NCC233513_Site Plan or Location Map_20231129

8 7 6 5III 4 3 1 2 1
INDEX TO SHEETS g =a
SHEET DESCRIPTION g4,181i
CS COVER SHEET Via o
NO. _ it
Cl SITE PLAN E8_2110
D1 SEDIMENTATION AND EROSION CONTROL DETAILS RALEIGH CUSTOM HOMES5treN
6z.
D2 SEDIMENTATION AND EROSION CONTROL DETAILS Oj
D3 NCGO1 GROUND COVER AND MATERIALS HANDLING i111
D4 NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING OI IP
0 *Mil
D 1201 BELLA HILL DRIVE f ITE D
2 CV
A SUBDIVISION , rWNN �
OCREEDMOOR ROAD >r W N CO Lcc
O2 BELLA HILL DRIVE n U�h 0')I
QfllmNfVl,01
PHASE 1 O WINDING VIEW LANE t w F O'N
U' L2,(!)Z o1
Z w Z K^01
E is -,01
VICINITY MAP (NTS) W p a Z
iii,4 LOT0 <1
,L,
3u5 EL
W T
C DESIGNED: SMM C
DRAWN: SMM
APPROVED: CRP
//R27� ,
840y;
CONSTRUCTION SEQUENCE FOR SEDIMENTATION AND EROSION CONTROL uN.,F ;
q 'yGINEEQicV
1. OBTAIN ALL NECESSARY PERMITS AND CERTIFICATES. •.,,,Y. M ,,,.•°
LEGEND
o�'rap. s,rx3
__O 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE PROJECT
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. B0F BALT
CKNFLOW PREVENTER
® CURB INLET
3. CALL THE WAKE COUNTY ENVIRONMENTAL CONSULTANT (SCOTT REAMS, DHS DRILL HOLE SET W Z
ECM EXISTING CONCRETE MONUMENT
REHS, 919-868-4986, [e-mail]) FOR AN ONSITE EDH EXISTING DRILL HOLE
0
INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF COMPLIANCE. EIS EXISTING IRON STAKE Z > N z
GENERAL SITE NOTES EIP EXISTING IRON PIPE �z
EM ELECTRIC METER 4 re
4. BEGIN THE CONSTRUCTION PROCESS, BUILDING, CLEARING AND EPK EXISTING PK NAIL J c - 50
GRUBBING. ALL SEDIMENTATION AND EROSION CONTROL MEASURES 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST CITY OF RALEIGH AND NCDOT ES ELECTRIC STUB IL W J C =u
STANDARDS AND SPECIFICATIONS. ® FLARED END SECTION O W J �p
SHALL BE INSPECTED AND MAINTAINED AS PER DETAIL DURING THE _ ox
CONSTRUCTION PROCESS. O FIRE HYDRANT
PEDESTAL Z I 7 W Yz
2. ALL CONSTRUCTION SHALL CONFIRM WITH APPLICABLE STATE AND LOCAL CONSTRUCTION GM GAS METER C — N tO 1— W i
B 5. STABILIZE THE SITE AS AREA ARE BROUGHT TO FINISH GRADE WITH STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL MAINTAIN A CURRENT —3 GUY CC 4 4 4 O z B
VEGETATION, PAVING AND MATTING. GROUND COVER SHALL BE RELEASE OF THE STATE AND LOCAL LAND DEVELOPMENT STANDARDS MANUAL ON THE PROJECT INV. INVERT W J F. I J of
SITE FOR REFERENCE DURING CONSTRUCTION OF THE PROJECT. IRS IRON PIPE SET O > J H=
PROVIDED FOR ALL DENUDED AREAS PER NPDES GROUND IRS IRON ROD SET O W H C oD
STABILIZATION TIME FRAMES. IR LIGHT POLE H V m P c�i
3. ALL STATIONING IS TO THE CENTER OF EACH MANHOLE. PANS MAGNETIC NAIL SET aw
© MANHOLE SANITARY SEWER 4 N 4 m Q
6. WHEN CONSTRUCTION IS COMPLETE, ALL AREAS ARE PERMANENTLY K MANHOLE STORM SEWER 2 O J
4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON DHW OVERHEAD WIRES 3
STABILIZED AND ALL SEDIMENTATION AND EROSION CONTROL N J
MEASURES ARE REMOVED, CALL THE WAKE COUNTY ENVIRONMENTAL UNIFORM TRAFFIC CONTROL DEVICES" OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN PKS PK NAIL SET - W
CONSULTANT (SCOTT REAMS, REHS, 919 868 4986, STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", ALL PNS POINT NOT SETRRS RAIL ROAD SPIKE m
scott.reams®wakegov.com) FOR AN INSPECTION. NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND G TELEPHONE PEDESTAL
LOCAL REGULATIONS. 1 TRANSFORMER
6 CABLE TV7. OBTAIN A CERTIFICATE OF COMPLETION. SITE. 0 UTILITY POLE
PE DESTAL
0 WATER METER
5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING N WATER VALVE
UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, ® YARD IN
( ) FIELD MEAEA
SUREMENT
OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITH THE PROJECT.
6. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. GRAVEL CONSTRUCTION ENTRANCE (DETAIL A-6) E
7. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER CITY OF RALEIGH AND ADA STANDARDS DISTURBED AREA
AT ALL DRIVE AND BUILDING LOCATIONS AS REQUIRED. SF SILT FENCE (DETAIL A-4) -
EROSION CONTROL, STORMWATER ❑w SILT FENCE OUTLET (DETAIL A-5)
AND FLOODPLAIN MANAGEMENT 8 CONTROLOR DEVCES RESPONSIBLEIS OWN ON FOR THETHE APPROVED PTLANS ION FOR AND nTHET ENANCE DURATION OF OFALL
CONSTTRUOCTION N OR 9 MATTING (DETAIL A-10) Co
UNTIL FINAL INSPECTION. WATTLE (DETAIL A-9) O
APPROVED Co
A 9. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES AND STRUCTURES. I I w A
EROSION CONTROL S- CONTRACTOR SHALL NOTIFY OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS. SCALE:
STORMWATER MGMT. S- DATE: 09-20-2023
10. PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED BY CONSTRUCTION. SHEET NO.:
FLOOD STUDY S- IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL LOCATIONS AT THE CONTRACTOR'S
EXPENSE BY A REGISTERED LAND SURVEYOR.
DATE C S
11. ALL SIDEWALK, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES,
HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RIGHT-OF-WAY
ENVIRONMENTAL CONSULTANT SIGNATURE SHALL CONFIRM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND REQUIREMENTS. MASS GRADING ONLY — NO NEW IMPERVIOUS
fPVECme:AA¢un SEQUENCE NO. OF
8 7 6 5 ? 4 3 2 1
1

8 7 6 I 5III 4 I 3 I 2 1
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4 ' A '7 �y F
w�� aod
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o/ FF'c SO�Q��O [10
o•
t IL
� I.L.
♦ '�. i��F��T\ DISTURBED AREA = w
/ A \ t "Si)i lli 44,060 S.F./1.01 AC.
(„4,
\ . ,
\ `��ll
C \ / \ \� om\ \ ` DESIGNED; SMM C
\. ------- ------- ) 0/ �� 8 \ �� DRAWN: SMM
\ - APPROVED; CRP
\ \ �.
y
1 48,658 S.F. \ \ \ \\` f 78 o
CONSTRUCTION CFpIIFNCE FOR SEDIMENTATION AND EROSION I:ONTROI �', \OPEN \ i
c 0(/RI,
{,2s,,
1. OBTAIN ALL NECESSARY PERMITS AND CERTIFICATES. i \ Ay�„r,+INEE��p
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE,SILT FENCE,SILT FENCE PACE °„Mi Mem•"2
OUTLETS AND ADDITIONAL MEASURES AS NEEDED. GROUND COVER ❑ / 1 < �` \ pG/o� �3�2'�•3
SHALL BE PROVIDED FOR ALL DISTURBED AREAS. SILT FENCES l 'i. ❑EXISTING SEPTIC TANKS ,` O / PROJECT 4—
SHALL NOT BE INSTALLED WITHIN 2 FEET OF ANY SEPTIC LINE. m
3. CALL THE WAKE COUNTY ENVIRONMENTAL CONSULTANT(SCOTT REAMS, / ❑ / \ I /
REHS,919-668-4986,scott.ream ON sOwakegov.com)FOR AN SET `\�
INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF COMPLIANCE.
4. BEGIN THE CONSTRUCTION PROCESS,BUILDING,CLEARING AND 1 I / SIGN&LANDSCAPE Z
GRUBBING. ALL SEDIMENTATION AND EROSION CONTROL MEASURES
SHALL BE INSPECTED AND MAINTAINED AS PER DETAIL DURING THE `'� \ ! l \ / .44 EASEMENT W o
CONSTRUCTION PROCESS. 1 , U Q
5. STABILIZE THE SITE AS AREA ARE BROUGHT TO FINISH GRADE WITH CS I O / Z N o.?
VEGETATION, PAVING AND MATTING. GROUND COVER SHALL BE 0,�� I ,' a �' - 2 0
PROVIDED FOR ALL DENUDED AREAS PER NPDES GROUND \ \ $' ; / J J Q N C
STABILIZATION TIME FRAMES. VA
n \1 ' s / G. Z J Q ;
6. WHEN CONSTRUCTION IS COMPLETE,ALL AREAS ARE PERMANENTLY <3 / � 'I �. ;•, .!. .�•.'_ 0 Q J_ m T .12
F
STABILIZED AND ALL SEDIMENTATION AND EROSION CONTROL LLL • j I _ '
MEASURES ARE REMOVED,CALL THE WAKE COUNTY ENVIRONMENTAL �� \ / yLI Off a a U) U)F W 0
CONSULTANT(SCOW REAMS, REHS,919-86B-4986. // / .I s
B scott.reamsOwakegov.com) FOR AN INSPECTION. \j yp0s• / / W a a a— B
/� /'� //�\ J F. =J V I-
7. OBTAIN A CERTIFICATE OF COMPLETION. `' `' '•/''..••'-.'° ,•• ''. / \ GRAVEL DRIVE W/ TNT RCP ('� J a 2;
� O \ ':. I. AND HEAD/END WALLS (/� ...-1
O O
co 5
1 s NJ co
iff
\ — / - la
EXISTING WATER M +oar \ / / % ♦ Q CO
EXISTING CABLE PEDESTAL awe
i
EXISTING TRANSFORMER , J U EXISTING IMPERVIOUS SURFACE
` J 1 4,010 S.F. GRAVEL PAD
i aa 411101r
T m (TO BE REMOVEDLO
\ WATTLE FOR DROP INLET — ^9' 0 I r--� 44T �l
PROTECTION(TYP.) \ �" a O SIGN (TO REMAIN) �.
t'°� _ • g LIMIT OF DISTURBANCE a g n
\ `a O'er •L 8 9 n�, r---•-�,al 2 p C.
