NCC241987_Site Plan or Location Map_20240701

BRAEMAR VILLAGE LOTS 19-29 & 57-64
W � e-I
MONROE, NC JLnZ
INDIVIDUAL LOT EROSION & SEDIMENT > o W
GC �y alW
CONTROL PLAN o
W
cac ~ � >
TABLE OF CONTENTS LEGEND co O Ov
COVER SHEET 1 SILT FENCE —SF —SF —
LOT DATA TABLE 2
SILT FENCE OUTLET ® �111111„
LOTS 19-24 3 ‘`�`N CA RO,.
LOTS 25-29 4 CONSTRUCTION ENTRANCE �_:00%�; ��„`.•c °°°°°°°°°°°°°��''%
LOTS 57-60 5 ;20° y
INLET PROTECTION AMERICAN 1.
LOTS 61-64 6 III - j ENGINEERING g -
SILT FENCE DETAIL 7 / = m o ASSOCIATES %o a
CONCRETE WASHOUT j ; ��,o°SOUTHEAST
CONSTRUCTION ENTRANCE DETAIL 8 % C-3881 °° 1'
LOT EROSION CONTROL DETAIL 9 c'9T°°°°°°°°°°°,� .•
TEMPORARY SEEDING 10 �''�,,4F/O"'AV````.��
INLET PROTECTION DETAIL 11
SILT FENCE OUTLET DETAIL 12 0111I1///,
NCG01 GROUND COVER 13 \\\\\,sN CA/,)O i�/�
NCG01 MATERIALS HANDLING 14
NCG01 SELF INSPECTION 15 :4 7'2y
NCG01 RECORDKEEPING& REPORTING 16 _ SEP,L ,
f 0340 2r
l '
a9,''tiQJ$J � 4/,"
CONTACTS
z ,to a.
HOMEBUILDER CIVIL ENGINEER: V '2 co
TIM SHEEHY BLAKE H. ESTRIDGE,PE N 7 ;
MERITAGE HOMES OF THE CAROLINAS,INC. AMERICAN ENGINEERING ASSOCIATES-SOUTHEAST,PA w N °' 8
13925 BALLANTYNE CORPORATE PLACE 8008 CORPORATE CENTER DRIVE Ea
SUITE 300 SUITE 110 Q W E 8 N
CHARLOTTE,NC 28277 CHARLOTTE,NC 28226 o z
[phone] [phone] . a
f o
� �
[e-mail] [e-mail] ��

LOT NUMBERS DISTURBED AREA DRAINAGE PATTERN TYPE SPECIAL NOTES Q ^ N
(ACRE) (PER DETAIL 03.06.01) J Ln z ,,,
19-24 0.36 D&E --- cc al CDQ
25-29 0.31 E --- Q 11.--
ch z
57-60 0.26 B&C --- W ' 0
61-64 0.27 B&C CC ~O p
CO J I
0
`` 01111111///
�N FAR.000.000. O
20o°°AMERICAN o 7 s.
j ENGINEERING g -
c-) o ASSOCIATES E Z =
��o°SOUTHEAST o'
i°°°° C-3881a1-�
F OF A\3`
4,,111 n1wo
‘0VIIIII//
.\\\\.cH CA/i'O 0
p:
Q. SEAL ,-. -_
f,�2r
�11,,
,i/�H,fIES \V����
/
ZOD
<.0
r2
n1 O j N
we
� /
Q W m U N
N
N N
U
m o z
W d
0
§ U

?W.I.
1:\ \ ��JG 5� �\0` �W.7 l M
1 626� �\Q \\ \ P O��ONE�� J n V
PN° y ` \ \ BOAPN J LA Z
661 \
,(�` 2 PPOSN �'1 �` irsis42c."'''N
> WO261 \ OC N CC NPP' 4IPA ' - . ,', €) - _ i _ _ 615 ' . N�� \\ 2cnQP0o Q VIVI
41. - -1- - - - 62635 ,�N1 m 0 0`�'k‘8_ 401P' , 626.2 0. p �♦� ' 1 \ ?P‘o.'is- ` N C A R ��.
o' INLET PRO CTION\ o. 4s,
� .. ���` °°°°°°°°°°°°���'�.,.
'�'� TYP.) 062 N
' ° 2 o AMERICAN o�oo 2 5 '
62 PO. � • `� o o�
�,o P 25 _ S ENGINEERING g
N. ♦ ONST€ C OIV •; • = c, o ASSOCIATES %oz
o' m SILT F' CEZ S
•
`���,,� �0 • ) ENTRAN 6P05 ` i �,� ��oo SOUTHEAST o��
�� , , 2 PP0 8 ��; ;i °°° Co 3881 °°°c,
����. �,�` �j 626' • 4 ''i,iti.F OF AVM ��%‘
•
` ��I��I ,I CONC, , _ 5'��
�6 ,��I�\�444 ASH• T\ (44 ''
u�o�ni�==� TPROT CT F �1VIIIII//
4N ,
N '/\��o ,` YP.) j PP o4 �� O /i
�. 25
625' ® 0 P 0 \ ♦ F� �, ,J �' P
2 ,'�® 2 Po. _ ;a SEAL '-
o. •A'N ,E PRE TION 62yoo — • 52340
PN° 0 1111111\N1/4.6 62 0 -•�,. v ,�h `\ 114Vo A, \ 2 PPO'.o . 5 1 i/�q, �QtiJ •t�L\`
15"RCP _ t ` 0 `�`, 625. �00, ',i H. ESA:\V��\
6, o
61 033 I E , \0 ,p0A\‘%.
0„,, ` 21 �iiifll lloo
,S \ PPO0O \ .
I 4W ` le 625 Z bn ,
, ,
7 , , E @ - 2
2 W :iL1
0 40 80 120
Qw N t,
w n
a '
U o
o �
o s
� U

