NCC224131_Site Plan or Location Map_20221220

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CIRCLE 0SITE
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Wff5ThAMFT0N DR
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HUDSON
WOODS RDTS
VICINITY MAP
51TE DATA
PROJECT NAME
THE HAMPTON5 SUMMIT - LOT GGA
PREFAREK'5 CONTACT INFORMATION
JONES * CN055EN ENGINEERING, PLLC
P.O. BOX I OG2
APEX, NORTH CAROLINA 27502
PHONE - (91 9) 387-1 174
FAX - (01 9) 387-3375
CONTACT PERSON - PETER D. CN055EN
OWNER 1 DEVELOPER CONTACT INFORMATION
5AGE BUILT, LLC
204E ENERGY DRIVE
APEX, NORTH CAROLINA 27502
PHONE - (91 9) G 14-9780
CONTACT PERSON - HARRY KROHN
STREET ADDRE55
170 MOUNTAINTOP CIRCLE
CHATHAM COUNTY PIN
9773-00-08-258G
TOTAL AREA
G.3 1 ACRES
DISTURBED AREA
2.53 ACRE (123,323 5F)
PROPOSED USE
SINGLE-FAMILY LOT
RIVER BA51N
CAPE FIfAR
WATERSHED
JORDAN LAKE - PROTECTED
FEMA FLOODPLAIN INFORMATION
MAP #371 0977300J (DATED 02-02-2007)
PROJECT 15 NOT WITHIN 100 YEAR FLOODPLAIN.
NOTES:
I . ALL MATE RIAL5 AND METH0D5 OF CONSTRUCTION 5HALL 13E IN ACCORDANCE WITH CHATHAM
COUNTY 5TANDARDS AND 5PECIFICATION5.
2. BOUNDARY AND LOT INFORMATION WAS TAKEN FROM A DIGITAL nLE5 PROVIDED BY GRIFFIN
LAND SURVEYING, INC.
3. TOPOGRAPHIC INFORMATION WA5 TAKEN FROM CHATHAM COUNTY GI5 DIGITAL INFORMATION.
4. N❑ FEMA MAPPED FLOOD PLAIN5 EXI5T ON TH15 SITE PER FEMA MAP NUMBER5 371 0977300J
DATED FEBRUAKY 2, 2007,
5. THE TOTAL DISTURBED AREA IS 123,323 5F (2.83 ACRE).
G. ER0510N CONTROL MEA5URE5 CONS15TING OF TEMPORARY CONSTRUCTION ENTRANCE AND
SILT FENCE SHALL BE INSTALLED IN BEST LOCATIONS BASED ON FIELD CONDITIONS.
7. THE BUILDER SHALL BE RE51`01151BLE FOR INSTALLATION AND MAINTENANCE OF EROSION
CONTROL MEASURE5.
8. ALL NEW GRADING SHALL PROVIDE 5LOFE5 CONSTRUCTION AT 3,1 OR FLATTER, 5LOFE5
CONSTRUCTED AT 2: 1 ARE ALLOWED BUT 5HALL BE ADEQUATELY 5TABILI2E❑ WITH VEGETATIVE
COVER OR BY USING MECHANICAL DEVICES, STRUCTURAL DEVICES OR LINERS If NECE55ARY.
9.. ANY DITCHES OR AREAS NEEDING STABILIZATION SHALL BE PROTECTED USING C-1 25 LINING OR
EQUIVALENT.
10. THE AREA DISTURBED BY INSTALLATION OF THE DRIVEWAY PIPE SHALL BE STABILIZED WITH
TEMPORARY 5EED AND ER0510N CONTROL MATTING IMMEDIATELY FOLLOWING CONSTRUCTION.
EROSION CONTROL MATTING SHALL CON515T OF EXCEL5IOR OR EQUIVALENT INSTALLED TO
MANUFACTURERS 5PECIFICATION5.
1 1. FROJECT SHALL SUBMIT DOCUMENTATION REQUIRED UNDER THE 51TE NPDE5 5TORMWATER
PERMIT FOR CONSTRUCTION ACTIVITY (NCGO 10000) AND FOLLOW ALL MAINTENANCE
REQUIREMENTS.
LEGEND
SILT FENCE
x x x
LIMITS OF: DISTURBANCE � I � 1
CON5TRUCTIQN ENTfzANCE
SILT PENCE OUTLET
NARRATIVE:
THE PURF05E OF THIS PLAN 15 TO APPROVE THE EROSION
CONTROL FOR HOUSE CONSTRUCTION ON THE HAMPTON5
SUMMIT - LOT EGA.
0 25 50 100
GRAPHIC SCALE
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221 N. SAL.EM ST.
