20220414_Mine_Maps_low_res

PROJECT CONTACT INFORMATION
CNIL ENGINEER
�"�^w •nsvvaren s
a.mr.�om.
MINING PLANS
FOR
THOMAS STANLEY GRADING, INC.
STUMP BURIAL CELLS
STOKESDALE
GUILFORD COUNTY -NORTH CAROLINA
OWNER:
THOMAS STANLEY GRADING, INC.
PHONE: [phone] EXT. 135
APRIL 2022
FAII mt�_
VICINITY MAP.
15.
Know21 s below.
Call before you dig.
DRAWING INDEX
1
CPT ctNron,,haw
2
WIN Panne Map
3
Mining Perna Mep
4
Mi-o Perm,[Map
5
Mming Perms Map
e
Redama5on Plan
EGi
EC2
Erosion Cotarol Plan Drainage Areas
Erosion CoaW Plan
E0
Erosion C- Plan
ECa
Erosion Gonlml Plan
Di
Erostoa CWol arDe tails
D2
E-. Control D:.
D3
Eroabn Cararol "atolls
D3
r. Comrd Detasa
9
,Op1N CAq�`
4AM
IL
O
CPT
c,ovWA
SHEET
SCALE. N.T.A-
DATE. 4A11"
PRO.ECT. 1424-16
DRAAN BY. je
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NARRATIVE 4 VEVEI OF'MENT p RL SIONS
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AREA
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APPLICANT INFORMATION.
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MTW C.ONTaR
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PRCPIX.M c1mom
00
V6AA MW,E LIMTS
l PEFMT EOUDARY
51A6E I PERhHT AREA
SRE AODRP-4
StA6E 2 FERWT AREAHXT9AAE Ta
\ \ NMN GROt1N0YKf�P
MINE NA $CALF I' a IOO'
GRAPHIC SCALE DATE 4A122
9
PRO.ECT I42b-*
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REVISIONS
tlQS.�ARDINe eTREA/M re++ ne.. neN
- 7A
STAG 2 • � . VICINITY MN.
0 o SEDIM NT
o II J' ' U �\o �\ B. SIN C-i .
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o
/ SEDIMENT '�o E
. —'°� �/ . ❑ BASIN ,; �'' NE
]._..—.._. E—————-L-- —-�' STAGE
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SEDIMENT
2 �g 2
_ .
` r S.nu TAGE BASIN
-low_.._..— — Z; n
STUMP
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r,
— — "CELL#3 -- A
TUMP
—
j \\ \ r TUMP
rj
\ ;� \ �:, TEMPORARY '
r \•.\ `�.''\.r, �' �- STOCKPILE ELL#1
,• p ! STAGE
-- STAGEMINE SEDIWE
PERMIT BAD" � oa :�
LIMITS =' =O
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---- \
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El
&*M AP IES`_
- plmPosFv coxrcuR Rio ml W, NT-. r>e
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D1511. ,E LWITS R1 CAIWLM
. •_ .-- - ._.�____ •i:• �l.C�—._.f __ .._._____ —_ IPHd•9r BpROARY SCALE, I'. IW
LLII [ GRAPHIC SCALE DATE. 4AV22
PROJECT, 142b-*
1 W IRf I DRAM 5', .6
3

I
I
-
\ - - 901 1
\ F
STAGE 1
MINE
91C 1
Mos _
(PERMIT , .
�1B LIMITS
STQGR--
OTHE
_
¢.
(TYPICAL)
CONTROL
0.18 AC.
NOTE: SEE EROSION
;CONTROL PLAN FOR
PROVIpE T
INbIONS
VICINITY MAP.
STAGE 1
TEMPORARY
STOCKPILE
1.52 ACRES.
NOTE: THIS 1.52 ACRES IS
COMMON TO BOTH STAGE
1 AND STAGE 2. IT
NOT
INCLUDED IN THE STAGE
2 PERMIT AREAS SINCE IT
'
�e
S ALREADY
-_ INCLUDED IN
'
THE STAGE 1 AREAS.
