NCC241199_Site Plan or Location Map_20240418

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MORRIS& RITCHIE
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ENGINEERS,MCHIIECIS,PLANNERS,
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530 HINTON POND ROAD
2 KNIGHTDALE,NORTH CAROLINA 27545
[phone]
PHASE 3 LOTS 12 9- 17 8 www.mmgta.cnm
2020 MORRIS&RITCHIE ASSOCIATES OF NC,PC
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WENDELL, NORTH CAROLINA c=l°ce. _
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3/1.‘241. Refer to Approved ESC Plan prepared by JAECO Consulting Engineers and Land Surveyors.Dated 4/21/2022 for •i ��,�,�, -� BUILDER
utility grading and SWM construction. February 13, 2024 .;,,•;,, :� TRINITY
HOMES
5734 TRINITY ROAD,SUITE 200
2. Topo,utilities,and lots shown hereon provided on"HOLLYBROOK-THE MEADOWS PHASE III RALEIGH,NC 27607
',,,I PHONE:[phone]
CONSTRUCTION DOCUMENTS"dated:April 21,2022,prepared by JAECO Consulting Engineers and Land �;` .�, ��__♦
Surveyors. It• wi%,a
3. Refer to Approved SWM and Utility Plans prepared by JAECO Consulting Engineers and Land Surveyors for final �U�ra=r
4. This plan set for builder phase sediment control only. 41 A ' — 140,
--
BUILDER . THE MEADOWS
GENERAL APPROVED NOTES: RYAN HOMES �++���� 1.j --�-�y'^'kook Rd
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1. Construction details provided in this standard plan are NOT drawn to scale. 573 . —, THE GLEN o
2. These details are for lots with less than one acre of land disturbance. 4 T�I \ TY 0A� ,D SUITE 200 r��
3. If the land disturbance on a single lot is greater than one acre,a custom plan should be submitted for the 30-day A L E I G H \C 27607 •r�v /,
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 P H 0\ E: 91 9 -2 3 3-0 7 9 3 1-
acre.Additional sediment control measures may be needed on a site-by-site basis. o
5. Additional information on specification and installation guidelines can be obtained from the State Erosion and
Sedimentation Control Design Manual. z
https://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control Alt•
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•CONSTRUCTION SEQUENCE FOR SINGLE FAMILY LOTS SEDIMENT AND EROSION CONTROL Z
1. Wake County reserves the right to require a site specific erosion control plan to be prepared and submitted for the 30-day review VICINITY MAP Z M
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cycle. NOT TO SCALE O
2. As of March 1,2019 applicants must apply online for NCG-01 Permit coverage from NCDEQ. This requirement is in addition to the —I in
Wake County land disturbance permit. IZ '^
3. Obtain all necessary permits and certificates. Download standard sediment and erosion control plan for single family lots from vJ
www.wakegov.com —I Q
4. Install gravel construction entrance,silt fence,silt fence outlet and other measures as needed. Clear only as necessary to install these 0 I CO
devices. Seed all disturbed areas. TABLE OF CONTENTS CL
5. Call Karen Pageau(919)-796-8769,the Wake County Environmental Consultant,for an onsite inspection to obtain a Certificate of
Compliance. HY
6. Begin construction,building,clearing and grubbing. Maintain devices as needed. Rough grade site. COVER SHEET I z N
7. Stabilize sire as areas are brought up to finish grade with vegetation,paving,ditch linings,etc. Seed and mulch denuded areas per N O
NPDES Ground Stablization Timeframes. t IL 811
OVERALL SITE PLAN 2 O
8. When construction is complete,and all areas are stabilized completely call Karen Pageau(919)-796-8769,Wake County U fl CI)
Environmental Consultant for an inspection. -4 4"4I,n SITE PLAN 1 3 7 M
9. If site is approved,remove silt fence,silt fence outlet and other installed sediment control measures and seed out or stabilize any WMIJnc�1f.org L LJJ O
III
resulting bare areas. 4 0 >SITE PLAN 2
10.When vegetation has become established,call for a final site inspection by Karen Pageau(919)-796-8769,Wake County —
Environmental Consultant. LOT NOS.,DISTURBED ACREAGE AND DRAINAGE PATTERN 5 (n
11.Obtain a Certificate of Completion. TYPE TABLE 0 0
DRAINAGE PATTERN TYPE DETAILS 6 L.I. I
STANDARD EROSION AND SEDIMENT CONTROL DETAILS, W
EROSION AND SEDIMENT CONTROL NPDES GROUNDTL STABILIZATON TIME FRAME,AND SEEDING 7 z
STANDARD EROSION AND SEDIMENT CONTROL DETAILS,
NPDES GROUND STABILIZATON TIME FRAME,AND SEEDING 8
APPROVED PLAN SCHEDULE
STANDARD EROSION AND SEDIMENT CONTROL DETAILS,
NPDES GROUND STABILIZATON TIME FRAME,AND SEEDING 9
DATE SCHEDULE
STANDARD EROSION AND SEDIMENT CONTROL DETAILS,
PERMIT,{IT NO. S- NPDES GROUND STABILIZATON TIME FRAME,AND SEEDING 10
SCHEDULE
SETBACKS
Wake County Environmental Services Front: 20'Min.
Side: 5'Min.
Sedimentation & Erosion Control PROJECT NAME: Rear: 25'Min.
919-856-7400 WAKE COUNTY PROJECT NO.:
DATE OF PERMIT ISSUANCE:
DATE OF PERMIT EXPIRATION:
°• ENVIRONMENTAL CONSULTANT SIGNATURE
Project No.: 20322
LrFErnvE.O&rzvu Date: February 13,2024
Drawn By: Taylor T.
Checked By: Daryn A.
Scale: As Shown
Sheet: 1 of 10
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/W��\ EXISTING TREEUNEC\ /ppti;# Front: 20'Min.
Side: 5'Min.
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LOTS SUBMITTED ESC PLAN
USGS MAP
Scale:
1" = 500' Project No.: 20322
Date: February 13,2024
Drawn By: Taylor T.
Checked By: Daryn A.
Scale: As Shown
Sheet 2 of 10
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NOTES: I !�� __ gx so
EXISTING STORM DRAIN Front: 20'Min.
EX WAT EXISTING WATER MAIN Side: 5'Min.
Rear: 25'Min.
BUILDING SETBACK UNE
1. This sheet indicates the limits of disturbance for the shown lots. Standard erosion control measures including silt EASEMENT UNE
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. I. °. °. ° �'1 4'CONCRETE WALK
2. Inlet protection devices shall be installed on all curb inlets and drop inlets immediately down gradient of disturbed lots. INI O rI Rill � EXISTING TREELINE
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 onk III,n a ny, w C::DLOTS SMARTED ESC PLAN Project No.: 20322
Sedimentation Control Design Manual. Vww.IIC811.Org'IlkDate: February 13,2024 Drawn By: TAYLOR T.
https://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-contra& Checked By. Daryn A.
