NCC223103_Site Plan or Location Map_20220902

CAI?o�
�s (51; - P.S. 2017-149 Ado
-e.
SEAL ....... .... . . .......... .......... ......... ... . . ......... ..... :
............. ..................
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.... ................... . ...............
....... ......
............
Surveyor ......... .. ......... Pro Land
L-3766 . .... ............. ..... . .......
... . . . ..
tess-1010
....... ............. ...
...... ... ..... ......
L-3756 ................
our\�
License Number ..........
C. 30' PRI VA 7E U 77L I TY EASEMENT
(SHADED
J90,
- T ST P . ............ C�
M A 7F OF NORTH CAROLINA P.S. 2017, 149
..............
..........
D.B. 1076, PG 109
.......... .........
..........
. .........
S jqwUS] ESS 4
y 64
-tff 380 — —
............
............ — — — — — — — — ... .......... ........
T T S 8 0 R 0 P.S 2017-149 ....
...........
...........
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VICINITY MAP (vor ro SCALE)
. ...............
0 ............
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. .... ... ............ I .. ..........
. ...............
....... ....
6N
..........
..........
....MINIMUM BUILDING SETBACKS
.....P.S. 2017-149
X
FRONT YARD 500 ......
.. ...............
SIDE YARD .. .......
25o 7#
30* .................. ...
REAR YARD
..........
4'70 74*26$25
x..........
P.S. 2017, PGS. 149 & 150
.......... A,,
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480—
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7
47 r
P.S. 2017-149 Cis
9S 2017-149
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FT
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12Rj PRI VA 7E BYP ACCESS &N 857247- W
Nr MAINTENANCE EASEMENT
1527' REFERENCES- P.S. 2017, PGS 149 & 150
<Z� �
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P.S. 2021-177 P. S. 2017-149
D.B. 1815, PG. 483
— N I OPEN SPACE J
9 380
P. S. 2017, PG. 149
PROPERTY ADDRESS- 240 RIVERSTONE DRIVE
P17TSBORO, NC 27JI2
// A/// 20'IRI.7ESTORM
P. S. 2017-149 DRAINEAsEmEmir
ALL DISTANCES ARE U. S. SURVEY FEET HORIZONTAL
2o, PuBuc STORY DRAIN EASEMENT AS 2017-14,9 '500.00,
GROUND MEASUREMENTS '58*
17-149 N 8721
P.S. 20
Q<
EXISTING CONTOURS ARE DASHED AND COPIED FROM CH4 THAU .... .
'16' 00
P.S. 2017-149
COUNTY GIS TOPOGRAPHY 3
j�, ......... -
NOTES.
1. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF Q,
RECORD AFFE077NG THE SAME 12.617 ACRES" s6
LEGEND
RIW — Right Of Woy
474
............................ ................
Line Not Surveyed
Line Not Surveyed
Approximate Right Of Wqv Line (not surveyed)
Existing Contour (not surveyed)
Minimum Building Setback Line/Easement (not surveyed)
* REVISED 611512022 TO ADD NOTE 7 ON SHEET 2 OF 2 ONLY
(10)
\1 — /
P.S. 2017-149
\ :;�: -� -- -- -/a — of 14, 000 SF 'I.5r
2. NO 7777-E SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE I I -,, --
COURSE OF THIS SURVEY THIS SURVEY DOES NOT CER77FY LEGAL C,4
ri 0 ACCORDING TO
777LE TO THE REAL TY AS ASSOCIA 7ED OR TO THE BOUNDARIES SHOWN. P.S. 2017-149Royto C�
3 THIS SURVEYOR DOES NOT CER77FY TO THE EXIS7ENCE OR
......... .
NON—EXISTENCE OF ANY UNDERGROUND URURES, BURIAL GROUNDS,
OR ANY SUBSURFACE FEA 7ZIRES THAT MAY OR MAY NOT BE PRESENT
tp (f)
ON THIS SITE
. ..... ....
4. THIS MAP DOES NOT MEET NCGS 47-30 REOUIREMEN7S FOR RECORDA 770N. ...... ...
. . ..........
5. THIS PLAN IS DRAW FROM REFERENCES SHOW HEREON AND 41.
IS NOT THE RESUL T OF AN ACTUAL SURVEY ON THIS DA TE.
...........
406
EWNGTON DRIVE _
50' PUBLIC RIW ,106
PLAT SLIDE 2017 — 149 & 150
402 L....
4010
Ar�o 398
396
J0 I
7
P.S 2017-149 S 8721**57" w, 3 392 390
J00-00�,
LISTED OWNER
(NOT A T1 7Z E VERIFICA 770N) 80 0 40 80 160
RI VERS TONE ES TA 7ES, L L 0
CIO NORMAND. PRAET
5920 S MIA M/ BL W If P.S. 2017-149
SU17F 201 l U.S. SURVEY FEET
MORRISVLLE, NO 27550 1 inch = 80 ft.

l Gf �� �, oaoeoo •, \. /
\\ > �p7tkX R� `\ .-* f�-SS/© °° � P.S. 2017-149
_ a SEAL a _ _ �'..................... ...................
