtained from the State Erosion and
Sedimentation Control Design Manual.
hftps:[/deg.nc.gov/abDutidivisionsfenergy-mineral-la nd-resources/erosion-sediment-contrd
MORRIS & RITCHIE
ASSOCIATES
OF NC, PC
ENG ROUE S, AACHRECIS, PL 11,10 S,
SURVEYORS & OWOSGyE ARCHRECTS
SM5 CHAPEL HLL ROAO
SUITE 112
114MGH, NORTH D4ROI,INA 27607
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Raar', 25' Min
Pro;ed N., 20322
Dale: Mar 27. 7M
Or -BY; OarynA.
Checked By: Jamie G.
S-a . 1" - 40'
Sheet 4of9
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TREE PROTECTION FENCE
SILT FENCE (SEE NOTES)
OUTLET g
[',-SILTFENCE
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RIGHT OF WAY I CONSTRUCTION
y ENTRANCE
SILT FENCE
OUTLET
WATTLES -;OAD
TOP OF SWALE
AS NEEDED WAY EDGE OF
TYPE A PAVEMENT
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TYPE B
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TYPE C
TYPE D
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TYPE E
NOTES:
I. Tree protection fence should be installed along the rear property 8. Inlets downstream of disturbances should be protected, streets
line when adjacent to riparian buffer zones, wetlands and/or 25 ft. should be swept as needed when sediment is present, and erosion
LEGENDS Tree and Vegetation Protection Zone. control measures removed or damaged by sub -contractors or
2. Install silt fence on low elevation sides of each lot and install silt utilities shall be re -installed at the end of the work day.
fence outlets shown on schematic/diagram and as needed. 9. Details for silt fence, silt fence outlet, construction entrance and
FLOW DIRECTION 3. Install silt fence within 10 feet of property line on all sides of lot other measures are provided on other sheets.
to avoid conflict with septic system. It is the responsibility of the 10. Erosion control details are not drawn to scale.
- SF - SILT FENCE builder to avoid septic system conflict with silt fence installation. 11. Verify the land disturbance does not impact septic field or repair
4. Construction entrance should be installed for each lot and field field as this may void on -site waste water permit validity.
DIVERSION DITCH located. 12. If lots are contiguous and have different land owners, lots can not
( WATTLES 5. These details are for only lots with disturbed area less than one share the silt fences. Each lot should have individual silt fences.
acre. 13. Standard erosion control plan does not cover the following:
TP TREE PROTECTION FENCE 6. If the disturbed area is greater than one acre, a custom erosion a. Basement lots
control plan should be submitted for the 30-day review cycle. The b. Lots with greater than 5 feet elevation between the toe of slope
SILT FENCE OUTLET plan should address berms/diversions and sediment traps and and/or lots with greater than 10 feet elevation of the disturbed
WATTLES basins. area from front to back
7. If multiple lots share silt fence with none installed between the c. Lots with concentrated flowlswales between them
DRAINAGE PIPE lots, a revised plan will be required and a Notice of Violation d. Lots with Stormwater Control Measures (SCMs) for the
(NOV) with civil penalty will be issued. individual lot
CONSTRUCTION ENTRANCE e. Lots receiving offsite concentrated stormwater.
A
couNr
NORT][C.4ROLINA TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL
EFFECTIVE: 4/15/19
A-2
SINGLE
LOT
NU.
No.
DISTVRSED
AREA [ACRE)
DRAINAGE
PATTERN TYPE
28
0.18
B & D
29
0.23
B & D
30
0.25
8 & E
31
0.25
B & E
32
0.25
S & E
n
0.32
B & E
34
0.21
S & E
35
0.20
B&E
36
0.22
B
37
0.24
B
38
0.19
B
39
0.18
B & D
40
0.29
B&❑
41
0.19
A
42
0.20
A
43
0.70
A
44
0.111
A
45
0.20
A
45
0.37
a&D
47
C.15
B&D
48
0.15
8&D
49
0.17
B & O
5o
0.16
S&D
51
0.18
B & D
52
ais
B & E
53
MIS
B & E
54
0.21
B&E
55
0.14
A
56
0.14
A
57
0.14
A
58
0.14
A
59
0.14
A
60
0.21
B & D
61
D.16
B & D
62
D.fe
A A E
63
0.18
B & E
64
0.33
S&E
65
0.14
C
66
0.14
C
67
a14
C
GR
a15
C
69
cis
C
70
ass
C
71
0.15
C
72
ass
C
73
0.15
c
74
0.15
c
75
0.15
C
76
0.15
C
77
0.21
D & E
78
0.17
D & E
79
0.17
a & F
80
0.17
O & E
TDAL
DISTURBED
AREA
182
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MORRIS & RITCHIE
ASSOCIATES
OF NG, PC
ENUNEERS, ARCHNELTS, PLANNERS,
suRVEYDRS & uNOwse AnCIll=
5M CHAPEL HNL Rd
SUITE 112
RALEIGH, NORTH GARMNA 27607
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RYANH-ME$
ST44TRINFY ReAG, SUITE zoo
PALUGH, NC 2MT
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Prolecl Nv 20322
Date: MaY 27, 2022
Drawn Ry; DarynA
Checked By: Jamie G.
