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PART I S EGTION G. BEM 14)
a Rj'%W aOM OF MINIEhIT IBASI N-G IFOR, MAI"TF-NAM GR C.11-03E OUT
Se d- Ten t Loa & n6 and traps M recePye nmI T Tr n drainaW aea-a ur one awe or Here III use cutlet :-�L;es that wgKrm war fmm thE- su rtacem when theEe be a need tD be &awn & wr r::{ n 3 r le i3 ii ae -{ +e rout uri esE ttds Is In V asl biIE-. The clmu r is tar ces In vMkAl It Is r-ot
rEasln le I'NMMrm water tru n Vie x=- "I be rare (r exwnp#e, tln'FEs w th extE!n ded cd d w E3Uwf� Nbn—su Mm wlthdrwials fmim sed ImeM bas Ire shall be aIID ed o n I y when nil of the ifdl minig ar11 e`1 a h 3 %' e, xzen rne:t
[a) -Me EAS C plan ar UM My has been pruvkk: d wdth donrnerrtan oT the n on- &ffface wflftkawral and U* 6WM 11me peMoM or [oLidWns In W,hiCh It W1I Goary The n W#Wh ..3 W3 S, 3 I IrKA =f-1 n *n ix- u rrli ti7e E.& S C pla n wMxwny Ias a pp raved tine Item,
The rya Wtl'r&awal has tin rep el as an arrticiparlEd bypass In rxre with Purl ■, Section G,Ism (2'
� ) and (d) of th% permit,
(c) DEw" nag d lschages a re trearleid with € anMs to m tnln s of pdIularlls ftw sRwrr = Is• rernGVed ft n the sMmen I bW n. EmwV lea or approprlate auk Inds p-o �.e ry° shed, des kjryed an d mainL31 %d dewatesing tams, rw El r t3 rks, and It tratlm sytkwis
(eq VeWUIK upIaM .arms of U* sites. or a properly deslgned stoFte pad Is rid 1a 1ie eLxleM feast al the met of the dewa(erit4 h ea MM dle vices WE& bed In Rm �a) abow.
1,e) Veb ty' d Issue bevices wM as. check Rams, "ffw 1 'tr3;Ds, and r prap aTe prodded ail Uww die F*Intn uT all Musiater -g deMcm, and
Sedimefit remwed from the ciewailu! Fq tre.3lmwnt WnO-aes des=)ed In Item j r a ve Is ift posed of In a nu3nRer the doiEs w cause de po Mon a u SE T ei, Into wa Ern oftemlied SLML
SELF-111111S PECTIM, RECORD SEEPING AND REPORTING
S ECTION A: SELF -IN SPECTION
are requred "ng norrnar business lto+urs In acoo rdance with the tale
Dom. whm .fie -weather or site condtiorts could ruse the &Urety or the I mpecticin
peel tD be In Jeaparr�', tine Ind may be de ed until It* nexI bushes day on
wMM It 16 wR2 to perFb m the Wispiectlun. In addltim, when a stwm er:enl of equal ED or
g-eMer titian 1-d I rct wwirs oWhilide or inornmal bus! ness hours, the sVI-I r szoedilon aha 1 be
..+amid uDuri th=Ls a'r the next b+uslness &3'. Ai'Iy tMe I Iris
-h µ, a "'ed "ar - Im- ino1Ed ITT lip rispieWnin REcuird.
inspect'
(dtffkr4 wM%A
.
trines.& 1'
1.1; Ral r g3
1Y .
marrllnM -n
If no Mly rain gale dt ations are made "n weld
ng
on hKA MY PM a KI nO I 1aH& f rJMl TMOn IS
a VAL36e, d Ve curkl&lwe rain rneas.rrerTiEfrt flor try
wjWnded days IMs wil dEierFrtle If a site IWmtlon Is
neeWd 11 Danz an whi ch no rcWU I cwtrre+d sill be moudimll
as -Zem .- The WMMe m3 y me arm Ia n-mMW rH�
WOce apKEWd by tthe IDMSRWL
[2f E&SC
Al k2a6l cince per 7
1- _opt of 11* niece hgeled
h6aasures
Calindair dayS ,aMl
Z DaW wd Time or thy! Mpec ion
wffYn .24 rom ar
& Nam ct tip pa scin IxM7 I ng the lain
a rain a iw t a: 1.0
4- man €rrwheCa" tine measures ware opercl:!N pmperlyr
Inch VI 24 rKM.
