NCC222302_Site Plan or Location Map_20220624

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.
4. OTHER INSTRUMENTS OF RECORD MAY AFFECT THIS PROPERTY.
5. NO TITLE SEARCH PERFORMED FOR THIS SURVEY.
6. NO NCGS MONUMENT WITHIN 2,000 FEET OF PROPERTY.
7. NO FEMA FLOOD HAZARD AREAS PER FIRM NUMBER 3710977200K DATED NOVEMBER 17, 2017.
8. THE COORDINATES SHOWN ON THIS PLAT WERE DERIVED BY REAL TIME NETWORK (RTN) GLOBAL POSITIONING
�.j
SYSTEM (GPS). THIS METHOD RESULTS IN (NAD 198312011) - (CORS 96) POSITIONS AND NORTH AMERICAN
I • J
VERTICAL DATUM'88 (MEAN SEA LEVEL) ELEVATIONS USING THE CONTINUOUSLY OPERATING REFERENCE
MHVWVY:
STATIONS (CORS) MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. CLASS A SURVEY, 0.033 FT POSITIONAL
ACCURACY, VRS FIELD PROCEDURE, GEOID12AAND 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).
11. MATTING AND WATTLES WILL BE PROVIDED IN DITCHES (LOCATIONS TO BE FIELD DETERMINED).
ITE
IMPERVIOUS AREA
HOUSEIPORCH: 3,274 SF
DECKICOVEREDISCREENED PORCH: 230 SF
i
DRIVEWAYISIDEWALKIAC' 1903 SF
TOTAL: 5,407 SF (6.29%)
TOTAL DISTURBED AREA: 0.3349 ACRES
TOTAL DISTURBED AREA (SEPTIC LOT): 0.4736 ACRES
EXISTING CONTOURS - -�- -- - - --- -- -
SILT FENCE IMF S
VICINITY MAP - 1" = 1000'
c
'I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
0 USING REFERENCES SHOWN HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION
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
u LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600).'
a
n
`0 THIS AY OF 22. ,,,�aa "CjA&0%,,
N �`•,Q� OE
SEAL $Sips '000"
c _ 'tr q
° PROF ONAL LA D SURVEYOR 2:'�t : °: 7
SEAL
a A 3A s x
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suR��'
3
LIMITS OF DISTURBANCE --x
i � #
j 1
\ I f#�g SI�TFENCE (Iyp.) I f I
I I ( I I I f LIMITS
NCE(yuJic
I
SILT FEN (W.)
LOT 29E
W.T'\ BARKER
CONSTRUCTION COMPANY )
\ \ \ \ PIN, 9782 00 03, 965711 1 `�
DB. 2218 PG. 814
PB. 2010 PG.16 �,
IUMRi OR 0 8675 SOF 37,709 SFi CR�S 1
\ DISTURBANCE (t ) \ t 'Fa t
0, SILT FENI (typ') t i
`
\ jr ''�. \ \ l LIM40F
DISTURBANCE ft)SW
\
11
LIMITS OF { I
DISTURBANCE(W) !