''- ` - .. JG'X7D' `v GRAVEL CONSTRUCTION ENTRANCE (DETAIL A-8) Tcc z o B
\ iL —�— IGNT TRIANGLE w w L, o
. — — — DISTURBED AREA o N F
/ — SILT FENCE (DETAIL A-4) Q N w °
EROSION CONTROL, STORMWATER / 20' Pueuc —.—, QQ SILT FENCE OUTLET (DETAIL A-5) M'
AND FLOODPLAIN MANAGEMENT \ DRAINAGE EASEMENT a MATTING (DETAIL A-10) 04
APPROVED WATTLE (DETAIL A-9) m N
A WINDING VIEW LANE 0 _ ,� 30 60 90 A
EROSION CONTROL S- — — ��
STORMWATER MGMT, S- 50' PUBLIC RAW CONTOUR INTERVAL = 2' SCALE:
DATE: 09-20-2023
BASED ON NAVD '88 DATUM SHEET NO.:
FLOOD STUDY S-
DATE C 1
MASS GRADING ONLY — NO NEW IMPERVIOUS
AK ENVIRONMENTAL CONSULTANT SIGNATURE
Li,vcTrv�.nx.a i� SEQUENCE ND. OF
8 I 7 I 6 I 5 ? 4 I 3 I 2 I 1

8 7 6 5 1 4 3
2
1
TREE PROTECTION PENCE a�
SILTFENCE (SEENOTES)
. - .
1 { I ; I I "' ENTER THE DRAINAGE PATTERN TYPE(TYPE A B,C,D OR E) o
I I ' SILTFENCH I I I - - WWo �
i 1 a DISTURBED DRAINAGE :�� �
LOT NO. SPECIAL NOTES 3 g.' s
4 b I.
I { { I I { { I I { { . ff] AREA(ACRE) PATTERN TYPE ��es�g
{ { II { { II { { 1 1.01 E cow
RIGHT OP WAY a CONSTRUCTION -- -_ I - I - �N'wo Fri
ENTRANCEI b I p y
SII.T PENCE 8'RHTURN S'AHTURN
OUTLET I $V1owo�r
WATTLES �a=71q _'_.Mall TOP OF SCALE I�M •t .X�4. t. . _ .tea ; L '11� : �i; i�a' & D
D ASNEEDED �:-r�L) EDGE OP RO WA RO WA �05, I SEJ t2/1/53a
TYPE A PAVEMENT OR CURE TYPES TYPE C TYPEDku TEPEE
INLET PROTECTION ':INLET
NOTES:
I.If required by Wake County,tree protection fence Aall he 6.Construction entrance should be installed for each lot and bald ��fI�a
lied along the property live ton Tree
and V riparian on Ifclilt V
LEGEND buffer mesa,e.If the to N foot Tree and Vegetation 7.If the diseased area A greater then one-dray r coo cycle.
le.Ton
Protection Zone.If the lot A subjep to a municipalverifying
phoning control plan should re be submitted for the an dose dimient chaps The Z (Nj
-� FLOW DIRECTION jurisdiction,then the bolder is responsible for d veiin of the play should address bemddiversiom and sediment traps and --.
applicable tree pmkctiaq fired by
and for installation eNen of trx If
O
-a- SILT FENCE protection measures to required n sides of eachlry. B.H tmilRpk lots plan will
silt fence with none installed between the
DIVERSION DITCH 2.Install sin Taws m low elevation sides of each hoc and instal silt lots,s tended plan wW berequir t O `W-N con(D
fence outlets shown onmheme.cldieg®and as vied. 9.Inlets downstream of disnabmeea should be Protected,streets r~W(N(D�1�
( WATTLE 3.Silt fence should be located at least 50 fl.upsveam of wider should be swept m needed when sediment is preaevt,and erosion >I L-I- OD 0
features(ex.wetland,vends,make,streams,elc.). control measures removed m damaged by rah-emtrearois or U 7
-n- TREE PROTECTION FENCE 4.It is the and repair stten ate notimpawd by Mtt fenceiosteellaEoof the builder to ensure septic u. ID.Detstem ails for es shall
ilt fence,si t be tffaence oatlet,coe end of nstruwotkction entrance and Q(n N LtiN N 0
0 SILT FENCE OUTLET 5.Install eat fence in accordance with Table 6.62a below from the other measures are provided m othhersheets.
INI.Ef PROTECTION NCDEQ Hmsiov&Sediment Control Pimvky&Desiun Manual: 11.&oswn control derails are not dmwnroscaie.