L_ 3766a _ _
::Professlf Land Surveyor ......:
uLL.
,Y__• .
U P
.::
L -3766•::::::: _ - .� -' ..,-- ,:::: '::.: ':::.
:_ ....... _
SUR
64
SIT£ $ N '�� °°°° °°° \ \�� License Number \ \ \ \r::(iF: n:' \�
IIC4411 1,\�`\ -. — — — — 30PR/vATE U UTY EASEMENT—
y (SHADED) I I ( � / .-- -" `- ,.,. ,-- -' r.'::. "•:::.':.'.
THE STATE OF NORTH CAROLINA \\ \\ \\\� \\ Ps 2017 PG. 149
9 D.B. 1076, PG. 109
S NW1 64
BUSINESS
-----
° 1 T T S 8 0 R 05. 2�...... ":::.....\ \ o \ \\ t I I ! ! ! I I P.S. 2017-149
VICINITY MAP (NOT TO SCALE) - _ �::1�AD:r:.' P,.::''• \ \ \ \ I ( t t :, — - i-
MINIMUM BUILDING SETBACKS ____ _ _ -\ .. � .`' ...-- .:::: �:::_:::•;:-:'::'-:,;:�. \ \ so \ \ \ \ \ 1 t I � I ( I \
......:•::. .. .-\ \ \ \ \ \ \ AS 2017-149
FRONT YARD 50' 460
SIDE YARD 25' - - \ \ �1-=' ::::::,::::.::`.::..:::.'::... \ \ \ \ \ \ \ \ t \ \ \ \ \ \ \ \\ \ ?•. \
REAR YARD JO - 470 .. \ 4•2&
P.S. 2017, PGS. 149 & 150 -.� -" ::':; ':::::'..::'. ~ \ \ \ \ \ \ 7-
2 � ..::::.::::::.
o
IV
! '
/\16
o
'14
/'�� +� �h� �$� \ \ \ e P.S. 2017-149
fi �ti \ \ { a :p P.S. 2017-149 / '::'.:•: '. ry fi? z
CV
AS N
- O ry �•'y 1 O QA `�-_ o Wr d49
rVi
q p / r 3
4, ! �\ TOTAL PROPOSED IMPER14OUS AREA = 9, 095 SF. { ( /
LOT 2 AREA SURVEYED BY OTHERS = 114,000 SF.
TOTAL PROPOSED IMPER14OUS 00VERAGE - 8.OX
\ \`sue• \ -� \ sF ` `- _' / / � '' - \ � I ____ i t � t , ;• � -' .,- , ..- / ,.
1 J — 1--�-
r":}.
\ L 1 \ N 857247" W / REFERENCES. P.S. 2017, PGS. 149 & 150 AS 2017-149 PRIMATE BMP ACCESS &
\ 15.2T - - UB. t815, PG 483 MAINTENANCE EASEMENT
,--' P.s 2021-177 ` \ _ / / / _ \ , J ! l J J J J f f OPEN SPACE 3 !' / / ! w � _ -
PROPERTY ADDRESS. 240 RI M£RSTONE DRIVE 9 ) PITTSBORO, NC 27312 % l l / l / l J�J l / P.S. 2017, PG. 149
P.S. 2017-149 ALL DISTANCES ARE U.S SURVEY FEET HORIZONTAL a: / / i / 2Q' PR/YA7F STORM
- \ GROUND MEASUREMENTS. /
f f / / DRAIN EASEMENT
20, PUBUC STORM DRAIN EASEMENT i / 1 P.S. 2otTras
\ - / EXIS77NG CONTOURS ARE DASHED AND COPIED FROM CHATHAM P S.zor/-�49 / / j / / / % / I I t N 872158 E
I ' P.S. 2017-149 —\ COUNTY GIS TOPOGRAPHY.
LEGEND I
1. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF
RECORD AFFEC77NG THE SAME.
