HomeMy WebLinkAboutWPO201500001 Plan - E&S 2015-11-17EROSION I SEDIMENT CONTROL * SWIM
PLAN I`OR
NORTH51 DE DRIVE STOCKPILE
TMP 32 -70 AND 32 -7
ALDEMARLE COUNTY, VIRGINIA
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VICINITY
MAP
SCALE: 10•= 1,000•
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GENERAL CONSTRUCTION NOTES
— EROSION
4 SEDIMENT CONTROL NARRATIVE
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— EROSION
I Prior to y construchor Amid t g public right -f wAy ' including connection to r tl permit shall be. d from ine
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— EROSION
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Virginia Department n If ran elan as drawn may not accurately reflect Feq i f [lie permit Wra r
a w
discrepancies he requirements he permit sholl .
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2 All materials and construction methods shut conform t p t d standards f notes
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3. E d t h I Provided d D d ro the erosion control plan end shut be L II J prior to any
1
g, Arcane or man, construction.
pgry@e
4 FII Burns and dfirxtpufi d a,eas a,e to be erfilized. needed and mulched
5. The bl o slope is 2.1 bortyand barred). More bly ougardb1c, losser slopes of 31 or better to be h' d.
x' rty�
h1 Ivan -
6 Paved, p P or nowl Appear or at red J h r my be faster when in 8e ran or o. f 8. Coca y Engineer, or de: gnee I t'. deem d necessary
r e
ordes, to stabilize drainage h
a
i
J All traffic .-I signs sher confo,m with he Virginia Manuel for mirpi FACES Control Devicesin
i
8 Juana noted all separate pipe stall be . ! d concrete p par Class III,
9 All excavation for urJ mreu d pipe insallacen must cons ACH OSHA Standards for the Construction rotary (29 CFR Part 1826).
Source. Goodie Mapn
SHEETINDEX
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— COVER 5F1EET
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— EROSION
4 SEDIMENT CONTROL NARRATIVE
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— EROSION
S SEDIMENT CONTROL PLAN
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— EROSION
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GENERAL CONSTRUCTION NOTES FOR
EROSION AND SEDIMENT CONTROL PLANS
1. The plan Approved osmorty mast be notified one 2 prior to the pre- conetructfon conference, one week prior to me Comrnone.ment of one
disturbing activity, red on reek rotor m the final ylrspectlon.
2 All erosion And sediment control m ce
s will be nstmded one maintained according chairman chaime concede and specifications of the Virginia
Erosion and Sediment It unl l concerns and Vlrgln Ta Regulations VR 625-02 -00 Erosion step ontl Sediment Control Regulations as 4 All copy on and pprovedL ronhrA me des ado o be pan prior `o ai gifie first step In ,wring.
4_ A ropy of me approved er And eedlmen[ control plan shall be maintained on
- ' site at all
5P commencing tltl disturbing g t t. m pe indicated the se plans (including,
but rat limited t ( borrow
seats areas), the t tor sholl submit a suppernencry appear control plan to the ow far review and accrued by the pl n approving
'
m '
6, The ntr
t f responsible for II on of any additional . a control measures necessary to p n_ erosion end sedimentation an
�-
tannin and by ' plat bipartisan authority
All All correct areas L o drain L cpp,Fv . d
sedinnart Gom,S fouburnes at all pace dl is lurid disturbing activities and during
d I p t tstabilization h J.
e. Turns '' t o operators, t 11 be pumped e t opposed filtering device.
9. cleanup nimdaa shall p c all erosion 'tally and after each off oraeucrg a n'cll even'. Any necessary repors or
to maintain the ken from approved, me der control ,..aces sJia l be rdaca lmmadlalAly.
11 All w te ecol to be token add an r unp unproved Kan tee area a area
11. other waste materials shall be takon to or approved woete ore,. Earth HII shall 'oar Inert materials stay, free of room, stamps, wood, rubbish, And
Omer d ode.
12 sorrow or atete or m to oar rted in mplig ]days of section 13-3 per Zoning C de of Omnance
Ac section 5.1.28. p®rtion
13, All Inert materials shall be. transported 1n wmolionce owo eequip ent shop of the Code of fee hours
14_ Nooaw, fill or efica ostviry soul Innducted type sower equipment shall be e slate is the hours ofT00om in rite cm.
15, Boraw, ell a - coherent end be improvements, n a safe manner that maintains lateral because or eNed to min prize any hamrc' io persons,
Tavares! I de doper chat land and o inscaerr ants, ontl damage to any public perm : permanent stoa o salves, stagem or collapse
16. roe developer shall re ve me d by to instant malnteyn m c to permanent ng or fide management e grope where applicable all
erosion AAnw1 m regeired m mss pre rey and of me sole of are lot, enat 7511d1h9 or Order In A- me of September
t
1J. eenpomry consist c 50/,10 be temporary stemng and d mulching
real Seeding 0 m be e JS ndLApril and fn ma f Annual of e, or May m
February t " 50 /0 A. is g. ea I at Ry M..n and April 1 fA Iyt Mythrough
August t t G M1 let St - t applied t BOIb /I Cm Alternatives suspect t approved by M County erosion
18 PCHTlancru stabilization sholl be d fertilleeF pemenent assume, anc mulch Agricultural grade limestone I I are
e i - inspected 'l ' t - ' , - Speed t
/10 incorporated t rap 4-6 of I F II be vpf t d f 15-2C-10
Ix
Pe ant seedag d are applo d 180 0l and Faced of 9 6eeme 51 or Tall Fes cue and % Perennial 9 ss 0, Ke ntuck y
bluegrass m eh t pl L weekly♦ At are subject t p. m County control
Ig. M All t kly d o h ' c y d r clogging t t t paire.
