NCC222296_Site Plan or Location Map_20220622

Z:\Shared Fold ers\Proj ects\Corona \290 28\DWG\290 28. dwg, C1, 4/29/2022 5:38:26 PM

VICINITY MAP:
/ I
'19483
\ / / /
r; 1 i £iii •I 66416 62134 19449 v 61555 {ad46
vi
\ / i
LySt
62138 4lap
W
/
! m
0320154 Z
/ / I
14567
14454
20165 60669
19443
1111111 ti
A
N
\
g
/
/
2n1ss
J Z
62153 6046 87107 ♦ ♦ !
' 4
LuckY.In * ♦ ;* +
n a.
\ �/ I
# ♦ # Beech SIo",e g`[')
+ _ n
=
AREA TO SWALE 1: 0.68 AC // i
,5567 + y,.9°Q`0
• j
a 0
/ I
2♦I}t 60 ♦ R7ST i
+ � #
Z C41
z■ W
I
ix$q�
♦ 4 #
Q F
\ I
a
935474 �
• � � ■
Wz
IL
zo
42200
22.199V
#
; • ! # et
J 0454
C1
00 W
■
9-k
20t192 # asfre ♦ ♦ b�
0� me
J
/,41.
11 ; /
♦ ♦ ♦ # ♦
OAS 'o
a
922011Ra
AN
T60 GEC c1` ni / /
; ` "�SSl'•.�'i� +:
NDS V)W SQUARE CATCH /
\` \ \
o
: ,. O 'I
BASIN OR APPROVED EQUAL CHECK \ �� s ?i /
RIM: 446.5 \ -// //
INVERE4445I -�49\ \ DAM
CONTACT INFORMATION: LEGEND:
Q ('.
,',�/�,'/,',�
AREA TO SWALE 3: 0.11 AC
(TYP.) ��, / / /
`\ \
OWNER FINANCIALLY RESPONSIBLE PARTY:
/ LIMIT OF DISTURBANCE CLEARING LIMITS Loo Loo
/
045307
-
y /�,�;,
,�/
,/ � -_ r I / / /
I •� I \ �\_ /
� \ �- �� /
JOHN KERN SILT FENCE sF sF sF
- ':• oar�.y�2o�zz
-
' >
,�, ` / / /
Q;�S'c� �� �c /
23935 CHERRY EXISTING CONTOUR
CHAPEL HILL, NC 27517-8375 PROPOSED CONTOUR
-* '
y,,R
/,',/�
''' '
\
iw
fr'''
°°
SEE CALCULATIONS PACKAGE �' /''�'/''%,'
''
��\\
4S� \ TEMPORARY DIVERSION DITCH //
[phone] TREE PROTECTION FENCE TPF TPF
FOR AUTHORIZATION FOR LAND I ;''''';'/ /,'�
//
/ //
TEMPORARY DIVERSION DITCH -->---i--->--
DISTURBING ACTIVITY FROM //, /�/�// // /
/�// ` \ T4� \I \ /
, \s /
ENGINEER:
.
I
NEIGHBORING PROPERTY OWNER. /,/','/. CONNE1r'T ERFO iON
\
- \ \ \1 /\\ \ ��� / / /
ANDREW JONES, P.E. SILT FENCE OUTLET
,
r\��
CIVIL CONSULTANTS, INC.
3708 LYCKAN PARKWAY, SUITE 201 CATCH BASIN/YARD INLET PROTECTION
El
/
DURHAM, NC 27707
NDS B-x6- SQUARE CATCH _ _ - -
�
-
[phone] WATTLE ®
0
BASIN OR APPROVED RIM .EQr
5
$� y\
W
INVERT: 440-
- -� J ` 4- FRENCH DRAIN \ BOULDER WALL \
5 _ `.` \\ \\ \ �� \\ FS //
SITE INFORMATION: RESIDENTIAL CONSTRUCTION ENTRANCE
��
43
Ob - \ 436 \ . \ \ AREA TO SWALE 1: 0.17 AC.
-
COUNTY ZONING: RESIDENTIAL DISTRICT-1
__
-' --_ \ \\\ , 11 \\ `\ I \�� \
1\
/
PARCEL AREA: 0.89 ACRES BOULDER WALL
TELEPHONE / ��' / / 2 `\ - 3 -
-♦ -
__
-��� -' \\ 1, `� I `, x
DISTURBED AREA: 0.73 ACRES (32,000 SF)
Box
vv`
CHECK DAM
M--�
TRANSFORMER
CONNECT REAR 1 1� '1 1`v v`v�v
CONSTRUCTION SEQUENCE:
�--�
O
PAD �\ / 11 I �,\ \F q
CABLE 3\
DRAINS TOR00FDUN 1 �A ` `� \ `\ \ 5' METAL PtKET
��� 1
1. SUBMIT A LAND DISTURBING PERMIT APPLICATION AT LEAST 30 DAYS PRIOR TO ANY LAND DISTURBING ACTIVITY
Q N
-M/� , , I , ,\ 42 _ _ `
WATER PEDESTAL / \ \ \ Q3 \\ �\
MANHOLE \V v ` v 43� vv v� - TOE -
PIPING SHOWN , , \ \ \ „� FENCE /
\ \ - I 1 1 11 , \ \� v x
v 1Axts 1 ` \V A A m xs3 /
OCCURRING.