R/W - Right Of Way
2 NO 777ZE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE i I I % i c„ a
n 60 N
; y - 57 Stone Filter In Fence Opening COURSE OF THIS SURVEY. THIS SURVEY DOES NOT CER77FY LEGAL o � I I ( © _
'# p g 777ZE TO THE REAL TY AS ASSOCIA 7ED OR TO THE BOUNDARIES SHOW.I \ © PROPOSED \ ` PROPoseD \ 4
Line Not Surveyed '' z ( I \ \ \~ N ~ \CONCRETE/PA1NT sEP77C TANx :, - `�U�
- N J. THIS SURVEYOR DOES NOT CER77FY TO THE EXISTENCE OR o t \ \ _ �� \ WASHOUT voo o � zo p
Line Not Surveyed ( 10 J NON-EXIS7ENCE OF ANY UNDERGROUND UALIRES, BURIAL GROUNDS, '� \ \ \ �� \ \ \ r : �
\ \ \ LOD — SF R 'ram:.','':.::::• -
- - Approximate Right Of Woy Line (not surveyed) \_,/ OR ANY SUBSURFACE FEATURES THAT MAYOR MAY NOT BE PRESENT o \ \ \ R \\ \ 08 + Q
ON THIS SITE
- - - - - 474 - - - - - Existing Contour (not surveyed) P.S. 2017-149 \ \ " \ � .'..'::- to ,
............................ 4. THIS MAP DOES NOT MEET NCGS 47-JO REQUIREMENTS FOR RECORDA7TON. �y�WAY
Minimum Building Setback Line/Easement (not surveyed) \ { a p560 oR \ 1120'
SF Silt Fence (Construction Limits) 5. THIS PLAN IS DRAWN FROM REFERENCES SHOWN HEREON AND \ \ h o,tg 1 PROP \ r , I o \ a o
IS NOT THE RESULT OF AN ACTUAL SURt/EY ON THIS DATE 1 a o -^ LOD / g ....:... (S
TPF Tree Protection Fence (Construction Limits) \ 1 PROPOSED ) N o pti
6. ALL OTHER IMPROVEMENTS SHOWN HEREON ARE PROPOSED. `� � N � DWELLING °
40D Limits Of Disturbance (Construction Limits) N i
7. LOT AND SEP77C LOT WILL CONFORM TO EXISTING TOPOGRAPHY. TEMPORARY N
CONSTRUCTION ENTRANCE 1 I v
! i
ROADS/OE DITCH PALL HAVE TEMPORARY ! 'r: i:•i:': ii:i'::. /
A t ,/�1 �} J �l(""�r f'� f r Jam'} JJ� j/� Jam') J"� r`/�"� %� f t SEED & EROS/0N CONTROL MA77%NC / 10d p, : ( PROPOSED
iJ \♦J \j.// /�/IrfJ Jj t.'��fj jjf �J.//(('l�• �Njjt•�* (j (%�/fj�'. /jam j` J/i/ ,�. {j�� \\ / t
APPLIED AFTER IN/TIAL DISTURBANCE ( I ) ` SOD �LG /
! LOD
"2.617 ACRES".- :" `:
* REWSED 811512022 TO ADD NO7F 7 ON SHEET 2 OF 2 ONL Y. EvING TON DRIVE ,
50 PUBLIC R/6Y ACCORD/NG TO
a
PLA T SLIDE 2017 - 149 & 150
OF
PROPOSED
- -D1STURBEQ A REA
( JO )
P. S. 2017-149 55 777 S� _,�t_
LISTED OWNER J • -
(Ivor A TITLE VERIFICATIOIvj 80 0 40 80 160
RI MERSTONE ESTA 7FS, LLC
C/O NORMAN D. PRAET
5920 S MIAMI 8L VD
SUITE 201 U.S. SURREY FEET
MORRISI/ILL£, NO 27560 1 inch = 60 ft.
/
k0" � P.S. 2017-149
064�0
400
lMUM 8UILDINC SETBACK LTN5'�.:�'.'
/ / %'..�.... y. J.........
96 1:
S 8721 *57" W- - J 394-
! J00.001-390 _
AS. 2017-149 I
I

CHATHAM COUNTY
NORTH CAROLINA
WATERSHED PROTECTION DEPARTMENT
J 41
mNIFfJhi
fir',
. 1 " i ''�IkIAIEG Tw 9E Sm leE.v SNP . • CIE
FIENCING. AS ILLLMTRATM.
20TEC110N FENCE AT TREE DRIP
T OF IDISTUR RED AREA, AS
45. PRIOR TO-C!34"COANdT OF
YIECTJ ZONE Sill A Mill
300 FEET, THE SIZE OF fJil l
4YWIMUM OF2'xVAND 8E
07H SINS OF THE TICS- THE
THIN THE FOLLOWING LANGUAGE
H & 9�ANISH;
1 201 DEER, OuT',
NO STMA6E OF LLATERIAL
iCIHG.
;1 IFENCIN BOLL GE U04NTAINO
4E DURATIQN QF THE PRMCT•
U
1.33 IbBSTEEL PCtSi
TREE PROTECTION FENCE
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
STEEL FENCE POST
WIRE FENCE -
HARDWARE CLOTH —
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
FLOW DIRECTION
MAINTENANCE NOTES:
1. REMOVE SEDIMENT WHEN
HALF HEIGHT OF STONE.
REFRESH STONE THAT
BECOMES CLOGGED WITH
SEDIMENT/DEBRIS.
2. REPAIR OR REPLACE FENCE
AND HARDWARE CLOTH
IMMEDIATELY WHEN
DEFICIENCES FOUND.
CHATHAM COUNTY
NORTH CAROLINA
WATERSHED PROTECTION DEPARTMENT
18"
GRADE
ow ­
D 00
) 0 0
SILT FENCE FABRIC
ON WIRE FENCE
DETAIL NUMBER
2021-001
SHEET 1 of 1
°°oocb o%R0�0 00 O o O Oo Oo o°° 060
0�
O ff° o�`O YC 0°C�oOcAgoj � 0�000086 POO'M \o 00
0 0 0° 00°0c?