d
immediately. _ l traps t b i SON ro storage - i filled sediment All seeded lf t b reseeded
Prior L h good stand f grove 51t rote d diversion dikes which are collecting sediment to half mar height moat be
Al and repaired
rand edam
20. n rrecord, dubpcn ontl sediment control m re to be removed witfiln 30 tla)5 of final site roblhatlon when measures are no
anger nestled, sbeJvoi to the approval
wn by the county erosion comma shin 1 yor.
21. Thin plan shall be void If the owner risen hat obtain a permit within 1 rear of Pie date ai approval. (V'later Protection Ordinance section
nrimma)
22. Pe uProt coon vegetation shall he installed on II denuded rneas vdmh nine (9) months after ma date tfie land disturbing activity commenced
(vmte, Protection ommaeae section n—zwB)
PLAN NOTES:
Source at 6odmdary, PIa6 of Record Compiled by Roger Ray k Associates
Source of 2 Field Topography'. firhame Survey by Bell Land purveys, PC (NAVO 1886)
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PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION
ENDJE 1 1) CCRIPHION
THIS SITE Is AN UNDEVELOPED OPEN SFACE ON 10Rm9DE DR. IN ALGEANRII COUNTY BEING
PROPOSED AS A STOCKPILING SHE
1HF NATO AREA DI DI i'URBARI IS 1 9 ACRES
THE PROJECT INVOLVES AE FOLOWKG 1VOHS ACTIVITES
I- THE CONTRACTOR DEAL 03TAIN AC IOPAL AND STATE ERGSON AND SEDIMENT FmMII ZING
REQUIREMENTS AND MAINTAIN All FROS'IIN AND SJIMEAT CONTROLS IN ACCORDANCE NIIH INE
PERMIT REQUIREMENTS.
I INSTALLATION OF PERMMtiNI EROSION AND EFDwMT CONTROL MEASUres AS SHOWN ON THE
H AN AND DFIAIIS
GRA01NG AGO PIALIAENT OF FILL STALL M IN ONFRAL ACCORDANC- WITH THE PLAN.
4 IS- ATIMMMI OF PERMANENT STABNZAIION DI Al DISIURED AREAS
EXISTING s IE CONDITIONS
THE SITE IS CURRENTLY A VACANT INDUSIRAL LOT.
ADJACENT PROPERIES
THIS PROPERTY IS BORDERED TO AE NORRI BY FORMAL PROPERILS 1 T A CEMENT MIXING
PLAM, AND TO TIT`_ EAST AND (VEST BY ACROSS OPEC PARCFIS ON NONIHSIDL DRIVE
DEESS AE as
WASIL MADMAI. WED. HE DtN4H D IG ED SITE FROM THE SITES VMII EROSION CONTROL PEDANTS
SOILS
THE DIED CONTAINS TILE FOLLOWING SOIL Thl
89- UDORHEN6, EDAM- _ 2 TO 25% SLOPES
CRIIHCAI A3FAs
THERE APT Na AREAS ON INS SITE AN CRINCAL DROSON "CONCERNS VMIIN THE TRIPS OF
JIS1JRHNMa_
FORCING A NFIAMMI GON R(s
L CONSTRUCTION EVTtANCE. INSTALL AND MAINTAIN A CONSTLCTION FNIRAN.F, AS NECESSARY.
THAT MELS THE REQUIREMENTS OF SIDD, AID SPEC 302 AND CONFORMS V IN ITT
RMUREMMIS OF III' MCSG9 A SmIVFNT CONTROL PLAN.
2 SILT FENCE'. IRS ALL AND (MAINTAIN SILT FENCE FIAT MEETS ME REQUIREMENTS OF SM. AND
SPEC. SAS. THIS SILT FENC- BIAS BE INS AuEO AS SHOWN ON TIE EROSION & SEDIMENT
CONTROL PLAN AND ACCOMPANYING DETAILS FOR TIE PURPOSE OF IMECEPTING B_T -(ADEN
RUNOFF BEFORE IT 15 D W HARGTD FROM THE SITE THE SILT FENCE PLAY H: INSPFCITO AND
MAINTAINED TO ENSURE CGNnrvufD PERFORMANCE.