W
O
-
\\\ \e�\
,
11
1` \ ` \. \ TEMPORARY I /
2. ORGANIZE PRE -CONSTRUCTION MEETING WITH CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT TO REVIEW
1�
0
_
A' - o
1 , 1 0/
���
SITE PLAN PRIOR TO LAND DISTURBING ACTIVITIES. LAND -DISTURBING PERMIT AND APPROVED PLANS WILL BE
IG-1
►�-+
INVERT. ,_ o
I I \ \ DIVERSION DITCH g
Ng
PROVIDED AT THIS MEETING.
0
E 4
©\ �\ \� �� ��\
x ZQM�
�, �\ \ \ \ \/�`i \� I t��oMao_
I/
3. INSTALL THE FOLLOWING TEMPORARY EROSION CONTROL MEASURES ACCORDING TO THE INFORMATION DISCUSSED
Q
\ •_ ��
\
4- FRENCH DRAIN \\ Z °� W W_� M
DURING THE PRE -CONSTRUCTION MEETING:
W
�"�
`--__,_
`.\ 0 Cj01
CONNECTREAR
I ` `\ �\ M_ oa
3.1. INSTALL SILT FENCE, SILT FENCE OUTLETS, AND BOTH CLEAN WATER DIVERSIONS.
^
'-� O
a
\ N ��
\ / MD'
� PERFORATED PIPE / I I Q \ \ \
`\ `\\
3.2.INSTALL CONSTRUCTION ENTRANCE DRIVEWAY WATTLES AND CONCRETE WASHOUT.
> >
1-1
_ _
��� \�\ --I1� �\ �\
\ _,\ \
\ IN REAR YARD \ `\ - /, i I ' \ ` \ \\i ��/ w. w
\\ \
\ \ \
MINIMAL CLEARING MAY OCCUR IN THE IMMEDIATE AREA OF ALL MEASURES TO PROVIDE FOR INSTALLATION.
O
►ra-1 1--i
NO
`�`Q C: �+ I \
\ \ \ `� \ I I \ I N
4. CONTACT CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF TO SCHEDULE AN INSPECTION OF ALL
Q
Qj 0
_� _ \
CONCRETE \ �, �, - 1.s
/ L \
\ \ \ \ I , I
\ \ \ \ \ \ ��
/
\
\
\
450 -
INSTALLED MEASURES. PERMITTED LAND DISTURBING ACTIVITIES MAY BEGIN ONCE MEASURES ARE INSTALLED.
M
W W
WASHOUT AND SIGN _ `� 430
00
\ \ \ ` \\�\
I `
\\\I��I
'`'
►.J�
M� W
III
IS
5. COMPLETE SITE CLEARING AND GRUBBING. INSTALL THE FOLLOWING TEMPORARY EROSION CONTROL MEASURES:
SILT FENCE
`\\\�
\
\ -�-` -_ m
` \
\ ` \ \ / / \
(
�CONNECTFRONT
B4 /'---444--
NDS 8-4- SQUARE fy►TCH
5.1.IMMEDIATELY AFTER SITE CLEARING, INSTALL THE PROPOSED SOLID WALL PIPES AND CATCH BASINS TO RECEIVE
DRAINAGE FROM THE CLEAN WATER DIVERSIONS. DO NOT INSTALL PERFORATED FRENCH DRAIN PIPE AT THIS
1��
x
III F�7 ( ) -
OUTLET TYP. -
` I
\\
\ \
/
` ` `° - ` yT
\ \
BASIN OR APPROVEIr EQUAL
RI 44,5
RB1:444.5
Mom'
x \ I \ \
\ \
, \ROOF DRAINS TO \ \ T8 \ ,�
\
448
STAGE. INSTALL INLET PROTECTION, SWALES, CHECK DAMS, WATTLES AND SWALE LINERS.
\ \
PR0IADE LIP AT DRIVEWAY \ h \ \ 1
\\\ I
DRAIN PIPES SHOWN \ \
1 1 1 1 \ �/ \ �
`\
5.2.COMPLETE ROUGH GRADING, BOULDER WALL, AND FOUNDATION CONSTRUCTION.
��' APRON To BYPASS
6 RIGHT-OF-WAY DRAINAGE
\ �- _ \ \\ 1 11
11 i 1 ,\ \ \\ \ \\ �c1° e' `
447
I
5.3. FOLLOWING FINAL GRADING, INSTALL THE FRENCH DRAIN PERFORATED PIPES AND FINAL BACK YARD SWALES
•.�
��
_
�\ 1 1
\ \
1 1 1 \ \ \ a� \ �, \ f J/
WITH THEIR SPECIFIED LINERS AND WATTLES.
v
INLET PROTECTION (TYP.)
1�-1
417 QV. 1 A 1 , 1
\\\ �.. \ \\ `, \ �s11
, , 1 \ \ \\ , ���
1 11 \I \\ ` \ \\ II 11
6. COMPLETE SELF -INSPECTIONS WEEKLY AND WITHIN 24 HOURS OR A 0.5"OR GREATER RAINFALL EVENT.14
�i �,.• /
♦ \ ` .�. _ -445-
Z
Nk
SETBA
7. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET
'
`\ `\ \ 12" DIAMETER WATTLE
\ 4 ` PIPE
\\ \
PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT WHEN THEY ARE HALF FULL. CLOGGED SILT
•��= � ' 1
TEMPORARY 12 �� `�`'f \ , , 1 `I
\ ' ` 12� \ 5 �0Y80TMNNECT�►ERFORAT�
\ \ \ PE \_
FENCE OUTLETS MUST BE REFRESHED/REPLACED. SILT FENCE CANNOT HAVE HOLES OR TEARS.
