NCC240377_Site Plan or Location Map_20240212

8 I 7 I 6 5 4, 4 I 3 I 2 I 1
INDEX TO SHEETS �g0<
SHEET DESCRIPTION gi5iHOPNO. �0P
CS COVER SHEET SITE :� _ %
C1 SITE PLAN ° s
D1 SEDIMENTATION AND EROSION CONTROL DETAILS . o
D2 SEDIMENTATION AND EROSION CONTROL DETAILS RALEIGH CUSTOM HOMES 5e� % m
D3 NCGO1 GROUND COVER AND MATERIALS HANDLING ilt4A
D4 NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING
3
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6500 CENTVRYOAKCOVRT D3
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HILLS SVBDIVISION oSHOOTINGCLUBROADSOUTHERN 1 p n ON IA CO
a0 7''ILI cm c0 In
°ESTATE VALLEY LANE C4 U RE:In'('O
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LOT 8 atn0j. �NNN
°SKY VISTA WAY t w F-U h N,
U` JcnZrnr'
°CENTURY OAK COURT Z ZEr,6 07
VICINITY MAP, SCALE: 1" = 500'
0 X W
W
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DESIGNED: SMM C
DRAWN: SMM
AipPROVED: CRP
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CONSTRUCTION SEQUENCE FOR SEDIMENTATION AND EROSION CONTROL12,17
e5
1. OBTAIN ALL NECESSARY PERMITS AND CERTIFICATES. ,,,°""'l "
LEGEND o .60.2A, s
4 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE PROJECT 4-
OUTLETS AND ADDITIONAL MEASURES AS NEEDED. GROUND COVER ® AIR CONDITIONER
SHALL BE PROVIDED FOR ALL DISTURBED AREAS. SILT FENCES BC BACK of CURB
SHALL NOT BE INSTALLED WITHIN 2 FEET OF ANY SEPTIC LINE. BFP BALEANOUTCK PREVENTER
® CURB INLET Z
3. CALL THE WAKE COUNTY ENVIRONMENTAL CONSULTANT SCOTT REAMS, DHS DRILL HOLE SET 1..- 0
ECM EXISTING CONCRETE MONUMENT Z D:N
REHS, 919-868-4986, scott.reams©wakegov.com) FOR AN ONSITE EDH EXISTING DRILL HOLE 0
INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF COMPLIANCE. EIS EXISTING IRON STAKE y 0 i
EIP EXISTING IRON PIPE y
EM ELECTRIC METER 0 0 Fa
4. BEGGRUIN THE BBING. CONSTRUCTION
ALLSSEDIMENTATION PROCESS,D EROSION CONTROLUILDING, G AND MEASURES GENERAL SITE NOTES E® ELECTRIC
CENTUBECrION W 4 W am a p 34
SHALL BE INSPECTED AND MAINTAINED AS PER DETAIL DURING THE Q FIRE HYDRANT a = 0 y CO HF
CONSTRUCTION PROCESS. 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST WAKE COUNTY AND NCDOT OO FIBER OPTIC PEDESTAL Z J w re
STANDARDS AND SPECIFICATIONS. GM GAS METER 0 0 N >" J F' IT z
B 5. STABILIZE THE SITE AS AREA ARE BROUGHT TO FINISH GRADE WITH I�NVJ GU
H ct W ..10 cce) B
VEGETATION, PAVING AND MATTING. GROUND COVER SHALL BE 2. ALL CONSTRUCTION SHALL CONFIRM WITH APPLICABLE STATE AND LOCAL CONSTRUCTION IPS IRON PIPE SET Q f = w z
PROVIDED FOR ALL DENUDED AREAS PER NPDES GROUND STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL MAINTAIN A CURRENT IRS IRON ROD SET Z 0 c D
STABILIZATION TIME FRAMES. RELEASE OF THE STATE AND LOCAL LAND DEVELOPMENT STANDARDS MANUAL ON THE PROJECT k£ t)LIGHT POLE Z 0 Z Z g0
SITE FOR REFERENCE DURING CONSTRUCTION OF THE PROJECT. MNS MAGNETIC NAIL SET 00rem Y
Q MANHOLE SANITARY SEWER
6. WHEN CONSTRUCTION IS COMPLETE, ALL AREAS ARE PERMANENTLY ,3) MANHOLE STORM SEWER LY Q
STABILIZED AND ALL SEDIMENTATION AND EROSION CONTROL 3. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING OHW OVERHEAD WIRES O 0 =
MEASURES ARE REMOVED, CALL THE WAKE COUNTY ENVIRONMENTAL PKS PK NAIL SET W 0
UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, PNS POINT NOT SET CO im
I19 D
CONSULTANT (SCOTT REAMS, REHS, 919-868-4986, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE CITY OF RALEIGH PUBLIC RRS RAIL ROAD SPIKE to 0
scott.reams®wakegov.com) FOR AN INSPECTION. UTILITIES DEPARTMENT FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITH THE PROJECT. ❑r TELEPHONE PEDESTAL Cl)
❑E TRANSFORMER
® CABLE TV PEDESTAL
7. OBTAIN A CERTIFICATE OF COMPLETION. 4. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 0 UTILITY POLE
0 WATER METER
SE WATER VALVE
5. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION ® YARD INLET ;
CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION OF CONSTRUCTION OR ( ) FIELD MEASUREMENT
8
UNTIL FINAL INSPECTION.
6. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES AND STRUCTURES. s
CONTRACTOR SHALL NOTIFY OFF—SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE GRAVEL CONSTRUCTION ENTRANCE (DETAIL A-6) s
AFFECTED PROPERTY OWNERS. s
— — DISTURBED AREA
EROSION AND SEDIMENT CONTROL 7. PROPERTY LINE AND RIGHT—OF—WAY MONUMENTS SHALL NOT BE DISTURBED BY CONSTRUCTION. SF SILT FENCE (DETAIL A-4) °
IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL LOCATIONS AT THE CONTRACTOR'S
EXPENSE BY A REGISTERED LAND SURVEYOR. ❑p SILT FENCE OUTLET (DETAIL A-5)
APPROVED PLAN MATTING (DETAIL A-10) Z
8. ALL SIDEWALK, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES, milimmii WATTLE (DETAIL A-9) g „
DATE HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RIGHT—OF—WAY ,7,A SHALL CONFIRM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND REQUIREMENTS. w A
PERMIT NO. S- _
SEALS
Wake County Environmental Services
DATE. 12-15-2023
Sedimentation&Erosion Control SHEET NO.:
919-856-7400 CS
7 ENVIRONMENTAL CONSULTANT SIGNATURE MASS GRADING ONLY - 1710 NEW IMPERVIOUS
ccrrve,uveun --—— SEQUENCE NO. OF
8 I 7 16 I 5 ? 4 3 __-_ 2 I 1

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56,000 BS. AREA / \ \ / Q].."N
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Q" APPROVED: CRP
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\ / � �f` 840
of1 / /i� ? C�� LEGENDpdcB«b�.zeLm3Ira
�� 4�1111\I
\ \ //� ��'� ® AIR CONDITIONERPROJECT,j0� BC BACK F CURB
/ iJr��OD� BFP BACK FLOW PREVENTER
1 / 77/pgO CLEANOUTZ
��•:�,s ® CURB INLET
III /;, / �ii..�4OHS DRILL HOLE SETF 0
I // / ECM EXISTING CONCRETE MONUMENTZO
�0% EDH EXISTING DRILL HOLE
I / �9EIS EXISTING IRON STAKE 4
I / �•"\/� EIP EXISTING IRON PIPEN0dZ
/ `� EM ELECTRIC METERO0 C =/ I I � iEPK EXISTING PK NAIL0:Z yCC I �aA ES ELECTRIC STUBW4m Z4
'� ' FLARED END SECTION J Z Q U
�/i/ .tI* _ / •� 4 FIRE HYDRANT off a Q 0 rF
l� �'1Q•�A�, g'��% 0 FIBER OPTIC PEDESTAL Z J J y k C
!�`/��� I . GM GAS METER O O a J F tij wO
CONSTRUCTION SEQUENCE FOR SEDIMENTATION AND EROSION CONTROL A �`�!/1�'��:c _/_ J 1 �:;:�/ INVERT p re W J_ O oY B
1. OBTAIN ALL NECESSARY PERMITS AND CERTIFICATES. /�OTq� ��Vie*./' .,�1 ��/ice•'/• IRs IRON ROD SET 1-Z y ~ J o'o
CD/, .,�c��I��w.i w�'���Mi� ) LIGHT POLE Z 0 Z. Z D o
/i) a WI/4 g l* MNS MAGNETIC NAIL SET W 0 L U rt a W
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE ly /Qi. �-^� ® MANHOLE SANITARY SEWER 2 (� •W m W
OUTLETS AND ADDITIONAL MEASURES AS NEEDED. GROUND COVER O42,1 HW MANHOLE
OVERH ADSWIRES SEWER O = 8
SHALL BE PROVIDED FOR ALL DISTURBED AREAS. SILT FENCES PKS PK NAIL SET W 0 H
SHALL NOT BE INSTALLED WITHIN 2 FEET OF ANY SEPTIC LINE. PNS POINT NOT SET N Il) D
RRS RAIL ROAD SPIKE t0 0
TELEPHONE PEDESTAL
3. CALL THE WAKE COUNTY ENVIRONMENTAL CONSULTANT (SCOTT REAMS, E TRANSFORMER
REHS, 919-868-4986, [e-mail]) FOR AN ONSITE ®® CABLE TV PEDESTAL
INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF COMPLIANCE. 0 UTILITY POLE
0 WATER METER
D4 WATER VALVE
4. BEGIN THE CONSTRUCTION PROCESS, BUILDING, CLEARING AND ® YARD INLET
GRUBBING. ALL SEDIMENTATION AND EROSION CONTROL MEASURES ( ) FIELD MEASUREMENT
SHALL BE INSPECTED AND MAINTAINED AS PER DETAIL DURING THE a
CONSTRUCTION PROCESS. I GRAVEL CONSTRUCTION ENTRANCE (DETAIL A-6)
5. STABILIZE THE SITE AS AREA ARE BROUGHT TO FINISH GRADE WITH VI i
VEGETATION, PAVING AND MATTING. GROUND COVER SHALL BE — — — — — DISTURBED AREA s
PROVIDED FOR ALL DENUDED AREAS PER NPDES GROUND SF SILT FENCE (DETAIL A-4) _
STABILIZATION TIME FRAMES. .,
� SILT FENCE OUTLET (DETAIL A-5) 8
6. WHEN CONSTRUCTION IS COMPLETE, ALL AREAS ARE PERMANENTLY MATTING (DETAIL A-10) ;
STABILIZED AND ALL SEDIMENTATION AND EROSION CONTROL NOTESiiminom WATTLE (DETAIL A-9) ,4
In-
MEASURES ARE REMOVED, CALL THE WAKE COUNTY ENVIRONMENTAL z s
CONSULTANT (SCOTT REAMS, REHS, 919-868-4986, 1. PIN = 089143567 30 0 3o so 90 (7) .2scott.reamsOwakegov.com) FOR AN INSPECTION. 2. ZONING - R-40Ww