3. TEMPORARY CFANWATER DIVERSION. A RIDGE OF COMPACTM SOIL GJNSIRUCTED AT THE TOP
OR BASE OF A SLOPING DISTURBED AREA QUIT DIVERTS OFT -vL RUNOFF AWAY FROM
UNPROTECTED SLOPES AND TO A STABILIZED OUTLET MAXIMUM FRFCHVE LIFE ISIS (MONTHS
AM AND SPEC 1.09. THE WATER WILL FLOW TURMOIL A TWO DEIGNED TO SPOT LT -268
STANDARDS. THIS CULVERT COIL BE FUND Vem EC -2 MAI ZING
4, TEMPORARY SEGMENT RAP'. A SMALL PENDING AREA FORM BY CONSTRUCTING AN EARTMIN
DISBANDMENT WHIN A STONE OUTLET ACROSS A DRAINAG AWARD 0 DETAIN SEDIMEN =LADEN
RUNOFF FROM SMALL DISTURBED AREAS FOR [USUAL 11ME TO AEON IHa4 OF THE BURUNDI
50005 TO SETTLE OUT MAXIMUM EFFECTS, IIF_ IS Ie RANTS AND AND SPEC. 3, 3, l0 BE
CONVERTED INTO A PERMANENT DETENTION POND AT BE END OF 'CONSTRUCTION AS DETAILED
5 TEMPORARY RESEARCH RISC A RIDGE OF COMPACTED SOIL CONSTRUCTED AT
THE TOP OR BASE OF A SIOF NO DISTURBED ARTA WHICH DIVERTS
SEDIMENT -LADEN HUNO =F TO A SEDIMENT TRAPPING EIR,CTURE MAXIMUM
FEER( TVE I TFE IS IS MONTHS Shp. AND SP`C 509. 1TE CLEARWATER DIVERSIONS
Y11'.I HE MAIL SIAML BY THE USE OF MOAT ID -23'68 EPSON STANDAIRDS.
G TEMPORARY SID1NS TEMPORARY SEEDING SAM BE APPLIED '0 ALL DENUDED AREAS WITHIN
SEVEN (7) DA-S TO DPNJDEG AREAS THAT HA' OR MAY NOT BE AT FINAL GRADE BUT WALL
REMAIN DORMANT (UNDISTURBED) FOR 0i THAN 30 DATA TEMPORARY SEEDING SHALL BE
APPLIED IN CONF03MAYCE Win SN. AND SPEC 3.31.
Z PJtMANENT_ SEEDING, PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON IHFSE
R INS WITHIN SEVEN (T) DAYS AFTER FINAL GRADE IS REACTED ON ANY ADDITION OF THE SITE
PERMANENT SEEDING SANXI Z£S DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE S17
8 MULCHING APPMATON OF PANT RESIDUES OR OTHER BANQ IE MATERIALS TO THE SOIL
SUAFAW. O PREVENT EROSION AND FOSTER RL GROWTH OF VEGETATION_ ORGANIC MULCHS
(STRALOO HAVE BEEN FOUND Ta BE THE MOST EFFECTIVE.
9_ DUST CONTROL CONDUCT DUST CONTROL OPERATONS NECESSARY TO MET ME RESENTMENTS
OF SM A SPEC 339 AS REQUIRED TO CONTROL SURFACE AND AIRBORNE MGVEMENI OF OUSE
10 INLET PROTFUMN: INLET PROTECTION MEASURES AROUNF TIE NEW INLAS SHA.L BE PRONDED
IN ACCORDANCE 1'UTH SM _ AND SPEC HAS SILT FENCE, STRAIN BALES OR IBA30RARY STONE
APPLICATIONS SLAT BE APPUEC AS APPROPRIATE FOR CMRREN GRADE CONDITIONS
11 OULET °RO E N: HP -RAP SHALL BE PICKUP AT ITT CURAM OF CONVEYANCE
CHANNELS, CULVERTS, AND SORM RIVARD N CONFORMANCE WILL SIG. AND SPEC 318
OUTLET 'ROIECTON ALAIL BE INSTALLED WITH ACCOMPANYING STORM SEWERS AND SHALL BE
INSPECT -D AFTER EACH RAINFALL EVENT AND ADOPTED IF NECESSARY. ANT SFUIIMENT BUILD
MP STA L BE REIMOVEe.
PERMANENT SADMITON AND SEQUENCE OF CONSTRUCTION
T I E 'OLLOWNG ARE THE PRCPCSS MANAGEMENT STRATEGIES AND DETAILED SEQUMCF a=
CONSTRUCTION'
AGE
L REBUILD FMISIING CONSTRUCTION ENTRANCE
9. MAIN ell I FENCE DIVERSIONS AND TRA °PING MASURES Al THE LOCATIONS SHOWN ON THE
MASON & SEDIMENT CONTROL PLAN
S'AGL 2
CONTACT THE ENGINEER AND A I MARIE AGENT rOR INSPECTION AND APPROVAL OF ALL ERAS
CON LEON MEASURES.
STAGE 3
1. UPON APPROVAL OF All Effi CONTEST MFASGRES BEGIN STOCKPILING.
2 MAINTAIN ALL E&5 GORILLA MEANIES AND APFL° IEIMPORARY SEEDING AND DUST CONTROL
AS NEEDED.
SAE 4
ESTABLISH AID MAINTAIN PERMANENT SIABILZATDN INCWDINC VEGETATCN OF All SLOPES AN)
GRASSED AREAS
SORMVAIER MANAGEMENT'
STORMWA M MANAGEMENT MEASURES KEEPING THF RFOUIREMM IS OF THE VSIMP PERMIT HATE
DENT INIXDDFIl SPECIFICALLY. PURCHASE C OLSIL NURIENT CREDITS FOR WATER QUA ITT AND
DETTNDON OF THE ID YEAR STORM ISCHAIHMNG ID A LEVEL SPA -ADER.