12.If lob are ontiguous and have different land owners,lore can notr . t W~U r N
DRIVEWAY PIPE Table 6.62a Maximum Slope length end Slope Grade f Silt Pence share the silt fence.Each lot should have individual silt£ (,- Z c)^
Slope Slope Length fl Maximum Area{(a) 13 Par lots with diagonal drainage flow to one side,utilize
. CONSTRUCTION ENTRANCE pe g (I ( appropriate lot schemancldm®am and add a note m the Special
<2% 100 10,000 Notes section of table on sheet A-3 indicating the direction of flow Z W Z
2 to 5% 75 7,500 and location of sat Rime and silt fence whet. P I
C Z
son 50 2,000 tom" W 0 G (K'
10 20%2E 25 1,500
L'y1j33,1j•1!}•--,r��'I+„4T111 Z O OS U.
• ;COUNTY LOT NOS.,DISTURBED ACREAGE AND DRAINAGE PATTERN TYPE TABLE A_3 CI Z U p n-
TYPICAL INDIVIDUAL LOT SEDIMENT&EROSION CONTROL MEASURES DETAIL A-2 REVISED:1/2/2020
z 2ozo (ADD MORE TABLE(S)IF NECESSARY)
REVISED:InnozD
B'-0'MAXIMUM _
C H SUFFICIENT TO KEEP • I -TI DESIGNED: SMM C
SEDIMENT ON SITE NOTED: • SILT FENCE FABRIC DRAWN: SMM
MINIMUM 10 GAUGE • INSTALLED TO SECOND
1. Install silt fence or tree protection fence adjacent to LINE WIRES WIRE FROM TOP MINIMUM 12-1/2 GAUGE APPROVED: CRP
cuvatmction entice to direct vehicles to drive on stone. INTERMEDIATE WIRES
.'•Ya _ 2. If mod is not removed from the vehicles traveling over the 4.
wj
•
•
GRADE A tie<NentranceiO�OE 'ES3 Maintain wvskuction entrance mecmditimkpievent /♦ROACWAVAILROAil UAL AST) , fQ�nFlo7A• replacement with fresh stone.Immediately remove all
s i> i y►•Y•I • . .•• • mud/sediment/rock tracked off the lot. 1 ;I
1 f'
i o FRONT VIEW "I iNc e? !_
NE„ -
It
-I 1E. �.
'1'M. MQNN„a
PLAN VIEW STEEL POST OCfolsl 5° '51-'23
NOTES: WOVEN WIRE FABRIC
1. Dee silt f ceoWywhwdminegeermdoesnm SILT FENCE FABRIC PROJECT
IE
teed 1/4 acre and never in areas of concentrated
flow.
NEW
Remove
ted
when SO%
is
CONSTRUCTION 2. reached and asineeded.provide 110166 olummye for It FILL SLOPE
30'-0'MINIMUM the next min event and h remove hydraulic preset. ,
EXISIiNG ROADWAY on the silt fence. 1.1
� -
3. Inspect stirfence weakly and after each 1"rain event ',:
11 A" GRADE +W O
N W ', B"MINIMUM COVER aj =y at
T OVER SKIRT a ` 13
'I rl •i"'F s"MIN. Imo' Ln-a I�Ir�o.l II II-I�I,L lii ANCHOR SKIRT AS DIRECTED 1 a ^ =Q
BY ENGINEER• /�11aa CI
FILTER FABRIC UNDER STONE art• •J COW O S
�� �1 SIDE VIEW Z „..1 = W' Ya
WAKE CROSS SECTIEN WAKE
COUNTY COUNTY C Q 4 H~ lug
B 0 0°" STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL A-6 NOR"G°05 STANDARD TEMPORARY SILT FENCE DETAIL M W Q Q 0 IC B
REVISED:1/2/2020 REVISED:1/2/2020 A 4 W 0
en W y J O Z
H CO > rc k'
ISOMETRIC N J m;
4'MIN. SILT FENCE
/ e 1 / ?:, a.7. VIEW
_ _ _ 1( - USE A MINIMUM OF 2 STAKES ON �� TOP OF BANK W
UPSLOPE SIDE USE A MINIMUM DF 4 STAKES DN
DD NSLDPE SIDE to
§1 IF '
} FLOW WATTLE DOWNSL0PE
• �_-.--.. - • OWNSLDPE - �,
FillegaSanialliii �fexl:Ixxxll :aBE 'sExs�: xs2esx ;u 'Nttt� •�' ° MATT,N 'r
1lrrn� I IIi ire.tllFuillpE ::R:aI I
TDP OF SILT FENCE i F,tHit3_li9i MI■Y!•RIE iltillE'il,fli I V• a> '`F
MUST HE AT LEAST L' - SLOP it
ABOVE THE APT \ \ \ \ \
MICH
THE WASHED STONE 1!1lIR��zlJl ._� y1 N \ *{,;
:;., , :-:71 •::•ellilliliEMIMISMIRkil = ..: .. -. ' .rid tie •, GRDUHD I NOTES:
milMii AM
i. Use a minimum
inch
sior
NOTES' PLAN VIEW 2. Use 2-inch longwoodw�wthha Comm almosaaection.