3. EXISTING GRADES SHALL NOT CHANGE. re A
SCALE: 1" =30'
7. OBTAIN A CERTIFICATE OF COMPLETION. SCALE:
CONTOUR INTERVAL = 2' DATE: 12-15-2023
VERTICAL DATUM: NAVD '88
SHEET NO.:
SITE AND TOPOGRAPHIC INFORMATION BASED ON C 1
SURVEY DATA TAKEN ON DECEMBER 13,2023 BY:
R01 WEST MAIN STREET,SUITE 202 MASS GRADING ONLY - NO NEW IMPERVIOUS
GARNER.NC 27529
[phone] SEQUENCE NO. OF
3 1
2 1
1

8 7 I 6 I 5I'llr 4 I 3 I 2 1I
q
TREEPROTECTIONPENCE �� nil e
SILT FENCE (SEENOTES) a _• _-, _ I�
GUTLET ' I ,. w—r r{ y I -- - - _� ENTER THE DRAINAGE PA1'1'hRN TYPE(TYPE A,B,C,D ORE) s :i�9R
I { ►" SILT PENCE I { { I { I € 'e='
DISTURBED DRAINAGE c., l
I ' [:p I { I I { { I LOT NO. AREA(ACRE) PATTERN TYPE SPECIAL NOTES , '' ;
8
lea. 1g
il l l 'i 1 Ei
RIGHT OP WAY •-�CONSTRUCTION
I _ -- -- v�y�4${ gS
SILT FENCE 8'RETUIW n'RHTUIW §ben";E
OUTLET 9r__,� �55
WATTLES �l�1:_•. TOP OF SWALH ( < C �< (f < lc ......v 1 �� (cOC ( 'o RRE3i D
D AS NEEDED fit= .e InIL5M :DOE OF RO WA `0 7-SDc• T.--- :1 ROAADDWAY
PYPPA PAVEMENT OR CURB TYPED TYPE TYPED TYPEE
INLET PROTECTION ORB INLET
NOTES: ee1111
I.If required by Wake Comfy,tore protection fence shall be 6.Construction entrance should be installed for each lot and field V
installed along the rear property line when adjacent to riparian located. Z171
LEGEND buffer zones.wetlands and/or 25 toot Tree and Vegetation 7.If the diatuebed area is greater than one acre,a custom erosion
Protection Zone.If the lot is subject to municipal planning control plan should be submitted for the 15-day review cycle.The N
— FLOW DIRECTION jurisdiction,then the builder M responsible for verify.g the plan should address berms/diversions and sediment naps and .-O
applicable tree protection smodmde and for installation of tree b
—sr— SILT FENCE protection measures as required by the municipality. S.If multiple hots share silt fence with none installed between the 0 W r N Ol 10(
--r-� DIVERSION DITCH 2.Install silt fence on low elevation sides of each hot and install silt lots,a revised plan"aboraruised /N III(�[CO in
fence edam shown on schematic/diagramteedtleast
and as needed 9.Inlets downstream of disturbances should be protected,streets 14'F'N'CI.0
WATTLE 3.Silt fence should be Located at least 50 R upstream of water should be swept as needed when sediment is present,and erosion 0
features(ex.wetlands,ponds,creels,streams,Med. control measures removed m damaged by sub-contactors or /'�
—m TREEPROTECTIONFENCE d.It is the responsibility of the builder to ensure aerie system utilities shall be re-installed at the end of the workday. _ QN y N N 0)W
® SILT FENCE OUTLET and repair areas are not impacted by silt fence.0W:dim 10.Details f silt fence,silt fence outlet,Construction entrance and -
5.Install silt fence w accordance with Table 6.623 below from the other measures are provided on other sheers.
ON Nl'DEQ Erosion Sediment Control Plamwg&.Design Manual: II.Erosion control details are not drawn.scale. - ' W~ r
INLET PROTECTION 12.If lots are contiguous and have didere land owners,lots can not J Z
DRIVEWAY PIPE Table 6.62a Maximum Slope Length and Slope Oracle for Silt Pence share the silt fences.Each lot should have
0 e individual silt fences. 0}
13.Far lob with diagonal drainage flow W one aide,utilize Z I✓J a.--
CONSTRUCTION ENTRANCE Slope Slope Length(ft) Maximum Area(WI appropriate lot schematic/diagram and add a note tr the Special P-Q 111 0)
.. 42% 100 10,000 Notes sectionfe table on sheet A-3 indicating the direction of flow
2 to 5% 75 7,500 and location of silt knee and silt fence eudet .. W p 2 Z Z
0t 10% 25 2,000 W ? O R
10 e2% 25 2,500
zo% 15 ,son Z 0.— =LL'
of CO LOT NOS.,DISTURBED ACREAGE AND DRAINAGE PATTERN TYPE TABLE t� O
TYPICAL INDIVIDUAL LOT SEDIMENT&EROSION CONTROL MEASURES DETAIL A-2 REVISED:t v2ozo (ADD MORE TABLE(S)IF NECESSARY) A 3 CI
W ^
REVISED:-il2/go20--
8'-0'MAGNUM - ...