Scale: 1"=40'
Sheet: 3 of 10
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EX SD
EXISTING STORM DRAIN
EX WAT EXISTING WATER MAIN
BUILDING SETBACK UNE
EASEMENT UNE SETBACKS
NOTES: I °- - - - - - .':7 Front: 25'Min.
4'CONCRETE WALK
Rear: 25'Min.
EXISTING TREEUNE
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 Sheet 6 of this plan. r
2. Inlet protection devices shall be installed on all curb inlets and drop inlets immediately down gradient of disturbed lots. .OLOTS SUBMITTED Esc PLAN
LI U 841
3. Contractor shall be responsible for regular street sweeping cleanup for the duration of the construction. g�,-
4. Additional information on specification and installation guidelines can be obtained from the State Erosion and Project No.: 20322
/�I� Date: February 13,2024
Sedimentation Control Design Manual. www•nctltorg / Drawn By: Taylor T.
https://deq.nc.gov/about/divisions/enerqy-mineral-land-resources/erosion-sediment-contrd Checked By: Daryn A.
Scale: 1"=40'
Sheet: 4 of 10
G:\20322\SG\ESC\20322-ESC_3.dwg, 3/1/2024 11:31:54 AM, _AutoCAD PDF (Smallest File).pc3

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CONSTRUCTION I 138 0.14 C 056665� �`
RIGHT OF WAY ti 139 0.17 C
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ENTRANCE bQ
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140 0.21 B&E \ _
__ ` SILT FENCE _ __ " _ _ ` _- __ R ...�
141 0.14 B&E �'E
..:� OUTLET R'RETURN J - - 8'RETURN •' 142 0.14 B&E 3/1 L,
.-._.-.-. p ._sE---5E- p _'. -sr-Sr-. p- - -. ` �,--sF-.-SF'-•- ® -.5�--.5� •i _ 143 0.14 B&E
WATTLES <( < <( < r - ( < )> :- ) > > >) > �. (�',14 144 0.14 B&E BUILDER
�� � TOP OF SWALE -='� - 145 0.14 B&E RYAN HOMES
AS NEEDED ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY 146 0.17 B&E 5734 TRINITY ROAD,SUITE 200
EDGE OF RALEIGH,NC 27607
PAVEMENT 147 0.17 C&E PHONE[phone]
TYPE A TYPE B TYPE C TYPED TYPE E 148 0.14 C&E
149 0.14 C&E
150 0.14 C&E
151 0.14 C&E
152 0.14 C&E
153 0.14 C&E
154 0.14 C&E
NOTES: 155 0.17 C&E
156 0.25 A
1. Tree protection fence should be installed along the rear property 8. Inlets downstream of disturbances should be protected, streets 157 0.25 A
line when adjacent to riparian buffer zones,wetlands and/or 25 ft. should be swept as needed when sediment is present,and erosion 159 0.24 A
LEGENDS Tree and Vegetation Protection Zone. control measures removed or damaged by sub-contractors or 160 0.22 A w
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. 161 0.20 A ce
fence outlets shown on schematic/diagram and as needed. 9. Details for silt fence, silt fence outlet, construction entrance and 162 0.17 A
3. Install silt fence within 10 feet of roe line on all sides of lot other measures areprovided on other sheets. 163 0.17 A
FLOW DIRECTION property m 164 0.15 C&D o
to avoid conflict with septic system. It is the responsibility of the 10. Erosion control details are not drawn to scale. 165 0.14 C&D
- 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 166 0.14 C&D
4. Construction entrance should be installed for each lot and field field as this may void on-site waste water permit validity. 167 0.14 C&D
> > DIVERSION DITCH located. 12. If lots are contiguous and have different land owners,lots can not 168 0.14 C&D o
5. These details are for onlylots with disturbed area less than one share the silt fences.Each lot should have individual silt fences. 169 -
0.148 C&D a
( WATTLES 170 o.1s c&D
acre. 13. Standard erosion control plan does not cover the following: 171 0.17 B&D&E CI
- TP TREE PROTECTION FENCE 6. If the disturbed area is greater than one acre, a custom erosion a. Basement lots 172 0.15 B&D&E 0
173 0.15 B&E
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 z
174 0.15 B&E Z
® SILT FENCE OUTLET plan should address berms/diversions and sediment traps and and/or lots with greater than 10 feet elevation of the disturbed 175 0.15 B&E < Cr) o
basins. area from front to back - 176 0.15 B&E J .L.( WATTLES 7. If multiple lots share silt fence with none installed between the c. Lots with concentrated flow/swales between them 177 0.15 B&E W
DRAINAGE PIPE lots, a revised plan will be required and a Notice of Violation d. Lots with Stormwater Control Measures (SCMs) for the 178 0.17 B&E fl CO
(NOV)with civil penalty will be issued. individual lot TOAL J < ep
iliVIPIPIPalPO. CONSTRUCTION ENTRANCE e. Lots receiving offsite concentrated stormwater. DISTURBED 9.07 0 I^ h..:a.i:a.i ST:Zra AREA n/ 11 N-
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NORTH CAROLINA TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL A-2 O _1 _1
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EFFECTIVE:4/15/19 0 0
Ct 2
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w
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SETBACKS
Front: 20'Min.
Side: 5'Min.
Rear: 25'Min.
North81
Caro 1 i n a Project No. 20322
Drawn By: February Tayl13, or T.
www. 24
nl.Oro Checked By: Daryn A.
Scale: As Shown
Sheet: 5 of 10
G:\20322\SG\ESC\20322-ESC_3.dwg, 3/1/2024 11:32:00 AM, _AutoCAD PDF (Smallest File).pc3

TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE
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1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ASSOCIATESOF NC, PC
CONSTRUCTION CONSTRUCTION CONSTRUCTION ENGINEERS,ARCHITECTS,PLANNERS,
RIGHT OF WAY I .
�I ENTRANCE RIGHT OF WAY I .
