20170426 Ver 1_More Info Received_20170627

Mr. David Brawn
Aaheville Regalat�ry Field Office
U.S. Army Corpb of Engineers
15 t Patton Avenue, Room 208
Asheville, North Carolina 28801
F ..' DUKE
ENERGY
3R.
FSS
Jane 26, 2017
RE: Response ty Re a`st fur Additional Ini'urn,atiun
USACE Actlun ID: SAW -2014-00189
Aslleville Combined Cycle Pro;eyt Ueydu..n Artie Permit Applivati�n
Arden, Buncombe County, North Carolina
Dear Mr. Brown:
Duke Energy t-rogress, in consultation ..ith Amuc Fester Wheeler Environment &
Infrstroctara, Inc., sabmitted a standard permit application on April 10, 201 f to the
Asheville Regulatory Field Office of the O.S. Army Corps of Engineers (USACE) for
issuance of Section 404 Individ.al Permit (IP) fur the Asheville Combined Cycle Project
Laydown Area project at the Asheville Plant in Arden, Buncot�tbe County. Subsequent to
the review of the application and supporting documents na provided in the PabhU Nutze,
ruapunaea .oars given by five federal and state agencies. The five agencies that
provided responses to the Public Notice are: ,vationl Oceanic and Atmospheric
Administration (NOAA) - Natiunal Marin- Fisheries Service (NMFS), U.S. Fish al id
Wildlife SG,vice (USFWS), North Carolina Wildlife Resources Commission (NCvvRC),
Noah Carolina Division of vvater Resources jNCDWR), and the North Carolina
Department of Natural and L;altaral Resuarues (NCDNCR) - State Historic Prebervation
Office (5HPO). Amuc Faster Wheeler received the set of agency responses on June 13,
zo i t via email correspondence from yon to Mr. Steve Cahuum, Duke Energy.
Raspunses to the requests for additional information (RAI) from these five agencies are
presented below.
NOAA - NIVIFS
A response to the Public Notice, in Mrre5pundenca dated May 10, 2017, was provided
by Mr. Pace Wilber (for Ms. Viiginia Fay, Assistant Regional Aaministra&or, Habitat
Conservation Division, to the USACE Wilmington District and the attention uf Colonel
Kevin P. Lander, Sr., Commander. The NMFS did not have any questions regarding the
proposed project as presented in the Public Notice. Based on the information in the
public notice, the NMFS determined that the prupused project would not occas �n the
vicinity of Gsscntial fish habitat (EFH) designated by the South Atlantic Fishery
Management Council, Mid -Atlantic Fishery Counctl, or the NMFS. The NMFS respunse
stated that prusont staffing levels praulade further analysis of the proposed work and no
further action is planned.
OSFWS
A response to the Public Notice. in correspondence t]aiea ions 6, 2017, was provided
oy IGIs. Janet Ml.-zi, Fiend Superriaor, to the USACE: Asheville Regulatory Field Office

��•' DUKE
ENERGY:.
PROGRESS
and tha attEntkm of Mr. David Brown. As enumerated herein for Discussion purposes,
these items and the re5pective responses are presented bale,..
Northern Lona -eared Bat (NLEB)
USFWS recommEnd that a catting moratorium of Jane 1 —July a i be implemented into
the plans if possible. Though the 'nut Rely to adversely affect" detormirimtkm vwoald not
be aependent on this acticn, the catting moratorium is a measam that can be
implemented to farther reduce the prbability of "take" of this species.
Response
Dake Energy will observe a cutting moratUricm of Jane 1 — July 31 if this does t tot
Impact the sohedale for tree rumuval in the laydown area. Sammer roosting habitat is
marginal.. or nut present, within the proposed cunstracticn Iztydowwn areas. In addition_
site reconnaissance ..aa conducted on Mar -ch 24, 2017, to confit m presence/absence of
NLEB and/ur gray bat activiry with;n two residential structures rema,'ning in Layduwwn
Area o. Ido !sats were observed and no phywi;al evidence vvaa found indicating baLS are
uuing Ur ha,6 aaad the t,wV hooses.
erosion Control
USFWS recommends that Duke Energy dcvalop a plan to monitor and mitigate erosion
iziauea .within the prujact area. The plan should include measures that will be
iriniplemented should erusive/mass wasting areas be found that era contfibating to
sediment discharge off -Rita. Diatarbed arias shuald be re -seeded and stabilized as soon
ns pussiblu. We strongly recommend that only plant species native to the natural
communities within the project area be used in asau:.iatzn ,with all aapacts of this pru-ject
including re-aaeding of diatarbad areas.
Response
An Erutsiurt and Sedimentation Control Plan {E&SC Plan} hn5 been developed by CB&I
for the pro'ect. The duhila of the E&SC Plan are presented in CB&I drawing numbers
ACC00-CV-C-EC.SD-31 through SD -,*t. t nese drawings are attached hcr'cin. The
E&SC Plan includes re -seeding schadulea and methuds to minimit-e vveter ran-aff from
the city
rollinators
Thrnghoat the site, sow naive seed m'xas .with plant spezius that are beneficial to
puilinatur. Taller-gravwing pollinator pla" t species should be planted along the outer
edge of the easement and anywhere on the site where mu..ing .an ba reatncted daring
the summer months. Taller planta, not mored daring the summer would pruvide
benefits to pullif Datum, habitat to groand-nesting/feeding birds, and cover fur amall
mammals. Law-growing/groundcover native apeciaa should be planted in areas thaw
need to ba maintained. This vvoald pruvide benefits to pollinators while also minim,Ang
the amount of maintenance, such as mowing and herbicide trewmant. Using a seed milA
2

DUKE
�'c ENERGY
that incladou rnilkrreGd species (milkweed is an important host plant for monarcn
butterflies) is especially beneticial.