FRONT VIEW 3. Installwattle(a)to a height on slope so flow will not wash around wattle and scour
I. Remove sediment when half of arena outlet is slopes,or as directed. 0
cov
died y FILBURYTER
WIRE FENCE, 4. Install aminim=of two opalope stakes and faux downslope stakes at an angle to 0
FILTER 00000, MINIMUM 4 STAKES ON DOWNSLOPE
2. Replace seam as neededmfasiEmte dewetcrivg. AND HARDWARE MIN.2 STAKES ON UPSLDPE wedge wattle to ground at bottom of ditch. o
STEEL FENCE PO
3. Stone outlets should be placed m law elevation areas CLOTH IN TRENCH 5. Provide staples made of 0.125-inch diameter steel wire formed into awe weber.not
of silt f®ce and based on field canditl0➢5. WIRE FENCE STEEL FENCE POST 12.AVERT I p57 STONE GROUND less than inches m length. a
4. Pia NCG-0I,' tsar al least once awcek end +SET 19' 2'APART
rnsp.outlet MIN.1B•INTO SOLID AND SILT FENCE rl -I(H -I 11=III-III=1 b. Install staples approximately every llivens feat on both aides of wattles and at each
after each l"rain event Complete any required HARDWARE CLOTH GROUND 11-1411 17 III IEIII--111-I end to secure it to the soil.
repairs immediately.Freshen atom when sediment -�- - 7. After instillation of staples,chink any gape between wattles and ground with =
accumulation provide
exceedsinches.flow.Keep mesh free of 11 -11 III III- matting.
debris re provide adequate flaw. tt--11�I I F
5. least 12i cloth hes.and gravel should overlap the silt Totem FILTER OF tl MATTING III-
Iasi 12 inches. WASHED STONE -
• V-DITCH SECTION VIEW o
STAKES
��ov•'o 3'FILTER FABRIC WEAVE STAPLES THROUGH MESH ANGLE STAKES ip 2 a
•
��o 08 ON GROUND 4
``00 MINIMUM 4 STAKES ON CASING OF WATTLE WEDGE WATTLE
MIN 2 STAKES ON UPSLDPE DOWNSLDPE ONTO GROUND 7 m
A 41114
o off. $e WPORE e- W i A
11-� GROUND
11-111111111 _ IHII- '. _ MATTING
_MATTING SCALE:
=f1 ill nl o ll�ninzIn7'TL it-n=1 09-20-2023
. -I P Hl -0--1 1 DATE:
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6.OF UPPER E➢GE OF I �i=II-' S APLES N STAPLES I
HII )I-1.' MATTING [GRAVEL CONSTRUCTION ENTRANCE (DETAIL A-6) SHEET NO.:
FILTER FABRIC!N TRENCH I _
STAPLE INSTALLMENTS STAKE_INSTALLMENT
�J� TRAPEZOIDAL DITCH SECTIONS CROSS SECTION
SECTION VIEW D
SECTION VIEW - - _ _ - DISTURBED AREA
WAKE CO SF SILT FENCE (DETAIL A-4) 11
tmRTUD RDON STANDARD TEMPORARY SILT FENCE OUTLET DETAIL A-5 GR. STANDARD WATTLE DETAIL A-V ID SILT FENCE OUTLET (DETAIL A-5)
REVISED:1/2/2020 REVISED:1/2/2020 rda'. MATTING (DETAIL A-10)
WATTLE (DETAIL A-9)
SEQUENCE NO. OF
8 7 6 5 111. 4 3 2 --= 1

8 7 6 5 4 I 3 2 1
Temporary seeding recommendations for late Winter/Early Spring Temporary seeding recommendations Sr Steer Temporary seeding recommendations for Fall 2t' B18e.
10" EXISTING
Seeding Mixture Seeding Mixture Seeding Mixture �8erc8g-
)I li. 15 - �-(MIN.)-� GROUND Species Rate(Lb/acre) Species Rate(Lb/acre) Species Rate(Lb/acre) ?3evg
gg
I � �R BACNFILL Rye Grain(green) 120 Gramm mullet 40 Rye Grain 120 1st"W is R
,� •
U r Annual lespdCootol(Kobean ۤ:t U?L
7 T l ie.l� Piedmont and Costal Plain) 50 Seeding data: Seeding dates:
f I STAPLES ON Piedmont MaY1-Aug 15 Piedmont- Aug 15-Dec31 iV2i3 g
' T - yQ/T\�,L 1'CENTERS Omit annual lespedem when dnraban of temporary cover is not to Coastal Plain April 15-Aug 31 Coastal Plain-Aug 31-Dec 31
�4 -� 5' \ f tit
�o� IN TRENCH Seeding
beyond June. Soil Amendments:
!600g ppo
'QZ°1 \ { (1-_ Seeding dates: ell Amendments: Fallow recommendations of soil tests or apply 2 tons/acre B all
Il D' l\, 2L'a" Piedmont and Coastal Plain-January 1-May 1 Follow recommendations of sod tens or apply tova/ame ground agricultural limestone and 1,00016/ate 10-10-10 Y
F�/- tl(a s ground agricultural limestone and 1,0001b/ware 10-10-10 fertilizer ewzim
Zak_ C J, - L Soil Amendments:rod fertilizer. g V
8"NIN
$+J�N6 b S Fallow recommendations of soil tests or apply 2 oes/acre ground Apply a�`"6�
CNEC A Si r agricultural limestone and 1,00016/acre 10-10-10 fertilizer. Mulch: Apply4,0011/Ib/ace grew.Anchor straw by asphalt tank, 3E- Wo6
MATTING SHALL BE STAPLES ON nApply etting
straw.Anchor shale by asphalt tack, netting or a mulch anchoring tool.A disk with blades sat
PLACED IN TRENCH 1'CENTERS Mulch: netting or a mulch anchoring reel A disk with blades set nearly straight can be used as a mulching anchoringtool.