;� 'I ENTRANCE RIGHT OF WAY I` a\ 'I ENTRANCE SURVEYORS&LANDSCAPE ARCHITECTS
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AS NEEDED I=1 ROADWAY 1=1 ROADWA• EDGE OF AS NEEDED 1=1 ROADWA• 1=1 ICO:\UNk AY L71 ROADWA EDGE OF AS NEEDED 1=1 ROADWA '1=1L7
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TYPE A TYPE A PAVEMENT OR CURB TYPE A T\PR A TYPE A PAVEMENT OR CURB TYPE A TYPE A TYPE A Typg A PAVEMENT OR CURB www.mmgta.com
2024 MORRIS&RITCHIE ASSOCIATES OF NC,PC
TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE Pwell vee„,,,
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RYAN HOMES
5734 TRINITY ROAD,SUITE 200
RIGHT OF WAY CONSTRUCTION RIGHT OF WAY CONSTRUCTION RIGHT OF WAY CONSTRUCTION RALEIGH,NC 27607
I� 'I ENTRANCE ENTRANCE ENTRANCE PHONE:(919}233-0793
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AS NEEDED I=I ROADWAY 1=1 EDGE OF AS NEEDED CI 0 ROADWAY 0 EDGE OF AS NEEDED 0 ROADWAY EDGE OF
TYPE B TYPE B PAVEMENT OR CURB TYPO R TYPE B TYPE B PAVEMENT OR CURB TYPE B TYPE B TYPE B TYPE B PAVEMENT OR CURB
TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE
SILT FENCE (SEE NOTES) SILT FENCE (SEE NOTES) SILT FENCE (SEE NOTES)
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AS NEEDED u ROADWAY u AS NEEDED u ROADWAY L=1 L=1 AS NEEDED u ROADW-Y u u u
EDGE OF EDGE OF EDGE OF ,'
PAVEMENT OR CURB PAVEMENT OR CURB PAVEMENT OR CURB z
TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C
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AS NEEDED •\•I,r•• ,-u i-u EDGE OF AS NEEDED ROA WAY ROADWAY EDGE OF AS NEEDED ROA WAY 0 EDGE OF
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SETBACKS
CONSTRUCTION �- �- CONSTRUCTION �- �- �- �- CONSTRUCTION
RIGHT OF WAY I` ~� ~- ENTRANCE RIGHT OF WAY I` ME 1179.14 ' ENTRANCE RIGHT OF WAY I ENTRANCE Front: 20'Min.
T�
d
J 7 Side: 5'Min.
l "ti'.I ei ti. ti.. Rear: 25'Min.
I--� •I —1 rl--� ,k (
•= ,-
WATTLES \ r
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AS NEEDED I=I ROADWAY 1=1 AS OF AS NEEDED I= ROADWAY 1=1 1=1 EDGE OF AS NEEDED Q ROADWAY EDGE OF
TYPE E TYPE E PAVEMENT OR CURB TYPE E TYPE E TYPE E PAVEMENT OR CURB TYPE E TYPE E TYPE E TYPE E PAVEMENT OR CURB
Project No.: 20322
Date: February 13,2024
Drawn By: Taylor T.
Checked By: Daryn A.
Scale: As Shown
Sheet: 6 of 10
G:\20322\SG\ESC\20322-ESC_3.dwg, 3/1/2024 11:32:05 AM, _AutoCAD PDF (Smallest File).pc3

n-0'MAXIMUM STANDARD METAL POSTS 2'IN GROUND
i W W n tits
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HARDWARE WIRE EMMiMiMMIMMFJ
..TOO •:::::., HARDWBTOTOP OF
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MINIMUM 10 GAUGE .
� �����.��� INSTALLED TO SECOND
LINE WIRES :OOiO••4,••. WIRE FROM TOP MINIMUM 12-1/2 GAUGE
�,�.�j.�� INTERMEDIATE WIRES
'�:edv'Oe MORRIS& RITCHIE
_O4..,41:t.A4tt.1__ GRADE ,.fir_.... ASSOCIATES
istil=l81e18181ei8l8lel8l8l,l,l,l.i„I,I,IaIDi -A7 mY •3 a H OF NC, PC
_ °I � FILTER Dr a57 ENGINEERS,ARCHITECTS,PLANNERS,
ir R_•II O� 12 WASHED STONE SURVEYORS&LANDSCAPE ARCHITECTS
FRONT VIEW T_ g °"'= oe MINIMUM ABOVE 530 HINTON POND ROAD
OP OF THE
aP ' o QQ��( BD. ::�' °ems °° oo�o°geo °°,°erg: sulrElo4
Mo ..�• °° °° °° ° ° KNIGHTDALE,NORTH CAROLINA 27545
=c' STEEL POST 01011 $ i e n�: rQ�Oe�,....r• �°°,,,°gro2�•O�o�Og °g•,q,, ,,,,opp ,y�,�7E o,�g (984 200.2103
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�•fats_....0..ma O tDw..........:�.;,e..._)..:.%W t 7.'o�>,0de � 8D i fta`i.;" s°46 r )1. Use sat fence only when drainage area does not SILT FENCE FABRIC 0'AA o www.mmgra.cnm
exceed l/4 acre and never in areas of concentrated . I'MAX .
Dow.
-I ©2020 MORRIS&RITCHIE ASSOCIATES OF NC,PC
2. Remove deposited sediment when SlN/o oepariry is o I x0,,,,n,,,rrr
reached and as needed to provide nonage volume for - 3 FILL SLOPE I I @M C A R
the next rain event and to remove h hydraulic SECTION VIEW s.. i',
on the silt thice.
r pressure PLAN VIEW •`'"e -.O`�'
3. Inspect sill fence weekly and after each 1"rain event. •y;
-- -• GRADE Q O g 6 3
8"MINIMUM COVER
OVER SKIRT NOTES: b� ...._ �� ���
ANCHOR SKIRT AS DIRECTED wyin
Inl stone and replacement
event with freriodic stone.ovalInspect
ct periodically
an �. N(z`It`I�,.•""
il
II BY ENGINEER• �Iace on las needed.keep mesh free of Mrs'toproovidea „E. ��YY
3/1. 4
SIDE VIEW
WAKE W BUILDER
COUNTY COUNT RYAN HOMES
NORTH CAROLINA STANDARD TEMPORARY SILT FENCE DETAIL A-4 snnexcAR°`t" STANDARD INLET PROTECTION DETAIL \ 5734 TRINITY ROAD,SUITE 200
_
RALEIGH,NC 27607
EFFECTIVE:4/15/19 EFFECTIVE:4/15/19 PHONE[phone]
4'MIN.
SILT FENCE Temporary seeding recommendations for late Winter/Early Spring Temporary seeding recommendations for SummerTemporary seeding recommendations for Fall
- - Seeding Mixture Seeding Mixture Seeding Mixture
Species Rate(Lb/acre) Species Rate(Lb/acre) Species Rate Lb/acre)
- - .. Rye(gin) 120 German millet 40 Rye 120
Annual lespeden(Kobe in
1 {� �{ A s Piedmont and Costal Plain,
+ III I� 1 ii I ,I 1 1, Korean m Mountains) 50 Seeding dates:
Mountains- Seeding dates:
mns May IS-Aug IS Mountains Aug 15-Dec 15
Piedmont May 1-Aug I Piedmont- Aug IS-Dec 30
TOP OF SILT FENCE _ • Omit annual lwpedeze when duration of temporary cover is n0[10 Costal Plain-April 15-Aug 15 Costal Plain-Aug l5-Dec 15
MUST BE AT LEAST 1' - MFIIl =MBldi3.!1 1, extend beyond lune
ABOVE THE TOP OF •
TXE WASHED STONE ` -" �� �.� Seeding dates: SoilFell Amendment: SoilFell wrendmnnrnd Z
1j1 Mountains- Above 2,500 feel Feb 15-racy 15 Follow recommendationsl lmes of sod tests or apply 2 ton/acre Follow recommendations of sod testa or apply 2 ton/acre O
l T G k 1 _ Below 2,500 feet:Feb I-May I ground agricultural limestone and 1,000INacre 10-10-10 ground agricultural limestone and 1,000INacre 10-10-10 h
= fertilizer. fertilizer. j
Soil Amendment: w
NOTES: • - Follow recommendations of soil test or apply 2 tort/acre ground Mulch: Mulch:
ce
I. Remove sediment when half of stone outlet is FRONT VIEW agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. Apply 4,000/Ib/acre straw.Anchor straw by asphalt tack Apply 4,000/Ib/acre straw.Anchor straw by asphalt lack,
riming or a mulch anchoring tool.A disk anchoring blades set nerving or a mulch anchoring tool.A disk with blades set
ov�, BURY WIRE FENCE, Mulch: nearly straight can be used as a mulching tool. nearly straight can be used as a mulching anchoring tool.