Response
The suggested plat -it rniAz;s fir both turripurary and permanent seeding are providet7 on
CB&I dewing ACC00-CV-C-EC.SD-3e_ (attached llerein). Duke Energy v,ill include plaint
species that should provide benefits to pollinators.
Mixiaailon
We do not object to the mitigation schedule prupused by Dake Energy and we believe
the mitigation reties are ndeq&AEi fu, the prupused impacts. We support the comments
issued by the NCWRC and recommend that Duke Energy explum ether mitigation
opportunities that are available in the ..zdFrahed. We are aware of other site,"within the:
vvwerahud that would pruvide higher quality tiiidgation than proposed.
Resnonse
All mitigation opportunities Y,ill be c-unwdarud. The availability of stream credits at
approved mitigatiun bank, will be reviewed. None of the mitigation banks that were
identified for this project ofter wetland credits. Daring a February 23, 2017 pre -
application meeting .vith Mr. Brown at the Asheville Regulatory Field Office, he innicalied
that the USACE vvuuld consider the purchase of project -related stream and 'vetland
credits from tMe Forth Carolina Division of Mitigatiun Services (NCDMS) In -Lieu Fee
Prugrm.
Duke Energy Progreaa filed an applicatlun fur Certificate of Public Convenience and
Necessity (CPCN) for the Asheville Combined Cycle Project with the North Carolina
Utilities Commission jNCUC1 in January 2016 fur Y.hich a CPCN was approved in
Fabreary 2016. The pruposed project is un a fast-track fur completion. The accelerated
schedule for this project has resulted in Duke Energy Progmaa to direct the focus un the
purchase of project -related stream and YYetland credits thragh the NCDMS In -Lieu Fee
Program.
On August 20, 2014, the North Carolina General Assembly passedp.£
M� marn
ee�t . ct_uf 2014 (CAMA), requiring Duke Energy to phew .out vvet ash
flare ling. Under CAMA, all -oal ash in the state will be cuverd by North Carulina's solid
waste laws. Thu creation of CAMA has sped the timeline for converting coal-fired povver
plants to combined cycle natural gas power planta and hes created a fi.%ud deadline to
complete relairud pr.;fecta. Specifically, as part of the Western Carolinas Modernization
Project (WCMP) which was aiinoonced in the spring of 2015, the combined Asheville
Plant i ant] e coal units are to be rztircd no later than January 31, 2020. The WCMP is
required t-. alio.,, Duke Energy Progress to reliably serve the energy needs of the
Weste, n Carolinas and is an economically viable altumativc to continuing to ran the
Asheville coal units and cunstructing fast Start combostion turbines (CT) in the region.
Thu reVremant of the snits: and the corresponding .nvestments in the ruquirad

ENERGY
infrastrauture to replace those unius, are being accelerated doe to a culmination of
several factors. i Hese Factors include: the continued duclinaz in natarl ga3 price, the
unique opportunity to take advantage of an economic gas delivery project by the local
gas distribution company, and the opportunity to avoid significant investments for
additional environnrntal cantruls at the coal anits, Y-hich would be faquired by 2020.
With these considerations, the NCDMS In -Lien Fee Program provides the most
expedient path to satisfy the mitigation requirements fur protGut-rz latud 3trzam and
YYGtland impact3 fur the Asheville Combined Cycle Projeut.
RL;wRV
A ru�punsa to the Public Notice, in corru3pandence dated May 31, 2017, was provided
by Ms. Andra Leslie, Mountain Region Coordinator; Haoita,t Conservation Program, to
he USACE- Asheville Regulator? Field Office and the attentlun of Mr. David Brawn. As
anamerated herein for disaassion purpU5ES, these items and the rspecLive responses
are presented below.
Trnt
The project should not impact trout aFd activities do not need to be avoided during the
troch Spawning moratoriOrn.
The permit applicant anderstands the NCWRC determination regarding trout and
spawning as related to Lhe proposed project.
Wildlife
Thi. straarria at the impact Site are generally high quality, small headwater futested
streams that host healthy populations of common salamanders, such as Blue Ridge
i wo-lined Salamander (Eurycea .,41domm), Saal Salamander (Deamogrrathus
count cola), Carolina Mountain Dusky Salamander (Desrrrogrrarhus carolirrensis), and
Northern Dusky Salamanaer (uesmognathus fuscus). The French Broad River in the
protect vi„ maty contains the rare Saathern Blotched Chub (ErimystdA ilisigrirs eristigrrra).
(US Federal Species of Concern. NC Significantly Rare).
RFuponzz
The pond level v„ill be lo..ar7.d zilu.dy t�, Encourage:- the reptiles and amphibians to
disperse from the construrtion work areas.
The Asheville Combined Cycle Project will got entail work in the French Brodd River.
The project will also include an E&SC Plan.. wMicll will reduce the potential for
degradation J du.,matroam watem. With these considerations, d;rect and secondary and
c urnalw;ve impacts to the Southern Blotched Chub from project development are not
anticipated.
4

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Plan Dutalls
he permit application does not prz dde plan dctall3 of the laydc;wn area, Bach as
staging, 3adiment and erusiun control, culvert type and installation, ur sturmwater
management.
Re5nonbe
CB&I ha3 prepared detailed a gineering drawings for the ptojeot. Please refer to
Laydown Area T'3 Proposed Grading Plans for final site layout and required grading,
drawing numberu ACV00-CV-C-GR.PL-30 hruugh PL -33 (attached herein).
Please refer to Caynown Area #3 E:rosion and Sediment Cuntrul Drarving3 fur required
vru3iun and 37.dirnent control features to be constructed along with associated detalls,
drawing numbers ACCOu-CV-C-EC.PL-30 Mrough 33 and AC_U00-CV-C-EC.SD-31
through SD -37 (attached huruim).