I_• 4'MIN.
1 SILT FENCE
Ir + f •
DESIGNED: SMM C
DRAWN: SMM
SILT FENCE FABRIC �� _ €_—___ _ __ __::: : � APPROVED: CRP
MINIMUM 10 GAUGE SECOND ! _e__ __--e= ___
INSTALLED TO - ---- - --
U 12- 2 GA
UGE --- --MINIMUM 1 - _'sill
iiAi ieii�i_z •_
-lei it i
LINE WIRES WIRE FROM TOP INTERMEDIATE WIRES - - __ '-rat tmun
,i€iiRl i€lilt=�-�_.._:: _ = s'eiii_=W€`:�=tie �MEMO
TOP OB SRT FENCE e' _=RsEZ-R _ _=- '_-
MUST E ET LEAST' - _ a i? v
OMigigi
AHDVE THE TOP - ---
s - =a ewes
THE WASHED STONE '�.?:�?_ �;�==: ?E_�_°er°. .-__-__:._ _.a ou:`tnns
GRADE _ - ' _.. _._. .e, .EE'^S�aO'''':-:'�,:eie3i �•=n_.=eel
jl P I. Remove sediment when half of stove outlet is FRONT VIEW y �HURY WIRE FENCE c +(t• r`
I. 1 TI Revered. FLTER FABRIC, `sN••••Y�Q.P?``,`
1Lit FRONT VIEW �'I'..It 2. Replace stone as Deeded to faciEtefe dewatarivg. STEEL FENCE PO AN➢HRR➢WARE •,r ' GINE.•+�"
T L IL_i 3. Stone mules should be placed on low elevation areas CLOTH IN TRENCH 'RN M MGH e,
1==1 STEEL FENCE POST a
of gilt force andbasd on field conditions. WIRE FENCE -as,SET MA%2'APART 12.OVERLAP p57 STONE g sear
4. Per NCGOI,inspect outlet at least once aweek and MIN.ID'INTO SOLI AND SILT FENCE AgnerC[aGasL,,,3
STEEL POST after eachee rain event.Complete any required HARDWARE CLOTH GROUND hen sediment PROJECT
N0785: WOVEN WIRE FABRIC aaccummulaairs tltuoucoeedss Freshen
innebex Keep mesh free of •
1. Use silt fence onlywhen denim does net SILT FENCE FABRIC debris to provide adequate flow.
w drainage area 5. Hardware cloth and gavel should overlap the silt fence at FILTER OF a
exceed I/4 acre and never in sties ofmviceDDatd least 12 inches fro
flow. WASHED STONE
2. Remove deposited sediment when 50%capacity is 8g 0
reached and as needed to provide storage volume for ` FILL SLOPE 8 ON FILTER
FABRIC Ins•
the next rain event and to remove hydraulic pressure ' $ $ Z re H
on me silt fence. - +•
3. Inspect silt fence weekly and after each t'rain event ',R e g0, 8''D O ' �_ Z
O"MINIMUM COVER F. --------------A'
�Z y m 4 =a
OVER SKIRT
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6'OF UPPER EDGE OF U
0 co
ANCHOR SKIRT AS DIRECTED FILTER FABRIC IN TRENCH AA W sal Q
BY ENGINEER a II IL N H O=
�' u 111111111 Z J J >.U f. 112
WAKE SIDE VIEW SECTION VIEW 2 0 W err J 0 11 B
WAKE
WAKE UNTY a~ o n — A w=
NORTE AR0LINA STANDARD TEMPORARY SILT FENCE DETAIL A-4 NORCO CAOOLR'tA STANDARD TEMPORARY SILT FENCE OUTLET DETAIL A-5 =ZZ Z Z 0 o
REVISED:1/2/2020 REVISED:1/2/2020 W U• V W co
O O=
ISOMETRIC N If! 0
�i ` , > W O 1..•
♦ VIEW
USE A MINIMUM OF 2 STAKES ON r. •
re TOP OF HANK tit O
In
11 USE A MINIMUM OF 4 STAKES ON 1e
UPSLOPE SIDE L DOWNSLDPE SIDE
WATTLE OOWNSLDPE
FLOW DOWNSLOPE '1-1RP;�n.
.� AIF
MATTING ,\
F
DITCH Acs. 2 C
SLOPFf
GROUND NOTES:
t t PLAN VIEW 1. Use a minimnml2.ineh diameter excelsior wattle
2. Use 24-inch long wooden stakes with a 2"s2"nominal moss section,
3. Instal]veauie(a)to aheight on slope so flow will not wash around wattle and scour
slopes,or as directed.
MINIMUM 4 STAKES ON➢OWNSLOPE d. Install mnimnm of two upatope slakes and four downalope stales at an angle to
MIN,2 STAKES ON UPSLOPE wedge wattle to ground al bottom of ditch
5. Provide staples made of 0.125-inch diameter steel wire formed into a a-shape not
GROUND Ices then pl maker x length'
T ' 1 II 6. Install to staples approximatelysoil. every lEnea fro on both ides ofwmla�a[each
• T IIIP ITIIL=ITT 4 enswae secure the soil.