c. b, \ .
44 0\ P 625 ^ ' , J ^ Z
Z 62 Pp. ♦ do J IA
P 25• , \ - Of W
F CE'G` ONSTRUC ON , S C) O O)
•
.) ErNTRAN PPpSg' i \ +�.;. e"2 QQc CC N pC N
`� 625 • G ��-I z N
Aik, 3 62058 . '� '` Q V) 2 in
H
earl,- CON CRN. �� m O O
����I ASHY 2� yF _ �'. J
cI` � TPROTF T 4N . F
• , YP.) Pg. v+
- . i SILT FENCE Xol f.46 (TYP.) .• \ `:1����iiii�iii�i
V 41`if\kOlti.4,714 - .`,c
'y�` �E ECTION 625 ' ` 20o AMERICAN'off
9�Q, �► `!`a� �.) 6 � ti _ S ENGINEERING% _
' `\ ACV► �� \ 2 c•., RETE„)AD ' S.,,�,� . = m o ASSOCIATES .g
�� ` �� y.00 A ` SOUTHEAST
° SOU EAS .•
�S ���`�o �S,\ . WASHOUT 62 *A V.:2„,.
T�°°,° c-3ss1 °°����
coo mec.�`,®� ` PA ,\ ` '�.,9T °°°° p ...
_ F \ �����i�1�,, .`1t5 ` is ,00*
Silk.
\IIIIII�
,, '��� q'i� EivTTRA sc. ,t`'' \\\\\H CA //////
i 11%111., ' it el \ 29
\ wV y�TE % sF 2 _
��/►'�//_r1 til7 3.�� go, L
tall
yr 1 mo Sewi . ...t- - fr
► .�'�414,0J ,Ar �o C -� �c� A GATAE i,/ H, Ef)_•\\\\\��
v 1,..��� +� 1 topp .-- P' i • Ap jv.....\... ..____. __ ,.� / //lfIIII1\\ \
IL �y �y sF o I 30 623.75 4
7 =- @) o `/, 0 PAD Z � ao
C) v i N
\ W.- O
2to m . N
0 40 80 120 Q LU N o,
En w oaz
U o
o
o
�

W 1:r Lf1
< AL)
i -0 N � .(3)1 N N N � N -0 N D-0• N -0 N _ —1 L n Z
D � n lan a� D � n aD on A ran � n J
j . 6P 6p ' bybyR. P 6p op op - O6Wm w
0l O O
—� Q rJ 0
. . JS •JS W —J JS—_iS - 3S-. +JS I ' I. W
: I S ILT FENCE(TYP.)
co r.
CC 0
c
c
m _1 J
� IV N N wD w� p wDw N D ).
AD n an °nooP
_ I p W ° Ca'si TRJC* N ° , �' w
Ia . .
NTRAN CE r `��011111111i,
1 I 01 U1 U1 �' Ul O O ' O O ma`s,`-\N°o 0 0��''i
O -Ni 0p CO O .a I`j W ��Old°°°°o o°°o�/ ',i
III IINLET —CONCRETE 1 :20°AMERICAN o
— PROT C • , WASHOUT' _ S ENGINEERING g
��� = > - c-) o ASSOCIATES S Z
��� -- i. . — - v o°SOUTHEAST o
. ,.o°oo C-3881 °°°V
62�' _ T ►.0 -, �' °O°°°°°°°°°
/'` . . ! a�!'.. .DI-301A 1 .�� I t _ ��°'9TF OF A ��O�
AS .�S �•$ 8
i,�9) h 10 RCB-301 B V,�, • o
— ���IVI11•11i./�
iVW3p218 _ — sNCARO%,iH 11+00 10+00 i
24"RCP _. dD�„9£ _ ;4 SEAL 1-.
•� I , •/ w��wwaa _ 52340 ,
V
/ o8w- ' . ,- Fli - - ,,-9,eq„.•.. ...•
///111110
d1 —
/ [1N3W3 3 a
Qt10� ao
U �
v � ` N
,9 Ce Cli A N M
k, .) ,,, g
0 40 80 120 <w II !
U o
o s
�
� U