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STANDARD TEMPORARY SILT FENCE OUTLET DETAIL
EFFECTIVE: 4119119 _
PLAN MEW
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EFFECTIVE: 4111119
FLAN VIEW SECTION MEW
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PERMANENT
SHOULDERS,
SEEDING REQUIREMENTS
SIDE DITCHES, SLOPES
FOR
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Type
Plaetln Nate
Aug 15 - Hen 1
Tan IF .Rue
300 Lbal—
i 1 -Mar 1
Tall Fescue A Ab -. .Nye
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DUNTY
SEEDING REQUIREMENTS
A -IA
EFFECTIVE NEY19
NPDES Slormwater Discharge Permit for Construction Activities (NCGD7} NCDENRDIvislort of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
lEffeptive A0g.3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
f T
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
-
7 days
If slopes are ID'or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 31 flatter
14 days
7 days for than 5B' in length.
or
slopes greater
OAll other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones,
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ASSOCIATES
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Silo:
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Renr:
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Project Na.:
20322
❑ate:
May 27. 2U22
Clown By-
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Checked By:
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Scale:
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Sheet
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the 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:
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
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3A
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.
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 erasion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erasion 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
offs[te.
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
I. 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.
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.
NORTH CAROLINA
t'AlEnvironmental Quality
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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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 far
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not he pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
he 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 -
For questions and assistance, please contact NCDEQ at 919-707-3639.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
A- I2
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ASSOCIATES
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ENGINEERS, µrHWIS. PIANNFFS.
sUR&'YORS k WNSrIPE mcHITM
5005 CHAPEL HILL AuAia
SUITE f 12
RALE'GH, NORTH CAROLINA 27007
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SETBACKS
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P:oJect Nn.: 20322
Elate, May 27, 2622
Dl By: Daiyn A.
Checked Hy: Jamie G.
Scale: As Shown
sheet 7.19
1r..1P9^S54'ESL 313r{3[ I.d.�.521/bnJ:5J:39 Phl DAAllp�itt

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 €n 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
Dailyrainfall am is.
maioWied in
If no daily rain gauge observations are made during weekend or
good working
holiday periods and no individual -day rainfall information
ormatian is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days an which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
i2) E&SC
At Feast once per
1, Identification of the measures inspected,
Measur_s
7calendar days
2. Date and done ofthe 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 g 1.6 inch In
properly,
24 hours
S. Description nfxtaintenance 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
7calendar days
2. Date and time nF the inspection,
outfalls (Sous)
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
-out >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 fallowing 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 2: 1.0 inch In
2. Description, evidence, and date of corrective actrons taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5)Streams-
At least once per
If the stream arwetland has increased visible sedimentation or
wetlancs ons€te
7caiendar days
stream has visible increased turbidity from the construction
or offsita
and within 24
activity, then a record orthe following shall be made:
{where
hours of a rain
1. Description, evidence and date ofcormctive actions taken, and
ccessible)
everi 1.0 inch In
2. Records ofthe required reports to the appropriate Division
24 hours
Regional Office per Part III, section C, Item (21(al of this permit
of this permit.
(6) Ground
After each phase
1. The phase ofgrading (installation of perimeter E&SC
stabilization
of grading
measures, cleaing and grubbing, Installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentat€on 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.
°�� NORTH CAROLINA
..:t« Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
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 documented in the manner
described:
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.
(L) 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.
id) 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 li
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency 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 30 days. 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.
(c) All data used to complete the Notice of intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41)
For questions and assistance, please contact NCDEQ at 919-707-3639.
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 orwetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
. They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless ofvolume).
(a) 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 CERCIA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 t)meframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone],
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
. Within 24 hours, an oral or electronic notification.
deposition In a
. Within 7 calendar days, a report that contains a description of the
stream nr wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
rase -by -case bass.
. If the stream is framed on the NC 303fdi list as impaired for sediment -
related causes, the permittea 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 leastten 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(ri
effect of the bypass.