-' 7. After installation of staples,check any gaps between wattles and ground with E
III-tI 1I=11- matting. 11
MATTING - Z E
V-DITCH SECTION VIEW In V
STAKES o A
WEAVE STAPLES THROUGH MESH ANGLE STAKES TO
MINIMUM 4 STAKES ON LASING OF WATTLE WEDGE WATTLE
ONTO GROUND
MIN.2 STAKES ON UPSLOPE ➢DWNSLOPE SCALE:
WP
GROUNInI --- ....7.'"
_ _ "/ _
= _ / r - LIP •\ /- MATTING i _ MATTING DATE. 12-15-2023
—"h--III-II • •• —IllJIHII r el�3y IFi� j ( 0 r0 1r. SHEET NO.:
III—I I-+ - _ -I t-'- APLFS STAPLES
1-1IIIIIIII�,I- MATTING D
1
STAPLE INSTAILMENT STAKE INSTALLMENT
TRAPEZOIDAL DITCH SECTIONS CROSS SECTION
SECTION VIEW
WAKE
rairmr COUNTY STANDARD WATTLE DETAIL A-9
REVISED:1/2/2070
SEQUENCE NO. OF
3 2 1 1

8 7 6 5 4 3 2 1
S—
10" el
EXISTING Esu-xF
_-r_11=ll�"r� .. '�—(MIN.)—� GROUND " '.' a
30-0"MINIMUM S e e€
t4Y1''g'4 BACNFILL (4 N3a
HUT SUFFICIENT TO KEEP %� �r. —.{I :c'3C<�
SEDIMENT ON SITE NOTES: Ji J-� 4\if I ' "ilSTAPLES OR• 1. Install silt fence mhee protection fence adjacent to m[p �l�i''' p ��s; s,.\,\;,�-: r'CENTERS p=A5
m..,n...,®treocemduect vehmlestodnvemstone. Jfl Roll '�Y 0¢_ IN TREN N g2o,:ao
• ii
2. If mud is not removed Emma the vehicles raveling over the 11TI r
• .y.I . . • • taro nmheneanfmavehnleaahnntabawahw 4 / • 0e8i
' • I.- • III IIII�IIa QR
before entering the public mad or the conStrUCym enhance �l �+
•••• • •• •III• •- • I'I f must be lengthened Sweep sheets immediately if mud is S�' r_'?' a '� zSI,nV�S
• - I •• • 10-Fl MINIMUM OR hacked offsite onto public roads "' 10 6"MIN
EXISTING • •�) •.• •f.MOTH OF PROPOSED 3. Maintain conmmon entrance in a coodihoo to t STA'E '4111" / / `� d i-a
2 3 STONE TO BE USED I• --DRIVEWAY,WHICHEVER LLL///
ROADWAY I• 1 (SURGE STONE OR RAILROAD BALLAST) mud or sediment from leaving the site Enhance wwill® CHECK _,_,_; MATTING
D �. •i IS GREATER. require periodic removal ofaedimmt laden stone ANDCBACI6ILLE0 N INATRENCH D
• I LL SE
PLACED IN TRENCH ON
1'CENTERS w �ea'gq0
♦ •I •I'1. •••I ICI'••+I I IMI• i replacement with fresh atone Immediately remove all MATTING IN ��wn:� €
r I I•I'v `• • ♦• •I I I 'il! mud/sediment/rock hacked offdm lot Itir�y�r;1,L_slrl .I��7• -i•I►_v Imo_ - - _ - — 7/ACRAM
I IT"I 1 -71- rL11� I-^,, —
PLAN VIEW ;` I C/ Staple Check Pattern
i 1i0• .1L !p.. / Staple - - ^ 'n
_ � X I _ZZ N
F. 1
NEW = t l '" C) I
CONSTRUCTION -- 4 /30 - 5' ... Q W t.nl LO
30'-0"MINIMUM l� L� i �^ ! y T >"141 N ip
EXISTING ROADWAY f`a" // k Slople -' -� (-- ,�O
-117=11rn 1 __- ~^.. l/ L / DIAGRAM �i D••i J N H I
*PO' r MATTING ON SLOPES DIAGRAM CD� [fir V 0�T r• (�
�4-1 II-i -_ , AFT V J Z
Z W Z i „0)
FILTER FABRIC UNDER STONE I-¢ ltl u
CROSS SECTION �� Z o 0 1?
WAKE CI u ,0 1
CO STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL A-6 "NOR COLTN00 ROLLED EROSION CONTROL PRODUCT INSTALLATION DETAIL A-10 ZREVISED:1/2/2020 REVISED:1/2/2020 W
Temporary seeding recommendations for late Winter/Early Spring Temporary seeding recommendations for Sumner Temporary seeding recommendations for Fall
Seeding Mixture Seeding Mixture Seeding Mixture
Species Rate(Lb/acre) Species Rate(Lb/acre) Species Rate(Lb/acre)
Rye Grain(green) 120 German millet 40 Rye Orrin 120 DESIGNED: SMM C
Annual Impedeaa(Kobe in
Piedmont and Costal Plain) 50 Seeding dates: Seeding dates: DRAWN: SMM
Piedmont- May 1-Aug 15 Piedmont- Aug 15-Dec 31
Omit annual lespedeza when duration oftempomry covers not to Coastal Plain-Apoll5-Aug 31 Coastal Plain-Aug 3l-Dec 31 APPROVED: CRP
extend beyond June. --
Soil Amendments:
Seeding data: Sol Amendments: Follow recommendations of soil teals or apply 2 toodame
Piedmont and Coastal Plain-January I-May I Follow recommendations of soil tests or apply 2 toodacte ground agricultural limestone and 1,000 lb/acre 10-10-10 0
ground agricultural limestone and 1,00016/atm 10-10-10 fertilizer.
