NCC230716_Site Plan or Location Map_20230414

k \ \ IAEStIll
DANVILLE _ vv � _ V �v - y < r i '' i 11 1 1
T- \ \ \ \ \` a ` 1 I I
SITE PROFESSIONALS,P.C.
\ \ \ I , 1 I II 1
_ __-- --- `\ \ \ \ \ ` \� i� , I I 1 , , RIVER RUN EXECUTIVE OFFICES
SUI
� i 1 a 10TEXCHANGE STREET
IF
v `_ / DANVILLE,VA 24541
in1 p�
rYr��� \ \ \ // , / I ` zVIRGINIA \ \\ \\ 1Y -'\ / ,� I I I 1 1 I N.C,LICENSE:N C-2577
NORTH CAROLINA • • ._. \\ \ °S I I I' $ _ I V.A.LICENSE:R 0404-001401
DOWDYi _ v\ FE \ 11 1 I ;::1 /
- 1 1 I I PHONE NO. 434 792-3680
/ I
FAX NO.[phone]
"p
� � \ 1 www.landeng.com
COUNTY PROVIDENCE \\\ �'\ � �1 � ,,
\ I 11®® e I r
111111111111111111111111111,
® POROUS BAFFLE ;� jddllll_
imi WI
�llllll
I
�T \(ANCEYALLE I , 1 , i
TEMPORARY SEDIMENT TRAP \ v I / I a
ol BOTTOM DIMENSIONS 31'X 62' 4N I I
�,
BOTTOM ELEVATION = 591.0' N '' I II 1 I,r�
TOP OF TRAP = 596.0' N I r v v O
\/ICIN ITY MAP WEIR WIDTH = • \ \ 1
WEIR f�yATION = 59 5" \ ` \ PE®NNT 1 \\ \\ M
g ' \ \ SEEDING I 1 L7 r�
I � U O
I EROSION AND SEDIMENT CONTROL MEASURES \ \\ \\ , /\ Z r l
LEGEND - \\ I I / \\ U
LIMITS OF DISTURBANCE \\ \ \\ "-_- I \ ` I
6.06 ® CONTRUCTION ENTRANCE \ \ \ ---- \ _ \\
6.10/6.11 TEMPORARY/PERMANENT SEEDING \\ \\ °I \\\ \\` II / \
6.60 ® TEMPORARY SEDIMENT TRAP \ \ V A \ \ V R6.62 �� SEDIMENT FENCE \ \ \ Ti I \\ I / ›-, i
O
V A TEMPORARY
\ ,.— I \ `v vv vv SEEDING ; I i �.a
\ \ -
� AV I 6.06
Phase 1 Description: O
\ \ \\ \ \ \ \` l SOX7?"MIN
I.INSTALL TEMiORARYCONS1RUCTIONENTRAHCEAAOPRA SOPffTCLEAMGLNLYASI�X \ \ I V \ -- ' / TEMPORARY �j
\ \\ \ \\ \ `\r \ CONSTRUCTION \\ 0 Z
2ISTALLSflTFBNCEATBOTTOMl01�O/SIUI�EOAI�AASSHONIK I • �. / ENTRANCE CA
v V '� . /
1 INSTALL 1EAPoRARYS®A16YTTRAPI \ �v �I��,�Y Z�, .� I I-�I
4INSTALLTENPORARYSEEDINGAAOMKCHASR Uice \\ I\ \ LIMITS OF �, ..... `�,I I n 3 O
\ DISTURBANCE ww, y,4,t1 a/
SAUkVTAUVALLERO5Y0NCCwT rtIF�LASIAPES 0.99 ACRES 'ti!2 IT1
\\ \ \ fI W
&CONTRACTOR TOCORRECTANYA MOT®BYPNERGCNIIN1�SORMIATER \ `\ \\ \ / \ • `
ONNECTOP II v v // \ v v A
2 SPREADTOPSOYLONAREASTORECENEP601l4ABYTSE�IP \ 1 \ \\ \✓/ - \� \\ \ \... 1
&INSTALL PERAWNENTSEEVINGAADMLCHTOALLDIS/U�ARFASNYDLNNTANALLSi� \ 11 1 \\
AREASUYTILESCBOINHASBEENRELEASED. \ 1 11 < \\ \N N \
9.ONCE ALL DESTORBEDARESAI�STA�®NTTTIPENWIENTl. TAIIONRENOWSENENT 1 \\ \I I 00 \ \\ \
FIPOWSEON6YTIRAPMOR♦3A7VE79/gPAIPYlRAPR8R7VE19P171PARYEIPA9gYQAlI/ACC 1 \ 1 \ I c`•�N cAR•
faSTRAW I7�ALL DNIURBEDARFASNS EROSIONCOW/AOCSNf1PERENOVER 1 1 \ O _-_ 5 4 143527 0
\I \I \\ \\ \ \ \\ ---_ ,'•'L FNGI NEE• ��:
\\ \\ 1 \ \I \ \ I I p l ,,•�4�TAM GPI.•``
MULCHING(STRAW) 1 TON/ACRE \\ 1\ \I \ 1 - I ^/T7/73
TEMPORARY SEEDING MIX TABLE PERMANENT SEEDING MIX TABLE \ \ \ • 1 I
REFERENCE NCDEO TABLE 6.10.6 REFERENCE NCDEQ TABLE 6.11.d TOTAL 2 TONS I \ 1 1 \\ I I 1
PLANTING REGION PIEDMONT PLANTING REGION PIEDMONT 1 \ \\ 1 \\ I I I - I
I F }
GROUND LIMESTONE 75 LBS/1000 SF
INSTALLATION SEASON SUMMER INSTALLATION SEASON SUMMER TOTAL 6500 LBS 1I \ \I \I -_\ II II - -- _ _- _ ::.: d m
SEEDING SPECIES SELECTION GERMAN MILLET SEEDING SPECIES SELECTION CONSERVATION MIX II \ II \I I --_ --_ /
SEEDING RATE 40 LBS/ACRE SEEDING RATE 100.0 LBS/ACRE FERTILIZER SELECTION 5-10-10 II \ 11 II II I II ® .. /
TEMPORARY SEEDING AREA 1.96 ACRES PERMANENT SEEDING AREA 1.96 ACRES FERTILIZER RATE 40 LBS/ACRE - I \ II \I I II II II //
TOTAL SEEDING 80 LBS TOTAL SEEDING 196 LBS TOTAL 80 LBS \
II \ 11 11 I I %
SUMMARY 80 LBS OF GERMAN MILLET SUMMARY 196 LBS OF CONSERVATION MIX I ' I I II I % Oz
NOTE CONSERVATION MIX(ERNMX-114) II I II 1 I \ 1 / ( In a
CONSISTS OF 30%CREEPING RED FESCUE.25% I I I I ' I / I Z /_
KENTUCKY BLUEGRASS(SELWAY),25%KENTUCKY I \ I I I I / I O w C1
BLUEGRASS(APPALACHIAN).10%ANNUAL I I \ I I 11 I. I in-
w
RYEGRASS,9%PERENNIAL RYEGRASS,AND 1.0% I I I - I I w O
GERMAN MILLET I I I -. I\E I \ II `i I O_ 0
I
1 \ \ 1 \\ I I I I
1 \ \ I \ I 1 I
NEW STABILIZATION 7TMIEFRAMES I \ II \\ 11 I I I I OU
1 I
I Site Area Description Stabilisation 7mMhame Exceptions I \ 1 \I I -
1 \ I I I 1 _ I 1
b Perimeter dikes,sweats.ditches and slopes 7 days None I \ 1 \\ I I1 1 1 1 w
0,High Cicala),Water(HOW)Zones 7days None 1 \ 1 \ I \ 1 .. I I 4
Slopes sleeper than 3'1 7 days aNteeper than 2:1,10 days are allowed Wanes are 10'or less in length and re not 11 \ 1\ \ 1k 11 II \ I ``` 1�'. \I II ry
p Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'6111s100. ,',I 1 \ \ \\ Z'i I\ I \ I I - O
re.,_All other areas with slopes Mater than 4.1 14 _� III \ \\\ \\\ II I I 1 Sheet No. Z days None,except perimeters and NOW Zales. 1 \ \ I I Y ;.
1 I I I
1 A ��-� I II I I 1 of Y
III 1 A 11 �`v , I ,
\ I I f I I I Date: JANUARY 30, 2023
I A 1 I
i,'. >s-: 11 \ II II II I 1 I Scale: i' 30'
I
F' I \ \ 11 `"q I / Project No.
I 1 1 ..k. \\ i /
\NC\23-003-8017V-23003-PLAN-1_REV-1

11AE4S0
11
Raeder Seardas4 end Specam einru
-- a Apatite Mania*.1sp'ny13 '��'"``�' PROFESSIONALS P.C.
SAl TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT H'nhaa-Ifced.io..6em.e•mrlmmm.ormemm.mma�r f
are not removal by vehicle.vvl me 1pmel hh lire,should be 0.10 resat bl,2 noddy a80202 mibdx3mJme.kr Maintenance 5................11........
mvbhaud rkh.a•wra r6likr•P.kre.or we..arei. RIVER RUN EXECUTIVE OFFICES
wam.y should be darn aal.liaeni.armda� TEMPORARY SEEDING ma..e.,4-u bo wdewa Apply lb.eamweanbma d arm °'
Definition Aw.akdmah•..d lorJedJ WJm.bed.ahem merdleata. um m..0 woaaimm wpnan. - mm®I.mewr mat .1.1P461mbes of mil.solo aria a pea orb or higher need he mrnen SUITE$
rim_ may also be mod a make w'.ming moo ca..W effectiveTS m.
