NCC222084_Site Plan or Location Map_20220604

1. AREAS BY COORDINATE GEOMETRY UNLESS SHOWN OTHERWISE.
2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
3. ALL STREETS ARE PUBLIC RIGHTS -OF -WAY UNLESS SHOWN OTHERWISE. LINE TABLE
4. OTHER INSTRUMENTS OF RECORD MAY AFFECT THIS PROPERTY. LINE DIRECTION DISTANCE
5. NO TITLE SEARCH PERFORMED FOR THIS SURVEY. L1 N88°58'59'E 26.24
6. NO NCGS MONUMENT WITHIN 2,D00 FEET OF PROPERTY.
7. NO FEMA FLOOD HAZARD AREAS PER FIRM NUMBER 37109772ODK DATED NOVEMBER 17, 2017. CURVE TABLE
8. THE COORDINATES SHOWN ON THIS PLAT WERE DERIVED BY REAL TIME NETWORK (RTN) GLOBAL POSITIONING CURVE RADIUS LENGTH CHORD DIRECTION CHORD
L
SYSTEM (GPS). THIS METHOD RESULTS IN (NAD 19830011) - (CORS 96) POSITIONS AND NORTH AMERICAN C1 205.00 98.98 N56°2T5TW 98.02
VERTICAL DATUM'88 (MEAN SEA LEVEL) ELEVATIONS USING THE CONTINUOUSLY OPERATING REFERENCE
STATIONS (CORS) MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. CLASS A SURVEY, 0.033 FT POSITIONAL
ACCURACY, VRS FIELD PROCEDURE, GEOID12A AND UNITS IN FEET.
9. PROPOSED GRADES WILL CONFORM TO EXISTING TOPOGRAPHY.
10. SILT FENCE OUTLETS WILL BE LOCATED AT LOW SPOTS (TO BE DETERMINED IN THE FIELD). to
11. MATTINGAND WATTLES WILL BE PROVIDED IN DITCHES (LOCATIONS TO BE FIELD DETERMINED). `p
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v Vl�i[DJ191Y`ND7tY�lR 4'9" � ��t0'
S 'I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
USING REFERENCES SHOWN HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION
K IN BOOK PAGE OR OTHER REFERENCE SOURCE THAT THE RATIO OF PRECISION OR
? POSITIONAL ACCURACY IS 10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
ri LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600)'
0
THISn DAY U22. �A,,fpflfAgpjtrth
n SEAL 0 •ES3 OO��J•,i�
PROFESSIONAL LAND SURVEYORS�F
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IMPERVIOUS AREA
HOUSEIPORCH: 3,299 SF
DECK13OVERED/SCREENED PORCH: 232 SF
DRIVEWAYISIDEWALKIAC: 1657 SF
TOTAL: 5,188 SF (8.350/4
TOTAL DISTURBED AREA: 0.7668 ACRES
EXISTING CONTOURS -- ---- --- ---- ----- ---- --- .-
SILT FENCE SF SF
LIMITS OF DISTURBANCE x x V
. U.S:-
1{. VARIABLE WIDTH PUBLIC/RIGHT-OF-WAY
s -_ -- -- -----�--- L1
-
.s.R88°58'S9"E 3333T - - - - — — — -a -
xf
RAY
J t
\a $ RW
30' POWER LINE EASEMENT{ `' I �,_i`` .• .
PS. ^004 PG. 224 `
-- ---- -- -- ` -- F-- --i -- ,=
i
- - i SILT FENCE (typ.) i ? LOT[1
----- F=3 -x— ( ; if W.T. BARKER
LOTS _�- 5 - x:X /CONSTRUCTP' N COMPANY I
i
CD ENEACREEK
DEVELOP CO �`i x F PIN: 977200 93 9717 f '
D� � � € ) ��
PIN: 9772 00 93 7842DB. 1277 PG. DB. 2216 PG. 688 J; t'
PB. 2016 PG. 1166 fL SETBACK h/ ) 3 \
BUILDING PB. 206 PG.16 r
' i t v62,097 SF OR' 1.4255 ACRES
t
oY LIMITS OF
DIS6BANCE (typ.)
q SILT FENCE (typ.)€ J j
tk
LIMITS OF BUILDING ,
k; DISTURBANCE (typ.) t � SETBACK
\ , SILT FENCE (typ.)