The proposed storm water piping inverts, pipe si =.es and installation detaik are pruvidud
on dra..ing mumber3 ACC00-CV-C-GR.SD-31 and SD -32 (attached herein).
Please refer to Earthwork Nutu5 un Laydc;.,n Aran 43 Grading Key Pla, i, ACC00- V-C-
GR.PL-30, for additional dewateF requirements.
Storm..atGr
MCvv RC recommends that stormwatur bu rnanagzd to mime pre -development
hydrologic uunditiuns, as increa .ed impervious cover will result in increased stormwater
flows capable of destabilizing stream cnannels and impacting in -stream habitai and
biota.
Response
COrrsfrnv urr S[arrnmarer
The North Carolina E&SC and Bum;zrribG County Sturmwater requirements become
effective when the ground cover is changed frum rsidential lawnslwoot]s to gravel
laydown and the limit of Uisturbance is greater than one aura. Pruject zun3troubun vrili be
cumplatud ander the E&SC Plan prepared in aVcu,dance with the llbrrh Cdrafirrd
E tosiaii acrd Sediment Contrul Plant- rig and Design manual, dated May 2013. Pr'-'�u;.'
construction will also meet North Carolina Department rt Environmental Uaality
(NCDEQ) Stormwater Management program requirements for the control of adverse
impacts due to stormwater runoff as NCDE-u Asheville is the dea gnatud authority to
appru„u thu Duke Eni5rgy Progress E&SC Plan.
Past-Cvrrstructian Siarrrrwatel

DUKE
EIQERGY
PROGRESS
Proper management of stormwater runoff pruteuts property, lessens strum channel
erus'un, prevents increased flooding, and provides additional protection of fluodplain5,
wetlands and water resoorces; riparian ani3 aquatic ecosystems. The Asheville Plant
currently has a National Pollutant Discharge Elimination System (NPDE.S) stormwater
permit. This permit requires the im��plumuntation of a Sturmwaeer Pollution Prevention
Plan (SPPP). Proposed outfalls for the Asheville Combined Cycle Pru;ect ..cold be
innurpumted in itu the G,.i5ting NPDE_IS per, and the SPPP would be subsequently
updated to reflect the new outfalls.
Speu;fic S;te Gb„siderat;orrs
H permanent stormwater basin is proposed to be constructed within the ..astern portion
of Lnyduvvn Area 3. Piping wuold be installed entering the eastern side of the ba5iii and
exiting the western side of the basin. An existing zi;o-inch reinforced concrete pipe (RCFj
on the westerly side of New Rock..uud R.,ad mll be piped through a 5uda5 of
stor mwater manholes and underground RCP. This new system would convey the
stormwater runoff from the upstream neighborhood located on the east side of Ne..
Ruckwood Ruud tc the nevv sturmv.ater basin located w the northwest corner of
Laydown Area 3.
Mitiaatiun Ratlus
Mitigation w- proposed at a 2:1 mitigatiun ratio for impacts to 926.5 feet on two streams
with NC Stream Assessment Method (NCSAM) surges of high. Mitigation is proposed at
a :1 mitigation ratio for impacts to 46 feet on a stream v. th a NCSAM score of mediurn.
Impacts to 0.38 acru5 of wetland will be mitigated at a 2:1 ratio. Dae to the quality of the
Streams to be impacted, we recarnmend that a e-: I mitigation ratio be used for all stream
impacts, vvhuthur rated High or Medium through NCSAM.
Response
Doke Energy will mitigate all strearn impacts at a e: i mitigation ratio.
It is propc5ed thaz vetland mitigation credits would be obtained through NQDMS In -Lieu
Fee Program. NCWRC does not object to this mitigation proposal, but is aware of
stream and wetland restoration opportunitius at other sites in the upper French Broad
Basin. NCWRC 5appurt5 obtaining mitigation at one of these sites instead of or in
combination with that proposed.
Rebpor ase
All mitigation upportanitie5 will be cunsideied. The availability of stream credits at
approved mitigation banks will be reviewed. Mane oir tfle mitigation banks that were
identified for thin project offer .vctiaiid crudots. During a February 23, 2017 pre-
applicabion meeting with Mr. Brown at the Asheville Regulatory Field Office, he indicated
Mai Me 0SHCE would consider the purchase of project -related struarn and ..etland
cradits from the NCDMS In -Lion Foe Prugram. In addition, w-th the February 2016
C

4DUKE
)ENERGY
CPCN approval_ the proposed project is on a fast -crack for completion. The accelerated
scheaule for the project Mas resulted in Duke Energy Progress to d;rect the foccu Un the
purchase of prejact-related stream and wetland credits through the NC:DMS In -Lieu Fee
Program.
On Aagast 20, 2014, the North Carolina General Assembly passed S= 9, C",or I f,
Manacement Mct of A i zr (CHIMA), requiring Duke Energy to phase out wet ash
handling. Under CAMA, all cuel ash in the state will be covered by North Carulina's solid
waste laws. The creation of CAMA has sped the timeline for convening coal-firea power
plants to combined cycle natural gas pov.zr plants and has Lrunted it fixed deadl y s to
complete related projects. Specifically, as part of the Western Carolinas Modernization
Project (WCMFI) wnicn was announced in the spring of 2015, the combined AshGvillp-
Plant 1 and 2 coral anita are to be rutirad no later than January 31, 2020. The WCMP is
required to allow Dake Energy Progress to reliably serve the energy needs of the
Western Carolinas and is an economically ,iablz altarnativa tz; continuing to ran the
Asheville Lual anits and constructing fast start cumbastion turbines (CT) in the region.