0000000°008°0060 ° °o ° r
0°08000°5000oo°o O
O o oO�ovoo°8°Oo° 0 0
O Oo08�0,q0
o
Oo °0000 °o°o°So oo
o0 oo°O o000Q 0
°0,00 000o0° O
0 0 ' °°oo°Ooo��O��l000°oOC_°0, o°„ o
HARDWARE CLOTH
ON WIRE FENCE
r l l A N I \/ I- /
STEEL FENCE POST SET
NA-11NA-A 0 F­ A A-
00
0
STEEL FENCE POST
N OTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1 L4
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
FRONT VIEW AND SILT FENCE FABRIC 6 INCHESINTO
THE TRENCH
STANDARD SILT FENCE OUTLET
DETAIL NUMBER
2018-014
SHEET 1 of 1
8'-0" MAXIMUM
VARIABLE AS DIRECTED BY THE ENGINEER
MINIMUM 10 GAUGE
LINE WIRES
MAINTENANCE NOTES:
1. REMOVE SEDIMENT WHEN HALF HEIGHT
OF SILT FENCE. C I I-1 I I-11 I-1 I I -I I
2. REPAIR OR REPLACE FENCE
IMMEDIATELY WHEN TEARS, HOLES,
SAGGING, COLLAPSE, OR OTHER
DEFICIENCES FOUND. -1
3. THE DESIGN LIFE OF A SYNTHETIC SILT
FENCE IS APPROXIMATELY 6 MONTHS. =_
DETERIORATED SILT FENCE MUST BE
REPLACED. =1=1
GENERAL NOTES:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE PER 100 LINEAR FT. OF FENCE AND NEVER IN AREAS OF
CONCENTRATED FLOW SUCH AS STREAMS, DITCHES, OR WATERWAYS.
2. NEVER INSTALL SILT FENCE IN WETLANDS UNLESS APPROVAL HAS
BEEN RECEIVED TO DO SO FROM APPROPRIATE AGENCIES.
3. OVERLAP 12 INCHES WHEN SPLICING FABRIC.
4. CURL EACH END OF FENCE UPHILL IN A "J" PATTERN TO PREVENT END
FLOW.
5. ANCHORING OF TOE OF FENCE SHOULD BE REINFORCED WITH 12
INCHES OF NCDOT #5 OR #57 WASH STONE WHEN FLOW WILL RUN
PARALLEL TO TOE OF FENCE.
6. FOR REPAIR OF SILT FENCE FAILURES, USE SILT FENCE OUTLET DETAIL
2018-014.
7. HAY BALES ARE NOT A SUBSTITUTE FOR SILT FENCE.
CHATHAM COUNTY
NORTH CAROLINA
WATERSHED PROTECTION DEPARTMENT
A'P� // // \
USE A MINIMUM OF 2 STAKES
ON UPSLOPE SIDE
FLOW
GROUND
SILT FENCE FABRIC'
NSTALLED TO SECOND
�, WIRE FROM TOP xlk
FRONT VIEW
STEEL POST
-WOVEN WIRE FABRIC
—SILT FENCE FABRIC
o
�
0
c�
z
c F
STEEL POST
MINIMUM 12Y2 GAUGE
INTERMEDIATE WIRES
GRADE
\y' COMPACTED FILL
MINIMUM COVER OVER SKIRT
o %!
ANCHOR SKIRT AS DIRECTED BY ENGINEER
STANDARD SILT FENCE
USE A MINIMUM OF 4 STAKES
ON DOWNSLOPE SIDE -
J
J j
raj
MATTING
T \
PLAN VIEW
DETAIL NUMBER
2018-013
SHEET 1 of 1
SOMETRIC
VIEW
T0p
OF B
K RlK
WATTLE
DOWNSLOPE­� WOLOO
WODE
MATTING ��
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON DOWNSLOPE
GROUND
FIT
UPI III I
-
�
MATTING
V—DITCH SECTION VIEW
NOTES:
1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2" NOMINAL CROSS
SECTION,
4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED,
5) INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR
DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM,
6) PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE
FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH,
7) INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL,
8) AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN
WATTLE AND GROUND WITH MATTING,
STAKES
WEAVE STAPLES THROUGH ANGLE STAKES
MINIMUM 4 STAKES MESH CASING OF WATTLE TO WEDGE
MIN, 2 STAKES ON UPSLOPE ON DOWNSLOPE WATTLE ONTO
ISTAPLES\'
YE GROUND
GROUND WATTLE
WATTLE
- MATTING MATTING
i III - I II o 11III11 I IIIIII1
1I 1I1 1II� I= mI1 1I1 1I1 1 1 1
�_� IIII V -I Jill
1 - STAPLES -III
i I MATTING
— STAPLE INSTALLMENT STAKE INSTALLMENT
T T RAPEZOIDAL DI CH
SECTION VIEW SECTIONS CROSS SECTION
CHATHAM COUNTY MAINTENANCE NOTE: REMOVE SEDMIENT WHEN HALF HEIGHT OF WATTLE. REPAIR AND RESTORE TO SPECIFICATIONS ABOVE IMMEDIATELY.
NORTH CAROLINA
STANDARD WATTLE
WATERSHED PROTECTION DEPARTMENT
DETAIL NUMBER
2018-018
SHEET 1 of 1

50' MIN
AND WPTICICill
3EID%1ENT :9aTE
MAINTENANCE NOTES:
9, _ c, � 1. THIS DETAIL APPLIES ONLY TO ENTRANCES OF
¢� INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS.
r f' 2. SILT FENCE SHOULD BE INSTALLED TO ENSURE
1EASTNfa r}yam ^ , T ?� T� �� {� CONSTRUCTION ENTRANCE IS USED.