,
SEAL
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SPACEIJ'i ' ON CENTER ,; uzPA9G, o o�PAP,.n '? /� CTFIII -TON TAt ILI
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= LATE6pgy - CLRRBIT APi4OTED ` - — — -- — — — — — — — — \\ � \
I
ST GE 1 \ DETAILED EROSION PROTE ION j
IRMIT ; CONTROL REQUIREMENTS
�p �v
/ I LIMITS '
(TYPICAL)
1 I v ( e e i• \ \ Ta
1 ---1:`STAGE 1 \
1 1 STAGE 1 ' \ ,- PROCESSING ';
1 1 TEMPORARY STA E 1 \ `
STAGE 1 DIVERSION BERM SEDIMNT._ & HAUORIOAC
\o MINE tXCAVATION
Lp 2.82 AC. -- -
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SCALE, I' = IDO'
Hale o Ia DATE, 4/II/12
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PFMCTI O C REA TO TOTAL AFFECTED \
ACREASE AFl¢LTm ALRE S E TOTAL ACREAM
la ,
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RC+/1910k:
I SEDBA EST W _—
SIN - �u - --
0. W STNEY � �f0 —
Sipgtpy,e K � • a
STAGE 2 � � -- � � 1
SEDIMENT "° ,yrrr� —
BASIN ��Dl '�rp� $TAQE 2 wuwTr MAP:
0�44 AG MINE PERMIT LIMITS',
urr(rtrrrr " (TYPICAL) j�—
STAGE 2
TEMAORARY
M STN.FI —
DIVER'S( N BERM
7'��
eazs "n ; r ��'1� STAGE Z o
aeo S2 I it �� SEDIMENT. BASIN
�305.61 900 I nM1 ', I 0.27 AC.
1� ' y
81. Blo = __ STAGE 2
� , ------- JJJJJJ 6d
_ _ - ` \ �LJ Z
B. RI
3a -- ---- 'S! 918 CELL#3
STAGE 2 MINE EXCAVATION STAGE 2` rrq�7rrr�
STUMP - $ 4
6.01. AC. BURIAL
\\ ; CELL#2
\� m STAGE 1 �✓/\ �f
STUMP /
BURIALI�
CELL#1 I �, „ v
Nq
TO SCALE :I
-- - STA E 2 `W w
PROCESSING ���
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1 I - / , / " owa moK, oPg. ome
I Q = IL V
/ STAGE 2
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O� r /MINE" � o
EXISTING 24- HDPP - _ _ TTov923.8.ft tt' t0\ . LIMITS
ICAL(TYS)
IV TBM1tW DIVH510N E8A1
len INi m, OO / % _ l9fORARY SILT FEWE
yTOr.E'IJNi NG 7P 5T. �% / BD5m CONfOUt - — — — - -oo -
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neea Boot: �� 4650 I A F91M� BOtWARY NN19VfyFfytpKyp
Spt Gv _ TOVBt 39Y�TION -"
CEll FlMSNOMDE AT CLOSE dIT - / / \ I LEYLmD CYPRY O
....... - _ AGE 2/ - \I SCALE. AV22 '
YCAIJD C PRUS \ DATE, ,lr�
\ GRAPHIC SCALE
/S(�ACE� 12' ON CENTER \ PROJECT. "
(TYPICAL) m DRA3w Br, 8
STUMP BUf11AL CELL EXCAVATION DETAIL (NTS) TEMPORARY DIVERSION CHANNEL(NTS)
SIffT 5

e v.LrMAT10N Sc s1NrE
REVISIONS
RAO
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.aqa wua "`w"se. w.m. s..•oartq�•.mx.w: - -O Q �'. VILINITY MAP.