The retirement of the units, and the correspontling investments in the required
infrastractary to replace those anita, are being accelerated doe to a �uiminatkm of
several factors. Theca factors include: the continued declines in nai:urdl gas prices, the
unique opportunity to take advantage of an economic gas dall„ury prz;uct by the local
gas distribatiun company, and the opportunity to avoid significant investments for
additional environmental controls at the coal units, wnicn would be required by 2020.
With theau cvn3 duratiuns, the NCDMS In -Lina Fee Program pruvides the most
expedient path to satisfy the ti iitigation requirements for project -elated stream and
wetlant7 impacts for the Asheville Combined Cycle Project.
NCDWR
A response to the Public Modce, in correspondence dated June 1, 2017, was provided
by Ma. Sac H-VmGwoud, Winatun-Salem Regional Office, to Dake Energy and the
attention of Mr. Steve Cahoon. As enumerated herein for discussion purposes, tnese
items and the respective responses are present-ud buluv..
hem Number t
Section 6.2.1 of the application document states that "Laydown area j. with impacts, will
provide approximately 5.9 acres of usable area". It alai atatea that '`The proposed
imparts within Laydown Area 3 are necessary for establishing the basin and piping,
while site grading is regained to provide a suitably sizeta pad to accommodate laydown
material al d egniprnunt." Plaasa provide plana/skatchas that vi5cally shovv the final
layout of the site, including any sediment and erosion control medsares and/or post
construction stormwaAer measures that will be required by the local governrnlrnt. [15A
NCAC 02H .0502(b)].
Response
Please refer to Laydown Hrea r•j Proposed Grading Plans for final site layout and
regairad grading, draw;ng numbers ACC00-CV-C-GR.PL-30 thtaagh PL -33. Specifically.
7

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ENERGY
drawing number ACCOO-CV-C-GR.PL-30 is rile overview sheet of the entire la.ydown
area, while the three other drawings (Lu., drrx..ing numbers ACC00-CV-C-GR.PL-31
throagh PL -33) comprise the central. eastern, and southern portions of the laydo..m
area_ respectively.
Please refer to Layduwn Area #3 Erusion and Seaiment Control Drawings fur required
erosion and sediment control features to be cumstracted along with associated details.
dra..img nambar ACCOO-CV-C-EC.PL-30 through 33 and ACC00-CV-C-EC.SD-31
through SD -38. Specifically, drawing number ACCOO-CV-C-EC.PL-30 is the uverview
sheet of the entire laydovv" erea, Y.hile the three uthar drawings (!.a , drawing numbers
ACC00-CV-C-EC.PL-31 through PL -33) comprise the central, eastern, and 3unthern
puRions of the laytiown area, respectively. Dr..ing number ACCOO-CV-C-EC.SD-31
presents Notua and Details fur the laydown area. wh`le drawing number HCC00-CV-C-
EC.SD-32 presents Seeding Details. Drawing numbers ACCOO-CV-C-EC.SD-33 thrungh
SD-;sf present erections and Dutaila fur the laydown area.
Item Number z
Please provide a detailed engineering plan, profile view, and cross-auctium of all
pruposed culverts. These dra.Jngs mast include details regarding stream alignment in
relatium to pipe alignment, pipe slope, pipe burial, and any dissipater pads that may be
required by the sediment ant] erosion control authority. [15A NCAC 02H .0502(b)].
Rei ense
Thu lucettion of all p.uposed calverts are, shown on Lhe Laydown mroa v3 Propo ed
Gradi,ig Plans, drawing numbers HCC00-CV-C-GR.PL-30 through PL -33.
The prupused Sturm water piping inveRs, pipe sizes ant] installation detdila �qru provided
on drawing numbers NCCOO-CV-C-GR.SD-31 and SD -32. Specifically, drawing number
ACCOO-CV-C-GR.SD-31 pra5ant5 Sectiuns and Details of the proposed storm water
piping. Drawing nnm��ber ACCUU-CV-C-GR.S13-32 prese" is the Sturm Water Suhedoles
and Details. This latter drammg 1mclode3 pipe size, invert elevation and Slope data.
The m iergy dissipater pads for the inflow and out fluty zolverts from the basin Uan be
found on dra..img number ACCOO-CV-C-GR.PL-31, EC.PL-31 and EC.SD-6t
I -em Dumber 3
All work most be done "in the dry' to prutuct du..n �trezrm water quality, therefure
du..atering methods will be necessary to 4impurarily dewater the stream channel and
pond daring pipe installation. Please provide a constractium auquanLu that detJls the
method of dewatering to be atilized at the a`te and the sequence of construction event.
to be followed to ensure compliance with than condition. in addition, please Gmsu.ra tha'

DUKE
�C ENERGY
the location of 'he temporary impacts are shown on the construction t]rawings and
clearly indicated in the revises impact table. (15A NCAC 02H .0502(b)(3)].
RFwspunse
Please refer to Layclum Area #3 Erosion and Sediment Control Key Plan anti ivates for
the proposed Construction Sequence and Erosion and Sedirrnunt Contrul Notes, dravving
number ACC00-CV-C-E-C.PL-30.
Please refer to Earthwork Notes on Laydovvn Area #3 Grading Key Plan, ACC00-CV-C-
GR.PL-30, for additional duwater requirements. it is anticipated the existing pond will 15e
dewateted throagh a series or pumps discharging through filter bag3 lucated
downstream of the uAst;ng pond.
Item Number zF
The classification of Stream LL as "intermittent'- must be verified by thu Di„isiz;n. Pl�asa
contact Zan Price, Assistant Regional Sepervisur - Asheville Regional Office, 628 296
4662 or zzx"[e-mail] to schedule a site visit.
Ru3punse
Based on a reevaluation of Struarn 22 characteristics, the classification of the streatii
reach within the project site was determined to be perennial (scare = C50.0). i Me updated
DWR stream classification data form for Stream 2) is attached hUri5in.