2. Replace atone as needed to facilitate dewa[erin. y f FILTER FABRIC, W
B STEEL FENCE PO AND HARDWARE aApply mulob,anchor/acre straw.Anchor straw by asphalt tack,nerving or r
3. Stone outlets should be placedon 1 w elevation areas CLOTH IN TRENCHmulch anchoring tool.A disk with blades set nearly straight can be Maintenance: Maintenance: Q
of silt fence and based on field conditions. STEEL FENCE POST used as a mulchinganchoring tool. Re-fertilize if growth;s not full adequate.Reseed,re-fertilize R d maintain damaged area immediately.To 0
WIRE FENL 12.OVERLAP 1157 STONE rig g y q Repair and g y pdre99
4. Pttn each I,inspect outlet at least once a week and SET MAX 2•APART -� and mulch immediate) followingand other damage. with 50 temporary
ey nitrogen in Mach.If it is tseessa to
P AND SILT FENCE yerosion g gnecessary
after each I"rain even[.Complete anrequired HARDWARE CLOTH MIN ND INTO SOLID Maintenance: extend tem OIe beyond June 15,overse with 50
p y GROUND p ie cover y
repairs immediately.F6 heninch stone p e sediment mulch ill m d immediately
growth is not fully adequate.and Reseed,ageertilize and lb/acre Kobes)(Piedmont i and CostalFebr Plain)or yKorean
into pro provide
adequate
6 inches.os.Keep mesh free of mulch immediately following erosion and other damage. (Mountains)lespedeze in late February or early March. S
debris reprovide adequate flow.
5. Hardware cloth and gravel should overlap the silt fence at FILTER OF a i PERMANENT SEEDING REQUIREMENTS FOR
leas,12 inches. WASHED STONE
$oU; SHOULDERS,SIDE DITCHES,SLOPES(MAX.S:1) Q
��°� 3'FILTER FABRIC U
8�e q, ON GROUND Date Type Planting Rate Ili_gO A o S, Aug 1B-Nov 1 Tall Fescue 300 Ibs/aere Z
t�o°70 0°S Nov 1-Mar 1 Tall Fescue S Abnanal Rye 300 Ibs/acre 7 z
L/ Cr) m
Mar 1-Apr 13 Tall Fescue 300 Ibelaero Cl ' 0
BURY WIRE FENCE AND nonenoRE CLOTH BURY 6'OF UPPER LOGE OF Hulled Common �` Y
FILTER FABRIC IN TRENCH Apr 15-Jun 30 Bermudagraas 25 Ibalacre 1 1 I
1 ills/acre(Tall 0—
Tall Fescue AND Browntop Fescue);35 ills/acrev
* Jul 1-Aug 15 Millet or Sorghum-Sudan Brownlee Millet);30
SECTION VIEW A Hybrids••• Iba/acre(Sorghum- J Q
CO
CO� • COUNTY 8 yb.Ide)
°aT"`AR°°" STANDARD TEMPORARY SILT FENCE OUTLET DETAIL ,\_5 "°RT"`""°Lied SEEDING REQUIREMENTS .\-I 4 11 0_ N—
EFFECTIVE:4/15/19 EFFECTIVE:4/15/19 I 6
O r
NI
NPDES Stormwater Discharge Permit for Construction Activities(NCG01) NCDENR/Division of Energy,Mineral and Land Resources 0
30-0"MINIMUM ....-
BUT EIMENT ON SITED KEEP STABILIZATION TIMEFRAMES Z m`} O
NOTES: 0 /
;, I. Install silt fence or tree protection fence adjacent (Effective Aug.3,2011) J
construction entrance to direct vehicles to drive on stone. '^ J
2. mud is not removed from the vehicles traveling over the v,
e •• r.••• •e•' stone,then the tires of vehicles should be washed
xiy, S e.• at••••••" before entering the public mad or m«°nami<tire entrance 0 0
e- • •'S••• • ••••• t! r� insert be leng[heved sweep street immediately if mud is SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
d a p:- - • ••••i`• 10-Fr MINIMUM OR tracked offsite onto public roads. T
--EXISTING �¢ 2 3 STONE TO BE USED ( MOTH OF PROPOSED 3. Maintain construction entrance in a condition to prevent ly
Lilo
ROADWAY-� •:e' (SURGE STONE OR RAILROAD BALLAST) h e"- DRIVEWAY,WHICHEVER mud or sediment from leaving the site.Entrance will
ewe i IS GREATER. require periodic removal of sediment laden none and w
/ .� a •, tee- � , rents<emem with fresh none.Immedmrely remove au Perimeter dikes,swales,ditches,slopes 7 days None
Ii.e ryF•j.• •••tee• e i e - mudhedrmendrock ekedoBthelnL11
z
17r
PLAN VIEW High Quality Water(HQW)Zones 7 days None
CONST"RUCOION Slo es steeper than 3:1 7 daysIf slopes are 10'or less in length and are
30'-0-MINIMUM P P SETBACKS
EXISTING ROADWAY not steeper than 2:1,14 days are allowed.
Front: 20'Min.
Side: 5'Min.
Rear: 25'Min.
I 'llElITjIII -III-III-III-III-ITI_III_lil_lil-lil_lil_II�III_lill- Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'In length.
II)lill IIIIIIIII iii- -lit_III=III_lit=li ITTlitnlITiIII=IIL=JIB.
6"MIN. III-
110.11. ::::B:::::0S:NE
I�1 ohilt C All other areas wkh slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones.
8
donna
,n a Project No.: 20322
COUNTY \� �/ Date: February 13,2024
www.nc8ll.org \ / Drawn By: Taylor T.
STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL \-,
EFFECTIVE:4/15/19 Checked By: Daryn A.
As Shown
Sheet: 7 of 10
G:\20322\SG\ESC\20322-ESC_3.dwg, 3/1/2024 11:32:10 AM, _AutoCAD PDF (Smallest File).pc3

i W W m W M
V �. /• I ■ A =
4Tkw•r•-
I
Date: GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT Page:
WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
10 MIL NOTES: MORRIS&RITCHIE
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drippans under anystored equipment. �A PLASTIC ACTUAL LOCATION DETERMINED
activitybeingconsidered compliant with the Ground Stabilization and Materials Handling LINING
P Q 0 0 0 Q IN FIELD ASSOCIATES
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the V V/ SILT SIDE SLOP SANDBAGS(TYP.)