Definition a.rear-ouaring.mmlPmn.m,.Il.reim,mknm.. provide Penrme.-.ahem ImnmrJnmmilm.a.wbmm«.m Reference gym. IIOEXCHANGESTREET
Construction 1. O.the ea.mee d mg m or JI"reader roan.d arm ill... Covaforma.eor.1on..aedum. copra•IPlo-10 grade reml®emu-I,onod•�.Bo.fertiliser 60 amasmas DANVILLE.VA.Z4541
Purpose To pm.•buffer un wbwe.akles c2 drop dab 5 e Suuhmt to ohladets le nano,W properly®ede it moll .incorporated MM.,u a more
Me..of soil,Ifs br•eulici..o is 6u.Top.lua
RmWt®gn.mlmdk ma.ma®ah.mm 6enhnametwon. Specifications purpose Te.ew.y..1.eemem areas Mat willed he Nought m fie grade used...min seeds fenidarmoreWm sO mMaa hewn application. sF.es3.Mon
d m help cmhd due 1 Awe the gravel tothe yadc grade d donermas drown on dap pane
dwovh it fora wind ermwe m 21 calendar dap. Serf.mw6.-If meant allege
a
Conditions Where WOsertrnnae win.ln.ag.ammani..ouammkge:.o him. x.Provide m,ry area to Beaman runoff and h al p�mm.aegmm�or r operations genre tmaltm in•.lam �n
drainage m not nap w all,aduhk ma. ken a 1mam him`may
m°6m a�d a mmmhim Inak�w"' N.C.LICENSE:#C-2577
mewMer..oaramea.Cwwadon piers..limn.. audet soh ea.aapmmdv reap, mere0Mle m8hodn
practice Applies ph.
p�ely'carmwma en... w dd au sea prawomdmdsm py..tim,dm.dhm.abma.ter pJam by "ra;Y..emiaa T•bin VA.LICENSE#0404-001401
4gmctderapmm bemuse they improve Mabel!,ofthramdmionm m for
prod...et bare moil wvrwa during®aumiioe. I�mou.��m.I:I...mom before.mliog
Design Criteria Ate. d Mel.maw...
loa,wnmla Inge 1....1. Conditions Whereror em,m,m•mmad.m.pared rwerSPIACTlON
pad- hear mmdmn mud trap Practice ewnive cover b wededw la then l par. ma.ahem when xenmwwJ+eawinmwmmmwmamnhea.twrm.mdiag
DimemMies of gravel Maintenance...• APPI' eel.a.„J Applications,...row ..dwin spree.nhk 6106 for ranmmm111.Pl.far
2rvha....um loving der may rmuo periodic tapdnaug MNu2 emmlmhpwr.ry eeaemmbrm.,m .ry m.dbNm fall
wash. a of me rel.. inch ea a cash rain.,ayes.,.dame hard to hap sm.nm mpm � PHONE Na 4 4�792-3680
�."enan held:a°mne and aea fit led m« Isom da lr m e l nm.bnm m.n _ have pon FAX NO.[phone]
1mM. SWw anima sp wailhN annekm onto public roadways. - naum, 'et thew dmu lane of
Planning A oJlpwrv,which sprout m Mowrapidly eon move keenly one re.orF f1L4O When m m
I.a,ti..-Locate mh�uniwh amen ma min emit wdmml him m. m Considerations seeding�,.n iri'.' wtetnpwaryr'g".dveon'n'caeca w'""y��""I"'.w13
WWw.landeng.eom
hying dies...provide w main=Wily by lcmmwaoa rrkw References xm,nr/k ivwx„..ekexvve mnlr.diversions,the mtemhwar de.d old eonm amine seaman control structures o�
(Edema 60.1.Amend se.wade,and ram®J maven b public rods. n,,Siam,.mw.l.(.lane asssoc wranedmiwY Foreumple, or hydroaceder.oB[D,rvC
rmH.mH..eelwin.ar=Iwnmm�lhromnl.ull.mldMeromram•
Sam ra.aaadou.,, M. ar oa tm®mabain clean will a irw.m,bm arse. or... ,N��ven in 6.1.6.10c.
where mkt Table 6.1a Seeding mixture
Ore Temporary T. an msewa zone.arem ve em .e bhhd hvb la hit
. mr recommended because of tl. Temporary Seeding Sped. Rate(Ibfacre)
7
Proper
seedbed preparation.selection of...puegnies,d me algaly difficulty u.Aievitg•dbm awnbution. Reeamtmmefb.fur lab M Wrh) 120
r immam'Mb Marna..Pace 611,Parma 5... kwrdar endEarly tpd.. Ann.lwed®(nm.a
'•Y bow SmJl wdm�.'bad d.0,2.more Man llah drgtd.520
/ -Z •- Womidrhme dmi am 0ecuhmmeulooe C than l2 huh 05 10 wed row.aged M raking Ddxati.In MO caw Plain, 30
wew,niwn Ma will not mewl or dam sygmg,d him lightly gen.d with a mull or ahipaker. )
(rydrmmd.bm.a drdddwbde•wodnh.wauloel auks.
and Impale.when duMbn ef Womanly corer.not m
Pw.rY,em I.ou;hm wowl®wmerm chew r®.dmurwaam edrd beyond June.
so.m .. mama
.W.I..er.1l Hero man calls wawmd.nmw Seeding art
eon.....adJ m sang ahem roman hems till mndiewh. _
Specifications w•ging.rmevenaxxmbm+ ueeemy'ewe. ludca6 ,Afiarw.)Ibm.w mea.neuwhude. grave.2500 fog Fob.15 is
V �. pr..rumadiawmwrya, mid rlopea •audits.fill(m w eaa(..fits meats ere not amde. W
acre
m pWnoM.wr.,.lfy1
7 beemse they nmw.mm aeo..am - .daa.wMm4
Co.Wi-ffe1 u1 Apr,6
Armin - using aripper,f sals ewe.mnlaeedor Pe, m.dath of •.kaimmp.mual,
• 6mow or chisel plop. • F00.1119/01.1•61wr
2 3' M1 WED.,rex2ARA2Oo •acme ad tallow fie' Fdom nean.drwe d sail ha 0r apply Z000 Nee ground �rTI,I
••• abed PnmarknaamrNma®Nl plat au6limmmr A h miry,whp meuywsad4d •pkle•r firlerr..d No Neer.10.1P101ehb'trer. tat
^
aereoegaregde .'..- ,e_ / gm eed.d is wet19u1r=hers loom and mirwm,Whomh gaoled her nWM1emnrobe eulJhmummeummewnueed mvewrlurlxin clweeb, r� M Mae hem mum,the awbm ror.le,1 aria.man angnlv.urferw ,akee hlp tel.Sandell hedge art n..be Weight thwrPmm6.m4.akg1. r^I N �
6da.2 1.eemon•se wml.c,aal Vl
rareame aewaramall.aoh_..arn......m.....mmd..a.an yet saw.) hem ewa,.m.aom. ror m
1s..rApplr lime.rtadirgmmil®mmouwdmim..IfrhpN(.o0ny)
orthe mix a ply.e mngplimmareaamende.Ifthep“limestone mtlte Ikrlllea.re
gatelike a era...n fey adequate Rend,*Wm end meld
6K1 wan 610.1 610u• knlndref blwkg mown adrrN.q. Lt �./
w U
Standards Standar fend Specifications ----Prertiar Stand..and Specific..11 __ -___. _- p
"' ® Pena.Sl dnrde and Specifications
1111
all -_- 1Te1.Sll.Windt 6J1n4 I0ek'.e 'arnd posh.. _.mum ......."_ dram 22met4 irkmwitiea lea a.me.d kn cv,apm LAB,
PERMANENT SEEDING Matielsdmbwrrmrmmm ^ /� O Ted.clog Seeding alarm libeaMe li rV/11 h+M Tem ponry SeeOl. S.pecd. PateMaze) >fiAe0�'OICNbrBYMlleMr[d10RialIlY1MIKe MOMrbn rro thmh..wOrodlpr.mo Aw<mhRhrrnRl
RecommendatOunionr ion Bernlm mfiet O PS DefindlDn CmeoOu m baobm Membiabb.a r.�il etrle army Nrllel Forge„ Lend W.0 r, .,rdddrdirkstril ornerier... WMa aim prohibits 7
Intl.P.m.and kbnle.,•rewnmee Soda...may be eradra i wpm Pak POW ono..rid Mao gmenl a..i. I'ooio-e M Mam.Mo- e We mon
dmods ~ 1`"''-g1
rmeliwdr•aWohoboa g 0erg /A\ rTl
P amen pN SbTg a.KS al Swede Wale .mpoememed omen are owed fiemwy m aud fualld dmor�ash venao. L_ I.laul W
Oro..-awI.116-Atp 15 erpose To aweh - mM arcm.mmm dem.sediment weld
from vnmdin..area,ro ar hte r).kik Fa fmddlY regularly.ddtM(Ilmcve Nan f-M1ome ceelth)r�o(D wens ro rd.W.teekungerwun.mWdwone seed,krulav, 11��11 ,Itptl (�11
( ror allows uladm of firm appopaeadw roue:l.ms Av.. a,0 .05.10 OM Too soy am red mac dams are long-Weed puma Mat rem atp.sad
apntim. r^
Pidtva-Ny-Alp swax _ _ VI
When mulakmne,pract
ices uidol mamba against erosion m mp,bpe.
Coeur PI.YI-A..16-Amp 16 are 6aelea d d eth.eere in en urn
nail r•.M.nY Conditions Where vary.am vmmwpieh wohwee....lived wgd.;n hive is ae e to enrime
Teems. lal.M.el end.r0.d s..m.o Too high in clay the strew of�pdmafip�m�s.where bi,wneinrm.rley are plan.smd mrgmuim - �ntlay...aired laltu p m"rl,
Fab*one d all W b x,000 bell wad mire 100 We m0.Permeven perdu abwwarhmem ud •m.amvaum moll .0
up. dame Practice App des m inn ygr.em a;m.teogr e k a Too high in ad fins
wine.*inwa..r TSOgxee1P1P10Ir.M.r. m._ ere eMen-m
kfi+dm r®I nad�' Goer. (3.,d.) <,sx ,su _ m m ia ell,end do _nrhwde not. unnitable
AppH OOONeeer.NwdvJ.r.bdiy..ha.fir.r.m6M, Anse - row._ ..wdmd fiV^•'ds,(>1O b) els. 3-10 >10 weer!theog00 tittle bunewa wtesta'Pl.m.p.g.dr SpeelfintionS dine .ese non aa.66I 1.e1 P...•gew... O
o e mukn arkakg id.A6kwM meek dm�yr.baegnr -arms waking dap. .i.dq fn. ..urea.arm. D m A0 2.0 .20 IngeMaod a ho all. tom U•v me bwonsource of l minhva th nnynen Inge comma mmnat i
11.1 w•mulch achor69 haultemw.> q.0ed. and 1.1 roo6.daptn Minsae d.arW ere•mho meaan hnkwJse matlrvse arewmimwe.Sla ugbe 7
To
al
e.