Item Number 5
If the U.S. Army Corps of Engineers iegaests a raspunse to any Com[nents receivet] as
a result of Rhe Public Notice, please provide the Division with a cul y %f your respun3e w-
the USACE. [15A NCAC 02H .0502(4)].
Rei=ponce:
The DWR will be copied in
responds to RAI(s) issued by
Section 404 Individual Permit
Laydown Area project.
NCDNCR-SHFu
all correspondence from Duke Energy Response that
the USACE A3hevillG Regulatory FWd Office) for the
application for the Asheville Combined Cycle Project
A response to the Public Notice, in curre3pundence dated Jane 8, 2017, was provided
by Ms. Renee Gledhill-E=arlay (for Ms. Ramuna Banos, Director of Divisiun of Historical
Resources) to the USHCF HsMeville Regulatory Field Off zu and the attentiun of Mr.
Da.,id Bru.,,m. The SHPO did nut have any gaestiuns regarding the proposed project as
presented in the Public Notice. A review of the projeCt was conducted and SHPO was
L

DUKE
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PROGRESS
aworC of no historic rsoames which would Be affected by the project. The SHPU had
no comment on she project as proposed.
ThanR you in advance fur your assistance with this project. If you have any questions or
n-u6d additional information. please contact me at 704 382-1527, ,va ne.3mith@dnku-
or Sieve Cahoon at [phone]. st�ve.cahK,vn @ doke-ei ger cap � �.
Sincerely,
Wayne "
Smith, PE, PMP
Project Director
PMC Major rrrojects
Enulusares
CL. Stave: Cahoon (Dake Energy)
Aran Kapur Duke Energy
Jemat Mizzi (USFWS)
Andrea Leslie (NCWRC)
Sue Home.zzd (NCDWR)
Richard Harmon (Amec Fester Wheeler)

PART 1 - GENERAL
1.1 9 UMMA
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X
&let ele l viicinitYl rra F (coatis, streets, la rdma rks)
Pral ct Trow
oaaur)
No air
North a crow at cl : ca;(
1.2 011101 NCiS
i nip lenio nt,1 tion. See: httP:/y1Po€lta l.n( (
enli.oilg/Web/WCIa Ix) 91/9 t ilconsi nuction
fdE i tif)l Ri%or Basir ,
; TOF MO ATER CA I GUI Al IONS
A.
NORTH CAROL INA DEPARTMENT OF ENVIRONMENT AND NAi URA L FE 9OUF (19 (PI( [ 1PIF ) A 1`10 PIOfl" 11 ( A F 01 IMA 110 IME NTA TION I ONTROI COMMISSION:
Pravidi a col y ( f sitE too; ted ( n agpficable USGS c adra nt iE
1. "EROSION AND SEDIMENT CONTROL PLANNING AND DES IO N IIIA PIU/ L ", L A 1 E 91 90 I1 1( N.
and PIRCS 9 oili rra ps if it is it ; HiiEr B; sin "lith Rip; ria r B(Iffer
X
PrE-carslruatica rur off ca I( uletioi s for ea( h e i ltletfrom the site (at
1']1e 11laJA t' elle ngal ill the Pillrmit tl'a I]] th( Ilr+Ix'tOtt' C)Elc 19th( :III]ol'ter
rE c uirerrients.
peat disaha rga p( ints). E E : t, re to I roOCIE a 11 s u1 p( rtir g data for
t1 a C( mpLtatia n nlEtl c:ls used (rE it fall d; to for r( cluired storm
B.
NORTH CAROLINA DEPARTMENT OF TRANSPORT Al ION:
"STANDARD
I) ►©ttnalStabrllratla,rl
tunes to I ly �- .(I tllld lt2 t ilizr tion : Lich a F 11lulch, %vlm t Straw, a t'
ltl
( E PIE F A L ; ITE FlEATURES (Pia n E N mE ntE)
evert: , tirre (I Ic i aE r tri tia n/s t( mt dura tion, End rui cif
1. SPECIFICATIONS FOR ROADS AND S1RU(lUFE9" 2(12 90111UN (PIOOO- 9-APIOAFO 1FEIIf IIATIONI).
'
gra�'rc" "fI1„ N
The C later and rule, relating to the Si'dinient Act require,
cceffiniants).
Site Alrea
Stabilization
in mast plaits, ground s'ta l ilia tion within ? 14h y-. E gFed on the nc w
Properly lines & owne rst i1 lD fer E djc inir g 1 roperties
E; iii lir g c or tel rs (t(F oc r; phi( lir e: }
X
Des i(r cal( elations for a k dis(ha rg(s of rtir(fI ii aludin( 0
cons truetion phase 8 tl E fine i runoff coefficients for thf aitE )
Stabilization lima
1.3 SUBMI
A.
TTAI S
SUBMIT PRODUCT DATA ON PROPOSED ER09 ION /N[ `. E0 I�IHPI1 A 1 IQPI (0 PI1 f (L MRA 9 tlf 19 •
1?es£t i tif]n
13C'rPIG,
Time Frame
F�-aine Exceptions
FPA niquireniellts a r1d q-n]elltl]s' v ie rk with a I er€At � dvisor,! grotlll,
___x_
Prapasecl aontours
X
Desi(r aalcs for o l,iEris ar d st( rm sewers (isatude HW, Tvv i n:I
the C ivis ion i nd IIPAI-drvela}fed pemnit, now contains
Limit: (f clisttlrb( d ar(a (prgvid( a create totaf, (leliaeatc limits,
of flat �ielocitiE3)
B.