I ,Z A I
•
0396771/1 I -0 I 3 JG Z RCB-203BFlo , ‘ • - - "Nummai" Raizimisilmommimom .CB-202B �� °� U„
l0• _ OOw1 �L� � /s.Q ! . C N
oo� 0 ®®a ,
rli
V 'ODI-203A ' uo IP t
, II-202A Zia-
gii) O623 / c- v a H��— —m \I/ co J -.I
/� V CV71 W N) , N. I , I, c
n,:i -0 8 0„ 00itiiiISl,,,,` OI D A D t D A A D , , . 000000o
CT)
,.O A D ° i
° ` ;20° AMERICAN off00 W . s.
' •
oENGINEERINGon _- • I m ASSOCIATES og�— �A ; o
_
- I I •N—s _ — �to SOU3HEA T :°:� °o ,
' ,k: I I
1 •
ci,
a, T
TS
N �, i'f FENC YP. o J N
� o I w � wn � a A -0 0 ' Aa gTP'QTcCTIONf
IF
I w0 • 'Wp op o •p T D . WD W p I TYP.
N CONS CTION ( ) Ia, �ti \\\\\\NI CA ///i
T ENTRY E O T O i
c.)1 a rn 'V a rn rn rn .so) -N. 1 l
�/
O IV w T � 2.p;
ISILT F o CE NCRETE Q. SEAL �-
_ N OUTLE 1 A SHOUT - 52340
1 __ fir' Ia ,..�.�.� I s , aa. • �°'�0-2
11 r
1. : =�- B- % q M ..—.• t7L\
9,, DI-301A MI,.T '1 �T�i oil - //" / E ,`\\\\
_ fllll
RCB-301 B -�—EI M1 k'1M.'M _ O�9� I O, Z aA a
9 - Q
o' ZZ —� ' V L. @ 7, 2
v = N
v N `,
,i0 Li.i. 1 ,6-,,
M
k tuo
•t .
m U N
gi 0 40 80 120 Q w N En o o
w a
o
U o
o
o -0'� U

Page:
7
GENERAL NOTES: STEEL POST
1. FENCE FABRIC SHALL BE A MINIMUM OF 24" ABOVE GROUND SURFACE AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 6" STAY SPACING. FILTER FABRIC
2. FILTER FABRIC SHALL BE MIRAFI 100 FABRIC OR EQUIVALENT. WIRE FENCE
3. BURLAP CANNOT BE USED WHERE SILT FENCE IS TO REMAIN z
a FILL SLOPE /
FOR A PERIOD OF MORE THAN 30 DAYS.
4. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE "v
SELF—FASTENER ANGLE STEEL TYPE.
5.ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN \. EXISTING GROUND
GRADING IS ADJACENT TO STREAMS OR WETLANDS. THE COLOR I 8' MIN /
ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
ENVIRONMENTALLY SENSITIVE AREAS.
6.D0 NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, ----� ANCHOR SKIRT A MINIMUM OF 8"
WATERWAYS, OR OTHER AREAS OF CONCENTRATED FLOW. 6°
7.DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT MIN
OF FENCE FOR SLOPES LESS THAN 2%.
8.SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
VARIABLE AS DIRECTED BY ENGINEER ( 8' MAX )
c —PLASTIC OR WIRE TIES
MIN. 10 GA. LINE MIN. 14 GA. STEEL
WIRES. SEE V INTERMEDIATE WIRES
NOTE NO. 17 ' WITH A MAX. MESH
DETAIL 03.16.01 , V SPACING OF 6 IN.
a
/�\ \\ / \\\\,\\s\\ \\.< ,\\ //.\/.\/.\/.\//.\//.\//.\//.\//,./�\/\//.\i
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
REFERENCE, NCDENR PLANNING AND DESIGN MANUAL, JUNE 2006 /
REVISIONS FILE:LNew1/Maps-Details/Detail Manual&Specs/
pF y� CITY O L+MO]�RO L+ Standard Detail&Spec Manual/Standard Details/03
NO. DATE DESCRIPTION o,R1 .8oA CITY 11 1 1 V L
DRAWN BY: JAM DATE: 08-07-01
4/20/04 FENCE HOOK�,..�POST ,;, - SILT FENCE INSTALLATION "'°,° °`"'" NORTH CAROLINA CHECKED BY: .INL -SCALE: N.T.S.
2 35/08 ADD Trans save an w�roTM � 1�L�°� � u
3 34/11 Kmnumc nnnxo unxm �O I _ PREPARED BY:
4)'a iMO'' ENGINEERING DEPARTMENT DETAIL 03.01.01 J

Page:
r 8
100' MIN.
I. PUBLIC STREET
.,i. i. i. i. i.
EXISTING GROUND I"- z " ° 11 11 11 11 11T11 T 1 " I
1+II It AT ffIT I I-
+l -1.=II II*1 SOIL STABILIZATION FABRIC
UNDER 2 to 3 INCH WASHED STONE
100' MIN.
1
1 VI
e._.e._.•._.� •._.•._.•r_.•._.• ,.411V•.-.•.,.•reAr.••,
�' w
cc
•r_,•, _,•r.,•r_,.
O . �� U
!yip. \ :�_I to
1=r �= �Ns
GENERAL NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC
WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A
PUBLIC STREET.
2. STONE TO BE 2 TO 3 INCH WASHED STONE
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
5. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
6. ENTRANCE SHALL BE A MINIMUM OF 20' IN WIDTH OR THE WIDTH OF THE EXIT, WHICHEVER IS GREATER.
APPROVED DATE
7- REVISIONS FILE:I:New_I/Maps-Details/Detail Manual&Specs/
07 yp Standard Detail&Spec Manual/Standard Details/03
NO. DATE DESCRIPTION �4 N$ STABILIZED CITY OF MONROE
c, cd DRAWN BY: JAM DATE: 08-07-01
1 4/20/04(ENTRANCE WIDTH !��i V, �-r �r TT�r UNION COUNTY NORTH CAROLINA
2 04/11 STONE SIZE to 1i.,,4,f,1,u C0N�.JTRV LTION CHECKED BY: JNL SCALE: N.T.S.
4�(1- ' `e• PREPARED BY
4.47-6s0�`{ ENTRANCE ENGINEERING DEPARTMENT DETAIL 03.04.01�

Page:
r 9
A. FLOW TO THE REAR B. FLOW TO THE FRONT C. FLOW TO THE LEFT
X X X X X XI x
(n � xj
x
x
HOUSE HOUSE X HOUSE
X
Du0u0 D00"0 D"000
00 oo oox Dooll. D0o
D0o
00
) 00
00
) 00
00
D00 Doo
Doo
)o00o00
00
00
XD0000 X D0000
) 00
)000000
D0000 00
D000o � 0oXJvX X � X 00 k � 0000N
D. FLOW TO THE RIGHT E. FLOW TO THE FRONT & REAR
X X X X X X
X LEGEND
K
X X X SILT FENCE
HOUSE X HOUSE
0000000000 CONSTRUCTION
00000000( ENTRANCE
X o00000000
DU 0o01 a0000 ,nnnnnnnne
0 0 0 0
) 00 30000X 00
a0000 )0000 �> DIRECTION OF
�0000 X v 11
X )0000 FLOW
D0000003 ° 0 X X X X X 00
�
VEHICLE BARRIER
APPROVED DATE
rREVISIONS FILE:I:Nea_f/Maps-Details/Detail Manual&Specs/
Op Y° CITY OF MONR OE Standard Detail&Spec Manual/Standard Details/03
NO. DATE DESCRIPTION ,41 *�° DRAWN BY: JAM DATE: 08-07-01
1 4/20/04 FORMAT � > EROSION CONTROL OPTIONS UNION COUNTY NORTH CAROLINA
r� �I 2'A'�` FOR LESS THAN ONE ACRE CHECKED BY: JNL SCALE: N.T.S.
-�- PREPARED BY:
°'.1e—000\;� ENGINEERING DEPARTMENT DETAIL 03.06.01 J

Page:
SEEDING PREPARATION 10
AREAS TO BE SEEDED SHALL BE THOROUGHLY LOOSENED
AND WORKED TO A MINIMUM DEPTH OF AT LEAST 5 INCHES.
THE AREA SHALL THEN BE RACKED OR OTHERWISE CLEARED OF ROCKS,
LARGER THAN 2 INCHES IN DIAMETER, STICKS OR OTHER DEBRIS.
FOR LATE WINTER AND SOIL AMENDMENTS:
EARLY SIRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE: MULCft
RYE (GRAIN) — 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) — 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE) MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES: EROSION OR OTHER DAMAGE
JAN. 1 — MAY 1
FOR SUMMER. SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE: AND 750 LB/ACRE 10-10-10 FERTILIZER
GERMAN MILLET — 40 LB/ACRE MULCH:
(A SMALL—STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
SEEDING DATES:
MAY 1 — AUG. 15 MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTl1RF: AND 1,000 LB/ACRE 10-10-10 FERTILIZER
RYE (GRAIN) — 120 LB/ACRE MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 — DEC 30 TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11
PLEASE CONSULT THE NATURAL RESOURCES CONSERVATION SERVICE FOR ADDITIONAL ALTERNATIVES FOR VEGETATING DENUDED AREAS.
REVISIONS FILE:I:New I/Maps-Details/Detail Manual&Specs/
Y to Standard Detail&Spec Manual/Standard Details/03
NO. DATE DESCRIPTION 4 0
.k 4.0 CITY OF MONROE
SEEDBED PREPARATION&
DRAWN BY: JAM DATE: 08-07-01
1 v.v. FORMAT /��i UNION COUNTY NORTHCAROLIhiA
REvIALLeE
o n° REQUIREMENTS u_'II,I>�!�,e CHECKED BY: JNL SCALE: N.T.S.
2 01/2015
-111 A • TEMPORARY SEEDING PREPARED
°''a`ceso‘N ENGINEERING DEPARTMENT DETAIL 03.07.01

Page:
rHi
4' MAX
19 GAUGE HARDWARE CLOTH
1/4 MESH OPENINGS\
000000000000000000000000000000000000000000000
000000000000000000000000000000000000000000000
000000000000000000000000000000000000000000000
O 00000000000000000000000000000000000000000000 I
O 00000000000000000000000000000000000000000000
000000000000000000000000000000000000000000000
000000000000000000000000000000000000000000000 �
O 00000000000000000000000000000000000000000000 J
O 00000000000000000000000000000000000000000000
000000000000000000000000000000000000000000000
NCDOT #5 O R tt�7 000000000000000000000000000000000000000000000 000000000000000000000000000000000000000000000 2
O 00000000000000000000000000000000000000000000
O 00000000000000000000000000000000000000000000
WASHED STONE
000000000000000000000000000000000000000000000
O 00000000000000000000000000000000000000000000
O 00000000000000000000000000000000000000000000
CONSTRUCTION SPECIFICATIONS (1;,iit7: :w :w:w�T :w w:wow�� :rww=��.,.w, . 16"
1, UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. ��,��, .,��10.•.�,��,��,��,����,��,��,��,��,..��,��,��,� �,������.
2. DRIVE 5 FOOT STEEL POSTS 2 FEET INT❑ THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAX OF
4 FEET APART.
2'
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE
MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2
FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2,1 SLOPE WITH A
HEIGHT OF 16 INCHES AROUND THE WIRE AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE FILTERED WATER
ACCUMULATED SEDIMENT AND ESTABLISH FINAL GRADING ELEVATIONS.
6, COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
MAINTENANCE •� � ' ' ' �•
sf
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR 'lei`e Y<:u�,u-u- ill<->..—_-u�.u- ems`=
GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS ❑R OTHER M� � r�WP�Y.
OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT l L7�' :-.1%
TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE � �i v� �
STONE AS NEEDED. ,�!��; //��//%�/��/��/%�/�/� ;!Y
Mr, ritif i i rift
MO
fir- , � iiiiiiiiiiii ;._ �
REFERENCES NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES 'Pqdt.,;
x$ %/,/�j//�j//////1/ r ;
I�I� [[[[[[[[[1/i 4I��e • iii
VIPAP roars
i:i.' ;:
eadfrjograwwwwwwarawavadoje
1:1�1 1 1 I:_I�1�1 1 1 1:...1
J
REVISIONS OF MO CITY OF MONROE FILE: 1•/Maps-Details/Detail Manual/Detail�
NO. DATE DESCRIPTION • G.'�� MO HARD WARE CLOTH AND DRAWN BY: DKO DATE: 05/2008
ie'4��i e'_44\,u UNION NORTH CHECKED BY: JNL SCALE: N.T.S.
ygo:-.;.--��r.=. ' o GRAVEL INLET PROTECTION PREP DBY
acao•`� ENGINEERING DEPARTMENT DETAIL 03.18.01