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The O 0 FENCE (TYP.) OR STAPLES 2.THE CONCRETE WASHOUT
project. > < OF NC, PC
permittee shall comply with the Erosion and Sediment Control plan approved by the delegated STRUCTURES SHALL BE
authority having jurisdiction.All details and specifications shown on this sheet may not apply 4. Collect all spent fluids,store in separate containers and properly dispose as hazardous 0� 0 - �` - MAINTAINED WHEN THE LIQUID ENGINEERS,ARCHITECTS,PLANNERS,
waste(recycle when possible). 0 0 AND/OR SOLID REACHES 75%OF SURVEYORS&LANDSCAPE ARCHITECTS
depending on site conditions and the delegated authority having jurisdiction. /A A \_ MIN. THE STRUCTURES CAPACITY. 530 HINTON POND ROAD
5. Remove leaking vehicles and construction equipment from service until the problem 0 0 o o O SANDBAGS(TYP.) 8 X' SUITE/GA
has been corrected. �A OR STAPLES MAX. 3.CONCRETE WASHOUT KNIGHTDALE,NORTH CAROLINA 27545
STRUCTURE NEEDS TO BE CLEARY
SECTION E:GROUND STABILIZATION 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products to SECTION A-A BELOW GRADE WASHOUT STRUCTURE MARKED WITH SIGNAGE NOTINGNOT [phone]
a recycling or disposal center that handles these materials. °s` E DEVICE.
Required Ground Stabilization Timeframes HIGH oz,MORRIS AV„;E9tsso ATEs°FNC.P
CLEARLY MARKED
COHESIVE 8 CONCRETE SIGNAGE
LOW FILTRATION WASHOUT NOTING DEVICE
Stabilize within - NOTES: °A
LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE SOIL BERM (18"X24'MIN.) 1.ACTUAL LOCATION DETERMINED o N CARD'"
this many calendar Timeframe variations 10'MIN IN FIELD •...FSSip 7...fl
Site Area Description E
days after ceasing 1. Never bury or burn waste. Place litter and debris in approved waste containers. B SANDBAGS(YP.) `oteo �9�y
t�AWA WA 10 MIL OR STAPLES 2.THE CONCRETE WASHOUT E Z EQ k
land disturbance 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash 10 0 - O 01 P STIC LINING COHESIVE 8 STRUCTURES SHALL BE MAINTAINED F ' SEAL
receptacle)on site to contain construction and domestic wastes. a ► OILBERRATION 056685
(a) Perimeter dikes, P ) _�m►vi SIDE BEERM WHEN THE LIQUID AND/OR SOLID es; C
/O l O I SLOPE REACHES 75%OF THE STRUCTURESQ:'"r,,
swales,ditches,and 7 None 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters ! i„I ! (TYP.) CAPACITY TO PROVIDE ADEQUATE W.‘��NGIN� °
0 10'MIN `�'4,� �v
perimeter slopes unless no other alternatives are reasonably available. - II HOLDING CAPACITY WITH A MINIMUM \ @y E•
4. Locate waste containers on areas that do not receive substantial amounts of runoff from 0/z�rz 0 2 INCHES OF FREEBOARD. g/i 24\ a
+ 3'-0'MIN.6
(b) High Quality Water 7 None upland areas and does not drain directly to a storm drain,stream or wetland. f 0 0 - o 1 x MAX. 3.CONCRETE WASHOUT STRUCTURE \
(HQW)Zones �vmvmvmv`o NEEDS TO BE CLEARY MARKED WITH
5. Cover waste containers at the end of each workday and before storm events or provide B SANDBAGS(TYP.) SIGNAGE NOTING DEVICE. BUILDER
c Slopes steeper If slopes are 10 feet or less in length and secondary containment. Repair or replace damaged waste containers. SECTION B-B OR STAPLES RYAN HOMES
5734 TRINITY ROAD,SUITE 200
p p 7 are not steeper than 2:1,14 days are 6. Anchor all lightweight items in waste containers duringtimes of high winds. ABOVE GRADE WASHOUT STRUCTURE PHRONEGei NC
233 0793
than 3:1 g
allowed 7. Empty waste containers as needed to prevent overflow. Clean up immediately if so °S SUP.
-7 days for slopes greater than 50'in containers overflow.
length and with slopes steeper than 4:1 8. Dispose waste off-site at an approved disposal facility. CONCRETE WASHOUTS
-7 days for perimeter dikes,swales, 9. On business days,clean up and dispose of waste in designated waste containers. 1. Do not discharge concrete or cement slurry from the site.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local and
Zones - state solid waste regulations and at an approved facility.
-10 days for Falls Lake Watershed PAINT AND OTHER LIQUID WASTE 3. Manage washout from mortar mixers in accordance with the above item and in addition
7 days for perimeter dikes,swales,ditches, 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. place the mixer and associated materials on impervious barrier and within lot perimeter
perimeter slopes and HQW Zones 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters silt fence. Z
(e) Areas with slopes unless no other alternatives are reasonably available. 4. Install temporary concrete washouts per local requirements,where applicable. If an o
flatter than 4:1 14 -10 days for Falls Lake Watershed unless D
there is zero slope 3. Contain liquid wastes in a controlled area. alternate method or product is to be used,contact your approval authority for review w
4. Containment must be labeled,sized and placed appropriately for the needs of site. and approval. If local standard details are not available,use one of the two types of Ce
Note:After the permanent cessation of construction activities,any areas with temporary temporary concrete washouts provided on this detail.
stabilization shall be converted topermanentground stabilization as soon as 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from
ground5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk w
practicable but in no case longer than 90 calendar days after the last land disturbingconstruction sites. a
9 Y activity. sections. Stormwater accumulated within the washout may not be pumped into or �
Temporary ground stabilization shall be maintained in a manner to render the surface stable discharged to the storm drain system or receiving surface waters. Liquid waste must be
against accelerated erosion until permanent ground stabilization is achieved. _- PORTABLE TOILETS pumped out and removed from project.
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains,streams 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
z
or wetlands unless there is no alternative reasonably available. If 50 foot offset is not can be shown that no other alternatives are reasonably available. At a minimum,install re
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the attainable,provide relocation of portable toilet behind silt fence or place on a gravel pad protection of storm drain inlet(s)closest to the washout which could receive spills or u
techniques in the table below: and surround with sand bags. overflow.