DUST CONTROL PLAN: SUBMIT COORD INAi ION DRA kIINQ A NO PIA F R A 1 111E 1 FIA " INO I A 119 " Hill O tI1' a ONTO OI MiASURiS f ROPOSED
"119In
c Perimeter dike=,
require ments tar -round c'avel• within l� :lid it1 S(Iine �laa(' 7 da' s•
1
; nd late]). Be sureto iriNcle all access to mea sures, tcU tl at w'Ik
X ..,_
Disci arg a and vela city aalc:itations f(r (per cI asnet and ditch
FOR USE, PROPOSED LOCAIIDNS, ANI] PRQRQ9E[1 iIME RFAFR ROF 9RERA"10PI. III EPITIR`I f[0Till R OPTIONS 11 PROPOSED
sm ale!, ditchcs
7days
Non(I
bEdi: turlEd, indLitilitieSitatmaye:dendoff. itE.
f1cw: (ea sem(nt&richts-of-w;)I)
MEASURE'S ARE LATER DE1 ERMINED 1( BE IPA [ E Q L A 11 IPI(L LI[ 1 _13 F OL L (WIPI(:510
an( slopes
p
X
Piznned and a listii c I uitdirg lacati(rs and lie vaIla ns
)
Design Ca k s far aro-is iEatif ns a n(I rrietl ocl c€ stEbiliaaiiar for
1. W)I Ti R TANEI CAf AC I TY
Planned & e:iis lir g road lot atior s & E lE w tic ns , int it din g
mills lir g E nd plant d c t a r; e is (ir ciude tE nip( ran firir g,), 1rc li lde
2. MITI10[ OI WALE R DISE IRSING
• 1-figh ( It, lit}r
2} 1Duzlclttl; Vti'astes Handling
EEmporarYla cess reads
c
)I
appropriate porn issiklE vElacit'Iardlarshearsfrfs9 data.
Des€qr forenarg} dissilaters below
Watar(11(IIVY)
7c{ay:1
None
_N/A
Lctandlortuildiac runner_
Hyclraceclagic feitilrE::
(alts ;ndconstru(tiancletoi€s
&
1.4 QUA[
ITY ASSURANCE
7(1 ner
a h o k int or liquid waste! ill stream or ,'torn drains
I 1
rgcl eiacrcps, seeps, sprints, AitLrd
and their limits, streams, lakes, pt n(Is, dams, eta. (include a Il
)
cuhiert and st( rm : cwi r autlets (irclf.(le stcie/niaterial sgec:l
apron dime nsior3). Avoid di;ctarges ( r fill slot es.
A.
COMPL) W11H 1HE REQUIREMENTS OF R(LLLII(PI I]ON]FIOL IA4I9, FLIE1 APIO fiQLI[)ITIOIII DI QOVEIRNMENTAI AUTHORITIES HAVING
If<lomare I( or
1
recuirecllocal orstat( tiflerz(r sandagDWQ Ripa ri;r Bnffer
De, itr catcs and din Eision of sEdim(nt basic! (notf (urrent
JURISDICTION, AND APPLICABLE R1RMI1 flOt011I0PI9 A9 Fill 1311`1111 (PI 1111 OFAWIN111, II14[UDING, BUT NOT l IMITID TO, THE
• SlOfler Ste:( pC11
�
less In let ; th � nd a l'C
+ [TQC{1Cat(�(1 1 Cta`." f(In dQ111oltttCill, CO119trtiQtla r and Otf E C
CIE ti Ei,-gmnati r:)
E; laments and drama gE v al s, F; rliaulad}I required fc r offsite
surfaaa area and Ic. Be!tErirg:tardards ur wenas di+iersiar of
runoff tc tYi I gains). Be : Li re it at ; It surface drains, inait ding
FOLLOWINO:
le11DIMENiATION
than 7:l
day,,
y-
+
not .Iteelarthin2:1,
, a
Nva ..tesmust 1 IOc3tQd50 fnoni torin dra ir s a rid stuca rns
_N/A
afleatedareas.IncludE (ogies ofanylrecordedlaseniestsand/or
ditciesarilberms, winl•aule pasititiedrainagE t( it IasiiE.
1. POIIUTION CONTROL ACT OF 1973" (AS AMENDED THROUGH LATEST LEGISLATIVE SESSION, NORTH CAROLINA
14 days are allowed,
LIII1CFJ' no reamr able alts unative4 av,lilable,
X,e
agreEmcntsw'thadjoirirgrraperlyowners.
(E NEIRAI STATUTES -- (NCGS CHAPTER 113A, ARTICLE 41).
Profilen of streets, utilities, clitcl lir(s, eta.
VE GE 1AT111E
STAE U2ATION
c.. ,
2. CIIAPTIR I Of TIT[ 11IA OF THE NORTH CAROLINA ADMINISTRATIVE CODI (T1IA.01 ), SEDIMENTATION CONTROL.
_
7 days) fon
: Ea ntl en -material s tock ilcer' mush t e lova Tad 50' fnom s'tornl
p
X
fl/i
Stott pil cI laps oil c r s ul s(il loaati( na
),."
Slopes 3: I or
14 days
�faatet'thall:Ofaat
drain: and s tra'r. n]a ur lar 9 no tea s one t 1Q alteilnativas
if ti Earn( gcrson aorcircts th( lancl-disturlin( activitll & any
torrow tie 14 ted Icrrcw
Area &aercacetotestabiliaedw0 tegeta tic i
Meticdofsaitgragaraticn
'e
flatter
related cr,�aste aciivit,, re or viasta
_j�.,�
RAF 1
F F 0 O LIC 1 9
n
i n E (tl. 11
ava ilable.
aalitiit tall aenEtitutE
y s part of #t a la n(I-dis i( chic q a cti lit' L rates s
�J(_
See d tY11 e 8 foie s (tern pa ra rYl 8 Dern a ire rat)
y
cC'oncrete nlaterh Is inwit be c( r trolIed to avoid (I or tact 'vith
ti e barrow or v ante act'svit, is regukated L o cler a a iv it it c Ant of
....X
Fle rlilize r t)lp( a n d rate s
.1 EROSION
AND SEDIMENT CONTROL DEVICES
• All other an(a s
None
:I t ri-acc wA ter;;, w( da rid-_ c i' bu ffco:.