Dewfoon 'af nukrienairw I P _ d:% Mr tie gwearre
E Foe; and date & wnreMe actions t &m
(.3� SbnWaff
Al kacV cince per
_ ou : n _ sn
Ql � dam aid
2. Date aM T"* of Vie Ian
OLM�SDOSI
~.24 hDM Or
J. Name or the pit' ft
a min eveM & 1.13
A. Evidence or Irriaatrxs nr 'air pDlktlan swh as oil
Inch In 24 hOLM.
sheen, loatrg or saw Edkis or dMd orWw
S. 1 Mcabm d vW tie seil nil lea" OW site
Q. Descirow, IE'Mmce, arH] adb3m takim
. miF. er
�. earl arse per I
IT VW ble Sed i,
off sde
aalwd.ar dais wd
ct 1ha Id"" shell be made:
w -i 24 ham or
1.i ors taken to 6eart rp ,ar sMilLze w-1 lid has kit
a rair er fait a: 1:a
the site Ir7M
.tit In 24 Iwrs.
2) lesc:rlp", E-MenDe aM daW ur mTecWe aMm taken
3.1 An OpWaUM as ha 11* =Olfi taken 1D oDr1TC: ftMNe
relear
(W
At Mas:1 Dnce per- 7
If the stean cr wAlawl has Inca-M &Me sedl ffwrWw or
cal Erdar days awl
has Y%Ue IrffEased tuFUMy from ti-ie Duin abtty, then
ormde or
ydhh 2.t MM C(
a rECDM rx t * M(Mftl "I be made.
a Fair` e'rffrt a: 1.D
1 aDesOpkrL Ewe and date W wnrectlw ac4ons laken
inch in 24 Dun.
2:1 RiRmrds of reglred repcifis to Ue q4npUte Dt&"
Fait Ill, ve€ Um C. _11 2'Ha ol'T"
Ali er ea0i p4am
1. The pPase 1 YON] . s
M313GMW
Dr gradling
memue s, de a i rig and gmtbng, IEal latlon of Wmm
d rag W.l iti es, aon e.opt or all W6461IN13iing aWelty,
Dr rede%i rL Derma rt gmLM l_
�.DDmrw=w =1he rKpmd cad sM =on
have Wffl pro -Cled ~1 tip ailed timefra-nE
or 35EManCe = they Will be pm4Wd as smr as bve.
NOTE:_ The rain Ind resets t1e regUred 7 calendar dart' Ind regUnrneM
TH CAROL Pde"%
Z'nYfr'otiM,enla r.raff ry
EF FED T WE nATE:I I J 1
PA FAT 1111
SELF -INSPECTION, FLECOLRDKEIEF'ING ' ND ESE PORTING
1 EC'MN 8: RECOLRDKEEP■ G
1_ EILSG Peen Doammnl icrn
The ,apFrmoed EAS G pin as well as an appm wed WdaWn sal t+--- kept on the site. ThE
aFpmved [E&SC pl.aft rnu*1 be kept up-1&431B MFDwP ut the �eragE tfftdef 11% pHTri I The
foil owlr g WMS piertairini) ID the E& ;C Ip la n P t e Kept one sMe ar d a: a1MIE Tw Inspector at
all times "rg n€rmai buslr-ess hors..
rizn
Dmmwd ReWlwnEWEI
I rlttai and die each EWC r ne w:�rE on a copri, of
i a� j Eao E C rl'�EaE�NE t '1 I rlstail J aMtip
E$ EG pear or , date arc]
MWVY dOt3L-'" tine M311
go an h6peMW re900 1'i%310Is1s Each E&EIC
�rTM_ � _ � and r.'e [-1E'o3t1�s sxwt'I Dn ;e
n- ;3sam� wed ELSC pat. TN%
aFk€rra'. d E plan.
cIcimrrKntAw Is r�.lred upon VeIrI�.�
IM larton or Tie E&SC measa-es are nxxMM
after riia I rsU Mn.
I b) A phase or grading has Ie DXnpW d.
Irtdai and iMe .a copy of tine appuyed E &SC plan
cir ( .and s�y an InspecUm " 1n
IrKJ - Dr the wnOwIlm pNasa.
bias Ground woK Is Waledl aid Installed In
IMal and " a Copy of tip ''&�d ELSIC pian
e with 1he W170ed E C plate
Cr CaimpkAe, 'mom and sign an inspectim report In
I nMaile anpllancv WM appmed gmurd cow
[dents maintEnarce aM m2pW r9Vrwen r% n
Comte, date and 4gn an MgDFL
ail E&W ma tin xfrom.M.
(e) his h3We bEefl `taken 'lr� E'EWC
IrMai aind chile a ccpy of the approved E &SC ptan
weaszes-
Cir Caimplile, "eand sk)n an InspeMnin apW la
I nifficale 1he conViiMm at the a action.