Temporary Stabilization Permanent Stabilization 0
2. Provide staking or anchoring of portable toilets during periods of high winds or in high 7. Locate washouts in an easily accessible area,on level ground and install a stone
• Temporary grass seed covered with straw or ' Permanent grass seed covered with straw >
P ry foot traffic areas. entrance pad in front of the washout. Additional controls may be required by the Z z
other mulches and tackifiers. or other mulches and tackifiers
Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a approving authority. Q Cr) o
• Hydroseeding licensed sanitarywaste hauler to remove leakingportable toilets and replace with 8. Install at least one sign directingconcrete trucks to the washout within the project limits. Y
• Rolled erosion control products with or reinforcement matting P P 1 J w
without temporary grass seed • Hydroseeding properly operating unit. Post signage on the washout itself to identify this location. 11 u
• Appropriately applied straw or other mulch ' Shrubs or other permanent plantings 9. Remove leavings from the washout when at approximately 75%capacity to limit
• Plastic sheeting covered with mulch overflow events. Replace the tarp,sand bags or other temporary structural J < Co
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT components when no longer functional. When utilizing alternative or proprietary 0 I ti
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 products,follow manufacturer's instructions.
• Structural methods such as concrete, feet away from storm drain inlets,sediment basins,perimeter sediment controls and 10. At the completion of the concrete work,remove remaining leavings and dispose of in an 1
asphalt or retaining walls surface waters unless it can be shown no other alternatives are reasonably available. approved disposal facility. Fill pit,if applicable,and stabilize any disturbance caused by ~ a)
• Rolled erosion control products with grass 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five removal of washout. z O N
seed feet from the toe of stockpile. Q O
3. Provide stable stone access point when feasible.
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with HERBICIDES,PESTICIDES AND RODENTICIDES U F-
1. Select flocculants that are appropriate for the soils being exposed during construction, the approved plan and any additional requirements. Soil stabilization is defined as 1. Store and apply herbicides,pesticides and rodenticides in accordance with label Z inselecting from the NC DWR List of Approved PAMS/Flocculants. vegetative,physical or chemical coverage techniques that will restrain accelerated restrictions. 0 >7
erosion on disturbed soils for temporary or permanent control needs. - _12. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 2. Store herbicides,pesticides and rodenticides in their original containers with the label, - J
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved which lists directions for use,ingredients and first aid steps in case of accidental
PAMS/Flocculants and in accordance with the manufacturer's instructions. poisoning. 0 O
HAZARDOUS AND TOXIC WASTE 3. Do not store herbicides,pesticides and rodenticides in areas where floodingis possible
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 1. Create designated hazardous waste collection areas on-site. or where they may spill or leak into wells,stormwater drains,ground water or surface w
surrounded by secondary containment structures. 2. Place hazardous waste containers under cover or in secondary containment. water. If a spill occurs,clean area immediately. o
3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. 4. Do not stockpile these materials onsite.
K
/r NORTH� I, Environmental Q arty NCG-01 GROUND COVER & MATERIALS HANDLING
SETBACKS
Front: 20'Min.
Side: 5'Min.
Rear: 25'Min.
811 ', Project No.: 20322
Date: February 13,2024
www.nc811.org Drawn By: Taylor T.
Checked By: Daryn A.
Scale: As Shown
Sheet: 8 of 10
G:\20322\SG\ESC\20322-ESC_3.dwg, 3/1/2024 11:32:20 AM, _AutoCAD PDF (Smallest File).pc3

No W W IIIII. M
• ,VA ■ i. W
MEN ' T kw.r-
Date: Page.
PART 11,SECTION G,ITEM(4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT MORRIS& RITCHIE
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 ASSOCIATES
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, OF NC, PC
(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, ENGINEERS,ARCHITECTS,PLANNERS,
SURVEYORS&LANDSCAPE ARCHITECTS
(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 530 HINTON POND ROAD,
(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, SUITE 104
KNIGHTDALE,NORTH CAROLINA 27545
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and [phone]
(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.
www.mragta.com
2024 MORRIS&RITCHIE ASSOCIATES OF NC,PC
PART III PART III PART III os,,ofTt,,,,,,
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING ON CARo�
SELF-INSPECTION,RECORDKEEPING AND REPORTING fQ,oFEsslp ti-.
SECTION A:SELF-INSPECTION SECTION B•RECORDKEEPING SECTION C:REPORTING Cr o? 9i:7
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported E Z¢t SEAL 1
056665
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: r, Q.
personnel to be in jeopardy,the inspection maybe delayed until the next business dayon The approved E&SC plan as well as any approved deviation shall be kept on the site. The F= E�
1 P Y. P Y NCIN�.=•'
which it is safe to perform the inspection. In addition,when a storm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The (a) Visible sediment deposition in a stream or wetland. �'�R
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be following items pertaining to the E&SC plan shall be kept on site and available for inspection at (b) Oil spills if: s i�24\ E.
performed upon the commencement of the next business day. Any time when inspections all times during normal business hours. - They are 25 gallons or more,
were delayed shall be noted in the Inspection Record. - They are less than 25 gallons but cannot be cleaned up within 24 hours, BUILDER
RYAN HOMES
Inspect Frequency Inspection records must include: Theycause sheen on surface waters(regardless of volume),or 5734 TRINITY ROAD,SUITE 200
Pe Q Y P Item to Document Document Requirements ( g ) RALEIGH,NC 27607
(during normal • They are within 100 feet of surface waters(regardless of volume). PHONE:(919}233-0793
business hours) Initial and date each E&SC measure on a copy of
(1)Rain gauge Daily Daily rainfall amounts. the approved E&SC plan or complete,date and (c) Releases of hazardous substances in excess of reportable quantities under Section 311
maintained in If no daily rain gauge observations are made during weekend (a)Each E&SC measure has been installed and of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
good workingon holidayperiods,and no individual-dayrainfall information is does not significantly deviate from the locations, sign an inspection report that lists each E&SC
9 Y (Ref:40 CFR 302.4)or G.S.143-215.85.
order available, record the cumulative rain measurement for those dimensions and relative elevations shown on the measure shown on the approved E&SC plan.This
unattended days(this will determine if a site inspection is approved E&SC plan. documentation is required upon the initial (d) Anticipated bypasses and unanticipated bypasses.
needed).Days on which no rainfall occurred shall be recorded installation of the E&SC measures are modified (e) Noncompliance with the conditions of this permit that may endanger health or the
as"Zero."The permittee may use another rain-monitoring after initial installation. environment.
device approved by the Division. (b)A phase of grading has been completed. Initial and date a copy of the approved E&SC plan 2.Reporting Timeframes and Other Requirements
(2)E&SC At least once per 7 1.Identification of the measures inspected or complete,date and sign an inspection report to After a permittee becomes aware of an occurrence that must be reported,he shall contact the z
o
Measures calendar days and 2.Date and Time of the inspection indicate completion of the construction phase. appropriate Division regional office within the timeframes and in accordance with the other
within 24 hours of 3.Name of the person performing the inspection
a rain event a 1.0 4.Indication of whether the measures were operating properly (c)Ground cover is located and installed in Initial and date a copy of the approved E&SC plan requirements listed below. Occurrences outside normal business hours may also be reported Ir
inch in 24 hours. 5.Description of maintenance needs for the measure accordance with the approved E&SC plan. or complete,date and sign an inspection report to to the Department's Environmental Emergency Center personnel at(800)858-0368.