NOTE
•• T�p�N_BFE MMMAN iF4WR'`RY SEDIMFM1 OONOT EASnNc SiANDOf i4TURE
'•wp)r T�IfEOf Tr".—L N.-NOT O HMDWOOD TREES WFIHHI -
• /! y�-� ` PFMpyE SR ytDglR L SPECIAUS FgOM 1NE BUFFER LO SERVE A9
v aou .tic win F�r�. o rK L (f L I _ \ CFO EPOS M' %, MD E TLIai P.E.MS<=,£ =ter
yLT AND^„PULE BAFREBA$ l� I
n NECEaGAPY TOM NT BASEFFlGENLT !�v/• �rym _
'� ❑ L!V \ NMO�TEMP SFD MEM BASH M LNTL7 TF,E Rv3 LY FENCE
•.mac tGw gIbATO FPwnIF I,fMmF FRq+N,°e MP PRc`w. FyLN EXUVAf10NANp PFSEFD THROU ON TH€UfE OF THE 4
` PER SPECS - OPEMnON DO NOT REMOVE SLT i
FENLEW ROUT PERMSSAN FROM
NCDEOEROSONOONTROL O p T.aerwnTwca+� uv., a wsn.®R erl+u R �FT{� q I a'-� r O \n\ NOTE MUNTAIN M Q \ / sPEGNUBT (TRICAL ALL SILT PENCE) a ■
S �r=±y= ^ top' WIDE BUFFEq iO RFJAMN FS h4
IILJYrL-11 '•� REFIOA TTHE LfE�TEIE N..." RTHE UFE OF THE F
REMOVE BASNWRNgR PEq�`ION FROM THE � MNr OOPEM110N PFOI
_ NCDEO EROS ON fgNrgOL6 I6l PEMDVE ` NMTREEUNEAFTER
'DC ` .. 1 �� SOOIIMIAAT, I. ANp 1
No
mA, J P NECESB�CV.TO'�tLMMAN ByNFIEN� MNE pERMR BOUNDAm �� �qf
.. CZ ` .REMoGE,Ep �Ts y FYI—) 4M MNTEAroacnv SMI J
xsw RpucnolrF TNf uFf of rRE E
.RcwaVr TieLwo+e rvusr won= nO '`—L] FILL IN E%fiVgTp MORESEO / - O`—T PE NN1-T GROM MBg4W
O ^ �/ — NUU TEMPORARYSILT RODEO EPOSbN—ROLSPE—ST i 4
Y / r•'�G O VV (: PE SPECS f FENCE TNRDVOrtdli s
Wes. p �/ iq ux
- ECWAATON REMDVEALCUMLUTEOSILI—
.. — — _ _ _ _ _ RERACE BA.FLES M NELESSARv i0 _
I{ YMNTAN BASNEFFlGENCV
1 +• // REIRDVFTFMP 9TL MENt BA,4W FlLL N
f1 pFA NO L $TABIIJ3E ILID SOIL
I
n RESEED PER Map REPER SPECS
'v ,^F - I I • •�_ _ r VEOETATISON RO
- -r •_— /_ � -�..L1 A - q q- -- ,,,,, .-. - +. I � _ .\ NAgDY.000 TPaEs
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T.
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_ .. — .. — .. _ :^r= �. / . • \ • L sTAD iclD saL `E,°L�QoFe�E•��'�a,�
VE111TON OF \ 'r
/ j . • \ ` Z.-U.no sDlL awvFt ,1/—/7 ' MI�1
OF EXImNO AREA / r_-r NOTE ATM/MERSPLION. Tf - \ •\ :\,.'ti`�. v QEfq oR ,,r ///
1 F • \EwsrNB PARHN G ARFAs onanE , I
vEai BAivE STABI ON uL L� ZEwsnNo oiuv4\• l \• \-'*.�,` L ///
I—ORF SWPEsgnoum EDU PMEM AwunD;�J
L/�' 1 ,I OINERD STURBEDAREAB NDT \ /f , `_`_
�,, may, OIlT SLOPE 51ULLN0 DRE _ STABILIZED BYGMYEI OR \ \.�• R I�
OI SLOPE BEENV SEEDVlG 1 1 f r -- pAVFMFM 5HML 8E 5TAbLEFD BV •�• I \ p@� /,$.i(�'
VNSIIOAnpN6gYDIMVfGETAnVE VEGETATrvE NEWS .•'' "-_\ \-_ _ _• � - '�. �P � �`' `/
STABIULLTWN ANv sNReEOAREAs 1 I •- S ARI
.—SEETABLDF / TREGRouND I �Lw •\' 0
I -
\ ' WSlINO GRAVEL
COVER SCHEDULE EgPRROVEO - I - EOUIPMDYi PAFAINO�
I
ERQSI PALPW! `.61 :.1
I _
r �YTER NEW TPEE 11NE '� •` r'
NG
_ N i5 T >+• wl \ / /i' BUFTFA TOSEMEA9
..'+a _ - - •'\ N• / I. VEOFTATrvE SCREEN z
// Js I T55 _____'_ _._--- �YK P❑NIR BOINDAPY _
a
/ - EEmLe aF D rvFEES �, a 2