Son Amendments: fertilizer. ,0'(N.CAR aaras
Follow recommendations ofsoil tests or apply 2 tons/acre ground Mulch: �`'Q"-'FES O ./-
agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. Mulch: Apply 4,000/16/acre stow.Anchor straw by asphalt tack, i-0i,P .
Apply 4,000/Ib/aae Maw.Anchor straw by asphalt tack, netting or a mulch anchoring tool.A disk with blades set e2/Q
Mulch: netting or a mulch anchoring tool.A disk with blades set nearly straight can be used as amolcbing anchoring tool. €
Apply 4,000/16/acre stow.Anchor straw by asphalt tack vetting or nerdy straight can be used as a mulching anchoring tool. • 278a3D 3
a mulch anchoring tool.A disk with blades set Dearly straight can be Maintenance:
used as a mulching anchoring toot Maintenance: Repair and maintain damaged areas immediately.Topdrae 4' 1..=r
Re-fertilize if growth ia'pdr fully adequate.Reseed,re-fertilize with 50lb/acre of nitrogen m March.If it is necessary m %F•9'..XGINESi-Scr
Maintenance: and mWnh immediately following erosion and other damage. extend temporary cover beyond June 15,even d with 50 •,e�/1/•.M'" OY.p,•
Re-fertilize if growth is not frilly adequate.Reseed,re-fertilize and Ib/ame Kobe(Piedmont and Costal Plain)in late Pebmary or "o„( r 14knod
mrdch immediately following erosion and other damage. early March. (u.
' SePrepar lacr PROJECT
1.. Chisel compacted areas and spread topsoil three inches deep over adverse
PERMANENT SEEDING REQUIREMENTS FOR soil conditions,if available.
SHOULDERS,SIDE DITCHES(SLOPES(MAL 8r7) 2. Rip the entire area to six inches deep.
3. Remove all loose rock,roots and other obstructions,leaving surface
reasonable smooth and uniform
Data Tes PHNO MRah 4. Apply agricultural lime, and superphosphate uniformly and mix Z
yp
7S•Men 7 Tall Fescue 300 INN/acrewife soil(see mixture below)' 0
Aug 5. Continue tillage until a wall-pulverized,firm,reasonably uniform sedred is rayy
3001Waen prepared four to six inches deep. Z Ma N
Nero 7-Mar 7 Tail Fescue&Amid Rya6. Seed on a freshly prepared seedbed and cover seed lightly with seeding 0
, equipment or cultipack alter sealing. Q
Mar 7.Apr15 Tall Femme 900 lbs/item 7. Mulch immediately after seeding and anchormulen N 0 =
8. Inspect all seeded areas and make necessary repairs or reseedinge within the 0 C.
Hided Common 23 16s/aere planting season,if possible.If sand should be more than 60%damaged,re- VEo
Apr 73-Jun 30 Bermuda0mu establish following the minimal lime,fertilizer and seeding rates. Ca Z L/ m NC
1251bs/aere(Tall Mixture: W Et i La 3,I
Tall Feseua AND Bm7ultl Faseue)1 3316s/aere2 err J Q
Jul 7'AUS 73 Mllln!or Sor®hum8udan Brownlee Mlllat)130 Agriculturaler-1 Umestonee-tons/acre-10-10(S tone/acre in day sons) ry (A O y O I
Fertilizer-1,M0 @deers-10.10-]0 dCO Nybdds••• Ibs/aern(SorShum• Superphosphate-5001bdacre-20%analyds Z J Y C
Sudan Hybrids) Mulch-2 tondaere-small grain straw J _ '. (1)
WAKE Anchor•Mpbalt emulsion at 300 galoneacre 0 0 a N J O w 2 a
NOR COUNW. SEEDING REQUIREMENTS A-14 a Z C F• I J z=
REVISED:1/2/2020 Z 0 Z Z 0 U
W CU W a/ w
C1 W a m a
0 O=
W OF
NOTES: (I) In
1. Construction details provided in this uandard plan are NOT drown to scale. CD 0
2. These details are for lots with lea than one acre of land disturbance. y
3. If the land disturbance en a single lot is grater than one acre,a custom
plan should be submitted for the 30-day review cycle that addressee
berms/diversions and sediment storage taps and basins.
4. This document is a guideline to control sediment main for single family
loth with a disturbed area of less than one acre.Additional sediment control
may be needed on a site-by-site basis.
5. Additional information m specification and installation guidelines an be
obtained from the State Erosion and Sedimentation Control Design Manual.
httpa//deq.oc.gov/about/divuiondeaernv-tannest-load-raomem/eroaion-aedimentmnhol
I
REFERENCES:
City of Raleigh,Stem.,Standard Details
o J/www.!aleiohme.Rovlbusinadcoate0NPlrnDen/Ar0cles/DevServ/Dmwa0efitmdndDam m ilolad .ha g d)Qo -
Delawoa Erasion and Sediment Conrail Handbook
NCDEQ Division ofPoorgy,Mineral and Lad Resources,Mooresville
Regional Office,Typical Let by Lot Sediment and Erosion Control Plan.