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IV
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PROPOSED
A/C PADS
HOUSE EO= 38� {
} � 1 }
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LOGATION
IV
t BUILDING-` _/,;Jj� .6L,),�
\�) ( SETBACK ?r $
cv
10' PUBLIC
UTILITY EASEMENT��x
PB. 2016 PG.16 A i ROPOSED
� ' \
i J1S CPONCRETE WASHOUT
LIMITS OF �
� DISTURBANCE (typ.)
SILT'FENCE(typ.)
ti n
SILT FENCE a
a.
OUTLET (typ.) \ /
RCp
Y �Ob
~ 25 x 70' GRAVEL
CONSTRUCTION'
ENTRANCE
ti
LOT 2
FERRARI VICTOR
FERRARI BARBARA
PIN: 9782 DO 031761
DB.1953 PG. 233
PB. 2016 PG.16
P:�
REFERENCES:
PB. 2016 PG.16
DB. 2216 PG. 688
LEGEND
EIP = EXISTING IRON PIPE
IPS = IRON PIPE SET
CP = CALCULATED POINT
RM = RIGHT-OF-WAY
®DENOTES ADDRESS
OWNER(S):
W.T. BARKER CONSTRUCTION COMPANY
1401 SUNDAY DR STE 115
RALEIGH, NC 27607
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MATTPv "., BE IN>TA sl TIP TO A: D OVER EST 1 THE CR OF THE Sm6aLOPES,:4h9
A:'v('I{OItED 1N A TILLNCH AS SZSOW"N Fii:iZE.
1MITNN MSTFIE17SM IN ALL UriYH SAND AN11VITRF"T
RWTJFFT.,wINIFYED.
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'11 Pf Inc; PATM %.tS
W'.31, 11;rA11, .1',16
at, ).':tFtf \Rlitr, A'\
IN CHANNELS, ROI,LOUT STRIPS OI NF.TITNG?ARALIP.L TO Tn
DIRE=- ON O? FLOW ANDOVER TFir PROTEC'TV,T MITl�h
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'Ifi:�. ANCHORNETTINGI'N
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� I,ti Al2-INCH TRENCH
�- 0
42-inch
overlap 10
P J.^.1N S'I iL PS 3Y ANCY.9RING
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AND OVBRL4FP!NG
CHAMAM COUv1Y
N,�_
STANDARD MATTING
INSTALLATION
�"F;11111
Species
Rate lb/acre)
Dates
Rye {grain}
.3nnualles edeza (Kobe)
120
5
january 1 - May 1
Getman millet
40
14Ia r 1 - August 15
Rye (gain)
120
August 15 - December 31
Soil Amendments
Follow recommendations of soil te
sts is or apply 2,000 lb/acre ground agricultural
limestone and 750lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch
anchoring tool. A dist with blades act nearly straight can be used as a mulch anchoring
TOOL
Maintenance
RefertiEw if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
Ct1.AT13AM COUNTY
TEMPORARY SEEDING/MULCHING SPECIFICATIONS
20%.20
--------------- - FSH�Sr 1 of I
HAR
FILTER OF 1 INCH DIAMETER
57 WASHED STONE':#b2'Yi1`FJP:',N..,Y:
h - > �' o
% f
SILT FENCE
HARDWARE
FABRIC TO OVERLAP
CLOTH BY 12 INCHES �` Ir. O
��p.�� „�
O E`5'"°3, U
STEEL FENCE POST
a -
O V W
r
`i ..
WIRE FENCE ---,)SILT
FENCE FABRIC
ON WIRE FENCE
HARDWARE CLOTH STEEL FENCE POST
ON WEE FENCE
HARDWARE CLOTH
OF 1 INCH DIAMETER
PLAN VIEW NOTE"
it 57
j 57 WASHED STONE w
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 7/4
,,:
FLOW DIRECTION -Y.,e, y .-
- �,
ik' .. A
18"
GRAD
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
STEEL FENCE POST SET�.i
.