Date: Page:
4'MIN. SILT FENCE 12
i .
= :f
TOP OF SILT FENCE 1 '•
_ •• ., .. .. . . _
, . .
MUST BE AT LEAST 1' �I I •
ABOVE THE TOP OF ���®®����®, - - -
THE WASHED STONE
alilii®IIIII1li1IIII! _ _ -
STEEL FENCE POST
WIRE FENCE — FRONT VIEW
HARDWARE CLOTH BURY WIRE FENCE,
FILTER FABRIC,
I
AND HARDWARE
FILTER OF#57 qq.,, % - CLOTH IN TRENCH
WASHED STONE .:o" STEEL FENCE POST
o�• SET MAX 2'APART
oq.�' )o% I MIN. 18"INTO SOLID
°p °Ob � I GROUND
°.•�. 3'FILTER FABRIC
.'0 c6080 p lo0 ON GROUND NOTES:
o°ooa ° �o I 1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
��°oo$ °o�gp I 2. Stone outlets should be placed on low elevation areas of silt fence and
o� ° oho 0 O o based on field conditions.
....4.0 8cboCbcJbo o obo 1
I MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
BURY WIRE FENCE or greater rainfall event. Complete any required repairs immediately.
AND HARDWARE CLOTH BURY 6"OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Keep
FILTER FABRIC IN TRENCH
mesh free of debris to provide adequate flow.
SECTION VIEW 2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de-watering.
!P Environmental QualTH CAROLINA ity
�.�:� SILT FENCE OUTLET

Date. SECTION E:GROUND STABILIZATION GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE Page:
Required Ground Stabilization Timeframes WITH THE NCG01 CONSTRUCTION GENERAL PERMIT 1 3
Implementing the details and specifications on this plan sheet will result in the construction I
Stabilize within activity being considered compliant with the Ground Stabilization and Materials Handling
Site Area Description this many calendar Timeframe variations sections of the NCG01 Construction General Permit(Sections E and F,respectively). The
days after ceasing permittee shall comply with the Erosion and Sediment Control plan approved by the delegated
land disturbance authority having jurisdiction.All details and specifications shown on this sheet may not apply
(a) Perimeter dikes, depending on site conditions and the delegated authority having jurisdiction.
swales,ditches,and 7 None
perimeter slopes EARTHEN STOCKPILE MANAGEMENT
I (b) High Quality Water 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50
(HQW)Zones 7 None feet away from storm drain inlets,sediment basins,perimeter sediment controls and
surface waters unless it can be shown no other alternatives are reasonably available.
If slopes are 10 feet or less in length 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five
(c) Slopes steeper 7 and are not steeper than 2:1,14 days
Pfeet from the toe of stockpile.
than 3:1
are allowed 3. Provide stable stone access point when feasible.
7 days for slopes greater than 50' 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with
in length and with slopes steeper the approved plan and any additional requirements. Soil stabilization is defined as
than 4:1 vegetative,physical or chemical coverage techniques that will restrain accelerated
(d) Slopes 3:1 to 4:1 14 -7 days for perimeter dikes,swales, erosion on disturbed soils for temporary or permanent control needs.
ditches,perimeter slopes and HQW
Zones HERBICIDES,PESTICIDES AND RODENTICIDES
-10 days for Falls Lake Watershed 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
restrictions.
-7 days for perimeter dikes,swales, 2. Store herbicides,pesticides and rodenticides in their original containers with the label,
(e) Areas with slopes 14 ditches,perimeter slopes and HQW which lists directions for use,ingredients and first aid steps in case of accidental
flatter than 4:1 Zones poisoning.
-10 days for Falls Lake Watershed 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is possible
unless there is zero slope or where they may spill or leak into wells,stormwater drains,ground water or surface
Note:After the permanent cessation of construction activities,any areas with temporary water. If a spill occurs,clean area immediately.
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Do not stockpile these materials onsite.
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the POLYACRYLAMIDES(PAMS)AND FLOCCULANTS
surface stable against accelerated erosion until permanent ground stabilization is 1. Select flocculants that are appropriate for the soils being exposed during construction,
achieved. selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
GROUND STABILIZATION SPECIFICATION 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
Stabilize the ground sufficiently so that rain will not dislodge the PAMS/Flocculants and in accordance with the manufacturer's instructions.
soil. Use one of the techniques in the table below: 4. Provide ponding area for containment of treated Stormwater before discharging offsite.
Temporary Stabilization Permanent Stabilization 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover or
• Temporary grass seed covered • Permanent grass seed covered with straw surrounded by secondary containment structures.
with straw or other mulches or other mulches and tackifiers
and tackifiers. • Geotextile fabrics such as permanent soil EQUIPMENT AND VEHICLE MAINTENANCE
• Hydroseeding reinforcement matting 1. Maintain vehicles and equipment to prevent discharge of fluids.
• Rolled erosion control products • Hydroseeding 2. Provide drip pans under any stored equipment.
with or without temporary grass • Shrubs or other permanent plantings 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the
seed covered with mulch project.
Appropriately applied straw or • Uniform and evenly distributed ground cover 4. Collect all spent fluids,store in separate containers and properly dispose as hazardous
other mulch sufficient to restrain erosion
Structural methods such as concrete, waste(recycle when possible).
• Plastic sheeting 5. Remove leakingvehicles and construction equipment from service until the problem
asphalt or retaining walls
• Rolled erosion control products with grass has been corrected.
seed 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products to
a recycling or disposal center that handles these materials.
NORTH CAROLINA �±
01 Environmental Quality N CG-01 GROUND COVER