L
NCDEQ Sediment and Erosion Control Design Manual,May2013.
(104.cxdegaagov/obout/dviaiovs/ena w gy-mmal-lend-remoomes/eovgy-mineral-land-permit-guidance/ m
w m-sediment-cooml-pleovivgdaigo-manual)
N 11
Town of Coy,Standard Detail Drawings p e
(btaNAvww.aamofceiy.era/busineea-develoomenkdevelopivs-ivsoy/auvderd-rid ildrawmoe-2017) N 2
Wake County,Sediment Control Details 5
11
@marl/www.wakenev.cornlwater/atourweld/emaioa/Pagm/emaionsmea.aepo) o o A
The Nan Company,Standard Single Lot Erosion Control Tinplate
(www.thenauco.com) SCALE:NCDOT,Roadside Environmental Unit,2018 Roadway Standard DATE: 12—♦I G J-2O2J
Drawings,Division 16 Erosion Control and Roadside Development
SHEET NO.:
MP.
WAKE 1
COUNTY 1 D2
NORTH CAROLIA OTHER NOTES,REFERENCES AND ACKNOWLEDGEMENTS A-15
REVISED:1/2/2020
SEQUENCE NE. OF
3 2 1

8 7 6 5 1 4 3 2 1
Ohl,
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CWCRETE WASI€UT I 83"3;4€
THE NCGO1 CONSTRUCTION GENERAL PERMIT STRUCTURE VITH LINER T;€iow';
vii
1. Maintain vehicles and equipment to prevent discharge of fluids. 3�LL=aoJ
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. ■...-.; •J � E. TN
•_ 'as;
activity being considered compliant with the Ground Stabilization and Materials Handling i "'''..7 ,-.""' i ' 1 Vg2RE
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the w �;�
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The ill! a* .• ..,,, h ,',� GA p w
r. M IH� Iwt M1
permittee shall comply with the Erosion and Sediment Control plan approved by the project. _ ==m
,._...._., • �wNz�g
4. Collect all spent fluids,store in separate containers and properly dispose as 1 r�r�F�l�� ,J I ,p_<LL•„
delegated authority having jurisdiction.All details and specifications shown on this sheet T hP,%a
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible).
LE:ATM1 WORM �ovwiarc3rc
0 5. Remove leaking vehicles and construction equipment from service until the problem .. '.tom". .,, Kr """`a rn• o
has been corrected. MILLI °P"�21"m• a! -
SECTION E:GROUND STABILIZATION I I Ih 4R'�}Z'�P'ne-, -Ga'r-:#t __,•'�t.-'t:
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products A"THE AMINO I I b ;,,
Required Ground Stabilization Timeframes to a recycling or disposal center that handles these materials. g°" .„a e°"
Stabilize within this . in
"'
many calendar gl rnr MA'�r k(1�IPT RTmr.Tr' •s AtaVE r,RA%vAsttouT MMURE
Site Area Description Timeframe variations a t9
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE Z N
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. p W N o' LO CD
(a) Perimeter dikes, >'r W N CO to
2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS u o
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. �j0.. N6 cr
perimeter slopes m m N r rn
3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local t W 1 U N N
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. 0 j in Z F)r
(HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in Z,-a w rn
from upland areas and does not drain directly to a storm drain,stream or wetland. additionplace the mixer and associated materials on impervious barrier and within ir cl 2 Z w rn
(c) Slopes steeper than If slopes are 10'or less in length and are p la o rx Z x
3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. W o§c< o a
Zprovide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washoutsper local requirements,where applicable. If an CI c�°o n.allowed p ry q pp
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for Z
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two w
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. DRAWN: SMM C
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it DRAWN: SMM
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, APPROVED: cRP
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After thepermanent cessation of construction activities,anyareas with temporary 3. Contain liquid wastes in a controlled area. c'Q.FE9 i
p N 7. Locate washouts in an easily accessible area,on level ground and install a stone : � 2':
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the -?f` 9`''
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. 78
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. ticiNE, Pa
8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved.
limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS pe�E^ r- 1,,v2.3
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural PROJECT 4-
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of ' Z
•Temporary grass seed covered with straw or ••Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance Z ZO 1- 0
' other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. 0 I- z p IX N
• Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. NJ Q :10 9 z
• Rolled erosion control products with or reinforcement matting O N O 0 0 a 7
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace s o
without temporary grass seed •Hydroseeding UI Z J Z m rn m
with properly operating unit. W a w a a. z u
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES oif J Q =a ' o z
• Plastic sheeting with mulch a. F O N co 1-1-
•Uniform and evenlydistributedground cover EARTHEN STOCKPILE MANAGEMENT 1. Store and apply herbicides,pesticides and rodenticides in accordance with label Z J H -I* -I H W c
restrictions. 2 O J w z
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least M• r2 C1 a J 0 ee 0
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls 2. Store herbicides,pesticides and rodenticides in their original containers with the a Z D W H =J z z
label,which lists directions for use,ingredients and first aid steps in case of f' O F- o'
retaining walls and surface waters unless it can be shown no other alternatives are reasonably Z O Z Z r o
accidental poisoning. W t1 g a W z a
•Rolled erosion control products with grass seed available. 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is O V W a Y
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of g G a
possible or where they may spill or leak into wells,stormwater drains,ground water UI o Z o = i
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water. If a spill occurs,clean area immediately. y V 4 N F.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite. Z MI 0
construction,selecting from the NC DWR List of Approved PAMS/Fiocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance U)
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculonts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite. " - 3. Do not store hazardous chemicals,drums or bagged materials directlyon the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover [ riit 4 i• )Environmenta1Quality
NORTH CAROLINA gg
or surrounded by secondary containment structures. :"?__
For questions and assistance,please contact NCDEQ at 919-707-3639.