/ f
N89°36'48"E 203.66'
SILTFENCE(I
j S89°3648"W 201.03 I i9
l i uMlrs
I DISTURBANCE II
J I �
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD DIRECTION
CHORD
C1
55.00
66.18
N14°29'40"W
61.43
C2
55.00
56.80
N78°01'43"W
54.31
C3
55.00
15.05
S19°44'51'W
15.00
C4
205.00
69.19
S29°53'01'E
68.86
C5
255.00
8.21
N21°08'16"W
8.21
C6
55.00
1 39.24
S48'01'31'W
38.41
LINE TABLE
LINE
DIRECTION
_
DISTANCE
L1
N84-05-48"E
19.56
L2
S39°33'OB'E
18.84
C*1
U.S. HIGHWAY 64
VARIABLE WIDTH PUBLIC RIGHT -CIF -WAY
30' POWER LINE EASEMENT
PB. 2016 PG
.16
17
L'1 N88°54'22"E 184.22' s r
1, RM
/ / / ✓ / -
/j/ - -�- -- -,- , , L --
�✓�$ PBS f �-¢ ' (� L'-- i
i ! r
1 1 rt----7- 7--- -- _
A 10
LOT 30
JVI BUILDING $ \[,X\'r<
DEVELOPMENT INC k `'i \ \ \ \ ��
PIN: 9782 00 03 7753 1
DB. 2205 PG. 961
PB. 2016 PG.16 \\ \ 1(� \ ~ `\ \ _ _ _ -= _ / " \ \ *o,
TRACT
MARTIN SHARON C
MARTIN R CRAIG
PIN: 9782 0013 2646
20' PUBLIC DB. 424 PG. 707
UTILITY EASEMENT
PB. 2016 PG.18 \ \ ` Y \\ ~ ! e ` * \ a LOT-29 _
\ W.T. BARKER'
-CQNSTRUCTION-COMPANY
\PIN. 9782 00 03 9657
'DB. 22161�G.-814 --
�. e\ PE \\ '.'PI, 2016 PG 1k
7� TOP OF S�:t:PE \ \ \.� \ \
SILT FENCE/ ! \` \`� `86,Q1.5 SF OR\1.97_46 ACRES
LIMITS OF DISTUR11ANCE (typ.)
\\ \ s
15' PRNATE . \ BILTFENCE!
UTILITY EASEMENT / a UMITW D18WRWCE@tit�)
PB. 2016 PG.16\
Q.
j r, vPARGPOSED\ \ \ \
gT}i LOCATION `a'.' PRorOSED \ \ 1` X� ``• �•, a `` �,, ~ -`' �' •.
15' z 70' GRAVEL - cs �'P, k AC PADS
tUCTI
CONSTF ON
PROPOSEDc\ �� \ ' ��OFS{
WASHourEDGE OF
o PAVEMENT
a v-� SILT FENCE
OUTLET (L' C) P00
�
Oil, I
rt! I I LOT 28
ci SILTFENCFJ STRIPLA BRADLEY H
cA LIMITS OF DISTNRBANGE (typ.)
t" 35'xT0'GRAVEL ) STRIPLIN DEBRA T
CONSTRUCTION PIN: 9782 W 03 9W
ENTRANCE DB. 2104 PG. 462
PB. 2016PG. 16
\ a�
10' PUBLIC
UTILITY EASEMENT
PB. 2016 PG.16
1 �
1 �
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co
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d e
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ow
N Q
C6 0
CL tt3
REFERENCES:
PB. 2016 PG.16
DB. 2216 PG. 814
LEGEND
EIP = EXISTING IRON PIPE
IPS = IRON PIPE SET
CP = CALCULATED POINT
RJW = RIGHT-OF-WAY
®DENOTES ADDRESS
OWNER(S):
W.T. BARKER CONSTRUCTION COMPANY
1407 SUNDAY DR STE 715
RALEIGH, NC 27607
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CHAT HAN CnTII:V�Y
^` STANDARD MATTING INSTALLATION w "_
SHSffT1 I cf t
Species
Rate (lb/acre)
Dates
Rye (grain}
Annual les edeza obey
120
_ 5a _ .
January 1 - I1IaS 1
German millet
40
:4far I - August 25
Rye (grain)
120
.3u st l5 - December 31
Soil Amendments
FbUow recommendations of soli tests or apply ,7 (W m/acre ground agricultural
limestone and 75016/acre 10.10.10 fertilizer.
Mulch
C R Ap111p 4,0ix) R7/acre . traTF. Anchor straw by tacking with asphalt, netting, or a match
anchoringtool. A di t vith blades act nearly straight can be used as a mulch ancho '
�
TOOL
Maintenance
Referti)iae if gm%,th is not fully adequate. Reseed, refertilize and mulch immediately
fallowing erosion or other damage.