Retells ear*arm[RdyMeqmaY.R...d.er.r.ehrm Pla -g Y.seuiom nm.ora+i m.macs cam r®aap sw:H(n.nnwbnl ate ore Exams salt for.11.1.11.106
ban.ua mmmm popeniw vegetation incl.steep
OIl tiller.,lop.stream or akuc�u �maintain as a a.wed he eml m lave me 1'-I
Im�Wykrowg r.wtsel..Y.¢ Consideratl am. by a..g - aroma now. Jn mmhuaa m .womb am
,won comae and economy.was of "0 a..sods is hp n. w • ngb6m-pmelw Mw�m mmimu�m of O
mahe.S..w.Rol..Th.drwuwa of.odor over otherhim 'shy d.y barn(son,Wily ay loam(.0 Wsy ken(N.•.Jy.m lel).snkan(ae.lumy san(M), m mended to 4m 0W4I.nREPARATION
nanao amr11 soh a I1
wew0mxatg pOd.mad.mar M.cost low.00.y hem.d .adrW(•01..W at.).a.vlel.erg 00,sal(e), rb.n(4 immhonrw mmalmna.W0M wows The nrfaemdm. O
weawguiNly of am...me di...ormaag mclme: loose enough arms infimmm old mot penetration Ile pea W.P. •hen omnlore ape m pvmn row peeeau.-
a..mot nom Ile da to
•mwul red voske avug the eoblahm.esaw, team•by melvhl m 2wl5ih)of the soil him.be ash a1 i1 is not tonic d sauna ere can depth was m provide m
wear.E •Wesel tied reseed
him toe tan 6wm'.A.R.Sob Handbook USDiae0.1061. �kM.--aefv.lizer-rn.be r Moms 60 held 65. ma-.ddm. impermeable wlefm mwh n barepau+ ofmilhoake net
l •We noel to red wa.e..d Wes. 'M .eear tomE lwhen 2 . a r.T�l
me and aupwprna monde ear,emiautimd pwuwmdllmumdfuh' primarily
rap W
_ Seising nekton
•early word,, Coastal Plain tit -arm bat t. I'ink d fit growth•r•lh
Mpo.%phut By iaims.N 1pH,i also makes dM room,bum.,,era large clods of es.a.A
Te.Por Tab%&Ole q singne Rau(Mang T.pm.-My w on be .d Oomph MOUMIII11 Piedmont tipper Middle lover Ion upnreo Jhm.mo soak. lob andemm.W.enm
good lodge claw...eat 4 __ decree., kbiar 202,0 n22.4.ov.MmYmis'a Nwm Cad4u.e y lute simper him 1.1 if
R•mrurrrbn•for FM Rw(oab) 20 - plow mama N dea....re....mica adequate `j P Aerw7©oo1l/�,y{ I��„mow, huh- pia.growth
cam -.der - m..e.
Ora.dew
15 , `Thacl'n' dteashesi.wf " `� ���I©Vl',�J,R C , After seed is•p••• be ptmwrm with.auksmhall magma �m.•dyamim'u,� 0 0�■ r .�.e!g- 'h wart we've,wbil<.marwmhs swim dmw.dong him" e may be applied in accordance widt Peace pammn
Cs.
.�M1hr•r�se ,S-Dec.30 pla. aer0 t hCaro.,with den. �tmra ao�.why delya mums..
rsl�/..S.ara41�� `A rikV�='.���Sr.�W w- CPSLOPES WEBS
.1 hd.w apply 2.002 Worm madame imam. Oy.aa•ph - Pkeemmd Cwub1 Pam ✓� 7 ebb should 1pal.me
,Ole Nee 1610-10 feebly, (Fiw•e 6. 1 1�, -1 apemen of des a..an Jaw JmtmDm pal,aewol be following naterials may be.ed.We smcoae
QrillO=�.0,-- r - quality wieveveawlc.n.paned
WO Scr6 Mawa `.-.7.►`' Tidevrrer "wywaked..m em.hwm mnd.rbo.ohmg6y 6mrw•btl. soma '6 then Warror OlauW moat
Appi1,000 bra•Ww.NdwWw.ybdmVwMeWIaR,I.nkq. oTumti6ry bo:vu 'avowed SOM NiIb �I blJunm .erg.........
am.•maeate.eamen.d.nlsyaegMurr I lb.To fmd'^d.spell .macifi lbw rob •�I mwa fr<geuimm Pap dope inches
eraor 1 .par owviPega aCrritwve
or teed ma n.faardak.m emegb Wined cam Arc it d mew, `� grading. o slopes,for thel. 66 iahe -.ppopi.aa et fmy� m add �� p.�
�� R d Mee he pap.end aeamm m A loose,lough wdbm a essential. .wdw Rem m 4 m art te arm a ea, e••'/N RRo .
pr.vuw fida,ibuiwu nate..aupnmmyu a Ws ol......aram............ .+mmeea w mmaamm io stomp vim red a k.m 5 moron,Jtee :p-O/4F 4•L.,�
Raw.and Marlin 02. .. fir.darf.Opine.NM50 bhm6a o(hmicmmiJ,. Z /.. A.
Wane
d ledges i Meth.I e i neuoay le ad We..y S••d-a I r
anew Arms wan*sop SO Nee Note dentront mew eel t11.2
02. Pik)a Kamen(Moab.)hewed.•b Ir1•February a 6.11u 6114 •I S' q
•r.MM. 3527 p C
•
___ �••.
�•• 'fir I N •.
n.M.arbrMaSp.hrombrer 13 Pullen`Standards and Specifications 0 ��+�/erg s,
'':51NG Whc caning anvil small r
mins nu more I.I SPRIGGING
final.M.-Sabdw.1.6.1 01.1.00.... m O..roeirgmv mei0o.iwu1Table6.1 le d.og, inch dmp,gra.am lemon.mmmmeeWan l/2 ii..gF4 p m,ahead. nnodavdn r Weald.old and mua be pl.. __Seed...
fire-nab otale�eea.ehi..ie msmw 1- 'wuo-E -possible,Semorp Prowl ado soh seedingvegetatively. d h mid Table Sill Seeding mixture
rtr.aba6.6i.�w.. OtiliC sodding plugging and
d' Wow mntaa,mndi.de the. into wwwue Iclurp lieneinionwe,cam Ilwde h ) m.are.nents Seeding No.2P for.Gentle Species' Rate Ilb/acre) . 03
T. .wear-hwwmraml6..a... dry mammai . area or.ura wmmr seal,asap Apply (mint). body Slopes,Average Soil;Low Tall fescue 80 d
oakraaayaram erg.
to etlaYerd - a ad.2, M fth In by die ha.. nut broadcast dnfimnw.muinsa Maintenance Series lespedeza 20
s�eirrhe auT d udr.utl d - - into am..rscheduling dd b anrni.. uniform Let - second ,hap moving o treeaadra.lob.or vest. transplanter.
oe•r.05o a v.mer right angles to the rnmpnn(kiyam 6.110.mKobe lespedeza 10
Amid beau.myb ad,Sue,d P.M I.certified seed for permanent soul.whenta possbic Cenil'tm and Furrow...M.4-6natmpml 20•Pun.Place sprigs about 2 u ripen
tap by the Nam Caulua Cry Impmvwmt Association.It meets in the row with one end at orabove pound kvel(Figure 6.11d). Seeding notes
publshed North Cade Stoma.and should hear an of.."certified 1.Aber Aug.15,use unscariled sencea seed.
Ux 00�. a .Roam,rnbk Id.I lbigrm60M. m4ulmm Suggested mown Figure e11d Pryer geese.a 2.Whereodic maxi and pen seabe planned to40 lb/acre.
is desired,
..wPnaandw Imma: N nAGc01. - -- :n�eorhee so.ono wan(n.anm firma Soil Surface T and acres Kobe intexab4D ldd 15
4..802.A lis.g of specie.melodies skeane me�a�,..m ahau. Figure 5.11e aupp card hull mnda.dd eye°°"aP ..Il'lln�lAlg..'�"'`� NLAeS1.14.A066) 3.Toextend spring seeding dates into June,add 15 Ib/aae hulled Z
55511000 on CERTIFIED SEED �v'u!•r } R udag ass. However,after mid Apr.0 is preferable to seed 0
Mandl emend p.mmm r_ 2" � temporary cover. In d
.role met,,we coy.osier amities lv..mpawe qm. N� 9 Seeding Pattern ` `s`■"r i Nurse plants Z re
him by moil m.San s.i. i(ca11 �I♦�MI♦I♦��� Between May 1 and Aug.15,add 10 lb/acre German millet n 151b/ U
perfammm r of charge by Me N .Department of Agrimmm 5 Correct Incorrect (n Z to
mil .gkl..mmy. .sample enmm information M.orb.or nom SLIM. __ _ ��������r sae Sutlarlgrass.Pea to May 1 a after Aug.15,add 401Wetre rye 0 W
are Beaux.SOYA.ror Omp'wting weeks pl >od . ,... -■■■■■■■• ane teal rim specified
our with e disk 6.nearly..h..110.Press g.so the (9ra'nl. CC Q
�� .al grwng. air also OLINA b
1/2 11�.IRRR5� n 1 hit bow.beck m die sm� Seeding datesv ra m Mane con.individual awhgk An.4 1/2 li , , min far seed gaud..aW seedling Stab i.M1m0 Best Possible jop�nm ranody hell am e.loll mum ___ - odor helpful in.._....erg adequate std.lo fall. AugSept. 5 Aug. O
Forma ngnmee..J imw.m. dry. development or run sera It is a requitement for ti• ne
ug Sept g Oct.Oat 25
_ w should.him elsewhere when feared era, Late Winter, Feb.15-Mar.21 Feb.1-Apr.15 '
i.ilds+mocy s�mds:- htv.de hem bye mmcm.ae critical for wmanlrn.ae vegetation paned a11.