1971, or is a landfill regttated E1l tte Ditiisian of 0aste
N If d
MLlIah t'.Ip1 and rates (in(kicle niulcl anitorinc mithocls to to
A.
EROSION APD 9E[IMEINI (OtIRQL 0BVI(99 SHALL 01 A9 911OWN OPI 1111 )1PPROViD EIROSION AND SEDIMENT CONTROL PLAN.
fla
14 days
(ex coftflr
E aE ge me nt. We land-clAturtling a cti, iitl and a m relate
barrow or Waite activity are act icacluatacl by tl a same r,
w ed)
B.
All Il ION/ L E&9( SIE A 9 LIFE 9 0'l .l E E F HQ l I fl E O OL R 1 PIQ a 01`19 Tfl Lla l IOII TO f RE IE NT E ROSI ON AND Of f SITE SEDIMENTATION.
with 11apel ttef1
than 4:1
perimeters and
pars(
tl cy ; ha 14 be considE reel Espace fe IE n(I-disturbint activities and
NOTA:
F to r s hgulc include groviisians far graundaoter in ancardanaE with
I'IQW %Q n(;.)
r
3j1 IIIiS£Ildl,£S t° Pe(#Crotty-ltSt4t11 liter$
neat bE 11 e m itte d E lit a r thrc i is h the Sedirc en tation Pa nuiic n
NF DES C( ns to is iia n Sta rrruiater (E na tai Permit NCGC 1(0( 0
RAflI 3 -
E)IEatIlIOII
*..•
E:+Itcnsions (if tin]etnai_ lt' Cpl notle(1 by the permittit]g authority
N/A
Control Ac f < s a c n e -L a E I orrc w :iia or throw uc Y ti e N it in Act.
1 sa
avcicl errcl aver t t roi Ir do oN a r for all clic left eel ; r( si s within 15
I I
Lc cafian a ri(I cletaili ais(ciEttid with a m onsite stare crnsl int or
worfir c (lads (r 9( ca len lar ilz, s (wi iohevier is storler) fcllawing
1.1 FFEFAFAIIQPI
bar'ad(in wen thurorotler9ite-spa(iflcaonditiom tllatnl,lecomplianae
a Ila gltitl(7nlenu,are tile arn(i�sinrnQ1liouspermit,
otter processling cf riatEriEi E:icavatecl. If tte alle tett area
ccmpl(ticrcfcorstrL(tianorde'iElcpmert.
inlpi'cGti9all(."'(S((Iti[t1ll.l3(2)(t}}
assaiatEdwitheil+a�iatioi,grocissi;c,sto(kri((: ,n(ItralEpert
A.
PF UMI[ 1 E F (9 I(1` A PIO 91[ IME PITA 1 IOP -(( 1`1111OL MEA 9 tlf E 1 10 f R E ►IE Ill 10I[ IROS ION AND DISCHARGE OF SOIL -BEARING WATER RUNOFF
El I'he permit. allov is eedm ili(1 n from the),0 acre mitiiilltlra if
o€st cl n ateriats v ill cc n Friss 1 ar n cre acres , and rra leriats will
IIINAN,CiAI RESPONSIE €LI 1WOWNERSFIIP FORty
OF A IF E O F 1`11 [1.19-1 "0 A [ SIA 011`17 F R(F E fl IIi9 ANO WA l KWA' 1. A44ORDING TO iROSION AND SEDIMENTATION CONTROL DRAWINGS AND
the Llirector at U: WQ (Iatenmitles that othel BMPS Ilrovi( (a
N/A
be lE aiiii c tie clevu 1opmE nttr; at, a mining permitwili I E r(quired.
X_
F 1Q l Ifl 1fI1P179 OF A 111110 fl I l IE 9 HA 11Ih ( .ItIR IS O I4TIO N.
equi'Iflent protection.
ReglLiirE: I Army C( rF:I �Iod 1 Errc it and Water Quality ,101
cartiftealton (e.c,strEarr (I i:turtantesc,IEr15( 11 arfEet)
—�
Ccn pie ted, sisnEd 8 notariaEd H;1O Norm
AccuraI( appliaatior fe( ga;jai le U NCDENR (:Ia5.00 pEr a(re
B.
TIER I R)l i11A 7 RL 0 419 0 F 41A I R R E 0 I f E a 710 FFOM a ONSTR l 4 T I ON ARiAS OR GiNE RATED BY CONSTRUCTION ACTIVITY DO NOT ENTER OR
_......_._..
rot r;IE d up the aa: t aa r( will ill ( eiling E n artr t)
fl F 0 9 9 R F U 19 i I O P I r( P I E S.
1
EROSIOr I& SEDIN ENT COP 11 ROL N EASURt 9 (or plan
x .,
Certif€( atE c f a z, urned ; E roe, if tl owrl E r is E I E rtr ers hip
C.
I1'19 R 9 i, f IA I PIiA I PI, A t10 R HF A I R I 0110 l'1 010 1 i0 I MiI11Al I ON CONiROI MiASURES DURING CONSTRUCTION UNT I I L PERMANENT VEGETATION
Plan e c f Re giEte reel Ag E: nt (if al pticable)
HA 9 E E E PI 191 A E L IS 1110.
_X.._._.