P4 R011! ,STONE OF 0 3. CONSTRUCTION ENTRANCE SHALL BE
RAILROAD IN,5T) � MAINTAINED ROUTINELY TO AVOID SEDIMENT
LEAVING PROJECT.
40 o 4. SEDIMENT ENTERING PAVED ROADWAYS FROM
�¢43PROJECT SHALL BE REMOVED IMMEDIATELY.
PLAN
Sl{,T #til {$IC C AO 2)
5' MIN. NEW MNSTRUCTIM
r 1 6" MIN.ti�ti M _
,. li.
r ti�
f mot.62
R
A113M - UNUM STCIE
00-ss SELBDN_
CHATHAM COUNTY
NORTH CAROLINA
DETAIL NUMBER
RESIDENTIAL CONSTRUCTION ENTRANCE 2018-003A
WATERSHEDPROTECTIONDEPARTMENT SHEET 1 Of 1
MAINTENANCE NOTES:
1) INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN
EVENTS. REPAIR IMMEDIATELY.
2) GOOD CONTACT WITH GROUND MUST BE MA
AND EROSION MUST NOT OCCUR BENEATH MA'
AND SECURE AS REQUIRED IF DAMAGED OR UN
3) MONITOR AND REPAIR AS NECESSARY UNTIL
GROUNDCOVER IS ESTABLISHED.
MATTING SHOULD BE USED IN ALL
DITCHES AND ANYWHERE
CONCENTRATED RUNOFF IS CONVEYED.
CHATHAM COUNTY
NORTH CAROLINA
WATERSHED PROTECTION EPARTMENT
STAPLE/STAKE AT 12" INTERVALS.
STAPLING/STAKING PATTERN AS
PER MANUFACTURERS
SPECIFICATIONS.
WHEN USED IN CONJUNCTION
WITH CHECK DAMS OR
WATTLES, INSTALL MATTING
FIRST.
-IME, FERTILIZE, AND SEED
3EFORE INSTALLATION.
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
3TTING IN
RENCH
APPLY MATTING TO BOTTOM AND SIDESLOPES OF DITCH.
MATTING MUST BE INSTALLED UP TO AND OVER CREST OF
SIDESLOPES, AND ANCHORED IN A TRENCH AS SHOWN ABOVE.
JOIN STRIPS BY ANCHORING
AND OVERLAPPING
STANDARD MATTING INSTALLATION
DETAIL NUMBER
2018-010
SHEET 1 of 1
TOP ELEVATION OF STORMWATER 0.5'-1'
El—„ #57 WASHED STONE — 1 MAX.
VARIES
EXISTING SLOPE„illy l ��III_ — —
#1 RIP -RAP - - i-
VARIES
E_o(_M,iT UIE-M
,1�
CHATHAM COUNTY
NORTH CAROLINA
WATERSHED PROTECTION DEPARTMENT
c'ir�F_ \/1F_W
MATTING /
STABILAZATION
MAINTENANCE NOTES:
1. REMOVE SEDIMENT WHEN HALF
HEIGHT OF STONE AND CLEAR DEBRIS
THAT COULD CLOG CHANNEL.
2. ADD OR REFRESH STONE AS NEEDED
TO MAINTAIN DESIGN HEIGHT AND
CROSS SECTION.
3. CORRECT DEFICIENCES IF EROSION
OCCURS AROUND EDGES OF DAM.
4. IF SIGNIFICANT EROSION OCCURS
BETWEEN DAMS, ADD ADDITIONAL
DAMS AND ENSURE CHANNEL IS
PROPERLY STABILIZED WITH
STABILIZATION LINER.
DESIGN OF
SPILLWAYS
DRAINAGE AREA
WEIR LENGTH'
ACRES
FT
1
4.0
2
6.0
3
8.0
4
10.0
5
120
DIMENSIONS SHOWN
ARE MINIMUM
PROFILE VIEW
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
STANDARD ROCK CHECK DAM
SLOPE SURFACE SHALL BE SMOOTH BEFORE
PLACEMENT FOR PROPER SOIL CONTACT.
MIN. 2"
STAPLING PATTERN AS OVERLAP
PER MANUFACTURERS
RECOMMENDTAIONS
DO NOT STRETCH BLANKETS/MATTING
TIGHT -ALLOW THE ROLLS TO CONFORM TO ANY
IRREGULARITIES.
FOR SLOPES LESS THAN 3H:1V, ROLLS MAY BE
PLACED IN HORIZONTAL STRIPS.
CHATHAM COUNTY
NORTH CAROLINA
WATERSHED PROTECTION DEPARTMENT
DETAIL NUMBER
2018-002
SHEET 1 of 1
IF THERE IS A BERM AT THE TOP OF SLOPE,
ANCHOR UPSLOPE OF THE BERM.
ANCHOR IN 6" X 6" MIN. TRENCH
de AND STAPLE AT 12" INTERVALS.