tiovy-inmom clay.soils:23 tomr.ma� net.www+.-- with roller or rainmaker to providetime of yw Fall is best for tall fescue and late winter for lespedezas.Overseeding
Peru.:OP inn Neeorl0.16lOtvde ainlal btu.all plantings immediately aeamding(Nactme.4,Abkug4 applicationhim be[worldly controlled toneevelt rumen of Kobe lespedeza over rag-seeded tall rescues very effectiven. . LO
lam of 5� 10(or de alma) YDRRO5eep1ND 1 u1e emwmn of waled can lul that no Soil
Ap0h lime sad faker evenly d inmmoare ion theap4-6incites oval ' Sher munkning ie poicul00 imwslmt when h001000ling u aApply Hal weld. -
..wugownamokmeta.Operate ma..m Me ewe..Whew se... rm.lm.a skirt will provide me 0lml awe..lime,fmil002 ground
lime and fertilizer according to soil tests.or apply 4,000 dace ry
ir.Mace.,apply linemd.,lia.•roe*Rem a a amaew. compacted m emote.F.seed. Maintenance r of vegetation cannot be dein/ninmm.fully e4blie.d ground agnaltural limestone and 1,0001Neae 10-10-10 fertilizer.
Ramp.eras wading m Pare 6.ol..t aoyfwe. una0mmry or byt wediog ono:hp elects,camas, mil coverhap bum maintained mar one full year from planting Inspect - O
and.mane l•sv.Jd by breaking up l.geem.dr+ag m. o'-wade bah sot. mete f aunievniie repeie d waist mi.the Mulch Z
...vim...grow Napes dm 3.I0.HIM....rem.. wood IR. ll -1 should. t 2,000 I.we. same t o stand if Apply 4,000 Y1/atxe gain draw Or equivalent cover of, roar sudab y Sheet No.
m m•beably 1®d�edthar hu m dmrdYe.reqoYadby iw.IabLamumowun Reseeding hu'duryw make of plat crimping
Anchor allow by tacking vdh asphafl neltimgl or onset or by
bar sealed by wall.m _114-011.110111. 10....Yew al it rod*.mil p awcome orvisimmiewb. ed s. mumdm tare who ad.g mweri.and quantities of I- d .R ae nand no ertnpng with a mulch anchoring tool. A disk with blades set nearly
e amawa srad.eu - papa,. r mpwar.a mew mil
straight can be used as a mulch anchoring tcol. •/�■
annual species if the time of
wed withl.RhimdumbeJva apdopimooe apam w the proportion II a machinery breakdown of 1/2 to 2 hot.oca.add SO,
fivre.0 yea u.w.nak for permanent vcN.g / of seed
he eery remaining n+mtia6 o pnrny rma2mgl'm Maintenance L.
rn ie1.roe t a n f.Pegamm6.e'onwemaoa). p seed. y 2.inn a full rate ofnew..ally Relerlilize in he second year unless growth is fully adequate.May be
uniformly with a cyclone,nJe.eS,01.puma drill,
Ise ne..e.,arr e1n Ik and mowed ounce or twice a year.but mowing is net necessary. Reseed, Dote: JANUARY 30, 2023
p er some,or hydro..on...friek wd.d Linen not normally applied w.a hydraulic seeder became it babe:..It fertilize,and mulch damaged areas Immediately.
MmS men he blown ono wop slopes.dryf
Scale: NTS
6.u.6 6312 mud 'Refer to Appendix 8.02tor botanical names. Project No.
_- VNC\23-003-8017V-23003-PLAN-1_REV-1

Practice Standards mnJSpecifirafiwna © Practice Smnard.and5yerlj..'am0 Radice SraMat and Spear env 11�`�"
„„ .a a.rraaman.p®. .... PROFESSIONALS,P.C.
6.63 SombeMehew°Nyeo-zoiseeppine efficiency.mveinehgme.sbew Mat pour fee Waft..are t.0 mnevrnminimmn �a.meemtl�yp®usryaurbvwihmBmdeadvP aFq mrs�Yd.mn.Anmpk otprvY.<8<rodK ms.r4
SEDIMENT FENCE rr rmmnMWphtaarmmwtfed.w<omie.tm,eeimm�i:ea .mlegq ors feet sore that.at pins have me p.med.oldies end from.,.,.Mo.66a). ..acres RIVER RUN EXECUTIVE OFFICES
standards Weedy ..wean posts inn not minimum r veto h.nme g rwrc. a Pin 12 man orme rd.e.bnB.mmm.d Neorrbebmrn d<Mo�®mm.ne.e5+r4 rmr�.e dJ me®sal
q J. q ngtnMnnm.w rend with and.,med�ma.ma�mmdm.ph.6�laCll.) SUITE-B
Definition Ammmdin¢m=maolm<mmm�ekn.B.rDiodeamm„me a,shining.fmaimenned�en¢.m;riw.,,emenrmefm:=m,m,e.n=b«m mm�m.ml tre<,mem.nmmn,mmmBar6imnm Xra6omenmr9wimmii,I.rmaw.Xan .n,..,m<,aaan. I IO EXCHANGE STREET
Mon stretched. by poem Watmm rrM ledx mcmmnc¢aemA.a.m. enmmm For�nnmmrnxe�ore¢mw Thome,vmy,mm°f the een5u is mial w sot rem .pr..Woe*WY mam.m win tar be,icon re.o..
woeaedkormlram.r.emed.iuwy Paw mmn`mPo`° nrr..a2bap.dnutlam For rem..Fence Fabric rppmsrl.0r..limart d.apdmt ht.B....Bh�wda DANVILLE,VA.2454I
Purpose smell ainmbed areas by reducing the velocity or Temporary S.Fesm....Properly M.Do Wm�oeemrmem. m nest®drw.a ra Maimedstrm®<
mflonmdmw Sediment deposition Design Criteria Dm. ono on r<eme�taofat ores..,m - M 'h"'mn' _ FENCE xsinruTwn uslx6 Txe SLICING uErlroo only...fie® 14. r aib"�d'e�`�`
Conditions Where Blow wdhmmmmmasnb our idiom. Pmtrormnr6ma isthe
all m0moff is ebW.ormedp.14.1..dm shme is sles Wm22at the rpercentt.� .am.. r r`, s°°"cry�m mdmsm+m. Mi.mmtm.I.am m..yrmmub.E Pies of
tren
Practice Applies wine k..venom mod. , echo . . ..vas mama.fabric dnmm brm,l..r..d ti,.b.r phr.Wb{dlmmll,m W'�r sediment fence
m w d M trr.r.a..b.e�rod.,enr.mk N.C.LICENSE:#C-2577
length Whind a sediment fence does not exceed the specifications„dim" „q<a m lFig m6,b,.
a. The slope mwedr¢s .raw will
naamembmg nm..fae. m�mamrsw A . asanaronl. m _ mmmgaman. ma.... VA.LICENSE:#0404-00I40I
a.nur .or15m.Faam"o. l.10of re.......an mida.of.ee w,aeer,ar
Oe net insultsediman teem area...er.ntervq+... me0nm6< idd.258 x 1000 w 2500.1„.a.m ma m rem specifiCaponb:tit . gad f Cspa.11.....11........e.unei ellmne
other areas of nedenmted.ow.sou ,nwu � e e. m u �.nut'ma kn span walla
r>We,. getions
U 4..aue etly .i�m:Pobn
Table 6.62a M.O. ... Bhtm..rad.6e ....Area On
mmry8lle Pre.
.me ding mpugaphte elevation en.,Wm Slope Length and slow far 4% 1W 10000 Ne.a.oe..vam' ,vmOnm we W. . a.fma dim waEtm�n.mwmOvm din of me Wh rem nit rda�pors.IWmu dies.,he dXo..
it.m n i mM.ennow. chSedimentFen.b. 2mbx y5 ,shoo wa..a tat w b'k.a.brBwmm.apmagm=sm my,e,t„o�..rp„f. .hm� PHONE NO. 9 792-3680
_ ami.mam.l4mren..r.,nbkeriar mrem FAX NO.(434)7 2-3685
fence aims tmused sine bdowgrarded eepes man than lu fed in w ApplIce. 6.10. 50 5.000 .moo. ..ir hb.. ...edge d.vmar Wind
1.2016 25 2500 irdeloSatay rm'rm• r was to . Mo...brk eon.. d....m
>20% 5 1,Sig . a spaced wit.Me tope m .
Planning Axdweotfineisa rynnrio m.W s.mwm.wvavunko ghee lire ...mr.May..w egesa.rat.001.18 rd.argeol.balamem.. aasi won threei'i'. 011AND NUTRIENT AMeoiDNENIS www.landen eom
considerations f"'" .ilr rem4,4 40.minmmnmaaminm M.r.rea.hlemr.po-y.PakmrtemmB. •lb..new.hra.ra........ar.r. apart .maidh. 9.
in Axes..moony mime rare =seemwah'i hemp. .•a .... ...... keg l inch aes mwmMm Ir..r.trrtrl�rmi...m.sphmrma..
uses apnd to diweMp mbd..ce. �.ethatq< ..................�" •'r°'+g+gym.......®rat.+rrtr.DmmrmrP.... to ono pm nipple tightened
Wig.should mu= gPtnorimPoimamw.feem.00tarem rs re..tnnymint Asr 0 P""n'.gg'"g. ¢rib.r rpm•grow dr fflel� ed.ober fir
imt�fl.W provide mown ma,and m<rmm<. m.lr6 Wren,dnmir amma.Mp.++m.m. Ors. i....r.he a 1.pude.a..r.ww
h"ata°i.ro needing high water levee.Iowa
sediment N non-erosive m provided cope length may be moused beyond eoxereuenox I. ._ man z4 main f Id inch fabric wowed ....Yes he ere¢w.