MATTING V DITCHES AND BACXFILLED IN TRENCHApply4,000/Ib/acre straw.Anchor strawasphalt tack,netting �r�i,na3rc
minbygor yearly straight can be used as anchoring tool
D 71 A(;RAM A u mulchanchoring hing moh�k ore blades sat nearly straight can be Maintenance: Repair and maintain damaged areas immediately.Topdreae D
Re-fertilize if growth is not fully adequate.Reseed,re-fertilize with 501b/aere of nitrogen in March.V it is necessary to
Maintenance: and mulch immediately following erosion and other damage. extend temporary cover beyond Jura 15,000000ed with 50 '
II k T.1L=11)1521-, f�ih9l�nt�_rtF Ir=l,rrv. Re-fertilize if growth is not folly adequate.Reseed,re-fertilize and lb/ace Robe(Piedmont and Costal Plain)in late February or,
—
h mulch immediately following erosion and other damage. early March.
L7 L� 1 Stople Check Pattern Preparation:bed
,J %•/ ! T• /�" I. Chiselcompacted areas and spread topsoil three inches deep over adverse
\, L��11° 1 Staple soil conditions,if available.
2. Rip the/ /10" p PERMANENT SEEDING REqu1REMENTB FOR
�,,�y.�- �- g ,�' PERMANENT
SIDE DITCHES,SLOPES(MAX.9:1) 3. Remove alentire
loo rock toots and O area to six inches mer obstructions,leaving aunt a ',Z
/k - - f'-1 , reasonable smooth and uniform. LV
,..
4 "5 CC"" D� TPPa Phnnsp Bata 4. Apply gricultural lima fertilizer and superphosphate uniformly and mixE Toath reed(nee m;xmre bemw). p �'t��NStopio J Aug 15-Haul TallFuaue goo lbahare 5. Continuo tillage until a well-pulverized,form,reasonably unif aedbd is Lu r W co/17,1
.-- - K 4' on four to nix inches seep. Asa F.n1
-4 ---/ j Nev 7-Mar I Tall Foseua&Abruzzi Rya I��re 6. Seed a freshly prepared seedbed and cover seed lightly with seeding Fs.U to 1
DIAGRAM L equipment orcultipaekafter ceding. , I N.CD
9001ba/aare 7. Mulch immediately after seeding and anchor mulch. Z in N
Mar 1-Apr 15 Tall Excise 8, Inspect all seeded areas and make neces within the ✓n N N r
MATTING ON SLOPES DIAGRAM ® Mulled Common 25IMlaara pleating season,ifpossble.If nand should be mom than 60%%damaged,re- F:(-)_
Apr 15-Jun 90 BmmudaBrasa establish following the original lime,fertilizer and seeding rates. U N Z a h
125 Iba/acre(Tall
Tall Pascua AND Browntop Fescue);35 Ube/acre Mixture:ared Limestone-R tannacre 3 tom/acre in der Oe Z W z_ (E. S
Jed 1•AUR 1i Millet or Sorghum-Sudan Brewnlop(Sorg p 30
m- Fertilizercultural
Limestone-210.10.10( yin ) '¢ W CD....s-.
�_ HYbrltlo••• IbSudanisere(Sorghum- Snalah-2 phate-SOO lbnacre-20%analysis
Wee�� z W
Sudan Nybrltla) Mulch-2 tons/aere-smell grain straw W O 1Q45 Z yyy
WAKEAnchor-Asphalt emulsion at 300 gallons/acre W O ,n O R
UNTY CO L _V
NORCTH
CAROM. ROLLED EROSION CONTROL PRODUCT INSTALLATION DETAIL A-10 SEEDING REQUIREMENTS A-14 6,U O D-
REVISED:1/2/2020 REVISED:1/2/2020 �tt--u__GJJ Z ''
W
NOTES:
1. Construction details provided in this standard plan are NOT drawn to scale.
2. Thew details are for lots with less than one acre of land distmbavce.
C 3. lithe land disturbance ona single lot is greater Than oee acre,acustom DESIGNED: SMM C
plan should be submitted for the 30-day review cycle that addressee
berms/diversions and sediment storage traps and basins.
DRAWN: SMM
4. This document is a guidelineof
control 000oeacr ere muite for singlesediment
control
lots= ly
wires may
needed
of lessremone bare.Additional adirnmt contort
mnf r nacho specification aico-byoa daiia. APPROVED: CRP
5. dddined D im the S on onlinae and installation Coo rol Design can Mane
obtained opt/the Stem Erosion and Sedimentation Control Design Manual.
https://deq.nc.sov/about/&vieioos/energy-mineral-land-resoutcm/aueiov-eedimevtrouWl
REFERENCES: =.OQ-OFE
City of Raleigh,Srmmwner,srendso Details - f EAL 1 s_
roma://wwwnalrmme.aovroaaiveas/aonreooPhaDev/Amaes/De.Servmmwmeasnnamroe0l,sInde :2.a i°y-,
E. 1840
Delaware Erosion and Sediment Control Handbook I ' S4 }NCDEQ, j a
Deemed DOffice, pif caLot byL ral Lot Sediment
Land d Erosion
oe000 Pillelan o.•Qry ��:
Repeal Offia,Typical Lot by iotsd®mt and Hmsiw Control Pion '••
NCDEQ Sdimeot and Erosion Control Design Manual,May 2013. •/yMsy.RsM1G„•
(hr s-J/dal.tie.gov/about/diviswoa/mogp-miooal-load-reeourem/ouargy-mineral-/and-pwmit-guidaowl �70 ry- i 3
anon-sedimentconaol-planning-designaoemu!)