* MIN. 6" OVERLAP.
_ STAPLE OVERLAPS MAX. 5" SPACING.
BRING MATERIAL DOWN TO A LEVEL
AREA, TURN THE END UNDER 4"AND
STAPLE AT 12" INTERVALS.
LIME, FERTILIZE, AND SEED BEFORE INSTALLATION.
PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR
AFTER INSTALLATION.
MAINTENANCE NOTES:
1) INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS. REPAIR IMMEDIATELY.
2) GOOD CONTACT WITH GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH
MATTING. REPAIR AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT.
3) MONITOR AND REPAIR AS NECESSARY UNTIL GROUNDCOVER IS ESTABLISHED.
DETAIL NUMBER
STANDARD MATTING INSTALLATION (SLOPES) 2018-010A
SHEET 1 of 1

SANDBAG TAPLES STRAW BALE BINDER WIRE
(2 PER BALE) 10 mil PLASTIC LINING
10 mil PLASTIC LINING NATIVE MATERIAL
—T— \ =_ . SECTION A -A (OPTIONAL)
3' NOT TO SCALE
SECTION B-B
LATH AND _ NOT TO SCALE
����_������I11 BERM wooD oR
FLAGGING ON METAL STAKES
3 SIDES 2 PER BALE)
\ �-10' MINIMUM
INSTALLATION &
CLEANOUT NOTES:
1) INSTALL 50' FROM
STORM DRAIN INLETS &
SURFACE WATERS UNLESS
NO ALTERNATIVE
REASONABLY AVAILABLE.
2) CLEANOUT WASHOUT
WHEN 75% WET CAPACITY
3) ALL DAMAGE TO
WASHOUT MUST BE MADE
REPAIRED IMMEDIATELY.
CHATHAM COUNTY
NORTH CAROLINA
WATERSHED PROTECTION DEPARTMENT
SANDBAG
PLAN
NOT TO SCALE
=RM
1 r r E "BELOW GRADE"
B
L
VARIES
B
J
PLYWOOD
4s•x24-
PAINTED WHITE
10 mil PLASTIC LINING - PLAN
` STRAW BALE
NOT TO SCALE (NP)
TYPE "ABOVE GRADE" WITH STRAW BALES
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND
E
SCTION B-B
ENTIRE PERIMETER
WITH TWO STAKES
NOT TO SCALE
NOTES
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT.
3. MATERIALS USED TO CONSTRUCT TEMPORARY
CONCRETE WASHOUT SHALL BE REMOVED FROM THE VARIES
SITE AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND
DISTURBANCE CAUSED BY THE REMOVAL OF THE
TEMPORARY CONCRETE WASHOUT SHALL BE
BACKFILLED, REPAIRS AND STABILIZED TO PREVENT 10 mil PLASTIC LININ
EROSION.
1__10' MINIMUM
BLACK LETTERS
HEIGHT
1I CONCRETE( I LAG SCREWS
11 WASHOUT 11
T
36" WOOD POST
3.5"X3.5"Xa'
=Ill IIIEIIIL=1111= II®t•
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
T1.12" DIA
STEEL WIRE
STAPLE
DETAIL
TWO -STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
ABOVE GROUND"
WITH WOOD PLANKS
DETAIL NUMBER
STANDARD CONCRETE/PAINT WASHOUT 2018-022
SHEET 1 of 1
ALL DISTL- RB E D AREAS
March 1- Aug uv t 31
September 10 - February 28
50#
Tall Fescue
Centipede
Bermudagrass (lT_ -- d.
Fertilizer
Limestone
50#
10#
35#
500#
14l
Tall Fescue
Centi ede
Bermudagrass (unhulled)
Fertilizer
Limestone
10#
25#
500#
4000#
WASTE AND BORROW AREAS
March 1- August 31
Se tember 14 - February- 28
75#
Tall Fescue
Bermudagrass hulled)
Fertilizer
Limestone
75#
Tall Fescue
25#
500#
4000#
25#
5o0##
4000#
Bermudagrass; unhulled
Fertilizer
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 51b/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.
j\
MAINTENANCE NOTES:
1L
1) INSPECT PERMANENT STABILIZATION WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.
2) REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE, REPAIRING
ERODED AREAS PRIOR TO RESTABILIZATION. MONITOR UNTIL 90% STABILIZATION ACHIEVED.
CHATHAM COUNTY
3) SECTION 6.11 "PERMANENT SEEDING" OF NCDEQ DEMLR EROSION MANUAL MAY BE REFERENCED FOR PLANNING CONSIDERATIONS AND RECOMMENDATIONS.