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CHATILAOUNTY
� M.I.I. - I TiE1A4.\lO .
TEMPORARY SEEDING/MULCHING SPECIFICATIONS maF�
S-tY. "X.: i of 1
FILTER OF I INCH DIANE"
I ST WASHED STONE b , _ _
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SILTFENCE FABRIC TO OVERLAP
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HARDWARE CLOT BY 12 INCHES
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STEEL FENCE POST
"11-
.
WnE FENCE
SILT FENCE FABRIC
WAREWRE ECLOTH STEEL itaN:E POST
HAkOWARE aoT
ON WRE FENCE
FILTER OF 1 INCH OIAIAEIER
157 WASHED STONE '"�..
.�f
PLAN NEW
UtiSE 9LT FTX/CE W1tET5 ONLY WHEN
ORANACE AREA DOES NOT EXCEED, 1 f4
ACRE ANO THc"RE IS A LOW AREA USE
FLOW DIRECTION
nB•
AS A REPAIR CF 9LT FENCE FAILURES,
,s �i l�',
^-b.3 '- ± 4
- =
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RA
HARDWARE CLOT
STEEL FEN E POST SET11 �,I
�MAXMUM 2 FEET APART i WRE FENCE
L
NOIJ-I-O-
`
SIDE VIEW
II
FRd1T VIEW AND SILT FENCE eA81NC 6 INCHES INTO
THE TRENCH
.•�,ti. _ 11E1ART1)Atae¢
STANDARD SILT FENCE OUTLET
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NOTES
wn,T.P.moo
1. ACMAL LAYOUT TO aE DETERhnNED IN TfTE FIELD.
wParAaw
2. A KS7NC RETF. WASHIHri'SIGN SHALL BF, INSTALLED
Avt.Pce,4s
VNTHIN V OPTHE TLMFORARY CONCRETE WASHot,'T.
•
•
3.\LATfiRtAl SLSF,IYFO (k>NtirRU4T TF.S1tK)RARY
tNC:RF I E 1A ASI K)L'T STUhIL HE Rk MOV F13 FROM'11HE
_�
Sri LAND DISP0SED OF OR RECh CLE_D
-
col
4. HOLES. Or PREISSt11
ON5 OR CITHERGROUND
I-,,/-.----.
�DISTI'Ra
�1^1
aNCE CAUSED AY THE REMO' AL OF THE
- -
_",',,,,
TEMPORARYCONCRETE W,VSHOUTSHALL BE-
BACKFILLED, REPAIRS ANDSI'A61LIZE.D1Y) PRFV11,NT
„r,,,-
TYPE-ABCAT vw'
CHAT1tAAt c1NLNTY
EROSION'
�1T1�=Ai•K-
�-
STANDARD CONCRETE/PAINT WASHOUT i
2AI. R
SMHH:1.ri
�
B'-o MAxuuu
�- VA iAABiE As DIRECTED BY THE ilidfli�'li"-�-'-��I FEEL POST
111 I
li
SILT FENCEFABRfC i
MINIMUM 10 CAUCE N$iALL.� TO SECOND
LINE WIRES WIRE FROM T� Il WNIMUM 12)'2 GAUGE
MCTRERMEDIATE WIRES
..-,..f _r• t '"I[( _. rT- Tr1--,-1"W-
r (,_
� T_
FRONTyIEW -
TEEL POST
WOVEN WIRE FABRIC
�_- SILT FENCE FABRIC
0148,E - i!
1) USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES T
HOT EXCEED 1/4 ACRE PER 100 n. OF FENCE AND h1 i
NEVER IN AREAS
OF CONCENTRATED FLOW. :V H
2) OVERLAP 12 INCHES ION N SPUCiNG FABRIC. 3
3) FOR REPAIR OF SILT FENCE FAILURES USE i
DETAIL 04000,23.
.� GRAM
( P,�s`^`�iJDMPACTED FILL -
I 11 a" MNULW COVER 01tR SKIRT
HI ANCI. SKIRT AS DIRECTED BY ENCNEER
h SIDE VIEW I
I,�.