1
DIAMETER WATTLE °° '��� `,N \ ` \ ' , \ `
\ ` ` `% ` ` ` ` (y 1 I 443 -
\
` \\ \\
\\\ $
RESIDENTIAL ono \� ` \\
�3 h \
\ \` \
B' ` �.\� 1 \AREA TO SWALE 4: 0.09 AC - -
INVERT:4�9.0 \
8. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
o ,�T3 \
CONSTRUCTION �� - - �� �` \ vv v` vv V v`
82 \ 1 \ -- , /� -
vv �` w JUNCTION w �� '� \ �� ��o / �� X - -
8.3. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION. IF APPLICABLE
{ )
/
ENTRANCE Q // i \ ` ` \ \
\ \
11
` \ ` \ 1 INWT429.5 \ \B3
\ \ B-x6' SQUARE CATCH
8.4.STABILI7E DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR (14) DAYS OR MORE WITH TEMPORARY SEEDING
Z I/ \ \
_ -,�\( \ \ ` `
\
BASIN
` \ \- \ \ wk"15APPRovEDEQUAL -__
AND EROSION CONTROL MATTING. (IF APPLICABLE)
I I I
\ \ `, \ \
°04'03"W, 261.29' \_ \\ \ INVERT..4n5 \\_\- -
\ \\ \ 1 `�\ \\ \�
-- NSF
ICG HOMES LLC
8.5.FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, STABILIZE AREA WITH SEED AND MATTING IF THE SLOPE
,� , ,
I I \10' MULTI PURPOSE ` ` \ \ \ ` \\ \
'MU
\\ \\
\--
\\ ` 1\, \' \ N/F �`� ��. \\ \ `\ `\ -_`---
` xs Sl1JART MARSHALL JR-& v
PIN# 93533
PB 2019, PG 128
HAS NOT BEEN DISTURBED FOR A PERIOD OF (7 DAYS.
{ )
U EASEMENT
j \ SILT FENCE (TYP.)
`\
o ` _ _ --Da 2197, PG 1137
\ ELIZABETH -- --
�\\ \\ \\\\ \ \\`�
8.6.PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH
III II `♦ �PEI�\PB 2�08, PG 95)`\
` ��
_
$7144�MAN
\ \_ _-----__ _--\� \\---
\ PIy \
95 \�
FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN (14) CALENDAR DAYS OF TEMPORARILY
\ ` \ \
I \\ \` 1 `Q \ \ `
I
PB Zoos, PG _ _\ \\ `\ \- \-\
DB 1922. PG 722
OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
I I \
III I
\
8.7. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION IMMEDIATELY FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
9. RE -INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE
0
FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION, OFF -SITE SEDIMENTATION, OR
---
I
REPETITIVE NON-COMPLIANCE ISSUES.
10. MEASURES MUST BE INSTALLED AT THE BACK OF CURB TO RESTRICT ALL VEHICLE ACCESS TO THE
w
CONSTRUCTION ENTRANCE. ALL MEASURES MUST BE INSTALLED ACCORDING TO THE APPROVED PLAN UNLESS
0
APPROVED IN THE FIELD BY CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF (APPROVED FIELD
REVISION).
w
11. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED, BY CHATHAM COUNTY
o
WATERSHED PROTECTION DEPARTMENT STAFF ONLY, PRIOR TO REMOVAL OR INSTALLATION. CONTACT CHATHAM
COUNTY WATERSHED PROTECTION DEPARTMENT STAFF TO REQUEST AN INSPECTION AND OBTAIN A SIGN -OFF ON THE
PLANS OR AN APPROVED FIELD REVISION.LU
DRAINAGE SWALE SCHEDULE
12. ONCE GRADING AND CONSTRUCTION ACTIVITIES ARE COMPLETE, TEMPORARY MEASURES ARE REMOVED, AND THE
DATE:
APRIL29,2022
Cross -Section
2-Year Rainfall
10-Year Rainfall
Swale Liner
Approx.
Left
Bottom Right
Min.
Bottom Drainage
Flow
Flow
Shear
Flow
Flow
Shear
Installed
Swale
Length
Side
Width Side
Depth
Slope
Area
Runoff
Q2
Depth
Velocity
Stress
Q10
Depth
Velocity
Stress
Service
Width*
Swale
Designation
1 (ft)
(X.1)
(ft) (X1)
(ft)
M
(ac.)
C-Value
1
(cfs)
(ft)
(fps)
(psf} I
(cfs)
(ft)
(fps)
(pso
Specification*
Duration
(ft)
Designation
SWALE - 1
80
3
-- 3
1.0
3.75
0.68
0.42
1.33
0.35
3.63
0.82
1.54
0.43
2.83
0.99
BioNet S75BN
Temporary
6.7
SWALE - 1
SWALE - 2
70
3
- 3
1.0
7.10
0.17
0.28
0.22
0.16
2.95
0.70
0.26
0.19
2.30
0.85
BioNet S75BN
Temporary
6.7
SWALE - 2
SWALE - 3
80
3
-- 3
1.0
2.50
0.11
0.35
0.22
0.19
2.00
0.30
0.26
0.24
1.56
0.37
BioNet S75BN
Temporary
6.7
SWALE - 3
SWALE - 4
90
3
- 3
1.0
2.22
0.09
0.35
0.18
0.18
1.82
0.25
0.21
0.22
1.42
0.31
BioNet S75BN
Temporary
6.7
SWALE - 4
*Notes:
1. Liner products specified above
are manufactured by Tensar North American Green.