Date: ONSITE CONCRETE WASHOUT CONCRETE WASHOUTS Page:
STRUCTURE WITH LINER 1. Do not discharge concrete or cement slurry from the site. 1 4
10 MIL NOTES: I
s...A PLASTIC 1. ACTUAL LOCATION 2. Dispose of,or recycle settled, hardened concrete residue in accordance
LINING
O O O O 0 1:1 DETERMINED IN FIELD with local and state solid waste regulations and at an approved facility. -
\ V V / SILT SIDE SLOP SANDBAGS(TYP.) 2. THE CONCRETE
0> <0 FENCE (TYP.) OR STAPLES WASHOUT 3. Manage washout from mortar mixers in accordance with the above item
0 0 STRUCTURES SHALL and in addition place the mixer and associated materials on impervious
0> <0 � BE MAINTAINED WHEN
1 THE LIQUID AND/OR barrier and within lot perimeter silt fence.
O/0 0 O\O`_SANDBAGS(TYP.) MIN. SOLID REACHES 75% 4. Install temporary concrete washouts per local requirements,where
&X' OF THE STRUCTURES
_A OR STAPLES MAX. CAPACITY. applicable. If an alternate method or product is to be used,contact your
3. CONCRETE WASHOUT approval authority for review and approval. If local standard details are
SECTION A-A BELOW GRADE WASHOUT STRUCTURE STRUCTURE NEEDS TO
NOT TO SCALE BE CLEARLY MARKED not available,use one of the two types of temporary concrete washouts
CLEARLY MARKED WITH SIGNAGE NOTING provided on this detail.
HIGH CONCRETE DEVICE.
COHESIVE& SIGNAGE 5. Do not use concrete washouts for dewatering or storing defective curb or
LOW FILTRATION WASHOUT NOTING DEVICE NOTES:
SOIL BERM I I (18"X24"MIN.) sidewalk sections. Stormwater accumulated within the washout may not
1. ACTUAL LOCATION
10'MINA DETERMINED IN FIELD be pumped into or discharged to the storm drain system or receiving
q SANDBAGS(TYP.) 2. THE CONCRETE surface waters. Liquid waste must be pumped out and removed from
10 MIL OR STAPLES WASHOUT STRUCTURES
\ A A A / P STIC LINING IGH
O p p p 0 COHESIVE& SHALL BE MAINTAINED project.
LOW FILTRATION
\V V/ > SIDE SOIL BERM WHEN THE LIQUID 6. Locate washouts at least 50 feet from storm drain inlets and surface
<0> <O> 1 SLOPE AND/OR SOLID REACHES
0 TYP I 75%OF THE waters unless it can be shown that no other alternatives are reasonably
0> <O> 10'MIN 6 STRUCTURES CAPACITY available. At a minimum,install protection of storm drain inlet(s)closest to
TO PROVIDE ADEQUATE
< /A A\ > I }8' o'MIS& HOLDING CAPACITY the washout which could receive spills or overflow.
0 0 0 0 ~��• X MAk WITH A MINIMUM 12 7. Locate washouts in an easily accessible area,on level ground and install
/ V V V V�SANDBAGSIN(TYP.) CONCRHESETE
O WF ASHOUT
a stone entrancepad in front of the washout. Additional controls maybe
�B 3. WASHOUT
SECTION B-B OR STAPLES STRUCTURE NEEDS TO required by the approving authority.
BE CLEARY MARKED
ABOVE GRADE WASHOUT STRUCTURE WITH SIGNAGE NOTING 8. Install at least one sign directing concrete trucks to the washout within the
N°I ILIS(AALE DEVICE. project limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity
1. Install portable toilets on level ground,at least 50 feet away from storm drains, to limit overflow events. Replace the tarp,sand bags or other temporary
streams or wetlands unless there is no alternative reasonably available. If 50 foot structural components when no longer functional. When utilizing
offset is not attainable,provide relocation of portable toilet behind silt fence or alternative or proprietary products,follow manufacturer's instructions.
place on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and
2. Provide staking or anchoring of portable toilets during periods of high winds or in dispose of in an approved disposal facility. Fill pit, if applicable,and
high foot traffic areas. stabilize any disturbance caused by removal of washout.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and 1. Never bury or burn waste. Place litter and debris in approved waste containers.
replace with properly operating unit. 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash
PAINT AND OTHER LIQUID WASTE receptacle)on site to contain construction and domestic wastes.
1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 3. Locate waste containers at least 50 feet away from storm drain inlets and
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface surface waters unless no other alternatives are reasonably available.
waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of
3. Contain liquid wastes in a controlled area. runoff from upland areas and does not drain directly to a storm drain,stream or
4. Containment must be labeled,sized and placed appropriately for the needs of site. wetland.
5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from 5. Cover waste containers at the end of each workday and before storm events or
construction sites. provide secondary containment. Repair or replace damaged waste containers.
HAZARDOUS AND TOXIC WASTE 6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
1. Create designated hazardous waste collection areas on-site. containers overflow.
2. Place hazardous waste containers under cover or in secondary containment. 8. Dispose waste off-site at an approved disposal facility.
3. Do not store hazardous chemicals,drums or bagged materials directly on the 9. On business days,clean up and dispose of waste in designated waste
ground. containers.
4 NORTH CAROLINA
�I Environmental Quality NCG-01 MATERIALS HANDLING