Ct aAfnt%q CYMATT
I �_ STANDARD SILT FENCE =��«13
ALL DISTURBED AREAS
March 1- August 31
September 10 - February28
-
3oW
e
Tall Fescue
ioN
Tag Fescue
tat
Centipede
Cen Pe _
tog
Centipede _
25#
Bemtudagiass (hulled) ...
35# _....Beanudagrass
(unhuUed)
5W#
FertilizeE
>Otn•
Fertilizer
4MOA1
limestone
4000# Limestone
WASTE AND BORROW AREAS
March 1- Au t 31
September 10 - February28
-5#
TaU Fescue
'S#
Tall Fescue
25#
�ry
Bermudagrass (huf
5#
Bertnudagrass (lmhuiled)
5W
FCltilizel
300#
Fertilizes
4000a Limestone
4Dxx limestone
Note: 50# of Bahiagras5 may be substituted ror either Centipede or BcTmudagmA s only uiton request.
On Cott and fill slopes 2:1 or steeper Centipede shall be applied at the rate of s Iblxm and add 20# of
Sericea IAspedcza from January 1 - December 3L
Fertilizer shall be (0-20-20 analysis. A different Analysis of fettilixer may be used prodded the 1-2 2
ratio is maintained and the rate of application adjusted to proside the same amount of plant food as a
10.20-20 analysis and as directed.
r
[)ETa6= VMBEa
PERMANENT SEEDING/MULCHING SPECIFICATIONS
sDR^1 rf
II,
is -or -,wm
BUT 2611-T TC XEFP
SEDIMENT ON SITE
300HIS,
CRAYrt CW NDCTIW MrxAA.rOa AUZ1, 1Ha
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}/
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.,NO
ROADWAY
7
I
33
r-s sl'OME To aE USED
(SURGE SiaNE OR RMLROAD BAWI.Sn
:.p
_ -
PA STREET.
W*-EVER is
,j'.
-Fi
�
GREATER.
lf/
-
-
T. I
PLAN VIEW
NEW
EASm.IO
NOAOrMY
�------_--�-7
j
MfarUM_. - __-,..____-__.._�
CONSTRUCTION
- -- ,
6.
_
- -.
TER FABRIC UNOER STONE
CROSS SECTION
CHo TTIAM CbItNTY
„ f„-,1-
�`"
STANDARD GRAVEL CONSTRUCTION ENTRANCE
nExAavmmP.a
baNLOIT
s:-IHBz : ar T
' -r
I I I - �� ISOMETRIC
I.- A MNWLfi (Y t sr-ZER
USE A 1a.tUtR1 OF 4 STAKES �.a\ J �Oe OP
ON LASLORE SOE DN OOWNSId'E sec ey*,
I- '`- r _,YAf�iWGaYO K .* Y agb � WATnE gyp.,,
�' YA+',-. z. .., .pi* 1<&.1. MA77MD .-� "'E ..
J, : t
CaW.D I " - I f . t (. 1) USE A IIRRMLM 12 NCl/ DIAMETER EXCELSIOR WATTLE.
I i,2) USE 24 NCI LO10 WOODEN STAKES WITH A 2•.2• NOWNAL CROSS
ELAN VIEW SECTION.
4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIECTED.
5) INSTALL A MINIMUM OF TWO UPSLOPE SIAKES AND I"
MN- 2 STAKES ON UPBIOPE MIN1M1 4 STAKES ON POWNSLM DOWNSLOPE STAKES AT AN ANLLE m WEDGE WATTLE TO GROUND
AT BOTTOM
CROSND a PROVIDE STAPLES MADE OF 0.125 NCH CIANIETR STEEL WWE
L- - - ) FOR ED INTO AS NOT Less THAN 12 INCHES IN LENGTH,
4 71 =
1 --1I -
r- f--�..