Pewit learn pies..bl...dI r..-
rr.r.mr.�rr......r.rp..a
Iw•+poolea.. a se the.thoa*fen.mue.pmu reaches bywsaman'ow �u1 potential,I2.yn,�=e,r«,,,l�,e nxm.The ssamdabmrI. .*tent hem of saw strength m mm..emm ere. n. eon above Burma no.....,.r9al.a..rm.r..rr.r.r
ogromnl level Curling cad ard of Me fer.y shallow uphill in."T"mnmo may be oaryoftr Pnngen.aalong.fence shwltlrim keeping with The should he checked forawae,wvu edge di.rrmetrmr....emd........
astabilizedtrace .osa pPmdin. o ihaisinge the t eWague.(Higher of the sediment fence
impound volume24 aah0, commee. rrmewl.ewe bra..o............4a0.b
Ogrpm.m ®n an.atorm flows WI emeed Me design stow.
Previa,rip.splash pad or other�Pmtr.ion deice for may perm ) immediately
ne Modem ,s.c�me wilMat p .pt ro......i.w.ri..adne. 1
dewy tmau. Peri..ef wades Ensure eOePaim mot 040 feet of the
mmaie,mgaotmm ado 3.Cao.ci the filter fabric from a amino.roll
cm to eWag.of Me each axle .mdrm arum n scree o'�y1.9 Dmda.w prnmas0.W.Y...e.r.pH..e tl-�-wyll
the knee behmtl y , firs, m auch ea naMal...ens or slijd geed a roller exerting id least 60 wrmfep iect nines.me (0aH team ll�h r.l4.e this eye.
Wm as Bone ameedmens am bmmrpvaed.rat.b..aimn.
mP.fa fin, PPo .wwkpm.rent inn.areas at seem..points topmwde tome dement and ) - (See.O.N nrydt..rtr)PmP..on
fence vetspp The design aka rinse Mould be a month,. ad gm named 0400 The Wee
rarn®w.tm°Iw®mrm.l
2 parent is recommenda This technique may be died Me nimbi Paw. W
w. .<e.dy tome m teen A
Construcaon M `
�k ,h ra.mea,heYmm. m.pm.�to with 12 aamuniform o_ ll anchoring - The or W. dint �� 1 ma.skin link m purr res..
nod parallel Spec,.t Tema th, m arm' m gm. w through a.nmm m>a.nke mina raorme .Pp,�nr
MI.loco,.fence the
in ASTIA 0 d461,which is shown in part in Table 6.6.2b. S.When a wire mesh support few is Used.
s a
Saffinent.m.erve no 6u.. .wcomm... worm dim rbooa inhibitors and +am.r odo the mama maximum of
or mdmwo
cremelb=is Nile 1110rement awe.. n bleanamdrm.m wmwla.0ly to rovi.a minimum
4101,120°F of expected male comen.ig.a - - borot¢abm..ao-mwdmealf. produce
luded
hell. 'Bann mown Tn..=wde rnmrs -sdm,w.ran, r
with•sedMent fence may
s Wt
wn4mega.w gave - sea ,eau wim�me' IL..1, � O
washseppon fr.Securely fasten the film fabric air.aly to pins.VA zinc,.h dice el.ma mchlor.and ry.eon he thin mmmeuW , I
•••.w 6A2z ...Sill ne.au P Pwn snood haven minimise sopwod maremength uu amyl) du SW mpdm kn5 U
403
F ' z
� o
U
E, RaeereStarals end Specifications Pmrere Saner.andSyerifrmeonr R.CIoeSb/m6..,3pecgicYrotm 0 O Z
The Slicing Method Maintenance Impact seam on aweekoaaneach..Make...aim immeMately. Maintenance ma m.w km q mho Mm=m s.60 DesignCriteria s...d. a.eae.Y.cans
m n w�a TEMPORARY SEDIMENT TRAP ®spur. mesh ^ O
- Should m.3Vok.wn A. MOO shin rF...era..ma I•Ir^•) /�
he fibrin of a
t�.�. -__ ..__.- o Remove sediment m.awrrmnmh endive.¢..e.om� .,ome
Mmommnfwe Arm 21 n. the max, eel Zj C\1 CI
eqb�'a.. a. ineffective,rave h promptly.
=nmPx rear decompose or rtunv, p vH taws or mvam Definition A..I,¢..ey pnagrfwmm hyanmbmbm.a<mvam RYim 2t�� ~ Q•� I�1 V
n nw.pm ... .r i for u' - direst avoid r e a ae�r.rm-Imes anon ham it .Sws.l.pe
deposits m mew.¢...SA whore a m.sm.Be.oh®r ...Eat.,e�mr It ll//...I•
underoiliwg Ow
�. wee es I.sedimentdime .r<=.¢m . Iese. w amen.nice Purpose Tromm.se a>aladm ma-••Ino.aim.snt to pr �umg .dim Mee. wa.amxswnm.ade
mpms and bring m man°°ewae.I.: materas w ��/�
... re",e' f Removemade and h an.tin ongb..drainage ask has been Ru odiemwit arssn name evmibn®g. has 000 "s WA a yJ
area
m p r,abi�. .......dare..smkent..<afolle a.nge.pm°` x
.. yraen. b - area bring CondNons Where slraim s6 mPasp--noeM.emi.m..ml®edwro nr.rorabo.bm
~ _ Practice Applies a the owed or diva.mn.=benni6 etas m.Wt,m eon dime rw.g`y„i^e°o..ge"°n'n`.."1'ob`d..mWm
mares. m..n... References A -go.s.a.a P03223N nm,satFmce0aaas-AST6d References Aslh+_-og.-saedma pps in rasaaa6.siOO2.0m..-A.cIM by modeling 14*'0 the ldeunm u.Macaw e besslevation
ea .22 or
..
ea.de Wdr.AsiM waded ormrmmwm ,M tinwares.Witt.ASTM wm.a, meveYmm m.wah.g<.erm.-Imes worn. wohrrea Mro.wmnm.m.Wm.tim des dim
Q��?p4p ii� Perm Ar.slMewm,wsmse.twwaa�.e,,.oa.For ormm.As4Memmmm ¢atwwda®a.n.ata.m •eemw den, .egaWg S.eenm... wnr.m..
`>,, \ D� dA9Msm.d,.hm �n mrmm.®dmd, D mmS°f an S dies .°ImMmmmutim dim .md.ar W a m mid d mom m a m6 PmPm n,._...�, a.mrmq a..andm.m m
�G,r l��,r�r� mac m a awes m Asrm dmm.l. .m.rlR�.g.w.mt Wn.mmiul.mmo.I�mrtl.
��� ft"1;�\� mrq...osvmc mmowan As.d A6fM •rat h m a somor inlet lor.ed be.a ameama den., m.ge des► 0 r 1
Ob�rir �p qi�ii ormmzFayre sra.mAriM n.mmde ASTm womne wrmitw wtorl•.emmrr.m 0.
v
G� ,�riiby\S •s..am.p,..eman eow usig1 stmaA womom rer.m�.�m=n - e e r6 a .satamelrc Mi. Trap aver The Maas dew am.¢dim I.provided for Cl)��4� way@,J�� .,........wpm....m ..tm.e tsmnm.rYP•g<mtme.s m nee : urmmn wmmgeAsna verbs to n.�m�ds p rr.a.mr..i...m.t.rL6vm" Vl
rYt d\�O:��O,Q� m� ....t.ne....mw sp.m Silt Fence - and non wWn C. Sprague - mInstallation a�r.l meswmrm thanM rmoro.0laMss ammr.dwds r,d®tin O
,jp i,G ,,1,4 d Sp gue .Emmen m yen ring Select Imam.tr teen. auk.N..r.. .�moons.ern.mdomwmbleMsemiomm...urrdw. II
II
A rm"'r .:eiooar.m..e...d..... Environmental...e ""`d again m.we.hoes.m m B o" �`s�s hones ao-Y .am
r.ra.d.40 gr..leOrk .. Peen ma.a er.m.e ml..t.i.aar.Bbamrp laic lam seam. .b'Carpenter Erasion coot..hma*muw,m.y..ew ca0em=eainc Considerations pw®.esrYra.w r.r eves 5 _ ow .m mars from the dam m prevent short
Coml.nm�naw.m,mr-srm.mw
.-��m Roll[Asti race e�C non amsemmm Control Fled Manual,2000 gen.ky Duran Preverem w SedanCmwl Flm...200a. am 'd4artlslgs Mmllo.w.s.dir.. O
Runoff
®Conn.,
l4,,u, before I.i.1.s.i.`._ dra®germ •...p.m baffles(Practice 6.65.P¢.0 Bag..\
WI Drvmi. mpuuy mamrm M..e a.pr welly.car Sr pale.tlr tmn..d ehr •rv.u.au IS eat or.tlgnb fir ha bask glee,.d,mice .�.1
• .win ,100 '_ a.�a tihtsr.tr-'--M..l as.td4 ramsM ..mpq aft re....pae W
�1 e taps.sedae.traps M
Ne sium�ie.rua 4]�i�lei.tpalom.(6r _ Id•l
72 AIIII rot A atwb SWIM.. Appea.morns ones Pe profile Fmra.a fY.ir..+ mawto oreepe-M...e. r.ttdrr611.mat.
rwn 1On ....r.rhyrM®e..r.rred.apma.a
ire.
IS
WI
Ihmo
/ooud tr.r. 61 .r .
•m tar fire.Or sod _
\ � .Iai�asYlw...r..ta.tr.lrvM. hype be..Co.......�dm.......