CDNSf UCHON MAN ENANCF
ME PON:CARGO CCNSIRUC]CV MAwtWANCE PRACMIS SHALL BE MLLONED AT THE SITE
1 Au EGA CONTROL MEASURES WILL BE CHECKED DALY AND AF7F -A CH SIGNIFICANT RAN
EVENT Au DE4cMCES IDENTFIED DURIM6 THESE wSPCCIICM MAII HE CORA ND As
SOON Ac BRAD ICAHLk_
2 ME AT T FENCE BARRIER SHALL BE 9EGMARLY CHECKED FOR UNDERMIRIING, DETERIORATION OR
SIGNRCANI EROSION SEGMENT SALL BE DAMAGED AFTER EACH SLOBS VENT AND AMN THE
IEal DF SEDIMENT DEPOSITION REACHES HALF ME HEIGHT OF THE CONTENT
3, TIE BONIRAGIDH IS HISPOA5I6IE FOR ADH`RING 10 All MAINRMAN.L HLOUOMMTS SET
FORT IN THE CMUMI FDIIION DI BE VIR61NA SEDIMENT AND FACING GORDON MANUAL,
ABUSE APPUCABLL COMMONIVEAOH OF VIRGINIA RCGLAIONS AND MITE PROJECT
SPECIFICAMNS
4. A I SEEDED AREAS WILL BE REGULARLY CHICKEN To ENSURE FLAT A GOOD STAND Or GRASS
IS IMAINTAINE.
5. AREAS (NTH RIP -RAP SHOULD BE REGULARLY INSPECTED TO TERMING F HIGH IT OWS HAVE
DAMAGED THESE CONFROUS OR CAUSED EXCESSIVE SEDIMENT D_PCSINON ALL AREAS SHALL
BE MAINTAINED IN A0002DANCE VMTH ME REQUIREMENTS OF THIS THIS CaNTRDI PLAN
ENIRO M A (ON ON S
1 (ONIRAOIOR ETA HRONDE AND IAAIN'AIV NI ENVIRPVMENTAL CONTROL TREASURES SO As To
GDAIPIY Vl IT IOCAL ORDINANCE+ S]A1F AND IIDLINAL LAWS AND R[CMATIONS APPUCADIE To
WATCH POI THUS IN WRITHE OF ITT STATE AND IN INTERSTATE WATERS.
2 CONTRACTOR STALL MINIMPL THE POTEN ➢AL FCR AR POLLUTION BY THE USE CF FMISSION
CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUPMENT CHAT DOWN OF M010Rl]n]
EQUIPMENT WHEN HOT IN USE AND ACTIVELY CONTROLLING FLAT BdISSIOND THHOUGiaC IHE.
PROJECT
ERASION A CURRENT AL IRO PERM - -NG
GONIRACIOR SFAI M HFSPONSIHI} FOR OR HIRING ALL LOCAL AND STATE EROSION AND
IMPRINT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROISIN
ACC030ANE IvTll TIE PERMIT REQUREMENTS.
GENERA- NOTES
1, THE PERORATION AID DATA SHOWN OR INDICATE MM RE5FCI 10 IM eXSTING
UNDERGROUND HTUnFS AT OR COMIMOLS TO THE SHE ARE Bmlo ON INFORMATION AND
DATA FURNISHED TO TFE CAERE AND ENGINEER So ME Sol Or SJAH UNDERGROUND
FACET ES OR OTHERS. TIE OWNER OR ENGINEER STALL NOT BE RESPONSIBLE FOR THE
ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DA -A THE CONTRACTOR SHAM HAVE
FULL RESPONSIBILITY FOR CONCERNS THE ACCURACY Cr THE DATA FOR LOCATING Al
UNDERGRODNO 'J➢uTES, FOR COOLNINATON OF THE WORK WILL OWNERS OF SJCN
BNOFHGROCND UTILITIES ouremG CON57JCTOU FOR THE SAFFIY AM PROo-cnOv
(HYPES, AND REPAIRING ANY CAROL 1NJiE10 RLSULIINC I Illd WORK AE OF THESE
CONDITIONS SHALL BE MLI Al NO ADDITIONAL COST TO THE DINNER TIE CONTRACTOR SHAM
CONTACT '1MISS UTUTES' OF VIRGINIA AT 1 -800-552 -7001 PRIOR M THE START OF WORK
2 WHEN WORKING ADJACENT TO EXISnvC STRUCTUR`_S, POLES MUTES, ETC, 'HE CONTRACTOR
SHALL USE VMATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM
OAMACE AN' DAMAGE CAUSED BY THE CONTRACTOR OR TV SUBCCO AC -ORS SHAT BE TIE
FOSTER ORS Si 4ESPONSIBWtt TO GAME OR REPLACE THIS EXPENSE IS ]HE
CONHRAC -OR'S RBPavSBwTY.