2- A rklillbom I focurr*wtai rr tG be KffV1t on &Ira
In ad d t or1 11E, the E& %C plan Wxrnent i abo o a TIE ".i lowing Items s-roll be kept on lid
a to and .aY-aLa bl a fbT nsp&"s. at ai I Imes d Lr "g noun ai bu l Dem hours., unless the
Division prmldes a site-:54xLc 'ram ewnp,lk n M L red on Wque slte corMons. oral make
ttls requIremErit nDt pmMa:
j a.1 TIC ff-a Plum 1 a s °well as the C eMate or Coweraip, a11.e r I Is rece tied
Ion I ReCDTM or t'rs �ons. ni.V: a MWR the prevkxm twElwe mar0w_ The pEr Mee shall
rew,rb M "reed oare'aUx% orl the lrrpe€dian Record Form pruMed by the D]Ms$m
or .a WNW Ir on Tom =, InckWie al tine reulred eiern Use of
E- tm niu31"allab le reoor% In Ileu or the rE Ured paper copes w4iI be aIowed IT
spawn to piDwHie eq.ai wcess argil utlIl ' ass tfbe h3rt1-wpy recar&.
3. DocunwintMon to be RaWkwd Rw ThrEe Yaws
bJ I rota used 1r) €uirnn IE1E die ."0I and a. . i s pe-c ti can rscaS Mal I be no Inta Ined ror a pei1 od
o r wEe yea rs after,o w r�xppled on aM mad a ,3wa'I able Upon r am. [413 CFR 122.41 ]
NCGm011 SELF INSPECTION
PART 11
5ELF-IN3PECTIDM.. REC0RDKEE13MG AND REPORTING
C: REPORTING
1_ Occurrenc-lethal MuM he Reported
Pei''r' tle es, Val I rim -for the -.-.4 ring owurrenee s:
i.aI 'Y%Ue sedlmeM depaWIDn In a:E&earn ar wetland-
(b) Oil EVIIE It
The'Y .are .5 golom ar `rare,
T heY are less Stan 25 moans: at carnDt t e deaned up wlthl n 2A hairs,
The' ' caisr sin9zn on ce ra af' waw, nea, a
They' are within+ 1 M LLO of urrwe,waters (u�g-aM leu� of wd wine �
�.C.i ReaeaUS CR [LaZr.dDM SWSWMM In exceEs of repoF=-e quarrUt#sunder Seri 311
or rw C" War*r Act (Ret- 4a CFR 11 a.3 and 41) CFR 117.3a or Sectim, 1d2 of CEIRCLA
40 CFR 302.4f Gr G.S. 14,1-215.85.
i1 AnUcilmrted brypaMiMaM tnanlolpatedbypasses.
�. El No M:o rT I la nce with the OWdM-airs of this permit that may upda nger heart o r Me
envranrnenL
2. K 3 aW OthOF R6gLArffMF11a
Ater a perrMee becarnes awaTe of an D=r rence MM must be reported, PIKE goo €crrW the
aF;;, mp! larle MyM n re++gl€ rail oi11ae wUM 1he Urnand I7 ati dace with the der
" rem enM Il&led tH9�aw. mmial b.Wnew hDLn nnay also be reparteed
W bte Dep Cs EnVIrMMen 131 EMeFge My Germ` WrsW nel at (131313) E5E-D36E..
ccwience
RflXFU ng Ti fiber 'i and OUw Regul reaw-Is
(ar) V11623le
1WMn Z4 his, an oral ar 1c. DDtVWgW.
sedlmernt
• %VMn r Clendw Days, a FWW M mrMns a olrR e
In a
sedment and adkm Men to ad2re5s Ve came € f Me
treac mMwcl
sm
�,%w sta T may t mWrenieM TCT.a wd� reW En .a caw-
I'
-
f .
• If the sari IS naff Ed on thEL NG {d, I w Impaired lbr serlmen't-
Mailed u� the pen Mee May be "r'ed to pe'rwn adMiar�ai
n''poring, I upectims cx apM mom shringent KsM
determine till adMonal are needed 1D asare
with t* rem or sUte I pal red-w&3s
�.15.104 1 sm Is 5fid
• IWM n 24 II ou s., an oral or elechwk rcMWzMxL The nM caUcin s#ial I
r0ea se of
I rod ude Iff r4aton abr.l the dMe, ti me, nah:re, D1 Wne 3M loCaW
hazar'a s
€ f the spll I Dr rE-IEase.
€ m s#3noe F, per
MEM 1 '"' c
(c) Ain
A i Eat lea, (M day-5 tie (W Me bffk3M, XpWWM.
W EGf R
The mpW sal I nod ucle an EV`31 L 015arl Of the grai My aM
1 22-41
if the Mass.
p
• "Win Z4 Fes, air, prat or Herr
[40 CF R
• 'tiVMn r cgerdw dam, .a report that Ini<A ucles an E'o-au3Um of Ve
1 22-41(M X3 Ig
gLu fty' and ur tW bypass.