PROJECT 4-
Town of Cary,Standard Detail Drawings
mtta://www.townofosry.orp/bu¢into.develoomeotldevelopiew-in-/standard-dete0-dcuwivaa-2017)
Wake County,Sediment Control Delia
(hvp://www.wakeoov.com/water/normwatederosion/Pnoae/erosionoroca.a spa)
The Nan Company,Standard Single Lot E'on Control Template Z
(www.themucoenm)
W
NCDOT,Roadside Environmental Unit,2018 Roadway Standard > '7
Drawings,Division 16 Erosion Control and Roadside Development Vr =
J 0 _ E0
to re
,�TJ'�
Z J J ' W o ii
WAKE COUNTY 0 Q a. N y F. W O
B NORM`AROLE. OTHER NOTES,REFERENCES AND ACKNOWLEDGEMENTS A-1 S ¢ ~ a Q a O B
REVISED:1/2/2020 0 U a N W J O o
N m 9 rco
2 et
0 J 00 a
N J 3
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SCALE:
A{ DATE: 09_20-2023
GRAVEL CONSTRUCTION ENTRANCE (DETAIL A-6) SHEET NO.:
DISTURBED AREA D 2
Sr - SILT FENCE (DETAIL A-4)
0 SILT FENCE OUTLET (DETAIL A-5)
>III MATTING (DETAIL A-10)
WATTLE (DETAIL A-9)
SEQUENCE NO. OF
8 7 6 5 I' 4 3 2 1

8 7 6 5 1 4 3 2 1
0,b
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE CNSITE CONCRETE WASHOUT ~N3=P:
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER = !i.
Implementing the details and specifications on this plan sheet will result in the construction �> Z
-10
2. Provide drip pans under any stored equipment. ',t-...-X, ,,,� � �`W"`° ' T 'repo
activity being considered compliant with the Ground Stabilization and Materials Handling "1• I' i=% ._J'(1 2E12
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the w i,�' " ,i
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The MI"1;, ..., .,LM r,�„�M� hi e Nwa m
project. "� ..�" Y " =w� E
permittee shall comply with the Erosion and Sediment Control plan approved by the - e, 0�.._...H! r 4. p_ p
4. Collect all spent fluids,store in separate containers and properly dispose as I? ;_I -)� �r =a.
delegated authority having jurisdiction.All details and specifications shown on this sheet T w„oL<
may p g delegatedhaving j hazardous waste(recycle when possible).
not apply depending on site conditions and the authorityjurisdiction. ++. p IL,�T�MOMS Tkrtig
D 5. Remove leaking vehicles and construction equipment from service until the problem /"�.:� ., ow •nay .n. ""p p D
SECTION E:GROUND STABILIZATION has been corrected. I I �, ,, .«, � :_;;....
f,, i',i-'„•
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products :SWIM V IN
I I �
Required Ground Stabilization Timeframes to a recycling or disposal center that handles these materials. °� N Q ed" •�.,•
Stabilize within this m. """
many calendar in nv malt rr crwrns ABM&GRAlit t TM �'
Site Area Description Timeframe variations �' 177Z (Ni
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE o
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. I j h•ry 0)In CO
Perimeter dikes, >r w N 10 n
(a) 2. receptacle)lsufficientonsit to contain constructionsand domestic(wastesmpster,trash CONCRETE WASHOUTS ?u?t0 rn 0
swales,ditches,and 7 None1. Do not discharge concrete or cement slurry from the site. GjN••to N N a�
perimeter slopes 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 I w 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. 13. Z Z m
(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 w a w
If slopes are 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within i o z W°�
(c) Slopes steeper than 7 p 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. ItI 22§ 0
3:1 not steeper than 2:1,14 days are Z o C9 u_
provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washoutsper local requirements,where applicable. If an -U 0 0
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
-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
c -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. DRAWNED: 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 the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 'e;'FES
7. Locate washouts in an easily accessible area,on level ground and install a stone ;•
p;0 .P-.
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 =a ie laF `1
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. ieao ;+
•
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project 'NI
limits. Post signage on the washout itself to identify this location
surface stable against accelerated erosion until permanent ground stabilization is achieved. ll qN ^
.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit ocro oat 3-"Z3
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp, bags or other temporary structural
p p g p ry PROJECT 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
•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 00 Z
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. [-Z W 0 a
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Z a N z
•Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace ex N G re 9 z o
wee
without temporary grass seed •Hydroseeding with properly operating unit. d m Q 0 0 z 4
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES 0 Q I J CO I- c s
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label Z N to = D W Y
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. C J N N~W
B sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least Z a J Q Q j cu> B
•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 L7 n yLi J H d J z=
label,which lists directions for use,ingredients and first aid steps in case of 0 W •• 0 0
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning. N Ce Q m > u
•Rolled erosion control products with grass seed available. 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is a N Q m x
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 2 o C O J 3
possible or where they may spill or leak into wells,stormwater drains,ground water O Z N -I
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water. If a spill occurs,clean area immediately. C.)a T. 61
CO1. 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
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
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/Flocculants 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.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 3r,.‘1 NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures. , Y! Environmental Quality
I For questions and assistance,please contact NCDEQ at 919-707-3639.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING A-12 col
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OATS: 09-20-2023
SHEET NO.:
D3
SEQUENCE NO. OF
8 7 6 5 ? 4 3 2 1

- - - 8 7 6 5 4 3
2 1
8
its Ing
WWI
Ifl Ia
PART III PART III PART III €sat s
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING �63 x!