(d) Unanticipated
• Within 24hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes art evaluation of the
122.42(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(1)47)]
prevent reoccurrence of the ne ncompl€ante. [40 CFR 122.41(1)(6).
. Division staff mat waive the requirement for a written report on a
case -by -case basis.
NCGO 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
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Protect No.' 20322
D.I. May 27. 2022
Dr.- By: Darya A.
checked By: Jamie G.
Deal.: As Shown
Sheet a of 9
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ANCHOR PLASTIC LINER
WITH N57 STONE BERM
SILT FENCE —
25'MINIMUM NOTES:
6' 2' 1. ACTUAL LAYOUT TO BE DETERMINED IN FIELD.
2. THE "CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FEET OF
THE TEMPORARY CONCRETE WASHOUT FACILITY.
3. PIT CAPACITY IS MINIMUM OF CUBIC FEET PER'10 CUBIC YARDS OF
VEHICLE ENTRANCE CONCRETE.
f g 2% SLOPE
L �- 9. CONCRETE WASHOUT PIT SHALL BE PUMPED OUT ON A REGULAR BASIS BY
1. PIT SVMP Z
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SECTION A -A SILT
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FRONT VIEW
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"CONCRETE WASHOUT" SIGN DETAILS
CONCRETE WASHOUT PIT
CONSTRUCTION SITE WASTE MANAGEMENT AND SPILL CONTROL
Per the NCG-01, the Constnlction Site Pollution Prevention Plan should include the following elements:
Material Inventory
Document the storage and use of the following materials:
a. Concrete
b. Detergents
c. Paints (enamel and latex)
d. Cleaning solvents
e. Pesticides
f. Wood scraps
g. Fertilizers
IT, Petroleum based products
2. Good housekeeping practices
a. Store only enough product required to do the job.
b. All materials shall be stored in a neat, orderly manner in their original labeled
containers and covered.
c. Substances shall not be mixed.
d. When possible, all of a product shall be used up prior to disposal of the container.
e. Manufacturers' instructions for disposal shall be strictly adhered to.
f. The site foreman shall designate someone to inspect all BMPs daily.
3. Waste management practices
a. All waste materials shall be collected and stored in securely lidded dumpsters in a
location that does not drain to a waterbody.
b. Waste materials shall be salvaged and/or recycled whenever possible.
c. The dumpsters shall be emptied a minimum of twice per week, or more if necessary.
The licensed trash hauler is responsible for cleaning out dumpsters.
d. If fertilizer bags cannot be stored in a weather-proof location, they shall be kept on a
pallet and covered with plastic sheeting which is overlapped and anchored.
4. Equipment maintenance practices
a. If possible, equipment should be taken to off -site commercial facilities for washing and
maintenance.
b. If performed on -site, vehicles shall be washed with high-pressure water spray without
detergents in an area contained by an impervious berm.
c. Drip pans shall be used for all equipment maintenance.
d. Equipment shall be inspected for leaks on a daily basis.
e. Fuel nozzles shall be equipped with automatic shut-off valves.
All used products such as oil, antifreeze, solvents and tires shall be disposed of in
accordance with manufacturers' recommendations and local, state and federal laws and
regulations.
Carolina
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MORRIS & RITCHIE
ASSOCIATES
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SUITE 112
RALEIGH. NORM CAROLINA 27697
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BUILDER
RYAN HOMES
57N TRINITY ROAD. SURE 20D
RALEIGH, NC=T
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Side: 5' MA.
Rear, 25 Min.
Prajed Ne.: 20322
Oat: Msy 2T. 2022
, r B,aBy, Daryn A
Checked By: Jamie G.
Scale' ASSh—
Sheet 9019
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MORRIS & RITCHIE ASSOCIATES OF NC, PC HOLLYBROOK SUBDIVISION. a! ENGINEERS, ARCHITECTS, CLANtUn SURVEYOHAPEL HILL R STE 11 AND LANMPE ARCHITECTS RALEIGH, NC 27607 USGS TOPO - ZEBULON QUA
[phone]
WWW.MRAGTA.COM
C2021 PAORWS B MTCHIEh SMATUS NC, P.C. WENDELL WAKE COUNTY, NC
SCALE: NTS DATE: 06/13/2022 DRAWN BY: DESIGN BY: REVIEW BY: JOB NO.

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MORRIS & RITCHIE ASSOCIATES OF NC, PC HOLLYBROOK SUBDIVISON
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WWW,MRAGTA.COM €a211JONNISARiTCHIEA950CIAOFNC.PCWEN
DCLL WAKE
COUNTY,
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SCALE: NTS DATE: 06/13/2022 DRAWN BY: DESIGN BY: REVIEW BY: JOB N0.