~� O / / / j• .FE£TOFFOP PROPER UNE '
, � MNutM 2•uLN+ER TRUNK _ L �
D I AGFFEET MAM - / 9NOL�ROw OF LEYlENO OYPIIE53 / _�
I 1 ��� 'b "r` • \. \ / MI FEET OFF OF PROPERTY LBE \ U Z
/• �Wjr" 1 r TX 8n GSTPND OF IMTURE- U R ETFMP BEDIMEM BASIN . MIMMOM 2'GIiLIPER TRUNK 1I1
O I ,/ `�'; •- --� 'q'. TIARDN'OODTREESON F41 W E%CAVATIAN AND RESEED , • � EXIST O STAND MAW .- DAM R SPACE 12 F O
/ 1 ,t ADIACEM PPOpERtt TO FLfl/'555ypppffflE�S HAPONOOp TREESON IC
\ ., 1 ,� FAVEASVFOETATNE SCREEN _ NOTE MANiANTEMPo(L�0.Y SEDIMEM W w'�""•"a'F, ACENT PROPERtt TO \4 ,
�F••II 3ERu VEGETATME SCR (' _❑ 1 . ❑ - V T•V+WGHSSI THE UFE OFTHE OPEMiION DO NOT" F•EN . .\
RELIOVE BAS N. - Iff PERMISSION FTbM THE ' ' • \
W ne
ww
'-• n[pE0 EPOS ON GONTPOL SPECUU6T BEHAVE
ACCUMU.ATEO SILT ANO REPLACE
�)/`�///��O \ � 4 •IT' TO LMINTAN BASIN
,••..••/" 2 S •; - 1 . ` o v EGEiTM carraa
�• , -1 ! S� �'j: •r.r \ ��5® LOMrOLR 430 NMIMIP rAE191,
o c�
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T BQSdJMY 51-ALE 1- e ba
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REAVONS
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uc
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---- �/DA
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AREA BOUNDARY
. � 1 1. f - [ I," .. 1;11 � - , -, - <-- v o►F / / `� '\ 1 \ '-\ \ 6R\AINAGEAREA BOUNDA�Y 111 _ DA=2.86 AC.
/l•. 11 111 1� ____�-:; ----- -\•- •-\ 1• ` \...\ ♦ f♦ I �..:1 �,qp-
T ' 1 DRAINAGE AREA TOBASIN;2.35AC '�\c�-
/'% DISTURBED AREA TO BASIN:2.35Ad. �•\ TEMP.SKIMI�ER '\ '•��- _ ..O
-------------
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RAINAGE.gfA - _717
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TEMPORARY SILT FENCE
SILT FENCE
INLET PROTECTION
I
STABILIZED CONSTRUCTION ENTRANCE
2Y SKIMMER DETAIL
PROVIDE OUTLET ORIFICE PER PLAN
PS
51ECTIVE VIEW un
4
M� M1p
EM VIEW FRONT VIEW"�
15' SKIMMER DETAIL
PROVIDE OUTLET ORIFICE PER PLAN
KkXIIMB � i 0 BE
iGIM �! FENCE MI
sac 1[. oNnf .
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I SILT FENCE OUTLET
l PLAN SYMBOL: SFO
SEAL
1498E
4/II/32
EROSION
CONTROL
DETAILS
SCALE. N T.5
DATE: 4/II/27
PRO,PCT, 14J6-18
DRAM BY:,UAg
— D1

ROLLED EROSION CONTROL PRODUCTS (REGP) DETAIL
(NOT TO SCALE)
CPPFFDIFP aoi 2
' I
FIOP
I III 11 III _ _
II _
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TEMPORARY DIVERSION BERM
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TEhPORARY SLOPE DRAIN
N.T5
STAPLE
® ® PATTERN QDIDE
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INT MD d W SSCD SLdES�NTN,1iP�a � �ICIN fACLN a>e
� � d S,Ef10E
GENRE 51.OPE9 S1>sP SLOPES
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TEMPORARY SEEDINS SPECIFICATIONS
a aa>� wu MY+•.a
EROSION
CONTROL
DETAILS
SCALE, NMS.