Similar products may be
substituted with Engineer's
approval.
2. Install all
products
per manufacturer's recommendations.
Where a permanent liner is specified, install liner prior to initial seeding.
SITE IS STABILIZED CALL CHATHAM COUNTY WATERSHED PROTECTION DIVISION STAFF TO SCHEDULE THE FINAL THIS DRAWING AND THE DESIGN HEREON
INSPECTION. ARE THE PROPERTY OF CIVIL CONSULTANTS,
INC. THE INFORMATION ON THIS DRAWING IS
NOT FOR USE ON ANY OTHER SITE OR PROJECT.
REPRODUCTION ORUSE
13. ONCE THE FINAL INSPECTION IS COMPLETE THE PERMIT WILL BE CLOSED AND NO ADDITIONAL GROUND DISTURBING THE
DRAWING INWHO EOROTHER INPART,WITOHOUTS
ACTIVITIES CAN OCCUR WRITTEN CONSENT OF CIVIL CONSULTANTS, INC.,
IS PROHIBITED.
COPYRIGHT 2022 CIVIL CONSULTANTS, INC.
SHEET NO.
GRAPHIC SCALE
20 0 10 20 40
VC2
Know what's below. ( IN FEET )
Call before you dig. i inch = 20 ft
(Or call: 1.800.632.4949)
Z:\Shared Fold ers\Proj ects\Corona \290 28\DWG\290 28. dwg, C2, 4/29/2022 5:37:08 PM

TOP RIM
OF DITCH
2'-0" MIN.
I1= -
18
STEEP CUT OR FILL
SLOPE
-
3:1 SLOPE
I=11-
-Ill�i
(MAXIMUM)
III=III='
CROSS SECTION A -A NOTE:
STABILIZE DIVERSION DITCH WITH TEMPORARY
SEEDING AND EROSION CONTROL MATTING.
UPSLOPE TOE
oil
O
POSITIVE GRADE 1.0% MAXIMUM
SIDE SLOPES
3:1 (MAXIMUM)
TOP RIM
TOP RIM OF DITCH 2'-0" MINIMUM
STEEP CUT OR FILL SLOPE
fri
1
OA PLAN VIEW
CHATH'AM CZ03M
sans% CA.01NxA
4
DETAD.NUMHHR
STANDARD TEMPORARY DIVERSION DITCH 2018-009
area•'...=.eo,�re"em•
SHEET 1 of i
APPLY MATTING TO BOTTOM OF DITCH AS WELL AS THE SiDESLOPES OF THE DITY,Ti.
MATT[NO MUST BE INSTALLED IT TO AND OVER THE CREST OF THE SIDESLOPES, AND
ANCHORED IN A TRENCH AS SHOWN IiE•AE-
STAPLING PATTERIN .1
M -_Jt :<Ll NU PA(:TL1R1l
RI xnAl MEINUrA)[ 3NS
�� Ill �������� �����•
�101
n
CHATHAM COUNTY
ooze-vB2
SI IIF.•I' I nF I
1 ALL PLASTS DESIGNATED TO 9E SAVED SHALL BE
PROTECTED 9Y FENCING, AS III II TRAM,
P. INSTALL TREE PROTECTFON FENCE AT TREE DRIP
UNC OR AT ED12: CC DIST4,1I AREA. A5
SHOW ON PLANS, PRIOR i0 COMMEHO£IdEHT OF
CORSTRUCTICIN.
3 SPACE TREE PROTECTION ZONE SIGNS A MINBAUJM
OF ONE EVERY 300 FEET. THE S42E OF EACH
SION MUST K A MINIMUM OF Y x r AND K
VISIBLE FROM BOTH SIDES OF THE FENCE- THE
Sled MUST CONTAIN THE FOLLOWING LAkri
IN Ill ENGII A SPAMSR
'TREE PROTECTION IONS, KEEP OUT'.
L �rc 11►Ty■lat-
ORANGE. UV FEESLSTAHT
3. THERE SHIA6L i NO STORAGE OF MATERIAL
MGM TETNSLE STRENGTH
WITHIN THE BOUNDARIES OF THE TREE
POLYETHVLE NE LAMINAR
PROTECTION FENCING-
BARRICADE FA91bC
yy�"
S, TREE PROTECTION FENCING SHALL BE MAINTAINED
ATTACH SIGN
^I,f:
THROUGHIOIUT THE DUIUITON V THE PROJECT.
11 ... . R+tt !
U U U
4'-O. O.0
L/itA!