L L.. N57ALL sTAPtEs APPROIaMA1ELY EVERY T txiEAa FdOT ON BOTH I I s SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOL
'1!--- B) AFTER NSTALtADON OF STAM% CHINK AW SAPS BETWEEN
wTi••; IT WATTLE AND GROUND WTH MATTING
V-DITCH SECTION VIEW
IiEAVE STAPLES THROUGH ASNTOLE STAKES
IML 2 STAKES ON VAAOAE MNIYUN 4 STAKES ME` H CASING OS WATLE - T4 HA -
QI DOAMSLOE ...MLA. 5 1TATnE ONTO
M lit.
rAi0Ui0
D _ _ _ iA?fii�
'r'it .. -. , .. --il ,. -
MATTrIC
-11 .. ..... _ ...7
I-_
, yr_ _t<`, i -
I i
V d
srAlrEs
' -i :�'' A,TND
/nn - STAKE INSTALLMENT
TRAPE2dDAL DITCH - CROSS SECTION
,f"`cl sE(T ONE V EW
CHAntAM COCCI Y'
DESAB. Vi@RR
STANDARD WATTLE 20UW1K1
- SH}L: nor1
NCDENR SELF4NSPECTI04 PROGRAM
THE SEDIMENTATION POLLJTiON CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTMTIES INSPECT A PROJECT AFTER
EACH P-1ASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED_
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER
1.2010.
THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORI 3
PROr,RAM OF THE NPnF.r, ST0RMWATFR PFRMIT FOR rx)N.'RTRJJC.fInN AC:TIVITIFIR 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 LA14D QUALITY WEB SITE,
http:Npiortal.nedem.orgtwettlldemsion
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.
3. Install all temporary erosion control measures according to the information discussed drain the
P ry g g
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.
S. 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 disturber activity.
P g g Y
i permanent run cover sufficient restrain erosion immediate) following completion of
IN. Establish perma e t ground d co e s ent to e y g p
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).
21. 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.
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.SODDING INSTRUCTIONS
DETAIR NIMArA
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sFLELt T.rT
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
Impectlon records must Include:
bustnesshours
(2) fain gauge
Daillr
Daily rainfall amounts.
maintained in
It no dairy rain gauge observations are made during weekend a
good working
holiday periods, and no indivkival-day rainfall Information Is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a size inspection is
needed). Days on which no rainfall occurred shall be recorded as
'zero.' the permittee, may use another rain monitoring device
approved b the Division.
(2) E&SC
At least once per
1, kierinlicAtion of the measures inspected,
Measures
7 a days
calendar ys
2. tea and of the Inspection,
Da n p ,
and within 24
3. Name of the person performing the inspection,
hours are rain
A. Indication of whether the measures were operating
event? to Inch In
property,
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 of the discharge curtails inspected,
discharge
7calendar days
2. Date and time of the inspection, -
utfalls SDOs
o ( )
and with) 24
n
3. Name of the son performing tfie Inspection,
person pC 6
f
hours of grain
4. of indicators of stormwater Ilutim such as oil
Evidence po
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 shag be made:
and within 24
L Actions taken to clean up or stabilize the sediment that has teft
hours of rain
Ore site limits,
evert LID Inch In
it
2 Description, evidenceand date of corrective actions taken and
24 hours
3. An explanation as to the actions taken to control future
releases.
a
(51 Streams er
At least an r
once pe
If the stream or wetland has Increased visible sedimentation or a
wetlands onsae
7 calendar days
stream has visible increased turbidity from the construction
or offsh a
and within 24
activity, then a record of the following shall be made:
(where
hours of a ram
L Description, evidence and date of corrective actions taken, and
accessible)
evena 1.0 inch in
2. Recordsotthe required reports to the appropriate Division
24 hour
Regional office per Part IN, Section C, Item (2)(a) of this permit
of this permit.
(61 Ground
After each phase
L The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation ofstonn
measures
drainage facilities, completion of all land -disturbing
activity, Construction or redevelopment, permanent
ground cover).