DATE, anus
PRO,ELT, 14.-I6
DRAM BY, JAB
- D2

REV 1510N5
GROUND STABILIZATION AND MATERIALS HANDLING Vn COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT will resin t in
Implementing the details ands specifications on this plan sheet the construction
li
activity being considered the Ground Stabilization and Materials Handling
g
F,respectively).
compliant with
sections of the NCG01 Construction General Permit (Sections E and
The
approved
permittee shall comply with the Erosion and Sediment ControlP by the
delegated authority having jurisdiction. All details and specifiicationshown on this sheet
authority having
may not apply depending on site conditions and the delegated jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timefrrmes
Stabilize within this
eframe v
Site Area Description many calendar Tim anations
days after ceasing
Land disturbance
(a) Perimeter dikes, None
swales, ditches, and 7
Perimeter slopes
(b) High Quality Water None
(HOW) Zones 7
l o e I
(c) Slopes steeper than If slopes aret� ength and are
7 than 1:55 n11, 14 days
3:1 not steeper are
allowed
-7 days for slopesgreater than SO' 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 HOW
Zones
-10 days for Falls lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes ditches, perimeter slopes and HOW Zones
flatter than 4:1 14 -10 days for Falls Lake Watershed unless
there is zerosloPe
Note: After the permanent cessation of construction activides, 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 thelast land disturbing
activity. Temporary ground stabilization shall be maintained Ina manner to render the
surface stable against accelerated erosion until permanent ground stabilization Is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tacklfiers
other mulches and ucklBers
• Hydroseeding
• Geote»Ile fabrkssuch as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly disMbuted ground cover
sufficient to mstralnerosion
• structural methods such as concrete, asphalt or
retafning walls
• Rolled erosion control products with rassseed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR 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 NCDWR List Of Approved
PAMS/Foocculants and in accordance with the manufacturer's Instructions.
4. Provide ponding area for containment of treated Stonnwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE-
1, Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
1. Never bury or burn waste. Place litter and debris 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
areas and does not drat from upland n
directlydrain stream m or wetland.
to a storm
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.
S. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
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 properlydispose 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.
ONSITE CONCRETT "'11MpUT
STRUCTURE VI R La[R
T
sg -
c 6,491,msrmcn.RE Aanvr MA%aY ;t% .�.
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
fated
c mat
erials ter as gals lace the mixer and on impervious
additionp pervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts P er 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. Uquid 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, sandbags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10, At the completion of the concrete work, remove remaining leavings and dispose of
In an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides In accordance with label
restrictions.
2. Store herbicides, pesticides and rodendcides 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 leakinto 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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19
i�
pip
OP10 c:AgO<i
SEAL
a9&1 2I
z
9 A.
8/5/21
DETAIL6
5CAL.E kT5.
DATE. 6/5/11
PROJECT 1634-15
DRAriN BT JAB
SNEE D4

PART III
SELF414SPECTION, RECORDKEEPING AND REPORTIWG
SECTION A: SELF -INSPECTION
Self -Inspections are required during normal business hours In the safe to with the table
below. When adverse weather or site conditions would caul ty of the Inspection
until the n
personnel to be In Jeopardy, the Inspection may be delayed business day on
which It Is safe to perform the inspection. In addition, when a tO care see fevent of equal to or
greater than 1.0 inch occurs outside of normal business hours, nspection shall be
�ytime
performed upon the commencement of the next business day' a when Inspections
were delayed shall be noted in the Inspection Record.
Include
Frequenp
Inspect
Iduring normal
Inspection records must
business Awrs
Daily nInrall am"" grt mad
If no daily rain gauge obwwaodrd a during weekend
(1) Rain gauge
malnulned �n
Daily
good working
or
holiday periods, end 'a Iodhesu day rainfall Information Is
measurement
order
available, record the cumulative ram
for those Sin.