CHATHAM COUNTY
TREE PROTECTION FENCE
ul3rAu:NlinlaEa
2027.001
SHI38'f 1 DF F
Species
Rate (lb/acre)
Dates
Rye lain)
Annual lesPll (Kobe)
120
50
January 1 -1MIay 1
German millet
40
May 1 - August 15
Rye *grain)
120
August 15 - December 31
Soil Amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch
anchoring tool. A I with blades set nearly straight can be used as a mulch anchoring
tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
CHATIH'ii�l C illi Y
Ina a r,l
— TEMPORARY SEEDING/MULCHING SPECIFICATIONS
GALVANIZED HARDWARE WIRE
EXT "' r r
DETAD.NUMBER
2018-020
SHEET of
TANDARD METAL POSTS 2'-0"IN GROUND
x■CHAIHAM. a[XIIII a�A
as*e STANDARD CATCH BASIN/YARD INLET PROTECTION
DETAEL N`UMBHR
2018-001
SHEET of
SANDBAG trsv R�aA+EI pia mll�LxaeTlc LINING Eaw
10 mil PLASTIC LINING i� Ns
'SECTION- "pIOPT��I�
- A -A
3- NOT TO SCALE Na�oo�wD v,G ecREwe
LATH AND IIII IIII BERM
FLAGGING ON T
351DE5 IE'e"" \ L�,Q Mwim°"� 38• nxa
—10'MINIMUM�IT
" IIII=_ IIII=IIII=IIII=_ III=11 as
O O 0 0
SANDBAG L
O A A
VARIES
Ifflmmmmm
aal-1—LENT)T
sTEET&
eT STAPLE
PLAN 1°mu F�,snc a"wG PLAN LE U�)
LE DIT
0 NOT TO SCALE Nor
TYPE "ABOVE GRADE" WITH STRAW BALES
BERM
O O O O O 10 mi MASTIC LINING
I PLASTIC LINING TYPE "BELOW GRADE"
WOOD FRAME SECURELY
FASTENED AROUND SECTION B-B
EN RETPERIMUES NOT TO SCALE
NOTES WITH
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. �1° MINIMUM Two-s Ac ED
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED �W 'GOD FFRAME
WITHIN 30' OF THE TEMPORARY CONCRETF, WASHOUT. B B
3. MATERL4,LS USED TO CONSTRUCT TEMPORARY
CONCRETE WASHOUT SHALL BE REMOVED FROM THE sra E
SITE AND DISPOSED OF OR RECYCLED. FI
4. HOLES, DEPRESSIONS OR OTHER GROUND
DISTURBANCE CAUSED BY THE REMOVAL OF THE
�F TEMPORARY CONCRETE WASHOUT SHALL BE =m P ASTIC LINING BACKFELLE,D, REPAIRS AND STABILIZED TO PREVENT TYPE 'ABOVE GROUND'
NOT To PAN' scALE WITH WOOD PLANKS
Ct41 CITY EROSION.
Ni Oil
DETAMNUMBER
STANDARD CONCRETE/PAINT WASHOUT 2018-022
area•'..."p,�,��,�,a"�,"""�, SHEET 1 oEi
All DISTURBED AREAS
March 1- August 31
September 10 - February 28
so#
TO Fescue
Sol
Tall Fescue
10#
Centiplede
1o#
Centipede
25#
Bey s(hulled)
35#
Bey s unhuIl
soo#
Fertilizer
5o0#
Fertilizer
4000#
Limestone
41
Limestone
WASTE AND BORROW AREAS
March 1- August 31
September 10 - Februiary 28
75#
Tall Fescue
75#
Tall Fescue
25#
Fle=udagrass ull
25#
Bermudagms unhull
50M
Fertilizer
_ WM #
Fertilizer
401
1 Limestone
1401
Limestone
Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon request.
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 lb/acre and add 20# of
Sericea Lespedeza from January 1 - December 31.
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 1-2-2
ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a
10-20-20 analysis and as directed.
CHATH'AM CZ03M
sans% 0hn0I1INA
PERMANENT SEEDING/MULCHING SPECIFICATIONS
MINIMUM 10 GAUGE
LINE WIRES
•
•i�i■i`C�i■����r■ree►r■-r-y���■�■�a�■j■j•�■�■�!i
FRONT VIEW
POST
IEN WIRE FABRIC
S FENCE FABRIC
NOTES:
1) USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES _
NOT EXCEED 1/4 ACRE PER 100 ft. OF FENCE AND 0j
NEVER IN AREAS OF CONCENTRATED FLOW.
2) OVERLAP 12 INCHES WHEN SPLICING FABRIC.
3) FOR REPAIR OF SILT FENCE FAILURES USE
DETAIL 04000.23.
POST
MINIMUM 12y2 GAUGE
INTERMEDIATE WIRES
COMPACTED FILL
6" MINIMUM COVER OVER SKIRT
0
' ANCHOR SKIRT AS DIRECTED BY ENGINEER
N
lam.
a *u
SIDE VIEWCHATHAM
STANDARD SILT FENCE
USE A MINIMUM OF 2 S"
ON UPSLOPE SIDES
FLOW
A MINIMUM OF 4 STAKES
IOWNSLOPE SIDE _
DOWNSLOPi
GROUND
PLAN VIEW
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON DOWNSLOPE
GROUND
11=1I1 11 III.:I IIII III 111-111=1'
MATTING
WATTLE
MATTING
DETAD.NUMHHR
2018-021
SHEET1 ofi
DETAD.NUMHHR
2018-013
SHEETloEi
ISOMETRIC
VI EW
DOI
s4�
V-DITCH SECTION VIEW
STAKES
WEAVE STAPLES THROUGH ANGLE STAKES
MINIMUM 4 STAKES MESH CASING OF WATTLE TO WEDGE
MIN. 2 STAKES ON UPSLOPE ON DOWNSLOPE WATTLE ONTO
WP GROUND
GROUND W
I L=IIII 111 I � WATTLE MATTING
11 I11-111 111 - —1 1I1 1 r MATTING
0 - I I I -III -III- I- -I
- APLES 1111 STAPLES
I'IIll-�ii• MATTING
STAPLE INSTALLMENT STAKE INSTALLMENT
�F TRAPEZOIDAL DITCH SECTIONS CROSS SECTION
. SECTION VIEW
Ctill
` DETAD. NUMBER
STANDARD WATTLE 2018_018
area•'...=.eo,�re"em• SHEET 1 of i
TOP ELEVATION OF STORMWATER
- T III- 1 #57 WASHED
EXISTING SLOPE ,I�iin-II
EXISTING
SLOPE
EXISTING
SLOPE -
KEYED RIP RAP
l VARIES �.;