3. REPLACEMENT OR REPAIR OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE
4. THE CONTRACTOR SHAM BE RESPONSIBLE FOR PROTECTNG AL EXISTING SITE STRUCTURES
FR01.1 DAMAGE AND COORDINATING WORK 50 THAT THE OWNER CAN MAKE NECESSARY
ARRANGEMENTS 10 MoNLY/P30YECT EXISTING STRUCTURES FROM DAMAGES
5 ME CONTRACYaR SHALL BE RESPONSIBLE FOR Ni ALL MLITY OWNERS, ADJACENT LAND
OVENE45 WHOSE PROPERTY MAY B- IMPACTED AND THE VIRGINIA DEPARTMENT OF
TRANSPORTATION PRIOR TO COMPETING ANY OFF S17 WORK
6. CCOFFACICR SHAM NOTIFY AND COORDINATE Al WORK INVOIVLVG EXISTING 1, All W 1
UIDTY OWNERS. A' MAST R HOURS PRIOR TO IHC SARI OF (01 JOIN
]. AM EXCAVATION FOR UNDERGROUND PIPE IVSTAUAHON MUSI COMFIT WIIF OSHA STANDARDS
MR THE CONSTRUCTION INDUS1xY (29 CPR PART 1926).
e. THE CONTRACTOR SEAM VERIFY I LOCATORS OF AM BOUNDARIES, BUILDINGS, VEGETATION,
AND OTHER PERTINENT ITS ELEMENTS. CONTRACTOR SHAM IMMEDIATELY REPORT ANY
DISCREPANCIES BF➢VEfN EXISTING QONOITONS AND CON1RA01 DOCUMMIS 10 HE OWNER AND
ENGINEER.
G. COMDACTCR SHAM SUBMIT FOR TE APPROVAL OF THE 01'MER SUBMITTALS OF AM SUBSIDED
MM DRIAM USED IN THE PLANS, TO INCLUDE SHOP DRAVINGS MANUFAUFRERS
SPECNCAr0NS AND I AHORABORY RmCSIS ME OWN HE APPROON OF SUBMITTALS INM BE
GENERAL ADD MI N01 RUPERT IHE CONICAL IOH FROM THE RFSPOMSRII IIY OF AD'IERENCE TO
THE CONTRACT AND FOR ANY ERROR 1MA1 MAY FASI
10 CONTRACTOR SHAM BE RESPONSIBLE FOR CHARLES All NG+SVWY PLINTHS, INSPECTIONS
BONGS AND OHMS RELATED ITEMS IN ACCORDANCE IWTH LOCAL AND 4ATE POLICY
MINIMUM STANDARDS (MAE
All apOnvo a V' i a E I "'.1 r l C tr I Rlaulodona and Mlnlmum
Standards II be dM1 d to during at I nneL llss
indi le on c e not Uniteii to the following:
L STABLIZA11ON OF DFNUDFD AREAS
Permanent or temporary tactical .; F,1I Be f came.
h, days after final 9 - s reached y P L r 11 site
T y of tabs t shall beppl d within seven days to denuded
areas .1 L .ay not be at Guru erode, but wit remain dormarf or
a t a d a, longer than 30 Cleft rmaor for ore I F sbe lob
opal . ad at or -as that are to be left do�rcan. for more than l Pont e r
2 STABIUZATON OF SOIL STO.,2?. LES:
D 9 t H of F project. soil stockpiles M1 T De stabitzec: or infected tt sediment t g me The t I I t responsible 'n for
temporary l't,U dpermanent fbl t Tail kp'I
as wau as aaI intentionally o-asParted from the project site
3. PERMANENT VEGETATIVE COVER
A permanent vegetative cover shall be t F shed it ar s let
Otherwise permanently stabilized _ Permanent E g t M1 1 be
considered established until a ground cover a achieve Ir L [I, so `.
of the urty Inspector, is uniform End Fromm enough to Survive I, GOAT
AT TIMING E Sl AR11 RATION OF SILT TRAPPING MEASURES'.
Sediment bosuns rnd traps, perimeter tllkes, s - eft barriers and other
intended t, IF,p sedbml [rich isLrrud Fat rep ii
measures urbanceing es pie and shall be made rtnarahal bemra ,palapa
land disturbance takes slate.
S STARILIZATION OF EARTHE§ STRUCTURES'.
SLrnlzabon measures shall be applied to eamEen s- uctires such as
dams, dikes rod diversions Immediately offer rstallataon.
6.SEDIMENT TRAPS AND BASINS
A sediment bash sigh contra' surf nor( from d,urrceo areas Dml S
comprised of flow f ,,m J, 1 o I to three a
he sedimentb I i9c eL bl.u,mdr to Accommodate me
anticipated sediment lQadig IF To Ionadl,mTr, Cr -r eautfall
device or stales drove srll take -th e zH .he fait'. train area
Ilonin5 thmugn the disturbed area to be served Dy be Dasr.
zOJI AND Ell 91 OPEC
Cut or it it L p :1 11 be designed ml : rom,,wd in a marner that
will Mrinuze -roper Sl 1a GrL or, Turn to No . mining ,cass ly
within ore year of permanent stoblYat'on And be pro letl wa coed F.. ml
slapE stab'l'ing measures until the problem is corrected
8_CONCENTRATED RUN -OFF DOWN CU OR FILL SLOPES'.
Conceitated r L,r ... 11 sh,l not flow dean cut or III elopes unless contained
Mori an cequote temporry or permanent ai m.net flume, or slope drain
structure
9_WATER SEEPS FROM A SLOPE FAOb
Al Gnever wale' seeps Irom a slope 'one, adequate drainage or other
protedlen riall be provided
10.COMV S -WFR HEIST PROTF__CN:
al storm Move, inlets that a Made epea,le during r_ ielm dvi shall
N- protected sothat sad -menr Irder water c n not erL I' .
veyonce
system Anhout first being filtered or otherwise treated to remove eeounonI
11 SFABI IZA ION OF OUTLETS
Before newly constructed slorrnwaler conveyance channels are mace
opemGOnol, adequate coital protection and any required temDarary or
permanent around Unlnq shall be Installed In both the cD veyonce charnel
ono receiving channel.