6.Description,Evidence,and date of corrective actions taken indicate compliance with approved ground cover Occurrence Reporting Timeframe(After Discovery)and Other Requirements I LU
(3)Stormwater At least onceper 7 1. Identification of the discharge outfalls inspected specifications. - o
rg p (a)Visible •Within 24 hours,an oral or electronic notification. o
discharge calendar days and 2. Date and Time of the inspection (d)The maintenance and repair requirements for Complete,date and sign an inspection report. sediment •Within 7 Calendar Days,a report that contains a description of the
outfalls(SDOs) within 24 hours of 3. Name of the person performing the inspection all E&SC measures have been performed. deposition in a sediment and actions taken to address the cause of the deposition.
a rain event a 1.0 4. Evidence of indicators of stormwater pollution such as oil stream or wetland Division staff may waive the requirement for a written report on a case-
inch in 24 hours. sheen,floating or suspended solids or discoloration by-case basis. 0
5. Indication of visible sediment leaving the site •If the stream is named on the NC 303(d)list as impaired for sediment-
6. Description,Evidence,and date corrective actions taken (e)Corrective actions have been taken to E&SC Initial and date a copyof the approved E&SCplan =
PP related caused,the permittee may be required to perform additional 0
(4)Perimeter At least once per 7 If visible Sedimentation is found outside site limits,then record measures. or complete,date and sign an inspection report to monitoring, z
inspections or apply more stringent practices if staff
of Site calendar days and of the following shall be made: indicate the completion of the corrective action. determine that additional requirements are needed to assure Z
within 24 hours of 1) Actions taken to clean up or stabilize sediment that has left compliance with the federal or state impaired-waters conditions. Q (Y) oo
rain event Z . the scr pe limits Oil spills and •Within 24 Hours,an oral or electronic notification.The notification shall
inch in 24 hours. 2) Description,Evidence and date of corrective actions taken 2.Additional Documentation to be Kept on Site (b) P _I a
3) An explanation as to the actions taken to Control future In addition to the E&SC plan documents above,the following items shall be kept on the release of include information about the date,time,nature,volume and location w
releases site and available for inspectors at all times during normal business hours,unless the hazardous of the spill or release.
(5)Streams or At least once per 7 If the stream or wetland has increased visible sedimentation or Division provides a site-specific exemption based on unique site conditions that make substances per -I < 00
wetlands calendar days and has visible increased turbidity from the construction activity,then this requirement not practical: item 1(b)-(c)above O = r-
onsite or within 24 hours of a record of the following shall be made: (c)Anticipated •A report at least ten days before the date of the bypass,if possible.
0offsite(where a rain event a 1.0 1)Description,Evidence and date of corrective actions taken (a) This General Permit as well as the Certificate of Coverage,after it is received. bypasses[40 CFR The report shall include an evaluation of the anticipated quality and I
accessible) inch in 24 hours. 2)Records of required reports to the appropriate Division 122.41(m)(3)] effect of the bypass. _ F Y 6)
Regional Office per Part III,Section C,Item(2)(a)of this permit (b) Records of inspections made during the previous twelve months. The permittee shall (d)Unanticipated •Within 24 Hours,an oral or electronic notification Z O (N
(6)Ground 1.Thephase of grading(installation ofperimeter E&SC record the required observations on the Inspection Record Formprovided bythe Division bypasses(40 CFR •Within 7 calendar days,a report that includes an evaluation of the
After each phase q P 122.41 m 3 O
Stabilization of grading. measures,clearing and grubbing,installation of storm 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 ( )( )] quality and effect of the bypass. _ 0
Q
Measures drainage facilities,completion of all land-disturbing activity, (e)Noncompliance •Within 24 Hours,an oral or electronic notification W
shown to provide equal Z m
construction or redevelopment,permanent ground cover). access and utility as the hard-copy records. with the conditions •Within 7 calendar days,a report that contains a description of the
2.Documentation that the required ground stabilization of this permit that noncompliance,and its causes;the period of noncompliance,including Q
3.Documentation to be Retained for Three Years
measures have been provided within the required timeframe may endanger exact dates and times,and if the noncompliance has not been 0 _I
or assurance that they will be provided as soon as possible. All data used to complete the e-NOI and all inspection records shall be maintained for a period health or the corrected,the anticipated time noncompliance is expected to continue;
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] environment[40 and steps taken or planned to reduce,eliminate and prevent
CFR 122.41(I)(7)] reoccurrence of the noncompliance.[40 CFR 122.41(I)(6). 0 0
•Division staff may waive the requirement for a written report on a case- QI
by-case basis. w
w
0
6
1. ` NORTH CAROLINA
" ',t��`'Environmental Quality NCG-01 SELF INSPECTION
SETBACKS
Front: 20'Min.
Side: 5'Min.
Rear: 25'Min.
NortH 8�
anima Project No.: 20322
\� �/ Date: February 13,2024
www.nc811.orlp \ / Drawn By: Taylor T.
Checked By: Daryn A.
Scale: As Shown
Sheet 9 of 10
G:\20322\SG\ESC\20322-ESC_3.dwg, 3/1/2024 11:32:25 AM, _AutoCAD PDF (Smallest File).pc3

No W W IIIII.w
• ,V, ■ .E
15' _ 25'MINIMUM _ NOTES: CONSTRUCTION SITE WASTE MANAGEMENT AND SPILL CONTROL ■ i.i i F�
SILT _ 2' 2' 1' 2' 6' 2' 1.ACTUAL LAYOUT TO BE DETERMINED IN FIELD.
FENCE 2.THE"CONCRETE WASHOUT"SIGN SHALL BE INSTALLED WITHIN 30 FEET OF Per the NCG-Ol,the Construction Site Pollution Prevention Plan should include the following elements:
1' THE TEMPORARY CONCRETE WASHOUT FACILITY.