-i -'" iR l%-
�T=1E"= �
1l HARDWARE CLOTH
' fi
MAXIMUM 2 FEET APART WIRE FENCE
III r
AI
II
SIDE MEW II
D
SILT FENCE ' t
£�'
FABRIC ,-
h H,
/ LA 4'
,I INCH S '
RLAP ;:%
S' > '° 12B '
1 INCHt
GRADE +
S
-,
n
U HATE; -
-n'
FRONT VIEW
BURY WIRE FENCE, HARDWARE CLOTH,
AND SILT FENCE FABRIC 6 INCHES INTO
y^lL
CH.4aTHAMCOt y
THE TRENCH
STANDARD SILT FENCE OUTLET ��N
2L,7,.
WDEAo
,.,x PUISiIC LARHC.
SECTION AA
S
NoTTDOCALE
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NOTES
1. ACTCJAL LAYOUT TO BE DETERMINED I ' THE N IE FIELD.
2. ACONCRETE WASHOUT SIGN SHALL BF. INSTALLED
WITHIN 3d OF THE TEMPORARY CONCRETE WASHOUT.
N
Yw.D_
3. MATERIALS USED TO CONSTRUCT TEMPORARY
CONCRETE W'ASHOU"I' SI-FALL BE REMOVED"I' FROM HE
_
SITE AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND
DISTURB.ANCE CAUSED BY THE REMOVAL OF THE
V�.tiy
TEMPORARY CONCRETE WASHOUT SR9LL BE
----
" - -
11 1.
BACKFILLF,D, REPAIRS AND STABILIZED 170 PREVENT'
Ie-�a� , -
TYPE -ABOVE GROUND,
Ct�LDAA[xAM COLLNTY
EROSION_
WMI WOOD PLANKS
_ ,
STANDARD CONCRETE/PAINT
WASHOUT
�2g1a-022EEE
MINIMUM 10 (
LINE WIRES -
Ir-O' MAXIMUM
VARIABLE AS DIRECTED BY THE ENGINEER TEEL POST
IuIII�■�w��■■■■■N■NIII�
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E
11
I
llgug
N11ICI
pil�iH
IMEMENEEMENE
Tryry
9�14.11
---- --- ---
. pii•I r -'I �
STEEL POST
1. WOVEN WIRE FABRIC
! SILT FENCE FABRIC
NOTES: o ( J7 i.',
1} USE SILT FENCE ONLY WHEN DRAINAGE AREA DES �
NOT EXCEED 1/4 ACRE PER 100 ft. OF FENCE AND -I 1 ( �
NEVER IN AREAS OF CONCENTRATED FLOW.
2) OVERLAP 12 INCHES OMEN SPLICING FABRIC �I I i cyd'?
3) FOR REPAIR OF SILT FENCE FAILURES USE i ( 4)�
DETAIL 04000.23.
FMINIMUM 12Y2 GAUGE
INTERMEDIATE V4RES
GRADE
11 IF'. �'
It I ! L ': ,' COMPACTED FILL
6- MINIMUM COVER OVER SKIRT
-1 ANCHOR SKIRT AS DIRECTED BY ENGINEER
SIDE VIEW
M Cc3uvTY
--� . STANDARD SILT FENCE
ALI. DISTURBED AREAS
March 1 - August 31
S tember 10 - Feb • 28
s0#
Tall Fescue
-n#
'.Tall Fescue
.0#
Centipede
Los
:Centipede
25#
Bermudazrass (ulled)
35R,
Bermudaeiass (tmhulledj
5WA
Fertilizery -... _. _.
>oo*
Fertilize)
4e01)4
Limestone
4i ,
Limestone
WASTE AND BORROW AREAS
March 1- August 31
Se tembez 10 - February 28
'5
Tall Fe=_cue
'sn
Tail Fescue
25#
Bermudagrass ;hulled)
2 #
Bermudagrass (Lmhulled
_,00#
Fertilizer
x»
Fertilizer........