12 SOME 'N LINT IVA -ERCIURSS:
When work L o live wotercou,se is performed, p,ecoutlons shall be taken
t encroachment, control sediment trcnsport I : bIDIRD tie wmk
area to the comess extent possible ruing construction NonemG ble
m t Gal sto11 D used for the construction o ,my, and cofferdcros
Earmen AD may be used for these structures( Toemorsd :y nonerodible
cover r bus
YCOROSSINC A LIVE WATERCOURSE
%li n a live watercourse must be c c by c nstiu�br. vehicles more
than twice 'o any s rlh period aotemporary stream crossing
mnswated of nonerodDa materials shall be provided.
14. APPLICA3_E REGULATIONS'.
All real mble federal state and coal regulrtlona eml, icing to Working it
or crossing live watemourses shall be Fiat
15 STA3 LIZATON OF BED AND BANKS
Tae avA and banns of a - an, be a[,b,IAYo immediately after
wall In the watercourse Is e completed
1AUNDERGR000D UTILITIES:
Underground uMCies s[)on be 'o s lolled in c-cordance with the following
socn..ares in odd, mr, to ,For criteria:
D.No more than 500 'hear teat or Orin Fiay be opened a7 one time
iExcavated material shall . be placed on the JAY( side of trenches
C.- (fluent far dewalernq accretions ADD as filtered or passed through
approved sediment rapport device, or both, and discharged in a nner
that does not adversely affect hawing slrnams or offm, properly o
•Material ,setl for backfillln5 mencie5 shell n, properly cAmpocted Lr order
to minimize errs on and arm ate sfa bllT,,Len.
• Restablllzanon shall be orcnmor Fred in o,,ordance r Ln these regulations
Applicable safety regula Lions shall be Von plied with
17 . CONSIAUCTON ACCESS ROUTES'.
1VhGre constructor valid, access routes Imerse-D paved pool c mods,
pmvls'Dns shall be made to minim ze tie Travenol of sediment by vehicular
Where public r Onto paved t surfaces WM1ere sediment Is transported at e r a
public road surface, the ad shall be cleaned thoroughly or sweeping the n d of
IoM tlny, Setlio Inc shall be dis s sorveling 0 washin and
nsperonl la e sadmenl control e removed
final a Street This shall shall
rwed only after 1013a Al is removed g FM1FS er TM1IS pravis. sM1ell
eply to individual to -s as well as to larger land disturbing activities.
Ie. TEMPORARY EGGS CONTROL MEASURE REMOVAL
All temporary e sediment control m shall be removed
within 30 days after Mal one
stabilization o a ter measures
mecrSLres are
no anger needed, unless otherwise authorized by the local program
authority Trapped sedment antl LI'a tlisbubed soil n eulBnq Imm the
disposition of [empomry measures sniff be Nor ..r... y sLJAIA d IQ Orsvenl
wrtner erosion end eadFiant
19 ADEQUACY OF RECEIVING CHANNELS:
Pi ewer ties antl ffl,- erbays downsream from the c velopmenf site shall be
protected Lam sediment dep,vPan, a and domogG 1,111 to it
in volim- velocity And peak Gem rated ofnstorrwater runoff for the skated
frequency storm or 24 -[.our duration_
V
v
red
RED,
4
w
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41
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SOIL
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vBFH E <MIN. >')
IRE VRE MESH TO TIMBER
1HF F> rveEx
VW. a
LEVEL SPREADER WITH RIGID LIP
N o, R1OAoA- REQUIRral PLO aE FILTER CLOTH NOTED IN SHE & SPEC. 3.19. RIPRA°
%FE LEVE_ SPREADER DETAIL
C3 Not to scale
D
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' EDIMLN� TSAR TSYBE J
CONV /ERJLTEu TO ET -NTION POND
L ' SOIL EROSION & SEDIMENT CONTROL SYMBOLS V
S"NIBOL NO TIN F KEY W =
TP 3.02 CONSTRUCTION -N TRANCE CE
W o?
'Y � i -.--�� 3.03 CONSTRUCTION ROAD STABILICNION O� j- a a z
v
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/ F 3.07 INLET PROTECTION
3,09 TEMPORARY DIVERSION DIKE DD
N
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fl
v I j a 1 e L \; uav P d 3.18 OUTLET PROTECTION OP
P € / L l M
L / TS 3.31 TEMPORARY SEEDING TS ����11 r
11 ELF
'� PS 3.32 PERMANENT SE -DING V
/ / /...