I'�' 3.PIT CAPACITY IS MINIMUM OF 6 CUBIC FEET PER 10 CUBIC YARDS OF 1. Material Inventory
1 I VEHICLE ENTRANCE 2%SLOPE CONCRETE. Document the storage and use of the following materials: MORRIS& RITCHIE
1' I + �� I 4.CONCRETE WASHOUT PIT SHALL BE PUMPED OUT ON A REGULAR BASIS BY A a. Concrete ASSOCIATES
} \ PIT SUMP
I 1' 2�` { VACUUM PUMP TRUCK. b.Detergents OF NC, PC
t KEY IN REMOVABLE LINING 20' c. Paints(enamel and latex) ENGINEERS,ARCHRECIS,PLANNERS,
ANCHOR PLASTIC LINER ` 10 MIL.PLASTIC LINING d.Cleaning solvents SURVEYORS&LANDSCAPE ARCHITECTS
WITH#57 STONE BERM 2' 2' 1' 2' 6' 2' 1' 2' 2' . e. Pesticides
TON POND ROAD
SECTION A-A SILT SILT £ Wood scraps 5 SUITE104
FENCE 1' 1' KNIGHTDALE,NORTH CAROLINA 27545
FENCE g.Fertilizers [phone]
L II nil'
� ) h.Petroleum based products
www.mmgta.cnm
SILT FENCE © 1 I + 1 02020 MORRIS&RITCHIE ASSOCIATES OF NC,PC
} I 1' PIT SUMP 2� } 2. Good housekeeping practices t�t,,,,,,,n,,,,,,
// / a. Store only enough product required to do the job. ..ek\ c A R o"'';,
\�� l " r.17
A/ / / F`— —^� —.r y r r _ — — ANCHOR PLASTIC LINER b.All materials shall be stored in a neat,orderly manner in their original labeled /Q�oFEss,„,,,,o;
!!! CCC / 10 MIL.PLASTIC LINING WITH#57 STONE BERM =O? 9l'�'
i; containers and covered. z Q. gEAL 1 _
j "w c. Substances shall not be mixed. 056685 r
r B-Bs
SECTION
Q T PRIM OF ST NE BERM x .i n _:= d.When possible,all of a product shall be used upprior to disposal of the container. ‘:1141,ZY:i-....14',..
114s.Q- �.A \'r'- {': � -v''.`^ A e. Manufacturers'instructions for disposal shall be strictly adhered to.\•:� �_� � � ='• �a _ ▪ - _ _ £ The site foreman shall desi note someone to ins act all BMPs dail „
tti,
PLYWOOD 48"x24" g 13 Y• 3/1�24
PAINTED WHITE_ q
'2:1
LINED-:'^� -
- - management r i 3. Waste practices
d VEHICLE ENTRANCE ':%,:':.'�;
- � �. P
PIT — ?Z .`t 6"WASH STONE _ — BUILDER
,.SUMP:; — — — _ _ _ — °CONCRETE° BLACK LETTERS a. All waste materials shall be collected and stored in securely lidded dumpsters in a RYAN HOMES
�.. "r' _�. '. yr. 2 6"HEIGHT 5734 TRINITY ROAD,SUITE 200
_- _ c,, °WASHOUT, location that does not drain to a waterbod
- � � — — ~'.a':..`:w 0.5"LAG y' RALEIGH NC 27607
"g.`'' PHONE [phone]
�.`5�� — SCREWS b.Waste materials shall be salvaged and/or recycled whenever possible.
}
_ ^......> P
N�.
— �Ti i.
"> '==_ ;(:..'•_. -...:_„,v- ;-_~` ..; i--, - .,. `` c. The dumpsters shall be emptied a minimum of twiceweek,or more ifnecessa
> - - — ,,�,w., 3' WOOD POSTS p p perry.
....#4•••04•4• -44 _ _ _ 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
II-IIaT-II-11-II. I I lilt-.
...�........-_. _,._.._ IF=n=n=a=u=u r== I-=L=L- -n=�=1::_ �. . _ ._.; pallet and covered with plastic sheeting which is overlapped and anchored.
/y ///yyy yyy/// :▪ }�-....:•� =11 II II—.II=1 -rR=. lflf 7[=. ;if=1�
// / / /: .1: � 1•\\\ - II I 11-. II I-I II II II/ / 'CONCRETE WASHOUT'SIGN II 11:-1 3 L—I ,7g II
(SEE NOTE 2) 'g.�li" + . 1 I=. n:i 4. Equipment maintenance practices
a. If possible,equipment should be taken to off-site commercial facilities for washing and
►© SIDE VIEW FRONT VIEW maintenance.
PLAN VIEW "CONCRETE WASHOUT"SIGN DETAILS b.If performed on-site,vehicles shall be washed with high-pressure water spray without detergents in an area contained by an impervious berm. Z
c. Drip pans shall be used for all equipment maintenance. w
d.Equipment shall be inspected for leaks on a daily basis.
CONCRETE WASHOUT PIT 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 o
regulations.
Installation: B
1.Remove the grate from the catch basin. p
2.Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Sack unit so
that the grate is below the top of straps and above the lower straps.The grate should be cradled between the upper a
end lower straps. .
3.Holding the lifting devices,insert the grate into the inlet,being careful that the grate remains in place and being 0
careful not to damage the Dandy Sack unit. Z
CI DANDY SACK- In Z
M
0
PLACE GRAVEL BAGS SUCH THAT _IL.
NO GAPS ARE EVIDENT in
STORM CATCH BASIN PONDING AREA FOR S
GRATE GT SEDIMENT SEPARATION CL (I)
`I LIF' CURB INLET BACK OF CURB <_I.
J
STRAPS lalfillif 0 I I .
CO
\= �I REINFORCED FlowFLOW I
�I CORNERS" :i O : 3wIPP z 0 N Y.
Manageable I I out Optflow pional �_
2 foot containment Iports
area 1 I
\\ ‘
M
PLAN VIEW Z W
a 1 0 J
NOTES: NOTE:GRAVEL BAG SHOULD NOT _11-- E HIGHER THAN TOP OF CURB v`^�'
I I ST DUMPING 1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET,WHERE WATER CAN POND /
AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF. CURB INLET
OI STRAPS 2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC(NOT BURLAP)AND FILL WITH SIDEWALK O
I (OR SMALLER)GRAVEL.BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
I 3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT,SEDIMENT iiii�`/����
I AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. I`I``I``/i`I/``I`I``I``I/`` J
4. WHEN INSTALLING CURB INLET PROTECTION DEVICES,NEVER BLOCK THE CURB INLET ���; ������ ��Q�Q�� LLI
,��; CATCH BASIN �` Z
,....
SECTION VIEW
. YY
•
• = noon CARo STANDARD GRAVEL BAG CURB INLET PROTECTION
- ' EFFECTIVE:01/31/08
O I - , SETBACKS
-
Front: 20'Min.
Side: 5'Min.
- ,
Rear: 25'Min.
-
Mal ntenrnce: North
1.Remove all accumulated sediment and debris from the vicinity unit after each storm event.
2.After each storm event and at regular intervals,look in the Dandy Sack unit.If the unit is more than 1/3 full of
841
accumulated sediment,the unit must be emptied.
3.To empty the unit,using the lifting straps lift the unit out of the inlet and remove the grate. Transport the unit to an ';
appropriate location for removal of the contents.Holding the dumping straps on the outside at the bottom of the unit, Project No.: 20322
turn the unit upside down,emptying the contents. Reinstall per instructions. ` Date: February 13,2024
www.nc811.org \ Drawn By: Daryn A.
Checked By: Daryn A.
Scale: As Shown
Sheet: 10 of 10
G:\20322\SG\ESC\20322-ESC_3.dwg, 3/1/2024 11:32:30 AM, _AutoCAD PDF (Smallest File).pc3