#57 WASHED STONE
FRONT VIEW
CHAT8AM COtIINTY
%QasT% CRaNi'l NlrA
wsxn�a�°ry
1 MAX.
�1
#1 RIP-1
VARIES
SIDE VIEW
DESIGN OF SPILLWAYS
DRAINAGE AREA WEIR LENGTHI
ACRES (M
1 4.0
2 6.0
3 8.0
4 10.0
5 12.0
-'DIMENSIONS SHOWN ARE MINIMUM
MATTING / L=THE DISTANCE SUCH THAT POINTS
STABILAZATION A AND 8 ARE OF EQUAL ELEVATION
IIII�I11LuI�tllLlirr�llrhllli L o�6
-1f11_II1LI111_ °e°°
-111L111�111�1111
PROFILE VIEW
DETAMNUMBER
STANDARD ROCK CHECK DAM 2018-002
SHEET of
Nfarill
ftgionmi
Adis lfan
cam III al
RrW apassld odp
aY�D1,3a:a
r.I[If. Il ld
AdutmWwl, Bta•ketam,
Tardmmiaira
aicDR, rrelaxlt°
F F
d ifiad—A
t3altcay.IHeaD6gN,
UagasF, 4lTmpic, Rebel
TMlfesoBo•1Ce1nBR5;
Gtoluml is
mlur.gta:c
_d P%dmwd
Ill8•ason GTa m
ilyWid Se—d.91a59'
Val-ri ldxsy, TdLvay
06Ttg
PJatlmodwd
Coastal Pli
>���.
Adaprad.R
Shed. Hmt Cold Dl Wer
Mmr�lrel�
A
F
db mum tdl
I-)
tTm■IaLy Liugr--",
9"
in'v N.m Rw
Ned
2Si
2
ewa.
i-hwR919t1eNreae?
Nwd
wd wd sw
%-d
taw
3
l i➢h
TW llstsx
1a91aa�.
2-d
W goad 2"
J-d
233N
3
h41Er
lI�NBa1m[t�3Nas
➢..+
Bl.d Pwr ,m[seL
aaa1.
68
N
Idglt
Tanapw[gq•--_
fair
Nmi Per Neal
Bs
1
bw
aAUM.M.5ass
goad
gxd 1 goad
Aae
25
2-3
mH1
2"d-9—
Lir
Need T- t L
Nmd
1.6
1
l It
Adapteditmcmiaf=xtaa, Nalius&Allftl—Alid•.
*ADDITIONAL SODDING
INSTRUCTIONS CAN BE FOUND
IN CHAPTER 6 OF THE NC DEQ
EROSION AND SEDIMENT
CONTROL PLANNING AND
DESIGN MANUAL
Zvfd'symn Emeaeld. Ml PieixentaM euII�rpaxnEfol�Tic isaHhel2Fenniu�il��tr�.�+ �sfarFu>�N�
Gnasnl Plan T tdiaac';�FEVaF[s�rgIrmcc¢duc4¢dLvtha-Stata�er7tes 'iaLe¢nrapolail■
N=Bl�llil4ltl llh(HOiM'�. Tr1TM11lilf�lblY�II�[2E SRlI I25II11JS�■Siila111ir111�/�
CsrldptRlagress Na iRlpla:mda•riLtiac iPiedawnFand �W,gr.°nunuc ¢F;,3,,.0 u£IBrT:,xvlr'amr TlepantuteGc vfAp�ical�e of ms
Coastal Pl®1 3cte�tlmri lT.etansfc•>asran8ea.'><eJrere�'ddN%mnr3l+eJtlan¢sAwY�a�9d!
8LA Rill' h dliedrn=td■M arslc d11a3cT1mxTDgsP�llarNllrQ[[1G mags�i:iraf7
Cem1al PJnt • Pe[serleeB wErindnualvmeclweatvmir af.'. looseQe [ixsD P6Jt�
'A Fargo mmtw cDl vad lin ax15f-wtaNlf wRFraFtB mid Will Ill
All Ea -do stM-larra &feu.•Fndlluruta=airaFl�WBih;accE{'Y ib.%•riN[fi�a{YtYYO-'EBiu Gsiaa
i-10-0Ims'.PfhI
Flew
iquit',lTmlLllllfiimil�uu,;,'Iteuitjilia�i ualhu�]>NJ.'?4nilli2�llJnrntuE iioav IBesa� .�
- — lge=devvutM <OrISiIFBmr53hUl1IiL T�ijlL3ii axznlc,TxAa. zhar UdifmCT +r1 IDCC� .. LW a=tl in eaNN•med
arembn orM"w. -- ah buuetl
>•y ,1;c iu.lin� �nY�ivi LIB aU,c•;4@. tlbws�»ur{. u nUtu. eSis*r- Maanw .nnt.bnalner.Aate
d r-; ¢ ccIIc*.r-al:.,tiaDs ai:�D.:m Pva:t[-.al5rva,7 n mheaN
- - I,T'a6 ayp. � �' 6.7+'i3r7i+{g: - -� - R.rwnw rreaon•atm.elcan
� a.. `�. _ _,+w•. _-•• •• • n.I..dbb,dtmm tlw Node
_� rtar rt+a 1mRq ,-11z[, slaar-r7a .ui1 ,"rF:.a of in�lr, �l.�ir., a¢•8 ,, hnmcltrn,
oe-,=.� �;sDilcYclsJugzr3lan�iPshasialjLnaaNr.ITII�:eralJssa.�.Ymim ��::_=�.•y.