6�iAw e"S �� t ok,e� bm..r.rbr.rl.r..x.b,.Y me.�Wes �.Y.rr b�M� .e^Pe°
wee or hem
� a.. e ".1:e\\1 ono a I 0= keep er....2:1�r :ra....raa Sr on..
m..r...ira fa b.ira.W es.Res rri bpar
..r..r.ti.rr..lgr.rms.betm..b
.a.Wb.da.r.....tr.rra....b..IrX.y omit.6.--c.e 1.the sediment tin ow.us....section of •
resincreel p010 ear emawo..a.on, Tin...�a..dtd.r...........m}.bl.rm.....Lr. gemarmatlm.ere low P.m Wmeluchr.,newae mtim.e.a
ww
ur.eeyWuOrc100.Ploobeeam dlt7..1 comp.efem ......i.rr.r5.+�r. boos�mmdel.ew era®moddaadim,dtlexargg.
Pgvr a.aura.an.mrormnpme.rnem.nmo.mr.rmm.mrmra.Ampamtwo seer nad.etrrurm ......a.a.rr...amr.2rrr.r mwoo.s2 v.wvides mom oitdewyam.tarn ,.eg..n...mesh skid save.melt mew
Bsire�xren�entm ter.�nau r�®om Wru.:s d aq�. ..-co*,.0 04..Wgwe4mmd.om dime is rearommo.)ard.mam0m.me .�(V` C'ARO<
401
Rays. m, dies.. 66m1 6�2 M a �.' 1
.
.I A43527 0€
,1e • 3�L �GINE � pI _ -- . .:'<UAMGF'o
6 `•
Nadia Standards udSperfrdo. El Practice Standards adSper lcoinns Practice...Jr.an an. P metlre Stu.. '3/�7/�3
-
.is or 14 inches.lee wire um.6m Of.dies mmrivn should _ earn.ram I.r installed correctly W order to fully tn..Men6mefim
vrith Roe mewl MCDol gflm.3 w..awm).mWmma Table e.etr Ot.h..p.A. Ymrb..m' 6.6$ Renato Figure 6.65b arid following k Mirk m reduce.dauugetae. Design of Spillway. I.n.) 14 V 4. rg rypoims:
DIDr
e4Po-XKeep Me aide la ofr.ilmq..an a 2:l a So.. 3 8.0 a. •Throne dices.nedsmrPamd.me bodatt.d.dm using I m
Side
Pm.a.enbmenmt,keep the aides ofMe.lr rm.m 21 Web. 9 .a Definition Pm.a handers installed inside a emPomry,miment dip,skimmer h.ivm Y w P.
r staples. Q
' 10.0 sediment basin toadore.velocity and turbulence of.water flowing C t " •,spin-,m brain should be oea.edl.f feet Wow ptl.. 5 120 risk fr.measure,end Ocilimeaa.wJingofseeimem from wader �qo Ma.of.sWimmt will auunWme in.fiM bay,so tltis should be
'D.en.htm..ani art minimum. before discMtge. . m; readily accessible fmmilmmmrce.
...Pray 1.166-'fheemWr.so.e depth should be a minas.or it t' _
3 rat ad.maximal...I feet above sr. POPO. Sediment hasps and basic as designed to rempormilY Pool runoff water tar
Construction 1. ..u.ueeeuede.mbmkmmtorev..m.m.a Wlow sediment m settle before me water i,discharged Unforw.elr.they 00°P .-Maa6MeW m.fmdadne be,.Wpnp CmegR wail .1 ag
mpmet PPir¢.mAnshave woad be m...•.3.y... . SpeClfiCatiOn8'°°' orem Haul el obemwm¢olmgal m the aredimly tar very emaetduetoheaut.with
and"..rt<i with
,,,,,,ou,iw,re,mm new fsvdvg�enkembmsam...Twamattla
.asp.fomdwon and...s m.r .reigo.rood wee drtpopvy. objectionable m.mWlm. of.which take runoff dxmeromtldpm n m
yhtd.dem. m. adapmilw 9Wckyto the amlm.q brie tnraection wrtM1 most __. pmrenaPmuam
Wa..pk.mhp.--B.p..pdhvty w.r.lm4fm loeg.duml i Pntmeo fill m.nal led. the nowmmdedamguWWrnain.Porous baffles pmThsve e r.<of,dimmt retention 54 distributing - i,� JI
m men di.ch.<of.l0.y.steno(Figure 66o.. .bion.rtkeal of roots, - process can improve I- �I Z
m
OM 00 ask inches..middies WrMoil foot are maximum ...........and Mmobiatim.I<m.m. \
eq.f-me,.Iemm8142...Carolina. se4Mh4TM<66r 6a 00 arced 001ra.emeamanra mmmrtn wnbu..mnknmw Cnt Pnd tic4A Pates ur This nanny arm g - . n- mobInniiiiiliiii yy yle rn a
_ Wh War,sedrmolnep,..sfer basin m _f `�/^ H
own
ns
Shall Be
cat.....N st.imin p anbmhomt Prom.COMM Sewed p Wpq Z
m by reins el.gmmor.k<yw.y Planning 1^^yWst
p+.g-xgtlen xererxa0,u5 5' between
Mxm meta.abu<tme.ad.ml sac g Porous dimes effectively spina.now gins.mhre wdth of seaman Yt��, R\\ seem y-tyy se2.ab.nnab.M.my..d.,rdt fn fU44
o zit, Ica area ,L#.'m-, Consideratons Win or trap Water Flows through.battle roeeria.,but is slowed sufficiently 3° \� F m O.MeM,rc,i.!. it .r� "•Izm..m.,ap.gy. O co
io„
Pl.. Reawen.a eo.mu even.gbda _ co e min mvm.qullwry Reams mesa.ofge dmnm ohm,up.th<Bow,causing it to spend across..mre width of the bane a8°
3600aN/eat �� et 1,1
•P..vu<.6ysnyamch.ory.mtabmof.mllwq founds.
(Ftgurefi65a1. �� m e �B.kM.m `
} morns..sides mat height ofMe din The trench ebdd m at SpmtmgMe now in this.mtero Ian Me full.Oss section ofMe base
tie (y�y` w sap and 2.wide.1 a side A.m. which in turn Mom now roes a velocity m much.potable In ddttiort
4 4. • A CW a Me elm.d dm mat arc sprl., Me turbulence m.sog<ay reduced.Thus combination increases sediment iq nb tmponrysee Minix trey
-, y_-- � Me
deposit,.and retemOm and al.decreases. qt ..-depth............hffi Ia..nOmga.Y
►, ;.gym im.r.e or... particle size captured.
8 a ...Ion e.rg.m. O
g ....:.ec - ask names should be S T.imeumon droved be similar to a sediment fence(figure66.he f.c twS _ I I I I INII--II!
r(drainage)section des mrnkmenrr. should be Too g/m'con esmon hrtket(Figm66x)or saw.Asupport wire et tempo....ash II I I I l 7 -
r6. M.1 Me one laa.w mniction:eeW embal.I mat* acmes the top wt11 help prevent excessive sandng ir.mom.u artnclM m it n-:
tr:tmmdr.,,,,2 ecrion. dim appropriate ties. rr - NNin.l.e Nimbi.baffles... �Yum pm Ice!
sa
ma'm o.c4xiN a m.g dyer m Q
Oelsn.anrd 21 X6'fa y. ...I the '" i, tram width a mown W.lengthTwo d mhfib.rb.Irarn. -- aDeOtb r
i.WPns..tlw lOftW .la..rlahmddrrenaeem.bonm
.1aSpacing d IA he adrtladb®,using lYrdw.amdn
Wet �• Ran V. l r .b..l.�mm.IB.p '- a• ry
•
Leanne rho W..........W.. d
n 1 g empaf a wd..wa.re..d .wmedred�abmd..n ,_elew
m z
99 .N w.b.des d9 d.(cYeB mhEl.d ` - Figure 6856 Coin Fiber axles Dabll Sheet No.
---- ,b r,gv�'' es...m®.M b...hest..be mmhme P.ed.. -o L N xous bane to a sediment beam.
ul: r..I..10doli rr.omof.lm6=amna ihemon. .m I. 3 Cr.aoaa section ore
�.i:i� .. r...an..q.dM.hYnshmad..r, ra _
fat➢I..grra.ml 5 basin mat mower.pre....Use 3 €ill
l.am.....a.w.a...rm w.a rmee.%Awn...nu A n v.� 3 of 4
. P.M..cro e.rrmeofaI.e ...n„m hd..s braar..drP wrmmimpow ham u.Bdmry
6bA+.as m.,a..r 45_...ad row Parr.).
Dote: JANUARY 30, 2023
••.•r "Ls .a. ilk". .m.et, 6651 nr..y]s 6.653
Scale: NTS
Project No.
_.__._ \Nc\23-003-6017V-230o3-PLAN-LREV-I

. -_ PadineStandar.and Sped/learns Prance Standards andSperifandass 1A'I&"
GROUND STABILIZATION AND MATERIALS HANDUNG PRACOCC5 FOR COMPUAZICE WITH EQUIPMENT AND VEHICLE MAINTENANCE B¢21E 014¢rE neworn Construction MATERIALS
THE NCGO1 CONSTRUCOON GENERAL PERMT7 STRICTURE w1TH Lb. PROFESSIONALS,P.C.