Pi
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING A-12 z
Wy
,,
, A
SCALE:
DATE: 12-15-2023
SHEET NO.:
D3
SEQUENCE NO. OF
3 2 1

8 7 6 5 lir
4 3 2 1
'o el .,
e8O
,40.14
PART III PART III PART III 6!c:4$
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING == psg
oewo1
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING boos ,
"'
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported ia�Ct
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: $����sa
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SCplan must be kept up-to-date throu throughout the coverage under thispermit. goap=i
D which it is safe to perform the inspection. In addition,when a storm event of equal to or hp p g (a) Visible sediment deposition in a stream or wetland. D
The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be
inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, tit
inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or /'-. z O
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SCplan. E&SC measure shown on the approved E&SC • 1 L_ '�.R N
maintained in If no daily rain gauge observations are made during weekend or pp pp They are within 100 feet of surface waters(regardless of volume). O >^III N c0 in
good working holiday periods, and no individual-day rainfall Information is plan. This documentation is required upon the a U F N
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if a.. N C)
attended days (and this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 G'UI N IA N N 0)
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA t w H U N
"zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85. L5, Z 0)I^
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC z Z X' 0)
2 inspected,d plan or complete,date and sign an inspection g Q w
(] E&SC At least once per 1. Identification of the measures inspected, ��� Z �0)Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses. W° z
and within 24 3. Name of the person performing the inspection, construction phase. Id U O 0
hours of a rain 4. Indication of whether the measures were operating --
event>1.0 inch In properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC 0-
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the 0 z {,
6. Description,evidence,and date of corrective actions taken. .plan. report to indicate compliance with approved environment. 14
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection, -.
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be DESIGNED: SMM C
4 Perimeter of At least onceper If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(800)
I] DRAWN: SMM
site 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368. APPROVED: CRP
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
hourse of a.rain th e site limits, 2.Additional Documentation to be Kept on Site
event>1.0 inch In 2. Description,evidence,and date of corrective actions taken,and P Occurrence ReportingTimeframes(After Discovery)and Other Requirements „..
24 hours 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 (a)Visible sediment • Within 24 hours,an oral or electronic notification. NA.,, � •
releases. •4'-oFE• i •,!2':
site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the °:� y cv
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a stream or wetland i.2,4
wetlands onsite 7 calendar days stream has visible Increased turbidity from the construction Division provides a site-specific exemption based on unique site conditions that make sediment and actions taken to address the cause of the deposition. - 7- 0 3
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report Oct a ps.s/`,.s
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis. -.4-NGIE� -,
accessible) event>1.0 inch In 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • lithe stream is named on the NC 303(d)list as impaired for sediment- // hr M.�M,„.•„'
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit.
related causes,the permittee may be required to perform additional yn 2,
o vz;
stabilization
Ground Afterfeach phase 1. The phase oflgrading(grubbing, perimeter oC monitoring,inspections or apply more stringent practices if staff
stabilization of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall PROJECT
It-
determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions.
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of
ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification.The notification Z
2. Documentation that the required ground stabilization electronically-available records in lieu of the required paper copies will be allowed if Z I- 0
release of shall include information about the date,time,nature,volume and
shown to provide equal access and utility as the hard-copy records.
measures have been provided within the required hazardous location of the spit or release. Z H � N
timeframe or an assurance that they will be provided as substances per Item p Z CC 0
soon as possible_ 3.Documentation to be Retained for Three Years 1(b)-(c)above y 0 0 0
All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Anticipated • A report at least ten days before the date of the bypass,if possible. p p W u E
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] bypasses[ao CFR The report shall include an evaluation of the anticipated quality and W a W 6 ea
122.41(m1(3)] effect of the bypass. act_II d GI -.4
"
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification. Z U)Q Q N co
bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT C p- ..II-
122.41(m)(3)] quality and effect of the bypass. li.t, J Q B
Z
(e)Noncompliance • Within 24 hours,an oral or electronic notification. Q Z J W d F = J
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 with the conditions • Within 7 calendar days,a report that contains a description of the Z p N W Z Z
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance, ui C.)C ILI W eg
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not 2 0 0 (I W
health or the been corrected,the anticipated time noncompliance is expected to E u o' O i
I.
(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 environment[40 continue;and steps taken or planned to reduce,eliminate,and N V 0 Z 0 0 n
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
shall not commence until the E&SC plan authority has approved these items, ILItip Q
• Division staff may waive the requirement for a written report on a
(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, case-by-case basis. y
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above,
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and �t�+�t NORTH CAROLINA
(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. tY$' Environmental Quality
s`
For questions and assistance,please contact NCDEQ at 919-707-3639. g
1
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING A-13
z
b =
Ct
re A
SCALE:
DATE: 12-15-2023
SHEET NO.:
D4
SEQUENCE NO. OF
3 2 1