[e) M&F.wff 10 Lwoez
• " plain 2.4 Hou's, an oral or Hecbw -c rKMatM
wlthr titre aor items
• °Wilttdn r c3k- iclair 67M a rewl that mitalns a desarlptlon or 1*
of thls perTrit mat
nnrcci mpllariae, and Its discs, litre perW Or mmmV larce, Mduidirig
mW ef
exact dakes and,U mes, ancl IT the =KaV lance Its nit n
health or Ve
oarrerterk Ine arWp3Ec -ne nwwnpllarxDe Is MpeO Ed tr3 oyTUnue,
erAronmerrt 140
and steps taken or 0a n r6 ed to reds, NI nIn.alE and preoeM
CFR 1 22-41�11)(71
wommaice a- the mruxV tangy. [4D CFR 12-2.411-1',.E'I.
• lalwls`-cin s W `Tray waI o-m ti-p for a wMM)E l MLPM our ao
Vff-ase tam E.
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Construction:
1- Clear the entrance and exit area of all vegetation, roots,
and other objectionable mares al and properly grade it.
2- Place the gravel to the specific grade and dimensions
shown on the plans., and smooth it.
3. Provide drainage to care,-A,ater to a sediment trap or
other suitable outlet-
4- Use geotextile fabrics i rl c: rd e r to i m prove stab ility of th e
foundation in locations Subject to seepage or high water
table_
i -C :�Tr- C ROLINA
Errvemmm&ttai-Qu6firy
Date:
rAaintenance'.
1. Per NCB-01 inspect at least once a week, and after each 1
nch or greater rainfalk, make any required epairs
Im rn ediatelyr_
2. rNllaintain the g ravel pad in a condiit on to prove nt r� Li d c r
sediment from Ieaviirlg the construction site_ This may
require periodic topdressing with 2 inch stone,.
3. Irriniediately remove all objectionable materials spilled,
washed or tracked onto public roadways.
CONSTRUCTION ENTRANCE I EXIT
Page:
TEMPORARY SEEDING RECOMMENDATIONS
TEMPORARY SEEDING
TEMPORARY SEEDING
FOR LATE WINTER AND EARLY SPRING
RECOMMENDATIONS FOR SUMMER
RECOMMENDATIONS FOR FALL
Seeding Mixture
eedin Mixture
deeding Mixture
Species Rate (lb/acre)
Species Rate Iblacre
p � I
S pea Les Rate {Ibl°anr�ep
Rye (gram) 120
German millet 40
Rye (grain) 120
Annual Ilespedeza (Kobe in 50
Piedmont and Coastal Plain,
In the Piedmont and Mountains, a
Seeding Dates
Korean in Mountains)
srnalFstemmed Suclangrass may be
Mountains —Aug. 15 - Dec. 15
Omit annual lespedeza when duration of
substituted at a rate of 50 lb/acre-
Coastal Plain and Piedmont—ALIg. 15 - Dec.. 311
temporary cover is not to extend beyond ,Lune..
Seeding Dates
Mulch
r,5eeding Dates
Mountains —May 15-Aug- 15
Apply 4,000 Ibfacre strawy. Anchor straw by
Mountains —Above 2500 feet: Feb. 15 - May 115
Piedmont -clay 1 - Aug. 15
tacking with asphalt, netting, or al mulch
Below 2500 feet: Feb. 1- May 11
Coastal Plain —Apr_ 15 - Aug. 15
arnd!horng tool. A disk with blades set nearly
Piedmont —Jan. 1 - May 1
Mulch
straight can be used as a mulch anchoring tool -
Coastal Plain —Dec. 1 - Apr. 15
Apply 4,000 lblacre straw. Anchor straw
Maintenance
Mulch
by tacking with asphalt, netting, or a
Repair and refertilize damaged areas
Apply 4,000 Iblacre straw. Anchor straw by
mulch anchoring tool. A disk with blades
immediately. Topdress with 50 lWacre of (nitrogen
tacking with asphalt, netting, or a mulch
set nleariy straight can be used as a
in March. If it its necessary to extend tem,pDrary
anchoring tool. A disk writh blades set nearly
mulch anchoring tool.
corer beyond June 15, overseed with 50 Ilblacre
Straigiht can be used as a mulch anchoring tool.
Maintenance
K&be (Piedmont and Coastal Plain) or Korean
Maintenance
Refe:rtiize if growth is not fully adequate-
((Mountains) 'lespedeza in late February or early/
Refertilize if growth is not fully adequate.
Reseed, refertilize and muldh immediately
March_
Reseed, refertilize and mulch immediately
fol lowing erosion or other damage -
following erosion or other carnage.