Sum 001
PO Box 1062
APM NC 27502
Office: 919 387-1174
Registration: P-0151
www.jonesc iosm aom
1 "=50' 1 PDC
51�PTEMBER 26, 2022 I
1 1/ 1 5/22 11 st EC REVIEW
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_ S`I'AN ..)A_D ONCRETE/PAINT'WASHOUT
114E A FAB{IL4WA LY 2 STAKES
1-USE k M{[.MEDLI OF a StAlr,¢S
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lj USE A M'NPMIJM 12 INCH DIANEf[E.R EXfXll.SOIi WATTLE,
2) USE 24 INCH LONG WOODEN STAKES WITH A 2->•2' NOMINAL CROSS
SECTION,
4) INSTALL WATTLE(5) TO A HEIGHT ON ,LOPE W FLOW WILL NOT
1YASH AROUND WATTLE AND WWR SLOPES, OR AS DIRECTED,
3) INSTALS. A MINIMUM OF TWO UPSLOPE STAKES AND VWR
DOANSLOPE STAKES AT AN ANGLE TO WEDGE. WAr1LE TO GROUND
AT 60TTOML '..
6) PROVIDE STAPLES MADE OF 6.125 INCH DIAMETER STEEL WIRE
C
FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN IFJJGYN.
?) FNSTALL STAPLES APPROXIMATELY EVERY {LINEAR FOOT ON BOTH
EACH Y SF A AN AT H ❑ DOTE I TO THE SG I]ES OF W TTI-E D EA. EN TO SEC L
T N , N F "" CHINK Y GAF'T' �TWP 8 AFTER 15 ALLA-i0 D akAPLE.a CH AN .' DE _EN
F
WATTLE 010 GROUNO SMTH MATTING. '
V-DITCH 5E014N VIEW
STARES
WAVE SFAPLES THFO14H
ANGLE STA,(E.S
ST
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MIN, ° P M . 2 STA]CF_5 aK .v"A.JPE
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STANDARD WATTLE m3� gift
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�VHRESIDENTI.AL
CONSTRUCTION ENTRANCE �f�•Llh�:l
I�AS
ALL DIS'1'UR.iF3Ei) AREAS
_
T March 1- Jlllffm. 31
SpLeznber 10 - February 28
a -1211 Fesrve
509
-•all Fescue
f6= ceiltipe&
Ina
ctil£tpf-de
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.13eruiuda�ass (unh+}lled)
59t i t eaialix(I
50E)Y
Feztilim:
irJal)'� ,Lint+_Stolle
Ala#
,Limestone
WAST'EE AND BORROW ARE -AS
l larch 1 - _AualuustJ31
September tQ - February 28
Tall Fescue
':,- Tsll Fescue
TS# Bemzudagal'ass (flVdled)
25- Bermudagras2t (unlyulled)
50tio Fertilizer
SPOT-- PertihZe.1
l $? 5
'1 z to
fKl J l li 1P. FTC
1 �• 4)Ra
apP9� l.lri C . F
i t tc: SOP or Balliagt`«5, ma} be sklhsdulted f )r e:itkler Clcaltipecle (Ir only Upon request.
On cut Dull Lill slopcs 2.1 or stecper CE-kitillcdc shall be apl ]Died at the rate of 5 lblacre anti add 211# oC
I
selycea Le"'pede,'r-a k.roIll j:l.maari' 1 .. De:r..einlicr 3 f.,
Fe shall be I0-20-21) a,iAy,,is. A different ,I LiApis of fen ilLit.-r may 1]e asEd pvovidcrl the I-2-2
ratio is Tnairirvtned and the rate o.1 applic-ation adiustl:d to providc the sw7z: ,iniovm of plarit food as I
10-20•20 ttm4sis and as, di,ectl:d.
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PERMANENT SEEDING/M.ULICHING SPECIFICATIONS
8'-0" MAXIMUM
VARIABLE: AS UIRECTED BY THE ENONEER STEEL POST
s,
S!LT FENCE. FABRIC
MINIMUM lU GAUGE - iN5TALLEq T'J SiC{3,N
LINF_ WIRES M1141MUM F2f2 GF.u3E
[ WRE FROM TOP
iNT'ERMEDIA
1 rE WIRES
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WMEDIATt:LY 1VlitiNTEARS. t OEX-.'S
SA(3CFINO) CCII-LAJ'SL', OR 011WR
uLPFCWNCLs F)LIND. 1 FRQNI I W -
a,IHErWSIO'C111713I,rA3Y'S1-rEIWSIL'I'
FENCE IS AVPROX IMAIELY 6 MONTHS,
[)FIT-RIOR-1,n 3IUFE9:NC•T,MI1 91'RT? -- -
RTsf'E..?kC'M1., '- -
STEES L PT
[.,'111N.FMALN0'11kg: __.._ WOVEN WIRE FABRIC
I. USE, SILT FENC1E.fYNLY'W'11EN 12RAINAGH AEi[;A IMIT'r, N[lI'1i7:CJi(i1.7 I/a
FENCE c
•rSlLT FEN �c RI r L tl• A - N A I;L PER f .>n I.11• ., Ii. k'!. (JP i'i:JrLL. Ah1i NF.V F:li t. ril(Y.AS Ol•
f
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2, NEV ER INS PAK,I, SILT FLsNC:FE IN N'C: rtANDS LLYI.F$S APPKOV.AI.., FI AS
6Er-7'1 RF.(:ETV F:I) TP DO STJ FROM APPROPRIATE AORNO S. q
OVTSRLAP !R INO1L'S WTiEN SPL.10 NO FA MU C. ;� €
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INCHES fIP N('Wy1-t5 OR t15? WAS Ii ST CP., tL i{: HRN NEIJi t1'11._L RLf'r - .,. � . _ . GR �
PARALLEL TO WE t?F I+F:,NCF
4- FQA REFA [it OP Sri A f F,N('F'. VAFUTRPS. VSI:: 31I'r P!d (1: ( U 1:1,EJ M``1'A[1- COMPACTED FILL
200r,(11t. r s' MINIMUM C4VEP OVER SKIRT
7AIA)' HALI:__� ARIL I'll Yr A $t ll{fi'T111 1T H E'CIR Srr,T r,IstiC'1')
-ANCHOR SKIRT AS DIREL"TEE) NY ENd,'NEER
CH Pif M AM COUN I-Y
1,!'. rV I. ^1 fiat nu
' STANDARD SILT FENCE
........ ._..... -.....................................