Uwpqppee eMbNemfamne=tl flnnypthe RiaC I�3 �SA.nli
W. nt R.Rk hSSAtA'Ih2�1mm.1 11[tI�',.1=.➢4Cillf�
er,tle°IMpeam in Me.enbr, °raven, 54 TIfdDE_�
Il_N-=.-bop. Whennetly �_ OLINC=rreG
tlriwppemxlepl"sflueh weNtMereuntl. BNdnp—angh 9b;CMk eetl bytMeummetlI
�cutunp muffi be marched mrrmh.
�P?� � Nl _ �tdllcarLnB$
irgila� zgiiyTnans v�+lr xlre,r�; pmncn3a»gzchrn dre sa0 is lax, ae dos
ray° Dd —1 rt 11i far tYn sad tl bile.+
{ =elmWbrnmmesMmdM4' NnmowwentMao-
.tlxb
xithilhedl. Idd,.ticw teAhn"
CHATHAL4t CITY
'SwmdRaeeR.md.
ana'H C SnOI I.&
DETAD.NUMHER
- SODDING INSTRUCTIONS 2019-028
rea•'..._. ��,�, SHEET 1 of
FILTER OF 1 INCH DIAMETER °
# 57 WASHED STONE
NOTE: o° lE
SILT FENCE FABRIC TO OVERLAP o o °D° °,
HARDWARE CLOTH BY 12 INCHES ° ° °°
°C ° °Og°o°°oo
STEEL FENCE POST
WIRE FENCE HARDWARE CLOTH STEEL FENCE POST
SILT FENCE FABRIC ON WIRE FENCE
ON WIRE FENCE
HARDWARE CLOTH
PLAN VIEW NOTE:
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
FLOW DIRECTION 18 AS A REPAIR OF SILT FENCE FAILURES.
GRADE •^^ • •^ „ ,.r f' STEEi FENCErPOSA^SnT�
I
SIDE VIEW II
u
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
�. THE TRENCH
OLKI l
a *n ilill
STANDARD SILT FENCE OUTLET
ES0.STNG
ROADWAY
50' MIN
A1#D SUFFkDIE11T TO K
SIDDIMENT ON SITE
a Illa
0
a
n
e
Y-rSTONE TOBEUSED
(SURGE STONE OR
RAILROAD8AL1UM � o
TZ'
PLAN
Ir F,ITVF ��,Y.F9G�.�
DEMO L
T.M�I.Y Y!
3r MIN
DETAMNUMBER
2018-014
SHEET1oEl
NOTE&.
1_ 1I DETAIL APPURS ONLY Tp ENTPJU4CFS
OF NDWIDL IAL SINGLE FAMILY RESIDENTIAL UNITTS
2. El FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTfRAI ICE 13 USED,
1' IA•1• NEW 'LVS1J'FIVLpnyR
1
12" 1
'-FA tINM ENE
{,BOSS SEII
DETAD. NUMBER
RESIDENTIAL CONSTRUCTION ENTRANCE 2018_003A
SHEET of
SLOPE SURFACE, SHALL BE SMOOTH BEFORE,
IF THERE IS A BERM AT THE TOP OF SLOPE,
PLACEMENT FOR PROPER SOIL CONTACT.
ANCHOR UPSLOPE OF THE BERM.
MIN. 2"•
STAPLING PATTERN AS OVERLAP
ANCHOR IN 6" X 6" MIN. TRENCH
Inw'� ` AND STAPLE AT 12" INTERVALS.
° _
�Jr-•I,
PER MANUFACTURERS �r,�= rl_`
RECOMMENDTAIONS
MIN. 6" OVERLAP.
STAPLE OVERLAPS MAX. 5" SPACING.
_ BRING MATERIAL DOWN TO A LEVEL
DO NOT STRETCH BLANKETS/MATTING
AREA, TURN THE END UNDER 4-AND
TIGHT -ALLOW THE ROLLS TO CONFORM TO ANY
STAPLE AT 12" INTERVALS.
IRREGULARITIES.
FOR SLOPES LESS THAN 3H:1 V, ROLLS MAY BE
LIME, FERTILIZE, AND SEED BEFORE INSTALLATION.
PLACED IN HORIZONTAL STRIPS.
PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR
AFTER INSTALLATION.
CILA211M CC]t11NTY
%QasTA ■RaiYl N!!A
wsxn
DETAD.NUMBER
STANDARD MATTING INSTALLATION (SLOPES) 2018_oloA
SHEET of
Cn
W
W
W
Z
O
Z
�
N
W #J
v
Z
a
illim Z
i
v11,
a
T =
O
W�
!
N
VZeW
Z�
r �
�
M�M
w
. �
•
W Z
U
dd
'
z in
� Y
v�
acol
O QI
Ls11111411a)rNN
D SSI0' !
�-.�,0
045307 _-
D4/2�/2D�2
'+(ad/1y11111155iy
OW
O
&/l
V L
o
O
V 1
E-1
w
w
O
�
W
O
W
LO
u�
F�
_v
J
Z
0
U
U)
W
W
Q
L LJ
DATE: APRIL 29, 2022
THIS DRAWING AND THE DESIGN HEREON
ARE THE PROPERTY OF CIVIL CONSULTANTS,
INC. THE INFORMATION ON THIS DRAWING IS
NOT FOR USE ON ANY OTHER SITE OR PROJECT.