he
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C•REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.E& !Nil"SC Plan Documentation 1.Occurrences that Must be Reported it
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:
personnel to be in jeopardy,the inspection may be delayed until the next business day on !
which it Is safe to perform the inspection. In addition,when a storm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. a
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,Inspect (during normal Inspection records must Include: and does not significantly deviate from the of the approved E&SC plan or complete,date ID
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 r ,, Z N
Ill Rain gauge Daily Daily rainfall amounts. �l
shown on the approved MSC plan. E&SC measure shown on the approved E&SC • Theyare within 100 feet of surface waters(regardlessO m
maintained In If no daily rain gauge observations are made during weekend or of volume). 0 r N
good working holiday periods, and no individual-day rainfall Information Is plan, This documentation is required upon the w N CO U)
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if fY tj 5(0 I 0
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 m w In N P.g
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 6 12 U N N
"zero." The permittee may use another rain-monitoring device Ref:40 CFR 302.4)or G.S.143-215.85. CO Z
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC ( O
-
(2) E&SC At least once per 1. Identification of the measures Inspected, plan or complete,date and sign an inspection _Z�'Z a W E'0)0)92
(d) Anticipated bypasses and unanticipated bypasses. la
Measures 7 calendar days 2. Date and time of the Inspection, report to indicate completion of the 111 9' Z W,�
and within 24 3. Name of the person performing the inspection, construction phase. g
hours of a rain 4. Indication of whether the measures were operating - Z 0 O
event?1.0 inch In properly, (c) Ground cover Is located and installed Initial and date a copy of the approved E&SC U r Ii LI-
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
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment. CI
W
(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
events 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
c 5. 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 once per If visiblesedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection
site 7 calendar days of the following shall be made: report to indicate the completion of the reported to the Department's Environmental Emergency Center personnel at(800) DRAWN: SMM
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. 858-0368. APPROVED: CRP
hours of a rain the site limits,
event?1.0 inch In 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements ,.�0N•cq,o ,,
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. =ro¢�,.OF"'"•'s•• . -
releases. site and available for inspectors at all times duringnormal business hours,unless the deposition in a
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a P P Within 7 calendar actions taken a report that contains a description of the ,2 T y ,
Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and to address the cause of the deposition. A `�
wetlands onslte 7 calendar days stream has visible Increased turbidity from the constructionp
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 on a ��/�yy�Rq 84 /' ,
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis. '~v;1, s.?,J2,e
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. • If the stream is named on the NC 303(d)list as impaired for sediment- '/'/}��" 9'(' ov •''
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
Ground
stabilization After each phase 1. The phase of grading(installation of perimeter E&SC CYC.Tudt`r�3,2+23
sta of grading measures,clearing and grubbing,installation of storm p g the previous twelve months. The permittee shall monitoring,inspections or apply more stringent practices if staff(b) Records of ins actions made durin PROJECT
411-
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the determine that additional requirements are needed to assure compliance
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of with the federal or state impaired-waters conditions.
ground cover). electronically-available records in lieu of the required paper copies will be allowed if (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and 0
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. Z
hazardous location of the spill or release. Z
timeframe or an assurance that they will be provided as 3.Documentation to be Retained for Three Years substances per Item CC W 0
soon as possible. 1(b)-(c)above Z - a
ZOO -Ca N z
All data used to complete the e-NOI and all inspection records shall be maintained for a period -
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] (c)Anticipated • A report at least ten days before the date of the bypass,if possible. Q -a CI :, =o
bypasses[40 CFR The report shall include an evaluation of the anticipated quality and C V z e
ct
122.41(m)(3)1 effect of the bypass. yr a 0 J m p=
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification. Z rn Z - i-t-
e DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendardays,a report that includes an evaluation of the p Z a I N F Lio
122.41(m)(3)] quality and effect of the bypass. _ ct i. 0 a ct rc I3
(e)Noncompliance • Within 24 hours,an oral or electronic notification. C w Z J H _ u F
a)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 doys,a report that contains a description of the 0 y E. (J H c 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, CO T. w m 9 Ii u
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 ct 9 X (Ni 4 m Y
health or the been corrected,the anticipated time noncompliance is expected to 2 t7 C 0 .J a
(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[a0 continue;and steps taken or planned to reduce,eliminate,and Z p Csi J 3
CFR 122.41(I)(7)] W
shall not commence until the E&SC plan authority has approved these items, prevent reoccurrence of the noncompliance.[40 CFR repor(I)(6). W m
• Division staff may waive the requirement for a written report on a LU
(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.
(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, 0,111)Environmental
1'-
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and NORTH C NA(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. Quality
For questions and assistance,please contact NCDEQ at 919-707-3639.
a
E
2
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING A-13 l
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DATE: 09-20-2023
SHEET NO.:
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SEQUENCE N0. OF
8 7 6 5
4 3 2 1