Date: PART II,SECTION G, ITEM(4) Page:
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR 15
CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of
one acre or more shall use outlet structures that withdraw water from Self Inspection Timeframes
the surface when these devices need to be drawn down for Inspect Frequency Inspection records must include:
maintenance or close out unless this is infeasible. The (during normal
circumstances in which it is not feasible to withdraw water from the business hours)
surface shall be rare(for example,times with extended cold (1)Rain gauge Daily Daily rainfall amounts.
weather). Non-surface withdrawals from sediment basins shall be maintained in If no daily rain gauge observations are made during weekend on holiday
allowed only when all of the following criteria have been met: good working periods,and no individual-day rainfall information is available, record the
order cumulative rain measurement for those unattended days(this will determine if
a site inspection is needed).days on which no rainfall occurred shall be
(a) The E&SC plan authority has been provided with recorded as"Zero."The permittee may use another rain-monitoring device
documentation of the non-surface withdrawal and the specific time approved by the Division.
periods or conditions in which it will occur. The non-surface (2)E&SC At least once per 7 1. Identification of the measures inspected
withdrawal shall not commence until the E&SC plan authority has Measures calendar days and 2.Date and Time of the inspection
approved these items, within 24 hours of 3.Name of the person performing the inspection
(b) The non-surface withdrawal has been reported as an a rain event z 1.0 4.Indication of whether the measures were operating properly
anticipated bypass in accordance with Part III,Section C, Item(2)(c) inch in 24 hours 5.Description of maintenance needs for the measure
and(d)of this permit, 6.Description,Evidence,and date of corrective actions taken
(c) Dewatering discharges are treated with controls to minimize (3)Stormwater At least once per 7 1. Identification of the discharge outfalls inspected
discharges of pollutants from stormwater that is removed from the discharge calendar days and 2. Date and Time of the inspection
sediment basin. Examples of appropriate controls include properly outfalls(SDOs) within 24 hours of 3. Name of the person performing the inspection
sited,designed and maintained dewatering tanks,weir tanks,and a rain event>_1.0 4. Evidence of indicators of stormwater pollution such as oil
filtration systems, inch in 24 hours sheen,floating or suspended solids or discoloration
(d) Vegetated,upland areas of the sites or a properly designed 5. Indication of visible sediment leaving the site
stone pad is used to the extent feasible at the outlet of the 6. Description, Evidence,and date corrective actions taken
dewatering treatment devices described in Item(c)above, (4)Perimeter At least once per 7 If visible Sedimentation is found outside site limits,then record of the following
(e) Velocity dissipation devices such as check dams,sediment of Site calendar days and shall be made:
traps,and riprap are provided at the discharge points of all within 24 hours of 1) Actions taken to clean up or stabilize sediment that has left the site limits
dewatering devices,and a rain event z 1.0 2) Description, Evidence and date of corrective actions taken
inch in 24 hours 3) An explanation as to the actions taken to control future releases
(f) Sediment removed from the dewatering treatment devices
described in Item(c)above is disposed of in a manner that does not (5)Streams or At least once per 7 If the stream or wetland has increased visible sedimentation or has visible
wetlands calendar days and increased turbidity from the construction activity,then a record of the following
cause deposition of sediment into waters of the United States. shall be made:
onsite or within 24 hours of
offsite(where a rain event>_1.0 1)Description, Evidence and date of corrective actions taken
PART III accessible) inch in 24 hours 2)Records of required reports to the appropriate Division Regional Office per
SELF-INSPECTION, RECORDKEEPING AND REPORTING Part III,Section C, Item(2)(a)of this permit
SECTION A: SELF-INSPECTION (6)Ground After each phase 1.The phase of grading(installation of perimeter E&SC measures,clearing
Self-inspections are required during normal business hours in Stabilization of grading and grubbing,installation of storm drainage facilities,completion of all
accordance with the table below. When adverse weather or site Measures land-disturbing activity,construction or redevelopment,permanent ground
conditions would cause the safety of the inspection personnel to be cover)
in jeopardy,the inspection may be delayed until the next business 2.Documentation that the required ground stabilization measures have been
day on which it is safe to perform the inspection. In addition,when provided within the required timeframe or assurance that they will be
a storm event of equal to or greater than 1.0 inch occurs outside of provided as soon as possible
normal business hours,the self-inspection shall be performed upon NOTE:The rain inspection resets the required 7 calendar day inspection requirement.
the commencement of the next business day. Any time when
inspections were delayed shall be noted in the Inspection Record.
See Self Inspection Timeframes table to the right for guidelines on
frequency of inspections and required aspects of records.
r "-g
�1 'I))Environmental Quality NCG-01 SELF INSPECTION