1. Mauitam vehicles and equipment to prevent discharge of fluids. SpecificetlOns 2.Use molting made of 10026 coconut fib.(wid twine woven into high
Implementing the details and spedFnations on this plan sheet will result in the construction Z Provide drip pans under any stored equipment strength made*.the properties shown in Table665e. RIVER RUN EXECUTIVE OFFICES
activity being considered compliant with the Ground Stabilization and Materials Handling 3 Identify leaks and feasible,or leak equipment the '1"S' "Ow ---t ,,/f/�.
sections of the NCGO1 Construction General Permit Sections E and F,respectively).The tY Pair as soon as leaking equtpmen It: N 2 s SURE-B
( pectrve Y) prole[[ I„I'i - - tapes should be made of o 12S inch diameter new steel wire famed into a
permlttee shallcomph/with the Erosion and Sediment Control plan approved by the -� 'LI'dagn not less than lz inches m length with a[bolt oflinch m swdth The I I O EXCHANGE STREET
4. Collect all spent fluids,store In separate containers and property dispose as �r••-a ..�f11 .J „.4 steal.anchor go para.baffles into the old.end bottom of the twin
delegated authority having jurisdiction.All details and specifications shown on this sheet I: - DANVILLE,VA.24541
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). a.,
5 Remove leaking vehicles and construction equipment from service unit the problem air '^• ,Pw�'m�' - b[mare that h P.ts for peso.baffles me xi a tenmrnt.wide m sapped
has been corrected. !'6su��•'•' ��- _ inn.m desired height_Posts should be approximately 13B"wide measured
SECTION E:GROUND STABIIIZA71ONL - r - parallel to the fence,and have a minimum weight of list Mhnm R The pate
d Ground Stabilization Omeframes 6 Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ! • �� _ must M equipped wins an anchor pl.hawng a minimum aura or 1a0 square
Required to a recycling or disposal Amer that handler these materials °� e_�1�6Ci "� ;�o • rn.and he of self-fastener eagle steel type m haw a means pfreamng N.C.LICENSE:#C-2577
stabiRx¢wrthnn this sue'- _ _ wire and con fiber min m the desired pmioon without displacement.
Site Area Description mast calendar Tnmeframe variations a w�osraxmae 4 Ures- tit for
days akercaasing UTTER,BUILDING MATERIAL AND LAND CLEARING WASTE -tF zj Table 66fia5 Specifications
VA.LICENSE:#0404-001401
gauge high remnanwire reap.wrist.
land disturbance 1 Never bury or burn waste Place litter and debris in approved waste containers. for Porous Baffle Material
Coin Fiber Baffle MMenal Propertynu Requirements
(Al Perimeter dikes, 2. Provide a sufficient number and sue m warn contalners(eg dumpater,trash CONCRETE WASHOUTS - . Thickness o30 - PHONE NO. 434 792-3680
5nlesetaditc ditches, 7 None receptacle)on site to contain construction and domestic wastes L Do not discharge concrete or cement sherry from the site. _ guregaw Close-up porous baffle. Tense Strang.eweq POO Iis.wm iniman FAX NO.[phone]
m slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 1 Dispose of,or recycle settled,hardened concrete residue in accordance with local - Elomaron NM 69%x 34%mmdmmm
Fiow(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. 0.f Weight Oceania 20 ce Wren(6
(HQW) 3. Manage washout from mortar mixers in accordance with the above item and in •g4? 5. ' n'"�+ . Minimum Width 6.5 feet lca0 glm�minimum www.landeng.com
Hn Zones 4. Locate wane containers on areas that rip not receive substantial amounts of runoff 9
from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials onimperviousbarrier and within - - Open Area 50%maximum
(c) Slopes steeper than If slopes are 10'or less in length and are0
3:1 7 rat rteeperthan 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter siltfence. Figwe46ae Exanpledpawn baffles metle.
allowed providesecondarymntainmem.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per loalrequirements,where applicable.If an a.aacnat kewien beMxt as virxetlhan me CONSTRUCTION
-7 days for slopes greater than 50'in 6. Anchor all lightweight Items in waste containers during times of high winds, atemate method or product is to be used,contact your approval authority for I.Grade the basin so OW Me bottom is level runt to bark and side to side.
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.wean up immediately if review and approval.Ifbal standard details are not available,use one of the two
containers overflow. ofhem concrete washouts deg on this detail. 3.Install the min fiber banes immediately up""excavation of de basins,
-7 days for perimeter dikes,shales, typestemporary con[ provided Design Criteria Therempa0ysdimentbryaampmarysdimentbdn shade be sib
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk using me anninPite dea®I anon,. S.Install posts across the width of the sediment trap(Practice 6_61 sediment
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormnwatar accumulated within the washout may not be pumped into or Penre).
-10 days for Falls lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must cop'• letmrs:25%of sface�ror.cn section arde coneisssr"gow::
be pumped out and removed from project. •first eel/259'. 4.$tat pc.shouldisy he drivrnm a oalddept of24 inches adO incheaced s
molt®hit m
-7 days for perimeter dikes,males, PAINT AND OTHERLIOUID WASTE 4fest span.The top of the rabic shout he a minimum of6 inches higher than
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streamsupwetlands. 6. Locate washouts at least 50 feet from slam Wain inlets and surface waters unless a •second nen:25ss the investorthe spillway.Tops ofbama should be a minimum oft inch.lower
Id) Areas with slopes can be shown that no other alternatives are reasonably available.At a minimum, •Collin cam:2s% than the rope ofine 0nhen smbanluer
flatter than 4:1 14 -10 days for Falls lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protcetion of storm drain inlet(s)closest to the washout which could receive Baffle spacing in figure permanent slamweter has.is beyond rurehay.
them Is zero slope waters unless no other alternatives are reasonably available r 4 Install m least rime rows of banes between the inlet and outlet discharge
permanentany areas with[era 3. Contain liquid wastes inammzolled area. spills or overflow. sum to conlsmha bans on the rid.of the taper basin banks so wow does point Basins less than,.feet in length may use,ban.,
Note:Afterthecessation of construction activities, temporary7. Locate washouts In an easily accessible area,on level ground and install a stone not Pow mound the slnmnms.Mon of the sediment will be captured in me inlet rTl
ground stabilization shall be converted to permanent gmundsabilization as Cosnas 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in from of the washout.Additionalmntrols may be required by the came Sim.particle aim slime.arecapoad in Me lacer cells.Be recto 6.Amech a 9 gauge high tmeion wire strand to the steel pose at anaght of W
to ale tap far Mance end sediment removal. incl.Won In the Tway elevation wit practicable but In no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. maintain access
sagging, If do spillway
sediment basin
11d�aan fasteners to lv.em
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. nIn prom LI
8. Install Mleast one signdirecting concrete bucks to the washout within the project The design life of du fabric is 6-12 months,hit may need to horeplmed more mummer basin ofa greater depth,oebane height should be based m de pool �I M
surface stable against accelerated erosion until permanent ground stabilization is achieved, limits.Post sgnage on the washout itself to identify this location. ohm if damaged or clogged. depth during mem atenpamy sediment bade
PORTABLE TOILETS 9. Remove leavings from the washout when at to 75%ca to lima CV
GROUND STABILIZATION SPECIFICATION ngs approximately capacity
1. Install portableor bleendssnl levelthere is
alternative
feet away from rtblm.aim, overflow events.Replace thetarp,snal.When utilizing
rtememer5 structural ops
Stabilize the ground sufficiently so that rain will stint dislodge the soil.Use one of the streams or wetlands unlessthere is no akelnative reasonably available.lf50 foot components whenne longer fooctonel.When mailbirg alternative or proprietary gui a"whs m''sus a4s.s
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. �h `/
Temporwynne ZAgee Paealmam5NMl4ton on a gravel pad and surround wo h sand bags. 10.At the completion of the concrete work,remove remaining leavings and dispose of
or re grass ` V l
•Teoenrygrazs seed couched with straw •Permantassseed throed we m n
with straw or 2. Provide staking car anchoring toilers during periods of high winds or in high an approved disposal facility.Fill pa,if applicable.and stabilize any disturbance 111`���111
other mulches and Whirlers other mulches and lackifiers foot traffic areas. caused by removal of washout `_
•Hydroseedirg •Gen4ztile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control products with or reinforcemen[marng Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
ORout temporary grass seed •Hydroseeding with properly operating unit. •
•Appropriately applied straw or other mukh •shahs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENIICIDES
•Main sheeting with mulch PaarnStandards endlpecylemamn O
•Uniform and evenlydbtribused ground rumor EARTHEN STOCKPILE MANAGEMENT 1. Score and apply herbicides,pesticides and radehdkldes in accordance with label
restrictions.poherbicides,
Tcamrnd 9 O W
sufficient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-matarial stockpile areas at leas[ gauge minimum high tension wire mated m aide of Win a immu ,I}I F/••ll
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls 2. Store directions
es and ro,ingredients
des in their original containers with the -pasts bane to side of basin and acure t"wnirW end posts /�
raining walk and surface waters unless it can be shown no other alternatives are reasoneblf label,which lists directions for use,ingredients and first aid steps in case of shown in Figure 6.65b. w
•Rolled erosion control duets withseed a¢hdtstorencel e herbicides,
vA U a
pre grass available. 8.Drape the win fits mat over the wine read moumdma Might or6ieeW
2. Protect rtcekpile with rile ferxe installed along ice mslope witha minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is above the spillway elevation.Secure ae coin fiber met to the wire shad with
possible or where they may spill or leak into wells,stormwater drains,ground water plane W or wire tamers.anchor din mining to the sides and Poor of the rTl
POLYACRYIAMIDES(PANS)AND FLOC slate b S five feet from the toe of stockpile. or surface water.If a 11 ocars,clean area immediate basin with 12 inch wire staples,approximateA alongF+I
spill immediately. approximately I .pen,ale de bosom and /LrJ\1
1. Select flocculams that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsae. side slopes of the Win W
construction,selecting from the NCDWR List of Approved PAMS/Flonculants. 4. Stabilize stockpile within the timeframes provided en this sheet and in accordance the a.1>a not spfieethe bhrir,bm meawdnwmpiac woo the Win y
2. Apply flocculents at or before e inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined 'hrlkrM' I.y
3. Apply floeculants at the concentrations specified In the NCDWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOIOC WASTE cal Adjustmedlerxs may be inquired in the sapling requirement 00 n individual
PAMS/Fbca/ants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent centre'needs. I.
Wm cod
rdous
4. Provide pending area for containment of treated Itormwater before discharging 1. Create designated he cneta waste collection areas on-eke.
offsite. •. 2. Place hazardous wain containers under cover or In secondary containment. Maintenance Inspect baffles.leas once a week and after each rainfall.Make any required
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover NORTH CAROLINA 3. Do not store hazardous chemicals,drumsor bogged materials directly on the ground. repairs immediately. O
or surrounded by secondary containment structures. ,Environmental Quality .,.•to omit.°aarss to de banes.Should the fabric ofatitle collapse.
teM Mc...z,or become tmR rive,nePhim it P.P.- r 1
RemNCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 storageovexamenn the neswhrnn to
redhauce
pressure
on deWmnr
retinafor dieagingthn crtoreminpcmu.onnbeben..