SEED BED PREPARATION:
IJMI NG­ Apply lime amorrd'ng to sbl test mxxmrnendations. F time pH r acidity) of the sail is not knDwn, an application a ground agricultural linestane at time rate of 1 aD 1 � mrts,'a ue on
coarse-texhred sots and 2-3 torrslacre on fine -termed sails is usually suf k:ient. Apply lirrxstone unifo" and incorporate into the top 4-6 inches o-. sort. "arils with a pH Df 6 or
higher need not be limed.
1=ERTiLIZER- Base application rates Dn soil 4ests. When these are not possible, apply a 10-10-10 grade fertilizer at 744-1 -ODO lbacm. Both fertilizer and Brie shmid be iroorpar ated intD
the top 4-6 inches a said. If a hydraulic seeder is used, do not mix seed and -ertilizer mare than 30 minutes before application -
;SURFACE ROUGHENING- If recent tillage Dperabons have resulted in a bosesurace ,additional roughening may not be required, excW to break up large clods. If rainfall causes the
_�N
surface to become sealed or crusted, IDosen 1: ;gist prior to seem by raking. harrowing. cf crther suitable rnet3 -ar -grading. Thefinrslied grade shad be a smooth ern sail
surface with a loosen unifomly fine t2=re. lkll rid(les and depressions shall be removed and filled m provde t^e apprDved surface drainage. Planting is to be done immediately after
finished grades are obra, *d and seedbed preparation is completed.
lI,
•�,��°'irlrYtrr.�rl/IF�ir�i'���irt
TEMPORARY SEEDING RECOMMENDATIONS
Date:
Steel Post
Construction:
1. Construct the sediment harrier of standard strength or extra strength
synthetic filter fabrics.
Ensure that the heig tit of the sediment fence does not e:xceed 24
inches above the ground- (Kgherfences may impound volumes of
water sufficient to cause failure of the structure.)
3- Construct the fitter fabric From a continuous roll out to the length o=ttie
Harrier to avoid joints. When joints are necessary, securely fasten the
filter cloth only at a support post with 4 feet minimum overlap to the
nr d post.
4. Support standard strength filter fabric by wire mesh fastened securely
to the upslope side of the posts_ Extend the wire mesh support to the
bottom of the trench- Fasten the wre ra nforcemerrt, then fabric on the
upslope side of the fence past 'Afire or plastio zip be-s should have a
minimum 50 pound tensile strength.
_ When a wire mesh support Fence is used, space posts a maximum of
8 feet apart Supports shou Id be driven securely into the ground a
minimum of 24 inches_
H- Extra strength filter fabric with S feet post spacing does not require
%m re mesh support fence- Securely fasten the filter fabric di redly to
pasts. Wire or plastic 2jp ties should have a minimum of 50 pound
tensile strength.
7. Excavate the trench approximately 4 inches wide and 8 inches deep
along the propas. d line of the posts and upslope frnm the barrier-
8- Place 12 inches of fabric along the bottom and side of the trench_
0, 13ackfill the trench With sad placed over the filterfabnc and compact_
Thorough oDmpacition of the baclrfill is critical to sift fence
perfdxmance.
10- Go not attach filter fabric to e3:is7ing trees.
Maintenance:
1. Inspeot sediment fences at leastonce a week and after each 1 inch
rainfall. Make any naquired repairs immediately.
'? Should he fabric of a sediment fence collapse, tear, decompose, or
become ineffective, replace it pnorrrpdy.
3- fie -move sediment deposits as necessary tD provide adequate storage
volume for the next rain and reduce pressure on the fend- Take care
to avoid undermining the fence during cl eano t-
4. Remove all fencing materials and unstable sediment deposits and
bring the area to grade and stabilize it after he contributing drainage
area has been properly stab i lized-
�. Crrvrrurirn�rrtui i„J1uIrfF
8' Max- Standard Strength fabric with wire fence
5' Max. Extra strength fabric without wire fence
�4'.
Piastic or
Wire
Steel Pest
24„
V
Filter Fabric
Filter Fabric
Page:
ifUire Fence
Plastic or
Wire. ties
1 8-24„
8" down & 4"
forward along the
trench
Backfill trench
and Compact
thoroughly
Upslo pe
'Mki
#3' Min.