40ou4 Limestone
:Ocul# Limestone
Note: 50# of Bahia ss may be substituted for either Centi ede or Bermud ass only on request.
� 7 P � Y upon
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 Ib f acre and add 20# of
Sericea l.espedeza from January 1 - December 31.
Fertilizer shall be 10-20-20 analysis. A different analysis of ferlilizcr may be used proxided the 1-2-2
ratio is maintained and the rate of application adjusted to p-ide the same amount of plant food as a
10-20-20 analysis MCI as directed.
h
'110"1.
CMTf.AMM`I 'IY
"�- PERMANENT SEEDING/MULCHING SPECIFICATIONS
SEDIMENT ON SITE
'
NGTER,
GRAVEL MNRTRUGTION ENTRANCE .HALL HE
MASNPAcan, SOUP-- - AVOID -i1 .
LSAYINO PROD_
25-FT OR WIDTH OF eEAtt aE REe[wSD I.m�DIATeT.r. nRoisc-f
-- EXISTING
ROADWAY -.
2"-3- STONE TO HE USm
(SURGE STONE OR RAILROAD BALLAST)
PROPOSED STREET,
WHICHEVER IS
GREATER.
N
201-21
SHEET1ofi
NEW
coNsmucn
EXISTING ROADWAY 70'-O' MINIMUM -. I
� z �T
r
ffffffff
� �"- 8' MIN. s-
FILTER FABRIC UNDER STONE
CROSS SECTION
i114�
C11ATnAM COUNTY
�""1` STANDARD GRAVEL CONSTRUCTION ENTRANCE ne 2o18-0g3RER
.,..-ae_a.e....,,.. SHERT 1 .f i
I
USE A�MINIMUM OF 2
ON UPSLOPE SIDE -
FLOW -->
--' - - -
e
w�tP , t
I Nf Y ISOMETRIC
A MINIMUM OF 4 STAKES �i� - TOF
OWNSL_-E SIDE _ C. .4;y, OF QANJf.
A
WATTLE DOWNSLOPE-yPoR•,� MATTING -� �1f�
----- �
°LIND
S, I �
1 1
1 I PLAN VIEW
MIN. 2 STAKES ON UPSLOPE
MINIMUM 4 STAKES ON DOWNSLOPE
GROUND
� I-
�i _
=(,i I
tI -
-IN-
MAnNG
,Il_-r -.
Y-DITCH SECTION VIEW
WEAVE STAPLES THRWGH
MESH CASING OF WATTLE
STAKES
ANIX $TAKES
TO WEDGE
MIN. 2 STAKES ON UPSLt4E
UND
Tl_ $
J -;I
MINIMUM 4 STAKES
ON DOWNSLOPE
+) ry. ".x`-v.; t AT1)E
YA RNG
=1r,I, d
WATTE ONTO
-' .'..:
W MATING
:
T
11�1
;' ;
,pf
.il =,
r I.
�Ti:
r�l
..I- 3
-
iAPLEs STAPLES
e1.
1
MATTING
STAPLE INSTALLMENT
STAKE INSTALLMENT
i'�
TRAPEZOIDAL DITCH
SECTION VIEW
SECTIONS
CROTION
C n iii4M C T7Y
__`"
STANDARD WATTLE
DET., a�E
role-0IS
sHcw:, I a l
CHATHAM COUNTY
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.
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3. Install all temporary erosion control measures according to the information discussed during the
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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 fora period of 7 days.
P {) Y
d. Provide round cover sufficient to restrain erosion on an onion of the site upon which further
g any p
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.
P / P P
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.
Regius f
Ymieap.
Apgpfg I
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�•am �: t+J. C:.,gn m DWi0? ,;
w
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I 'ADDITIONAL SODDING
KM ., .,,...W",
U,,m
K.-.a. ..e. R.. '- ,,_ ,,_ � asa I
•�
INSTRUCTIONS CAN BE FOUND
Tarr Aa..M _ Aa,._ = roa A,wme.,
F . =:,Wi,.,,,,. ..,Pif7.b
,u,,Fk., _a ,aa, g 0 - .«a ,s,
"`°''
I IN CHAPTER 6 OF THE NC DEQ
cM. „H,.,eog.