Tell torero avoiddamaging the clean.,and replace damaged
wut apenions.Sdment depth during
nreva exceed loaf Me
d.igned storage deph After hewn ibudng&mirage area has been properly mabili 4d,remove an
bane...sand unable sediment deposits,bring the an.rognde,and
stabilize it
References Sediment hap,on Barriers
PART III PART III PART III 6.60,Temporary Sediment Trap
SELF-INSPECTION,RECORDEFEPING AND REPORTING SEW NSPECTi I�ON,RECOROING AND REPORTING SELF-INSPECTION,RECORDEEEPING AND REPORTING 6.62,Sediment Fasces
6.6,Sedimentoer Fence
6.64,Snkimrhha Sediment Fssin
SECTION A SEIF-REFECTION SECTION B:RECORDIREEPING SECTION C:REPORTING
Self-Inspections are required during hornet business hours in accordance with the table ],MSC Plan DocumentationMc McLaughlin,Richmq"Soil .v Baffles to Improve Sediment Basins^
1.Occurrences that Must be Reported N.C.Ste University Cooperative Extension Service Fact Sheet AGW-
belwv.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Penmitees shall report the following occurrences: 43,59,20(6.
personnel to be in jeopardy,the Inspection may he delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection.In addition,when a storm event of equal to or No.Ceram Depem"em of Transportation Eronon and sdimemation
than LO inch occurs outside of normal business hours,the self-ins The following items pertaining to the E&SC plan shall be kept on site and available for Coe..Special Provisions
greater self-inspection shall be inspection a all times during normal business hours.
performed upon the commencement of the next business day.Any time when inspections _.-..__ --. (b) Oil spills if.
were delayed shall be noted in the lnspecdon Record. Item to Document Oo0umemaeThey are 2$ga
on Requirements • Ions or more,
Sullivan roar.City of High Point Minion Control Spcifimtiom.
neauenoe la)Each E&SC measure has been installed Initial and date each E&SC measure an a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, Damon CS,J.Cana i,and R.A.MeannAI'nt 2004.
man. lemmans.aai Imbeat.m rmeni ream bade: and does not significantly deviate from the of the approved E&SC planer complete,date Hydrodynamic 0n000iemmvadanrypesn baffles inaedtmrnn detention g Mao
kdnmsnws) 'amino,dimensions and relativeelewtiom and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or pond.Trmatctionsofthe ASAE Vol.47(3):741-749. wgaaCA
mums... Der daily rainfall amounts. shown on theappaved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume). awaQ�N RO
good rhanaw Wits rain goose observationsriods,aW individaere maiday ne Wring nfall weekenda plan.This documentation b required upon the 'ww O � !
and available dui cumulative rain measurement for mow mae initial installation of the coed measures or if 4�6 wn s"3 _(/ /(t� w
nessdea days faro Ws MP nommin.a a sire sp.-ion a the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 J/��A
aid)Days on wMch no mime occurred mall be resod.as installation. of the Clean Water Act(Ref:40 CFR 110.3 and ID CFR 117.3)or Section 102 of C ERQA Zd'3527 0
-swot'The may ow amines rain-monitoring device (b)A phase of scarfing has been completed. Initial and date a copy of the approved E&SC (Ref:40 CFR 302.4)wG5.143-21585. �� O�
DID At bast once Wntification approved Ohnmeasures impeded plan or complete,date and sign an inspection �i2 F' oo
z almdaaays he inspection port to indicate completion of the (d) Anticipated bypnsw and unanticipated bypasses. 7YG/NE S'J
whether
no impaction, construction phase. ,•••4 �(If�M Gp' �A
bun of me of rawn at win measures wemoperaming (c)Ground cover is located and installed Inuit and date a copy of the approved MC gees
ze neat le DDescriptionor maintnanre needs for me measure, in accordance YAM the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger healdn or the a//����
P Descripsffln,widen,and dared taken_ pbn. repent°indkate oemp-mince with appeased environment
mttmmwnm h nwKteea, paundrover specifirations.
discharge in day
outfags 150or1 imperil n, re TMmalnfemweaM repair Complete,date and sign an inspection report. 2.Reporting 7meframes and Other Requiremmis
bourse( ma nM1remnmm fuo,wmhu.pro such as oil requirements rall'MSC measures Aftera permittee becnrnes aware m an omnrerce that must be reported,he shall contact F r
went v 24 hours inch m aamnmsaor e sedimentleeawigruk. cc the appropriate Division regional office within the timeharnes and in accordance with the -I Cl
oesnpron'evidence,and dare.orrzaiw actions arm. 1e)Corrective idiom have been taken Initial and date copy of Meapprovetl MSC r requirements may also be Q
(a)Pointe.. once per mooches then a n:sud to E&SC measures. plan car compete,date and sign an inspection other elisted below.Occurrences Outside normalbusiness hears
w Wender days aPorttoldlncetM completion of the
reported to the Department's Environmental Emergency Centel personnel at(800)
up a mbem she semmem Nit heat ...me action 858-03($
eeama0.O in T rhombi.,xmtzeeow and 2.Additional Documentation to be Kept on Site Occurrence Reportinernrefmmes Doter oiooswy(and tricoeceirmaems
as hours amdwaenaa>am rim mnammane In addition to the E&SC plan documents above,thefolloWng items shall be kept on the la)Visible sediment •Bydtn24 hours,an oral or electronic notification.
pl Ru•amsw once per hnbead visible sedimentation a site and available for inspectors at all times during normal business hours,unless the deposition ins •%rbin2coltmdw Was,a report thatconnim a aescopr n of the
wdahNeMe calendar days turbidity front the construction
Division provides a site-specific exemption based on unique site conditions that make am or wetland sediment andactiom taken to address the muse of the deposition.
codes. and.hin 24 activity,Mena nolenbwi sons made, this requirement notpractial:c Division staff may waive the requirement for a written report on
(where Description,tour cane*auras taken,and caseby-case bask. Z
aa:wel event_Le.,m Rmordsor me required ...KM..0.ion (a) This General Permit as well as the Certificate of Coverage,after k b received. •n the stream is named on the NC 303[dl list asimpaked for rm ddwoom-
z notional mice per.Pat non Section ceItan(z Oofmis pent
j6l wood M imscu hvee c of grading prsuitacon of Poim.er c4X momhom�ssteeions irlap apply
morey he equiredapedcas0stadoml
gyp,m,w (b) Recordsof inspections made during the previous twelve months.The permatee shall monitoring, arapply more stringent practices if Z
meawnes,rleanrgadgrubbmximnntncn or nw observations ontie ins Retold Formdetermine that addlate requirements are needed to assure can fan¢ O ysh
measmes en required record the Inspectionprovided by the p W OM
activity.ronrsnuatdn wmlevenpment sentiment DivisionDivision ores similar inspection torn that indudes all the required elements.Use of with the federal or stag impairer/waters conditions. jn Z t0
weG1- electronically-available records in lieu of the required paper copies will be allowed" rem Oilspillsad • H4din 2s eiemoours,an ail or electronic notification.nature,ni,me tom j O i0
Meese or shad includeafonmatun about the date,tine, volume and W
measures nave seal the
ed Mthnume required shown to provide equal access and utility as the hard-copy records. ham... yauon of tw spill d release C_ O
tirnofram: son cmw.ouonce that they will scprovidedaz 3.Documentation to be Retained for Three Years substances per kern
All data used to complete the e-NOI and all inspection records shall be maintained fora period 11bHd above
NOTE:The rain inspection resets the required 7 calendar day inspection requirement m three years after project completion and made available upon request 140 CFR 122.41) hypassdI40Chmted •thyeportlmrtwssma4evalution of tyMt&pae 9pnasand.
bvp�111011 the reportthe beams can evaluation of the anikpaletl9rmrMand O
lIIA1(mN311 eflmtdtbe types
PART II,SECTION G,HEM(4) (d)Unanticipated •WMin 24 Ames,an Mal Of eh/Monk notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
byP I4o CFR •x4tlen sea endrrda he breams that includes an ewlaatfon of the
IIIA1(mN3)1 quality and effect of the bypass.
Sediment basins old trapsthat runoff drainagele)Noncompliance • W1wum24 Asa.,en oral or eiedrank nooRotion. I-
areas of one acre or more shall use outlet that withdraw water from the surface when these devices need le be drawn down with tewnde0m . RMhrn 7mrmdmdaes,a reporttlatconaima descriptor of to
for maintenance or dose out unless this is infeasible.The dreulnstances in which a is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of Nis permit that noncompliance,and Os muses the period ofnoncomptanm, pa
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have Men met: may endanger including exact dates and times,and Odle noncompliance has not N
heaanorthe been correct.,me anticipated time noncanpliance is expected to '
(a) The ERIC plan autor ty has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur.The non-surface withdrawal ermronmemlde co e;and steps taken or planriMrorduce,eliminate,and - Z
shall not commence untiltheE&SCplan authority has approved these items, 68122.430N>)1 prevent rmaayrema>cad Na momrompfurmre.l<o CFR zzz.upN6).
•Division staff may waive the requirement for awreRn report on a
(b) The non-surface withdrawal has been reported as an antidpated bypass in accordance with Part Ill,Section is,
n C,Item(2)(c)and(d)of this permit, case-byse bas Sheet No.Section
(c) Dewatering discharges are treated with mntroh to minimize discharges of pollutants from stormwaterthat is removed from the sediment basin.Examples of appropriate controls include -
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewateing treatment devices described in Item(c)above, of 4
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and . .NORTH CAROLINA
(f) Sediment removed frmn the dewaateringtreatmeet devices described in Item([)above is disposed of in a manner that does not cause deposition afsedirrent into waters of the United States. Environmental Quality -
Date: JANUARY 30, 2023
NCGOl SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 Scale: NTS
Project No.
V40,23-003-B017V-2300.3-PLAN-I_REV-1