CROSS SECTION VIEW
SILT 'FENCE
Date:
NON-INVASIVE PER161ANENT SEEIYNG
RECOMMENDA71ONS FOR. FALL
SEEDING MIXTURE
Species Rate
Hard Fescue 15 Ibsiacre
Switchgrass 2.5-3.5 bsJac Te'
Indian Grass 5-7lbsfacre'
NOWINVASIVE PERMANENT SEEDING
Dig Bluestem 5-7 Ibsfacre'
RECOMMENDATiONS FOR SUL1161ER
Indian Woodoats 1-5-2.5lbsfacre'
Viirgiinia Wild Rye 4-6 Ibsiacxe'
SEEDING IMi TU,RE
Species Rate
'Depending upon mix with other species. See table
Indian Woodoats• 1.5-2.5 Ibs�'acre'
6-1 1.d from Chapter,6 of the NC Erosion and Sediment
Virguiia'thrldl Rye 4-6 IbsJacre'
Control Planning and Design 61anual-
'Depending upon mix with other species. Seeding Dates
See table @_ 11.d from Chapter 6 of time N C
Mountains - Hard Fescue- Aug 1 - June 1
Erasion and: Manual-
Control Planning Mountains- Switchgrass, Indian Grass, Big Bluestem-
and Design Manual_ Dec 1 - April 15
Piedmont and Coastal- Switchgrass, Indian Grass, Big
Seeding Dates Bluestem- Dec 1 -April 1
Mountains - July 15-Aug 15
f'iednront -Aug 1 F -Oct 15 Coastal- Indian L'IJaotdDats and Virginia Wild Rye`
Sept 1 - Nov 1
Maintenance:
Indian 'rt4'oodoats and Viginia Wild Rye Maintenance:
are ba-h sun and shade tolerant Hard Fescue is not recommended far slopes > 5%
Prefers shade.
SEED BED PREPMA,TiON:
Page:
NIOWINVASIVE PERMANENT SEEDING
RECOMldENDATIONS FOR (LATE
WINTER ARID EARLY SPRING
SEEDING MIXTURE
Species Rate
Centipede 5lbsfacre
Indian Woodoats 1.5-2.5 Ibslacre'
Virginia Wild Rye 4-6 lb--Jacre'
'Depending upon mix with other species. See table
-11.d fmm Chapter 6 of the NC Erosion and Sediment
Control Planning and Design Manual_
Seeding Dates
Coastal or Eastern Piedmont for Centipede- Sept. 1 -
May 1
Coastal and Piedmont for Indian Woodoats and Virginia
Wild Rye- Feb 15 - April 1
6ountains for Indian ililoodoats armd Virginia Wild Rye -
March 1 - May 15
Maintenance:
Significant maintenance may be required to obtain
desired cover once centipede is planted- Acceptable for
LIMING- APPIy lime according to soii tM st recarnn-r^cations. IF d e pH i acidity) of the soi is not knam, an apprcation Df ground .agricultural limestone at the rate of 1 to 1 .1 t0rrsra+ a at
coarse-texhred soh and 2-3 tons,'acre on =ine-textured soils is usually sufficient Apply IimEsto^e uniformly and incorporate into L^ tarp 4-6 hires of sca. Sys with a PH of 6 Of
higircr need not be limed.
FERTILIZER- Base application rates on soil tests. "Ohen these are fKt possilAe, apply a 10-10-10 g-ace fertilizer at i 00-1.15531h+'acre. BDth fertilmer and lime should be inwrparated
into the top 4-6 in lies of soil- If a hydraulic seeder is used, dD not mix seed and fiert ter -nore than ) mixrtes before application.
SURFACE ROUGH EKING- If mcec t tillage cperaMms have resufeed Fi a loose surface additional roughening may not be required, excx pR to break up large clods. if rainfai caries the
su lea to becorne sealed or crusted, kxxsen it just prior to seeding by raking, harrowing or other suitable methods for nice grading_ The finished grade start be a smooth even sod
strfaw with a Ioosen uniformity fr>,e texbwe_ All ridges and depressions shall be remc-yed and filled to provide the approved sure draitage. Planting is to be done irwae&-AF_ly
after finished grades are attained and seecit*d preparation is completed.
NOTES:
1. Permanent seeding, sodding ar other means of stabilim- Lion are regL.-red wimen all construction work is completed according to the NPDES tirnefrarrie's table.
2. A North Carolina department of Agriculture soils test (Dr equal; is highly recommended to be obtained =or all areas to be seeded, sprigged. sodded or plartbed_
3. Use a seeding mix that will prDduce fast growing nurse crops and -eludes ncn-inyasiye species dw will evenhiaiy provide a perrrrvwt groumkxwer. Sol blankets may be used
in rreu Df nurse crcps. Mat, tack or crimp mulch, as needed to sbbilize seeded areas until root est3blis1wrient Mulch must be applied uniformly over the sal with a cover density
of at least R0%.