NORTH CAROLINA
DETAIL NUMBER
PERMANENT SEEDING/MULCHING SPECIFICATIONS 2018-021
WATERSHED PROTECTION DEPARTMENT SHEET 1 Of 1
./ \
CHATHAM COUNTY
NORTH CAROLINA
WATERSHED PROTECTION DEPARTMENT
Species
Rate 1b acre}
Dates
Rye i Y 1 iL i nJf
Annual lespedeza �Qbe1
120
January
LLnua LT I — may I
German millet
40
May 1 - August 1
.Rye rain)
120
_august 1 5 - 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 dist 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.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS
Varieties
Region of
Adaptation
Cool Season Grasses:
Kentucky blugrass blend'
Mountains
Tall fescue blend
Adventure, Breokston,
Mountains
Falcon, Finelawn,
and Piedmont
Galway, Hcundog,
Jaguar, Olympic, Rebel
Tall fescue/Kentucky
Mountains
bluegrass
and Piedmont
Warm Season Grasses:
Hybrid Bermudagrass
Vamont, Tifway, Tifway
Piedmont and
I I & Tifgreen
Coastal Plain
Zoysiagrass
Emerald, Meyer
Piedmont and
Coastal Plain
Centipedegrass
No improved varieties
Piedmont and
Coastal Plain
St. Augustinegrass
Raleigh
Piedmont and
Coastal Plain
'A large number of varieties exist —consult suppliers
and your local
Agricultural Extension office
for recommendations.
Flow
Lay sod across the
r �•- `L�4r direction of flow_
Use pegs or stables to fasten sod firmly at the " s 1 o
endsofstripsand in the center, orevery3-4'
if the strips are long. When ready to mow,
drive pegs or staples flush with the ground t """"'-""-"' PQ or l
f 9 �..
staple r2
In critical areas, secure
''_,Y •I+^r,- sod with netting and
"-��.,•;,..�,.,� -,. .n., _ . staples.
CHATHAM COUNTY
NORTH CAROLINA
WATERSHED PROTECTION DEPARTMENT
Species or Mixture
Adaptation
Maintenance
Annual
Mowing
Mowing
Shade
Heat
Cold
Drought
Wear
Fertilizer
Height
Frequency
(lb N11COC ft2)
(in.)
Kentucky bluegrass
good
fair
good
good
good
2.5-4
2
med.
Kentucky bluegrass)
good
good
good
good
good
2.5-3
3
high
Tall fescue
Tall fescue
good
good
good
good
good
2.5-3.5
3
high
Hybrid Bermudagrass
poor
good
poor
excel.
excel.
5-5
1
high
Centipedegrass
fair
good
poor
good
poor
0.5
1
low
St. Augustinegrass
good
good
poor
good
poor
2.5
2-3
med.
Zoysiagrass
fair
good
fair
excel.
good
1:5
1
high
Adapted from Carolina
Lawns, NCAES
Bulletin no. AG-69.
Soil preparatlon—Test soil to determine the exact requirements for lime and
fertilizer. Soil tests may be conducted by the State soil testing labor a reputable
commercial laboratory. Information on free soil test7nng is available from the
Agronomic Division of the North Carolina Department of Agriculturc or [lie
Agiiculttu'al Extension Sei-aice. Where sodding must be plasnted without soil
tests the followmg soil amendments may be sufficient:
• Pulverized agriculturaltimestone at a rate.of 2 tons/acre (100 Ib/1,000
Its)
• Fertilizer at a rate of 1,000 lblacle (25 lb/1,000 f) of 10-10-10 in fall or
5-10-10 in spring.
DETAIL NUMBER
201s-020
SHEET 1 of 1
*ADDITIONAL SODDING
INSTRUCTIONS CAN BE FOUND
IN SECTION 6.12 "SODDING" OF
THE NCDEQ DEMLR EROSION
AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
MAINTENANCE NOTES:
1) AFTER FIRST WEEK, WATER AS NECESSARY TO
MAINTAIN ADEQUATE MOISTURE IN THE ROOT
ZONE AND PREVENT DORMANCY OF SOD. WATER
MORE DURING SUMMER MONTHS.
2) DO NOT REMOVE MORE THAN 1/3 OF SHOOT IN
ANY MOWING. MAINTAIN GRASS HEIGHT BETWEEN
2-3 INCHES UNLESS OTHERWISE SPECIFIED.
3) AFTER FIRST GROWING SEASON, ESTABLISHED
SOD REQUIRES FERTILIZATION; MAY ALSO REQUIRE
LIME. FOLLOW SOIL TEST RECOMMENDATIONS.
Equivalent may be a nutrients heel with other fertilizer fonmdations. These -- -• —
4 Y PP
amendinnents slmmid be spread evenly- over the area, and incorporated into tlne~' , ,.. - I Lay sod in a staggered
top 4-8 inches of soil by disking. fnarrowing. or other effective nneaas. If t _ �" _ ' pattern with strips butted
�.I . I ghtly against each other. A
topsoil is applied. follois, specifications givens in Practice 6.04, Topsoiling. - t ` - sharpened mason'strowel car
be used to tuck down the ends
Prior to laying .sod, clear the soil surface of trash. debris. roots. branche
sand trim pieces.
stones_. ann4 clods larger than 2 inches in diameter. Fill or level law spars ifr�`r_^��-Y__�t
order to wvoid standing water. Rake or (narrow the site to achieve a smooth
and level fugal grade. OLIN Correct Butting —angled ends caused bythe automatic
oft AM Incorrect sod cutting must be matched correctly.