Date: PART III Page:
SELF-INSPECTION, RECORDKEEPING AND REPORTING 6
SECTION B:RECORDKEEPING 1
1. E&SC Plan Documentation
Item to Document Document Requirements The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved
(a)Each E&SC measure has been installed and Initial and date each E&SC measure on a copy of the E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items
does not significantly deviate from the locantions, approved E&SC plan or complete,date and sign an pertaining to the E&SC plan shall be kept on site and available for inspection at all times during
dimensions and relative elevations shown on the inspection report that lists each E&SC measure shown on normal business hours.
approved E&SC plan the approved E&SC plan.This documentation is required 2.Additional Documentation to be Kept on Site
upon the initial installation of the E&SC measures are
modified after initial installation. In addition to the E&SC plan documents above,the following items shall be kept on the
(b)A phase of grading has been completed Initial and date a copy of the approved E&SC plan or site and available for inspectors at all times during normal business hours,unless the
complete,date and sign an inspection report to indicate Division provides a site-specific exemption based on unique site conditions that make
completion of the construction phase. this requirement not practical:
(c)Ground cover is located and installed in Initial and date a copy of the approved E&SC plan or (a) This General Permit as well as the Certificate of Coverage,after it is received.
accordance with the approved E&SC plan. complete,date and sign an inspection report to indicate
compliance with approved ground cover specifications. (b) Records of inspections made during the previous twelve months. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or a similar
(d)the maintenance and repair requirements for Complete,date and sign an inspection report inspection form that includes all the required elements. Use of electronically-available records
all E&SC measures have been performed. in lieu of the required paper copies will be allowed if shown to provide equal access and utility
(e)Corrective actions have been taken to E&SC Initial and date a copy of the approved E&SC plan or as the hard-copy records.
measures. complete,date and sign an inspection report to indicate the 3.Documentation to be Retained for Three Years
completion of the corrective action All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request.[40 CFR 122.41]
PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported Occurrence Reporting Timeframe(After Discovery)and Other Requirements
Permittees shall report the following occurrences: (a)Visible sediment •Within 24 hours,an oral or electronic notification.
deposition in a stream or •Within 7 Calendar Days,a report that contains a description of the sediment and
(a) Visible sediment deposition in a stream or wetland. wetland actions taken to address the cause of the deposition.Division staff may waive the
(b) Oil spills if: requirement for a written report on a case-by-case basis.
• They are 25 gallons or more, •If the stream is named on the NC 303(d)list as impaired for sediment-related caused,
• They are less than 25 gallons but cannot be cleaned up within 24 hours, the permittee may be required to perform additional monitoring,inspections or apply
They cause sheen on surface waters(regardless of volume),or more stringent practices if staff determine that additional requirements are needed to
assure compliance with the federal or state impaired-waters conditions.
• They are within 100 feet of surface waters(regardless of volume). ills and release of
(b)Oil spills •Within 24 Hours,an oral or electronic notification.The notification shall include
(c) Releases of hazardous substances in excess of reportable quantities under Section 311 hazardous substances information about the date,time,nature,volume and location of the spill or release
of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA per item 1(b)-(c)above
(Ref:40 CFR 302.4)or G.S. 143-215.85. (c)Anticipated bypasses •A report at least ten days before the date of the bypass,if possible.The report shall
(d) Anticipated bypasses and unanticipated bypasses. [40 CFR 122.41(m)(3)] include an evaluation of the anticipated quality and effect of the bypass.
(e) Noncompliance with the conditions of this permit that may endanger health or the environment. (d)Unanticipated •Within 24 Hours,an oral or electronic notification
bypasses[40 CFR •Within 7 calendar days,a report that includes an evaluation of the quality and effect
2.Reporting Timeframes and Other Requirements 122.41(m)(3)] of the bypass.
After a permittee becomes aware of an occurrence that must be reported,he shall contact the (e)Noncompliance with • Within 24 Hours,an oral or electronic notification
appropriate Division regional office within the timeframes and in accordance with the other the conditions of this • Within 7 calendar days,a report that contains a description of the noncompliance,
requirements listed below. Occurrences outside normal business hours may also be reported permit that may endanger and its causes;the period of noncompliance,including exact dates and times,and if
to the Department's Environmental Emergency Center personnel at(800)858-0368. health or the environment the noncompliance has not been corrected,the anticipated time noncompliance is
[40 CFR 122.41(1)(7)] expected to continue;and steps taken or planned to reduce,eliminate and prevent
reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a case-by-case
basis.
NORTH CAROLINA
Environmental Quality NCG-01 RECORDKEEPING AND REPORTING