4- Ground mv+er shall be maintaiied until permanent vegetation is established and -table against accelerated erDsion-
UL
�. _¢°�' €rturronmex�rr�i �1ulir
PERMANENTSEEDING RECOMMENDATIONS
Date:
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ALONE THE TOP OF
THE WASHED -TONE
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF
WAZHED STONE
BURY WIRE FENCE
AND HkRa'1VARE CLOTH
SECTION VIEW
k r.';NTH CAROLINA
• ' ,� Errr+r'.r'#�r1JRt�ltf� ���
FRONT %.," I E),.'V
----------------
STEEL FENCE POST
SET MAX 2' APART
MIN. 1F INTO SOLID
OROUNa
Page
-1LT FENCE
BURY VARE FENCE,
FILTER FABIRIG,
AM F1 "RE
CLOTH WT1REtiCFt
J' FI LTER FABRIC
ON GROUND NOTES_
1. HarclWare cloth and gravel should overlay the sit fence at least 12 inches.
2. Stone outlets should be placed on low elevation areas of silt fend and
bawd on field omclitions-
MAINTEINANCE-
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall evertL Complete any required repairs immediately.
BILIPLYFILTER
5' AB I PP ER EDGE OF Freshen stone when sediment accumulation exceeds to inches. Imp
FILTER FABRIC IN TRENCH
mesh free ,of debris to provide adequate flaw.
2. Remove sedimerit when halt cif stone outlet its covered.
3. Replace stone as needed to facilitate pie -watering.
SILT (FENCE OUTLET
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C12

CONSTRUCTION SEQUENCE
PHASE 1 CLEARING & GRUBBING
1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
2. CLEAR ONLY ENOUGH TO INSTALL EROSION CONTROL FEATURES, I.E., SILT DITCHES, SEDIMENT TRAPS, ROCK DAMS, SILT FENCES
3. CLEAR & GRUBB IN AREA TO BE EXCAVATED AND FILLED.
4. CHECK EROSION CONTROL FEATURES AND REPAIR ANY DEFICENCIES.
PHASE 2 EXCAVATE & FILL
1. BEGIN EXCAVATION AND FILL OPERATION.
2. REMOVE OVERBURDEN MOVING THE EXCAVATED MATERIAL TO DESIGNATED STOCKPILE / FILL AREAS.
3. INSTALL TEMPORARY SEEDING AS NECESSARY AS CONSTRUCTION PROGESSES.
4. CHECK EROSION CONTROL FEATURES AND REPAIR ANY DEFICENCIES.
5. REMOVE EROSION CONTROL FEATURES ONLY AS UPSTREAM AREAS ARE STABILIZED AND UPON APPROVAL OF THE EROSION CONTROL INSPECTOR
OUTLET PROTECTION @ C2
L =10Wd=11.5Wu = 4. 5'
d50- 6 ", dMAX= p 99
T=15" w/FILTER FABRIC
OUTLET PROTECTION @ C4
L =10', Wd=11.5', Wu = 4.5'
d50=6", dMAX=999
T=15" w/FIL TER FABRIC
OUTLET PROTECTION C6
L =12', Wd =14', Wu = 6 '
d50= 6 ", dMAX= p 99
T=15 " w/FI L TER FABRIC
OUTLET PROTECTION @ C8
L =12', Wd=13.5', Wu = 4. 5'
d50- 6 ", dMAX= 9 99
T=15 " w/FI L TER FABRIC
* Wd= RR width @ end of RR, Wu = RR width @ pipe outlet
L =12', Wd =14, Wu = 6'
d50=6, dMAX=999
T=15 " w/FI L TER FABRIC
OUTLET PROTECTION @ C12
L=12', Wd=14', Wu= 6'
d50- 6 ", dMAX= 9"
T=15 " w/FI L TER FABRIC
STORM DRAIN DESIGN COMPUTAT I G
DATE: 10/25/2021 SHEET OF
I.D. NO.
COUNTY: s
DESIGNED BY: DDT
DESCRIPTION: Parker Mine, New London, NC
CHECKED BY:
ASSUMES 0.011 MANNI NGS N FACTOR,
C =0.6
LOCATION
RUNOFF
PIPE DESIGN
DA
TIME OF
CONCENTRA
PIPE
FULL
FROM
TO
D.A.
PIPE
TION
INT
DISCH
INLET
CUTLET
SLOPE
DIA
CAP.
VEL.
POINT
POINT
ACRES
(L)
MIN.
(I)
{) }
ELEV
ELEV
FT FT
IN.
C . F . S
F . P . S
REMARKS
SF
INLET STORM DGN
TIME EVENT TIME
C-1
C-2
2.62
24.0
10.00
10.00
10.00
5.84
9.19
668.CIO
667.80
0.0083
18
11.35
6.41
PIPE - 0,171,
0.6 114188
C-3
C-4
2.72
22.0
10.00
10.00
10.00
5.84
9.54
673.�'.0
672.90
0.0136
18
14.52
8.20
PIPE - O.K.