-
2. Documentation required ground stabilization
h'
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
required
measures have been provided within
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
1 Documentation Requirements
(a) Each E&SC Measure has been installed
I Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
I 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
I initial installation of the 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 of the approved E&SC
I Plan or complete, date and sign an inspection
1 report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
i 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
I 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 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]
PART Ill
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Parm ittees shall report the following occurrences:
a Visible sediment deposition in a stream or wetland.
() p
b Oils ills if:
() p
- They are 25 gallons or more,
e They are less than 25 gallons but cannot be cleaned up within 24 hours,
e They cause sheen on surface waters (regardless of volume), or
e They are within 100 feet of surface waters (regardless of volume),
(a) Releases of hazardous substances in excess of reportable quantities under Section 322
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
800 reported to the Division's Emergency Response personnelat (800} 652 7956, ( )
858-0368 or [phone].
Occurrence
Reporting rtmeframes (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 ma waive the requirement for a written report on a
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case -by -case basis.
• If the stream is named on the NC 303(di list as impaired for sediment-
related causes, the permittee may be required to perform additional
monitoring, inspections or appiy more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters condMon&
(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
e A report at least ten days before the date of the bypass, If possible.
bypasses 140 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 140 CFR
• Wririn 7calendar daV4 a report that includes an evaluation of the
122.41(mH3)]
qualityand effect of the b ass_
(a) Noncompliance
a Within 24 hours, an oral or electronic notification.
with the conditions
W Within 7catendardays, 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 b expected to
environmentl40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122,41(p(7))
prevent reoccurrence of the noncompliance. (40 CFR 122.41(()(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis. - ----------
/'r f.•�•. NORTH CAROLINA
Environmental Quality
NCGO1 SELF -INSPECTION, IVECORDI EEPING AND REPORTING
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
it specifications on this plan sheet will result in the construction
Implementing kite details scat l ca
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 Timerframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeterdikes,
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 sto s
(} pe
ditches perimeter slopes and H W Zones
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flatter than 4:1
14
10 days for Falls Lake Watershed unless
there is zero slope
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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 round stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
1 Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of
techniques in the table below:
Temporary Stabilization
!m ry
e Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
e Rolled erosion control products with or
without temporary grass seed
e
Appropriately a fled straw or other mulch
Pp
e Plastic sheeting
Permanent Stabilization
i • Permanent grass seed covered with straw or
i other mulches and tackifiers
i• tieotextile fabrics such as permanent soil
reinforcement matting
?• Hydroseeding
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Shrubs or other permanent plantings covered
Pe P gs
i with mulch
i
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
I 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 ofApproved PAMSJFlocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
S. Apply flocculants at the concentrations specified in the NCDWR List of Approved
PAMS/lelocculants and in accordance with the manufacturer's instructions.
Provide ndin area for ontainme
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offsite.
S. Store flocculants in leak -proof conta
or surrounded by secondary containment structures.
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EQUIPMENT AND VEHICLE MAINTENANCE - Z
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).
S. 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 reasonablyavailable.
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, cleanup and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
Do not um paint and other liquid waste into storm drains streams or wetlands.
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2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
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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 ravel ad and surround with sand bags.
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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
Show stockpile locations on plans. Locate earthen -material stockpile areas at least
1. 5 p p rt p
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 beforedischar di
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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
n t I'regulationsnd at n a r approved facility.
a d sta a solid wastea a pp o
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.
S. 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
are reasonably available. At a minimum can be shown that no other alternatives y
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, sandbags or other temporary structural
components when no longer functional When utilizing alternative or proprietary
products, follow manufacturer's instructions.
work remove remaining leavin and dispose of
10. At the completion of the concrete , g leavings pa
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
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PESTICIDES AND RODENTiCIDES
HERBICIDES,
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
Store herbicides,sticides and rodenticides in their original containers with the
2pe
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.
HAZARDOU5 AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
r a containment.
2. Place hazardous waste containers undercover or in second c
secondary
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
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