IT a /' \ �� 3.35 MULCH W
� 1
L ,4 i e .5.S9 DUST CONTROL DC
In I 1z L
SOIL DIVIDE
a " —"— LIMITS OF DISTURBANCro/yr7Ntt,
751,8(MP 1w
DRAINAGE AREA 46193
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9 +65.21
File No
%
IS ' / -
L
14.016'-
TEMPORARY DIVERSION DIKE
compacted Sol
1�_ I�iI11�i1e�II��II �IWI�ILI
1 10 111
45' min-
r-l1DIVERSION DIKE (DD)
C4 Nat is scale
A A
sea
do
PIPE OUTLET TO FLAT
ATHA H
NO DEFINED
PLAN VIEW CHANNEL
—III d
s-cnDN A -A FILER ce IT rvr. IN e o. w.DUUwDen MR ornnr rmirvrm
z
La (ft)
Do
3Do
d
PROTECTION
CONTROL
)
(ft)
(in)
OP
Seat n
pHi DA
CQ
NoI TO SwIe
RM
9.0
1.25
1.25
3.75
7.5
2
6
3.75
7.5
z
OUTLET
AnHF.SfY
PROTECTION
CONTROL
n 1
Channel
Left
OP
Seat n
pHi DA
CQ
NoI TO SwIe
RM
le rn
Typical CWD Scc
Ion
AnHF.SfY
em
CONTROL
n 1
Channel
Left
I H pl(m
Seat n
pHi DA
)
PS
RM
le rn
Slope
lope
DrY
Anurle
qDe'pthD
No
A
6
C
II (R)
I le
25
(Am
6
30
3'.1
I 3.1
TYPICAL S -CTION
FOR CWD:
lot. ATTEMENT
l —
M-2 MAHN
TYPICAI— V=E— SHAPED DIVERSION
CLEAN WATER DIVERSION (CWD)
el C¢ Not To Scale
PERMANENT_ SEEDING S'ECIF CATIONS_
FeTruc y 16 It Ap 3
Kertu ky 31 F Estfacre Red Top Gross 21b /
Arncal Rye 20 IMEKru Add zo IM5/acre Indian grass be, ski...
are grAll thar 3.1
Mcr 1 Troureh Aus at 1.
Kerno ky 31 F 128 bastacre ', Red Top Grass 2 Ib /
Fre,1 Miller 2D s /c-re . Add 20 Ibs /acre Indian grass when slopes
are grea er than 3.1_
AigiCE 6 through 0moDer 31
Kerno ky 31 Fescue 128 Ibs /ace', Red Top Gross - 2 Ps/more',
Annual Rye 2e libstfacre. Ado 20 hatfacre It grass an slopes
greater than 3 -L
Novemb Through February 15.
Kentucey 3 Fescue - 126 lbso/ocree Red Top Grass 2 mA /aare Winter
Rye 20 IDs /oar_ Ado 20 Ibs /aare Indian glass of slopes greater
than 3:'.
SITE, y f h, of 2 kry/11111 . Most be an Mined Apra, d wob
mulch blower or ^y' d
LIME AND FERTUZEE SPECI1CATIONS'.
Lime and is, ze, needs should be determined by soil tests 'I tests
may be preformed by the Cooperative Excerholon Service 5'I Testing
Laboratory at VPI&SU by a reputc,le commercial laboratory _
Information ee the Store So Test Testind Laboratory Table from
err' Ex ension Acents . Urder Hill candfinars where It 's not possible
to obtain test, THE I 9 sa amendments w'II be applied_
For parmarent STATION Seeded os shall be I Fred of c rate of 2 tons
per in,. f tl ed 1 E, role of 1,000 Its per acre of 10-20-10 (10
Ibs. per 1,000 q f c) No ayo valent
For Temporary S d' g: nectar ards shall be Timed at a rate of 2 tons
per acre, FDA fe fhFGJ Ft a rate of 600 Its per acre of 10 -20 -10 (1e
To per 1,000 square fee.) D aqulvElenL
r31PERMANENT
Card moral Trap Des gn Data
AnHF.SfY
fS OSED FOR DUST
CONTROL
SEEDING
c Tn
Application
�A PILOT CARE
LcnTt
PS
IN C4
�IFFXINNA
To wale
Wet
Al
TEMPORARY SEDIMENT TRAP
ORIGINAL
GkMNF
ELSE
n ..0 m /ACIF
No No `N/NcIG
AD Di
MAGEAVA ED)
'SEE PLATE 313-1
VARIABLE
To NIACP
GROUND
ry Inn �Hara anTH ORIGINAL
-LEv
COATS- AGGREGATE r cVSS r alrenr
CROSS SECTION OF OUTLET
TENGTH (IN 6 X DRAINAGE cars
IN AC)
DIVERSION
Per
7GRE t � e
1� Ad
COARSE AGGREGATE
\ /�i-7 IXARED n �FLFi 'L)IH
1 $'COARSE AGGREGATE SHALL 91 CROP357 OR $5
OUTLET (PERSPECTIVE VIEW)
\ f:4 / No[ To Scale
Paved construction entrance for erosion control Di
4N
a Is XIICION
>O 1 T ASPHALT F
CEF To r RST
/ y
li�C ' Y
is
A N c A AGG4lIGA1 I EASE
PROFILE
Card moral Trap Des gn Data
AnHF.SfY
fS OSED FOR DUST
CONTROL
c Tn
Application
�A PILOT CARE
LcnTt
DA
Wet
Aftnesive
Wet
Al
DrY
Anurle
a
No
A
6
C
II (R)
Z (it)
125:1
(Am
VEI
01
aL Cy
(sq.
VoL
J2
V2a
POINT
Eno
I MFLFN J
Coarec Spray
NJ
AUry, lie fi0r11910n
6g
AD
CRe6)
( tt
(Pre a)
rt.)
(Req -)
(it
(
.
it'1
r
(ft)
'MUST EXT FELL L 1u,"
L�
—FA n E D 1IKACF
Dr
1
(env.)