0.6 118539
C-5
C-6
9.24
30.0
10.00
10.00
10.00
5.84
32.37
675.00
674.50
0.0167
24
34.58
10.99
PIPE - C.K.
0.6 402460
C-7
C-8
1.10
40.0
10.00
10.00
10.00
5.84
3.85
641.00
640.50
0.0125
18
13.91
7.85
PIPE - C.K.
0.6 47865
C-9
C-10
4.71
46.0
10.00
10.00
10.00
5.84
16 .. 52
619.00
618.50
0.0109
24
27.93
8.88
PIPE - O.K.
0.6 205309
C-11
C-12
3.83
44.0
10.00
10.00
10.00
5.84
13„40
617.50
617.00
0.0114
24
28.56
9.08
PIPE - O.K.
0.6 1661626
C-13
C-14
12.19
26.0
10.00
10.00
10.00
5.84
42 .. 72
640.50
640.00
0.019"?
30
67.36
13.71
PIPE - O.K.
0.6 5311044
C-15
C-16
5.13
52.0
10.00
10.00
10.00
5.84
17 .. 98
611. CIO
610.00
0.0192
24
37.15
11.81
PIPE - O.K.
0.6 223570
C-17
C-18
3.44
30.0
10.00
10.00
10.00
5.84
12..04
620.50
620.00
0.0167
18
16.06
9.06
PIPE - O.K.
0.6 149664
C-19
C-20
7.41
26.0
10.00
10.00
10.00
5.84
25.97
624.50
624.00
0.0192
24
37.15
11.81
PIPE - O.K.
0.61 322843
C-21
C-22
7.40
26.0
10.00
10.00
10.00
5.84
25.F94
632.50
632.00
0.0192
24
37.15
11.81
PIPE - C.K.
0. 6 322419
C-23
C-24
11.20
52.0
10.00
10.00
10.00
5.84
39 .. 26
643.00
642.00
0.0192
30
67.36
13.71
PIPE - O.K.
0.6 488020
C-25
C-26
4.16
56.0
10.00
10.00
10.00
5.84
14..58
648.00
647.00
0.0179
18
16.62
9.38
PIPE - O.K.
0.6 181234
C-27
C-28
1.18
54.0
10.00
10.00
10.00
5.84
4.14
639.00
638.00
0.0185
15
10.41
8.46
PIPE - O.K.
0.6 51466
C-29
C-30
1.71
52.0
10.00
10.00
10.00
5.84
6.00
648.00
647.00
0.0192
15
10.61
8.62
PIPE - C.K.
0.6 74535
C-31
C-32
2.91
35.0
10.00
10.00
10.00
5.84
10 .. 18
667.50
667.00
0.0143
18
14.87
8.39
PIPE - O.K.
0.6 126578
C-33
C-34
10.80
30.0
10.00
10.00
10.00
5.84
37.F86
669.50
669.00
0.0167
30
62.71
12.76
PIPE - O.K.
0.6 470623
L=14', Wd=16.5', Wu= 7.5'
d50=6", dMAX=9
99
T=15 " w/FI L TER FABRIC
OUTLET PROTECTION @ C16
L=16'1 Wd=18', Wu= 6'
d50- 6 ", dMAX= 9"
T=15 " w/FI L TER FABRIC
OUTLET PROTECTION @ C18
L=16'1 Wd=17. 5', Wu= 4.5'
d50= 6 ", dMAX= 9"
T=15 " wIFI L TER FABRIC
L=16', Wd=18', Wu= 6'
d50= 7, dMAX=11 "
T=17" wIFI L TER FABRIC
OUTLET PROTECTION @ C22
L=16'1 Wd=18', Wu= 6'
d50=7", dMAX=11"
T=17" w/FI L TER FABRIC
OUTLET PROTECTION @ C24
L =16Wd =18Wu = 7.5'
d50=7", dMAX=1199
T=17" w/FI L TER FABRIC
OUTLET PROTECTION @ C26
L =10', Wd=11.5, Wu = 4.5
d50=6", dMAX=999
T=15 " w/FI L TER FABRIC
L=10', Wd=11.5', Wu=4'
d50= 6 ", dMAX= 9"
T=15 " wIFI L TER FABRIC
OUTLET PROTECTION @ C30
L=10', Wd=11.5, Wu= 4'
d50= 6 ", dMAX= 9"
T=15 " w/FI L TER FABRIC
OUTLET PROTECTION @ C32
L=10', Wd=11.5', Wu= 4.5'
d50= 6 ", dMAX= 9"
T=15 " wIFI L TER FABRIC
OUTLET PROTECTION @ C34
L=18', Wd=20.5', Wu= 7. 5'
d50= 6 ", dMAX= 9"
T=15 " wIFI L TER FABRIC
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