-1- <.. .=- +- .a,s e- 2`
' I EROSION AND SEDIMENT
..4­.Ot}m Rena, Ii,,­,­-
rn. Paw wes -t 5
„
CONTROL PLANNING AND
T.aa.a,.;._WarT
MwG_
ee.aP.x- .. - ea, , - 1.
DESIGN MANUAL
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CHATHAM COUNTY
.:ornras-.
'`
SODDING INSTRUCTIONS
DErAD N� ..
-11-11,SY;_EI'
i of I
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are re uired during normal business hours in accordance with the table
q g
below. When safety p adverse weather or site conditions would cause the safe of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
P 1 P Y, P Y Y Y
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
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
Y
"zero." The permittee may use another rain -monitoring device
approved b the Division.
PP Y
2 E&SC
()
At least once per
p
1. Identification of the measures inspected,
Pe ,
Measures
7 calendar days
2, Date and time of the inspection,
and within 24
3. Name ofthe 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,
G. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7calendar days
2. Date and time of the inspection,
outfalls SDos
( 1
and within 24
3. Name ofthe person performing the ins ection
Pe P g p ,
hours of a rain
4" Evidence of indicators of stormwater Po Nlion such as oil
event? Lo inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. 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,
> i
event _ 1.D inch n
r" f corrective n taken and
2 Description, evidence, and date a car ect a actions ,
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 da s
Y
stream has visible increased turbidity from the construction
Y
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 a Lo inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part Ili, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase ofgrading (installation of perimeter E&SC
stabilization
of grading
gr g
measures clearing and grubbing, installation of storm
g g g.
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.
PART 111
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC Ian as well as an approved deviation shall be kepton the site. The
PP P Y PP
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:
kern 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.
6 A hose ofgrading has been completed.
O P g g P
Initial and date a co of the approved E&SC
PY PP
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
p p pp
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 of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection �'I
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above the followingitems shall be kept on the
P
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]
PART III
SELF -INSPECTION RECORDKEEPING AND REPORTING
SECTION C: REPORTING
'
1.Occurrences that must b reported
Per ittyes 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 302.44) or G.S.143-215,85.
(b) Anticipated
ated 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 7calendardaYs,are report thatcontainsadescriPt10 n 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 maybe requiredto 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 e n evaluation of the anticipated quality and
yp [ The report shall include a v p q y
122.41(m)(3)] effect of the bypass.
(d) Unanticipated • Within 24 hours, an oral or electronic notification..
bypasses [40 CFR • Within 7 calendar days, a report that includes an evaluation of the
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(I)(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.
; � 4 NORTH CAROLINA
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Environmental Quality
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NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
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 being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 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
; � 4 NORTH CAROLINA
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Environmental Quality
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NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
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 being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 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
(HQW) Zones
(c) Slopes steeper than
If slopes are SO' 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
W .P W Zones P
ditches perimeter slopes and HQ
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:
I-"_­.1; `` ,: 7etnPbra Stabilization. is ... . ,
1 ! ..., .. " , ' . Pantartent Stabil[zatton ' -' ` : ,.
• 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 a lied straw or other mulch
applied
Shrubs or other permanent plantings covered
Pe P g
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
i • Rolled erosion control productswith grassseed
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
PAMSfflocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containme
offsite.
5. Store flocculants in leak -proof conta
or surrounded by secondary containment structures.
EQUIPMENTAND 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. Emptywaste 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, cleanup and dispose of waste in designated waste containers.
PAINTAND OTHER LIQUID WASTE
1. Don um paint and other liquid waste into storm drains streams or wetlands.
of d In
PP q
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.
S. 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.
nt of treated Stormwater before discharging
g g
iners that are kept under storm -resistant cover t T NORTH CAROLI A
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xp
Environmental Quality
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
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
other alternatives are reasonably
can be shown that no o y 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 .
Pp g
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.
completion of the concrete work remove remaining leavings and dispose
10. At the comp g of g
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 undercover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EFFECTIVE: 04/01/19
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