THE REPRODUCTION OR OTHER USE OF THIS
DRAWING IN WHOLE OR IN PART, WITHOUT
WRITTEN CONSENT OF CIVIL CONSULTANTS, INC.,
IS PROHIBITED.
COPYRIGHT 2022 CIVIL CONSULTANTS, INC.
SHEET NO.
C3
Z:\Shared Fold Ell ects\Corona\29028\DWG\29028.1 1 4/29/2022 5:20:25 PM

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HOW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilisation
Permanent Stabilisation
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
r I # Ea NQ.RTH CAROILINl
17:4EhWronmen tall uQ'r -
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or
site conditions would cause the safety of the inspection
personnel to be 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
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement
of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect (during normal
Inspection records must Include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
goad working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved bythe Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
property,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event> 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
to N� a Hi�CAR0LINA, ,-
"i nvironme0dI Qualit,.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b} A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifi cations.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
� '
-4.
a TI
ELT O R1/{Q 1 fllri
inRQ mill {mINYI Slo•.O N
I rmem srso M rn. LV""II IN7 i M AIL W 1OR
6 M �R W�OR f1.C11� ML V q M SaY••""�•'YY
R10 R••'••ICO v"ns s�i.eno irk m i ovs A
am ammr %VAIW snaauc me m = ELM ■ .os s nmws
•,.r vn„ s,�,o,.. ays
; � WIN
BELOW GRABS ;J#I IT S7RIlCTIHlE AS V
���
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
iAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground,
EFFECTIVE: 04/01 / 1 ') 1
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
. A report at least ten days before the date of the bypass, if possible,
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality ar,-
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
. Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
. Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7calendardays, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected t6
environment[4D
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
BIONET S75BN
TEMPORARY LINER
SWALE
DRAIN PIPE WHERE
SHOWN ON PLAN
18" MIN.
12" MIN.
3' TOP WIDTH
6" DEPTH
C\A/AI �C
DISSIPATOR PAD (Al AND B1)
NTS
GRASS
12" MIN
H
SPILL PAD USING 4" MIN
DIAMETER NATIVE STONES
(BROWN AND BEIGE TONES)
NCDOT TYPE 2 GEOTEXTILE
FABRIC. GEOTEX 1101 OR
APPROVED EQUAL.
12" COVER ND-12 HDPE PIPE
INSTALL WITH 1.0%
MINIMUM SLOPE
0
II-
ROOF DRAIN PIPE TYPICAL SECTION
NTS
SWALE
61'
DR/_,
PIPE IN
CATCH BASIN AT SWALE
NTS
/ BOULDER WALL
FINISHED GRADE
6" MIN.
(FABRIC
OVERLAP)
_ - -
-�I °q q q pggq q° I
Iq 00 q �q q Q""Z 0
P goqq°
o #67 WASHED° P 4" PERFORATED
oq P�TgONE o o ° oPHDPE
q° q 0 °Pq
° q
I PQ °q oP g q P P o
°q ° FILTER FABRIC
Io O ° o ° o (MIRIF1 140N) q o
q PPP P p
P ° OP
q , ," ° ° q pq 0
LP_ �q�
12" MIN.
FRENCH DRAIN
NTS
DRAIN
PIPE OUT
LANDSCAPE BED OR LAWN
ROUNDED, MATCHED BOULDERS
ALONG TOP OF SLOPE
ROUNDED BOULDERS / NATIVE
STONE - REFER TO LANDSCAPE
PLAN FOR POCKET PLANTING.
BURY GEOTEXTILE AT LEAST 2'
INTO SOIL ABOVE SLOPE.
MAXIMUM 2:1 SLOPE
WITH FABRIC CONFORMING TO
NCDOT TYPE 2 GEOTEXTILE FABRIC.
GEOTEX 1101 OR APPROVED EQUAL.
INSTALL FABRIC ON SLOPE PER
DETAIL ON SHEET C3.
BOULDER WALL - SLOPE STABILIZATION
NTS
W
W
Z
O
ti
N
�Z
W o
Z
Z
Iiq
+=
C
O
O
W j
VZ
Z
C4
W
J
F
9
M
c•
Z
04
WZ
NO
eZ
IL IL
Zin
�m
SO
al
1%
ill w
CAR
Qq-
ID45307
04/ 2,y/2a22
�y
•,' Z
3 .
OW
0' 4
O
o
P4
z
W
1.4
W
W
LO
Z
O
I -
IL
U
W
0
W
I -
Will
i■
v
J
DATE: APRIL 29, 2022
THIS DRAWING AND THE DESIGN HEREON
ARE THE PROPERTY OF CIVIL CONSULTANTS,
INC. THE INFORMATION ON THIS DRAWING IS
NOT FOR USE ON ANY OTHER SITE OR PROJECT.
THE REPRODUCTION OR OTHER USE OF THIS
DRAWING IN WHOLE OR IN PART, WITHOUT
WRITTEN CONSENT OF CIVIL CONSULTANTS, INC.,
IS PROHIBITED.
COPYRIGHT 2022 CIVIL CONSULTANTS, INC.
SHEET NO.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
Z:\Shared Fold ers\Projects\Corona\29028\DWG\29028.dwg, C4, 4/29/2022 5:41:07 PM
EFFECTIVE: 04/01 / 191
C4

Z:\Shared Fold ers\Proj ects\Corona \290 28\DWG\290 28. dwg, C5, 4/29/2022 5:30:44 PM