1 304
302.0
499_
3.c
25
1a
T66 112.6
25
1140
11063
1126
20
1288
�3a'
R.A."Not
jot has Mot 50 to)
Ma nooriffiradandkow
MSEDIMENT
TRAP (ST)
All aL
\ f:4 / No[ To Scale
Paved construction entrance for erosion control Di
4N
a Is XIICION
>O 1 T ASPHALT F
CEF To r RST
/ y
li�C ' Y
is
A N c A AGG4lIGA1 I EASE
PROFILE
�12 uN.� 0 r
D I1 lT
Ol
FlpCR PLO T'I— inch
SECTION A —A
AJkw uI t'tT E1 DICIInIllStheRlEtaAed fli miiunl - hblloocC
shiltoufferaheouppoodiful w hlroyfewitho dcal off -_ fiBIAN f' Agnate
calumpla t '. bellishbodidematisl l d Ferri lie Enhance
Approved hall area to reamsesse eedmlent..N shodul shall he p.weaned Sent
tunt qi storm Austin, dltnhee or PERR omnes
PAVED WASH RACK
NO scA
Scale
'Iniull 3.39 -A
AnHF.SfY
fS OSED FOR DUST
CONTROL
c Tn
Application
�A PILOT CARE
Dilation
I
xirvyTRI
s
Aftnesive
(Adhesive: Waterl
/ CER I ;AUY
N1
Anurle
So
oil
sit
Asphalt£Avulsion
71
Coaina Trap
1,200
(ALSO Yinuadear
125:1
Fine Splay
235
Resin in Water
I
MG
300
SANTA lie Emulsion
2K
Eno
I MFLFN J
Coarec Spray
NJ
AUry, lie fi0r11910n
AD
(traffic)
35:1
Coarse Spray
350
r
E
'MUST EXT FELL L 1u,"
L�
—FA n E D 1IKACF
Dr
1
TL CJIVCJ
HGRL AND IGRSS
TR4 to DP let
Dp_aTIOG
PLAN
R.A."Not
�12 uN.� 0 r
D I1 lT
Ol
FlpCR PLO T'I— inch
SECTION A —A
AJkw uI t'tT E1 DICIInIllStheRlEtaAed fli miiunl - hblloocC
shiltoufferaheouppoodiful w hlroyfewitho dcal off -_ fiBIAN f' Agnate
calumpla t '. bellishbodidematisl l d Ferri lie Enhance
Approved hall area to reamsesse eedmlent..N shodul shall he p.weaned Sent
tunt qi storm Austin, dltnhee or PERR omnes
PAVED WASH RACK
NO scA
Scale
TABLE 3.J1C
TEMPORARY SEEDP'G PLANT MATERIALS, SEEDLYG RATn$ ANT DATES
'Iniull 3.39 -A
AnHF.SfY
fS OSED FOR DUST
CONTROL
Water
Application
Dilation
Type of
Rude
Aftnesive
(Adhesive: Waterl
NoArle Gallons/Acrc
N1
Anurle
So
oil
sit
Asphalt£Avulsion
71
Coaina Trap
1,200
(ALSO Yinuadear
125:1
Fine Splay
235
Resin in Water
11 1
Fine Spray
300
SANTA lie Emulsion
(Non - Traffic)
9:1
Coarec Spray
450
AUry, lie fi0r11910n
(traffic)
35:1
Coarse Spray
350
TABLE 3.J1C
TEMPORARY SEEDP'G PLANT MATERIALS, SEEDLYG RATn$ ANT DATES
%TEMPORARY SEEDING (TS)
yNM C¢ Not To Scale
s MULCHING II
C4 Not To Scale
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1_ SET THE STAKES. 2. EXCAVATE A E"x 4° TRENCH
UPSLOPE ALONG THE LINE OF
STAKES_
<; Ir e o
on
no
t.l 11 it
At 2
r� V
V K
O7
wEs
to
s
N
or
w�
~� ZN
T z_
IF
st
j
V
4
OF U
Cti
O
O
W
J
Z
4. HACKFILL AND COMPACT �J
THE EXCAVATED SON.. I 1
Z II
z 0
LL
w U
o W
Sheet ND.
C4 OF4
File No
14.016
PLANT
onval
311
N1
Rod
So
oil
sit
R.A."Not
jot has Mot 50 to)
Ma nooriffiradandkow
All aL
firal Me No aded 1. to.
p��G
15 ]at
No RAT
x
On
so. ort Weasel any
Invorel
Inner Trial hot Or Sees
added Is "I.
two
At
mon't. sonnowl. May No
Ninaffican liciftlea able Meshmal will WA Plat 3,22-1 Son 3,22 2.
yeal lopal All Comm, Plain
May PAT No Phil kt� th"i
%TEMPORARY SEEDING (TS)
yNM C¢ Not To Scale
s MULCHING II
C4 Not To Scale
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1_ SET THE STAKES. 2. EXCAVATE A E"x 4° TRENCH
UPSLOPE ALONG THE LINE OF
STAKES_
<; Ir e o
on
no
t.l 11 it
At 2
r� V
V K
O7
wEs
to
s
N
or
w�
~� ZN
T z_
IF
st
j
V
4
OF U
Cti
O
O
W
J
Z
4. HACKFILL AND COMPACT �J
THE EXCAVATED SON.. I 1
Z II
z 0
LL
w U
o W
Sheet ND.
C4 OF4
File No
14.016