do a Site
attended clan (..it this will Inspau lan Is
no rak"a otcwred shall be
needed). Days on which recorded as
'e ' The permitteemay use another rain -monitoring device
SEE rowcl b the Dr4l n
measures wpect
(Z) E&SC
Measures
At least once per
7calendar days
1. IdenUlkatIon oftht
2. Date and time of the Inspedlen,
and within 24
3. Name of the person pargaming the inattention,
hours of a nin
4. Indication of whether the meawns were operating
event 1.01nch In
24 hours
properly,
5. Description of malntemnte needs"' the measure,
6. Description. evidence, and danofcorrectlw actions taken.
1. Identification of the discharge o^Ifatls Inspected,
(dluh3)slormwrter
At le an once per
arge
7 calendar days
2. Date and time of the Inspector,
outtalk lSDOs)
and within 24
3. Name of the person pedomugthelnspection,
hours of is rain
4. Evidence of Indkators'to-"" pollution such as on
event 11.0 inch In
sheen, floating or suspended inidsor discoloration,
24 hours
S. Indication of visible sed,MW wahnl the site,
6. Description. evidence, and data ofronealve actions taken.
(4)Perimeter of
At lout once par
If visible sedimentation b found outsde site limits, then a record
Idea
7calendar days
onthe following shall be made
and within 24
1. Actions taken to dean up astalabe the sediment that has left
hours of a rain
the she Omits,
events 2.01nch in
2. Description,evideaA and dateofwnectiw actions taken, and
24 hours
3. An exphnet,-as" the a.. -'In to control future
eleasea
(5)Streams or
At least once per
lithe stream or wetland has increased visible setllmentation ors
wedandsonsite
7calendar days
stream has visible Increased turbidin from the construction
or ofhla
and within 24
artMty, then a record ofthe following shag be made:
(where
hours of a nm
1. Desorption, evidence and date of corrective actions taken, and
accessible)
event 2.0 inch In
2. Records ofthe required rhxns to the appropriate Division
24 hours
Regional Office per Pan ill, aeNm C, tem(2Ka) of this permit
Of this permit.
(6)Ground
After each phase
1. The phase of Spacing pnnallatan or perimeter E&SC
stabilization
ofgradmg
measures, during and Imbibing, Installation of storm
meawres
drainage facilities, completion of all land -disturbing
activity, construction or redewbpnem, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided wtth,n the required
timehama oranassunncethatthey will be provided as
soon as possible.
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:
Item to Document
Documentation Requirements
Initial and date each EgSC Measure on a copy
(a) Each E&SC Measure has been installed
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.
Initial and date a copy of the approved E&SC
[b) A phase of grading has been completed.
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
Initial and date a copy of the approved E&SC
(c) Ground cover Is located and Installed
In accordance with the approved E&SC
Plan or complete, date and sign an Inspection
Plan,
report to indicate compliance with approved
ground cover specifcations.
Complete, date and sign an Inspection report.
(d) The maintenance and repair
requirements for all E&SC Measures
have been performed.
Initial and date a copy of the approved E&SC
(a) Corrective actions have been taken
to E&SC Measures.
Plan or complete, date and sign an inspection
report to Indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following Items shall be kept on the
site
and available for agency Inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after It is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the Turd -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 122.411
SELF -INSPECTION, RECOROKEEPING 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:
is 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 ofvolume), 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 1103 and 40 CFR 317.3) or Section 102 of CERCIA
(Ref: 40 CFR 302.4) or G.S. 143-215.85,
(b) Anticipated bypasses and unanticlpotedbypasm
(c) Noncompliance with the conditions of this Permit that may endanger health or the
environment
2. Reporting Timeframes and Other Requtre"I"1ts
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
Re ortin Timeframes AfterI and OtherR uircments
a Within 24 hours, an oral or electronic notification.
(a) Visible sediment
deposition In a
a Within 7 wievrdo, days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may walvethe requirement for a written report on a
vase -by -case basis.
a If the stream is named onthe NC 303fd1 Its as Impaired for sediment -
related rouses, the perni may be required to perform additional
monitoring, Inspections a apply more stringent practices If staff
determine that additional requirements are needed to assure rum illame
with the federal or state Ired-waters conditions.
b () Oils pills 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 A report at least ten dap before the date of the bypass, If possible.
bypasses [40 CFR
The report shall Include an evaluation of the anticipated quality and
122.41(m)(3)l
effect of the bypass.
(it) unanticipated
a Within 24 hours, an oralaelectrork: notification.
bypasses (40 CFR
a Within 7wlenderdicil report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an ordaelecVonic notification.
with the conditions
a Within 7wlendur doys,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 anadpated time noncompliance Is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7))
prevent reoccurrence of the noncompliance. 140 CFR 122.41(1)(6).
a Division staff may waive the requirement for a written report on a
cats -b -case basis.
11 NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/1911
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