Reg,Pn of - F �•`�s or K!ielme ....nor: ir.,�..... .Tdlar?afnnrr
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THE NCDEQ DEMLR EROSION
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- SODDING INSTRUCTIONS
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STANDARD MATTING INSTALLATION zarR-UEU
CHATHAMC<sl Iry
Species
Rate (Ili/acre)
Dates
Rare (grain)
2 umLml les edeza ,'obe
120
50
j(In.uaxy 1 May 1
Geri- aii Tilillet
'4'0
May 1 -' August 15
Rye (T:.li1T)
120
A!_z ilst 15 - Dec-eii)ber 31
Soil AmmdlTlenIts
Follow recrlFY7nTcnflarinns clkoil rt;sra oi- apple 2,000 IN acre groullri al;ricllllurx]
lvnesFane and 750 Ib'acre 10-Ill-10 fertilir..er.
Mil lcb
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anchoring upol, A d1St with bladce Set ncofl}' straight call 1.xc used wr a mil1rh 2achoring
t±,{71.
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fulinwing elxssinn ov {)thcr claala,ri�.
TEMPORARY SEEDING/ MULC1:':1ING SPECIFICATIONS aR1sRaD
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�!IEFT 1 r•F 1
FILTER OF i INCH DIAMETER o
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P 57 WASHED STONENam '`�.
FAMC e y �P��•a�.1;�N:.,
SILT FENCE TO OVERLAP
HARDWARE CLOTH BY 12 INCHES � •`EC,''•r' o°..) t;�.,c�n�a ;,tR'` y r, �� i+4
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PARE FENCE-^. HARDWARE f ! 004 STEEL FENCE POST
E 5E T PENCE FABR C L ON WIRE r F EN E
HARDWARE CLOTH-•'�._ � K1itE FENCE .,
FILTER OF ! INCH DIAMETERPLAN VIEWUam
57 WASHED STONE -• ULT FLFJCE 01METS ONLi WHE1I
3 x. DRAINAGE AREA GOES NUT EXCEED f r4
ACRE AND THERE IS A LOW AREA. USE
ROW D1Rf.C'14N r 18 AS A REPAIR OF SILT FENCE FAILURES.
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IIARUWARE CLOTH-y MAXIMUM 2 FEET APAR W.'1R.RE FT..}3CE
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FRONT VIEW TRENC�rvCE FABRIC 5 INCHES IIdTq
THE
CHAR TIAI'A CI;UNrrY
STANDARD SILT FENCE OUT IXT
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MA1NT_'13NAN(,E NOTES;
I, INSPEX.I1',kiAT NC; tC'EEXL Y AND A f rff-, K S I (; IN IFICLAN TRAIN L1 }.+,p.1S. RI0'AIR i.1VVLOiArF.1.Y.
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STAANDARD MATTING INSTALLATION (SLOPES)
F}i(rF,Fl-\I:\fRRN
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7777777
Chatham County
Sample Residential Construction Sequence
1. SILK bmit a Land Disturbing Permit Application at feast 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. Insta11 ail 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 [nod working order. Silt fence, inlet
ti n a Td ther similar measures must Lae cleaned out when the are half full. Cln ed silt protec o r o y gg
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 coves- sufficient to restrain erasion cn 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 hack 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
1 r field b Chatham Count Watershed Protection Department staff (approved Field Revision).
y Y P (pP 1
11. od•fications to the a roved and er itted Ians shall be a raved b Chatham Count � I �
, pP p pp y y
P
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 pP
or an cans approved Field Revision.
P
12. Once grading and construction activities are complete, temporary measures are remove
d, and
the site is stabilized call Chatham County Watershed Protection Division staff to schedule the
final inspection.
11 Once the final inspection is complete the permit will be closed and no additional ground
disturbing activities can occur.
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221 N. SALEM ST.
SUITE D01
PO Box 1062
APEx, NC 27502
Office: 919-367-1174
Registration: P-0151
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5EPTEMDER 2G, 2022
I 1 � 15/22 1 UPDATED DETAIL5
2
223G

NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
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.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off-site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
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.
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
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.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
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.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
(b) High Quality Water
(HQW) Zones
(c) Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d) Slopes 3:1 to 4:1
(e) Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
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.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
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:
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 III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].