Complete soil preparmian by rolling or cultipacking to fuTn tine soil. Avoid
using heasy equipment on the area. particularly when the soil is wet. as this
may cause excessive connpaction. and make it difficult for the sod to take'
moot
L�tl'
Roll sod immediately to Water to a depth of 4 " Mow when the sod is es -
achieve firm contact as soon as the sod is tablished (2-3 wks). Set
with the soil. laid, and continue the mower high (2-3").
watering as needed.
SODDING INSTRUCTIONS
DETAIL NUMBER
2019-001
SHEET 1 of 1

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III SELF -INSPECTION, RECORDKEEPING AND
REPORTING
REPORTING
Chatham County
Sample Residential Construction Sequence
1. Submit a Land Disturbing Permit Application at least 30 days prior to any land disturbing activity
occurring.
2. Organize pre -construction meeting with Chatham County Watershed Protection Department to
review site plan prior to land disturbing activities. Land -Disturbing Permit and Approved Plans
will be provided at this meeting.
3. Install all temporary erosion control measures according to the information discussed during the
pre -construction meeting. Minimal clearing may occur in the immediate area of all measures to
provide for installation.
4. Permitted land disturbing activities may begin once measures are installed.
5. Complete self -inspections weekly and within 24 hours or a 0.5" or greater rainfall event.
6. Maintain all erosion and sediment control measures in good working order. Silt fence, inlet
protection and other similar measures must be cleaned out when they are half full. Clogged silt
fence outlets must be refreshed/replaced. Silt fence cannot have holes or tears.
7. Ground cover shall be provided as follows:
a. Stabilize basins with ground cover immediately after installation. (If applicable)
b. Stabilize diversion ditches intended to be in service for (14) days or more with
temporary seeding and erosion control matting. (If applicable)
C. For all areas of moderate and/or steep slopes, stabilize area with seed and matting if
the slope has not been disturbed for a period of (7) days.
d. Provide ground cover sufficient to restrain erosion on any portion of the site upon
which further land -disturbing activity is not being undertaken within (14) calendar days
of temporarily or permanently suspending land disturbing activity.
e. 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
frequency where approved measures fail to prevent accelerated erosion, off -site sedimentation,
or repetitive non-compliance issues.
10. Measures must be installed at the back of curb to restrict all vehicle access to the construction
entrance. All measures must be installed according to the approved plan unless approved in the
field by Chatham County Watershed Protection Department staff (approved Field Revision).
11. Modifications to the approved and permitted plans shall be approved, by Chatham County
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.
12. Once grading and construction activities are complete, temporary measures are removed, and
the site is stabilized call Chatham County Watershed Protection Division staff to schedule the
final inspection.
13. Once the final inspection is complete the permit will be closed and no additional ground
disturbing activities can occur.
NCDENR SELF -INSPECTION PROGRAM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 20U6 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND-DI.STURBING ACTIVITIES INSPECT A PROJECT AFTER
EACa-I PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTFONS TAKE EFFECT OCTOSER
1, 2U30.
THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED
PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT,
AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED -
THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
THE LAND QUALITY 4VEB SITE,
http:llportal-ncdenr-o"bAFlermion
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 ofthe next business day. Anytime when inspections were delayed shall be noted in
the Inspection Record.
Frequency
Inspect
(during normal
Inspectlon 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
good 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 by the Division.
(2) E&SC
At least once per
1. Identification ofthe measures inspected,
Measures
7calendar days
2. Date and time of the inspection,
and within 24
3. Name ofthe person performing the Inspectlon,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification ofthe discharge outfalls inspected,
discharge
7calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name ofthe 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
ofthe 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 offsne
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 Offlce 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.
9 i
l;�-f(• NORTH CAROLINA
Environmental Quality
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:
Rem 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
ofthe 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 ofthe E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase ofgrading has been completed.
Initial and date a copy ofthe approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion ofthe
construction phase.
(c) Ground cover is located and installed
Initial and date a copy ofthe 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 specifications.
(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 ofthe approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion ofthe
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 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]
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream orwetland.
(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], [phone] 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 7calendar 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 ofthe bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
Within 7calendar days, 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 7calendar days, 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 to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
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.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING IEFFECTIVE: 04/01/19 1
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE
NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction activity
beingconsidered compliant with the Ground Stabilization and Materials Handling sections ofthe
p 8
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.
I Required Ground Stabilization Timeframes I
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
None
(HQW) Zones
7
(c) Slopes steeper than
If slopes are 10 or less in length and are not
7
steeper than 2:1, 14 days are allowed -7 days
3:1
for slopes greater than 50' in length and with
dikes, swales, ditches, perimeter slopes and
HQW Zones
-10 days for Falls Lake Watershed
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales, ditches,
perimeter slopes and HQW Zones -10 days for
Falls Lake Watershed unless there is zero slope
(e) Areaswithslopes
flatter than 4:1
14
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.
the soil. Use one of the techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• 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
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 pending 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.
:kUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans an ans under stored equipment.
Y
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.
.ITTER, 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 awayfrom 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 directlyto 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. Cleanup immediately if containers
overflow.
S. 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 awayfrom 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.
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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.
S. 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 ofthe 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.
HAZARDOUS 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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19