Lecar l (protide a1 prgpriata stilmt ols far Eli rreasuras and
j(
COUI of 0 E rr Olt eurrent Deed far the :lite. Flease rraFe st re it e
D.
f1f10111 Hfl(9IOP1 API[ 9EOIfIHPII►IIIOPI aOPIlfOL9. )IPI[ flf; IORf AN[ SIABII IZE AREAS DISTURBED DURING REMOVAL
X„
refer rac tlerr tc tleIonstrualkn'cletaits)
daE 1(s} and cwnar:Iif irfarmaticn are aonsisteat IEtwoen ite
Lac<tiancftErap+rar1lnEasiirE:
plan Eleets,kc; ir(cards;rdthis form.
j(
Loc; ti( n of 1 ermaaer t rr east res
X ,
Pros i( IE Ia titl de 8 €c nc ituda (in de cin a I da gra es) at it a pr(ject
3.3 REMOVAL
OF TEMPORARY CONTROLS
_
Cor struat€ar drawint E i n(I details far
E trancE .
A.
F HfA0 11 1E ff 9 A F ` E fl 09 IOP A PI[ 9 E O IME I'll 00111FOI ME ASURIS LION STABII IZATION OF THE TRIBUTARY AREA AND CLOSURE OF THE EBSC
terrperaq i n(I p( rmi nE rat rreESure!. Slow rrea: Liras to , c; le c n
ROF 1`II1 AN[ 411191`1 AF F fl 01110 E `I ill[ OWPIIf A NO E II( INiIR.
plea and incItidE prop(: ell contcurs wler( nese; sE ry, i=nsure
NOTE:
Flor it a E:ipress Perrritting Option, inquire at It Icaal RegianEI
di s is a s tc rat a re gtiire m e nt<_ a re rr ainta in e( I thrc u h a it p I a :I E! of
Offi( e for a va ilat ilit, ,
ca ns tni clion.
P ugu 7t 11, 2011
X
ME in lenar c requirerrients for measures
NARRATIVE APIA COPI; IIRUCTION 9 EIQIIE PIC E
_
Cori tac t I ers on reE pc ns it 1( fo r n E it ter ar ca
-.X--
P arra ti, ie dE s aril int Ile m turf & pi rF os a of it E (or stru( tia n
p A
MCI or E lemE rets al DWQ CorlStrL,
ction GE r E l' al PermitCar 1 it L E d
SITE AG9 FEAI,lREI_S
anti utyl
X
Caustructson sicuenae refatEd to orosian and sedirreat (antral
E:iistiuc ; nd FIE nr Ed dr inEgE pa it( rrs (ir cluck afl-s it( area it Et
(ii CIL ding insiallatign of critical mea: ures prior to it c it itiEtioi of
dra is thra ut 1' I rojei t and E ddres s terr pa rary a r I F a rm i r a r t
th( Ia nd-dist( rbir I w tinily i rerr o% al of n E a<, urE : a1 E r i rea s th( y
camretlarceofstorrrwater cver(railedstcpas)
EErv( are Ferrraner%j stibiliaecl). Adlre:s Ell ptasas cf
Metl c l rtsacl to determine acreage of land beiuc disturbed and
c(m truoticn i r l r eaessary gra( tines assaciated wift tompera ryj
cocoa a ar(as tc ; 11 rriposed rreasures I.I +n e• (a a
r rr p)
stream Iypassesandiariroisirt E.
4) - 1nsPc£ti(�ns
�) C°riciltt°ns to F r°stOtl & Sedtnient�ti°n4ilhal
_
E ii
sire, pill e ma tenial ar d location of cuherl_ rnd s miters
X
_ _
E id sFeaificatic ns re fated artyl to erosion a( ntrc]
.
p� tiS
oil info rmation: t} pe, special cl ar cteristics
SoilitfcrmEti�ntalowa(iliErtStarn otttet:
rev. 1111, 012
Nlllt S
1. SEE ABOVE.
FOR DRAWING INDEX REFER TO DRAWING ACC00-CV-C-CS.PL-130..
FOR GENERAL NOTES REFER TO DRAWING ACC00-CV--C-GR.PL-30,
Sarna xv°e0 Irl impeaia rl : aquircnletits
C Saine rt In i alit;(' & inspa'Ctions a fi(r a A" hail e, I( lit
• Ina'R( ctionsi ilei only rcgtiire( (Itn'insr "normal bit, in(!
11OttnI'°
4 1nl'1 action ucponts must be vlaila ble on-site (luring
business hotted unlei9 i slite-specific ex(,nlptt(it is
:i nnrnve*r1
a F ecordi must bQ I apt for I ; can- a nd ave ilable up( n
reque 5 t.
a l lectronica lit -a v, ilable reaords n1, tl t ( i tit stituted
under (Ierti in toll( itiow.
• I r( joctr r ei mittod under the r r(Ivionit fl arnlit ( an
continLI0 to fa Ila w the previously -permitted con( itis ns.
a Conir It: to all Illi( e tions) neceiv( d prion to f Ilif7tist 3,1( I I
ea n follow condition, of approved application.
Apll fit a tions rl'( QiVCd , R01- A}1ug11,11 2,1( I I mush comply
i 11th nti ", permit conditiot 9.
Ecs1i, nation on tha plans vv{lctic the ,I and kkda; cii( and
st,I biliaation Ilcquirenient, ofthe T PIIIES permit apt hl
E, est ignation on tha plan:• where b, sins that con I I,l "lith the
stet facQ-vlitl ( ns vat Ilcquiilem(nt9 of the 1 PE]IE;S permit are
Ia cats (I.
a paint oil liquid v'astes in stiles In or storm duains
• Lfedica tad aueas for (laniolition, c( nstuuction and ( they
ula:I tis loci ted 50' Ira m mi rn drains) i nd rtreanis tit lass
n( reasoni ble a lt(rna til er arc av, ilable.
11 Earthen -ma teria I st(g I I iles lo(tated '10' f1 a ill stonln
drains unles: no reaa(tlable a lturi1£ti'` e -s r vailat l(.
a Concnct(i mutt ials must b(, rontuolled to a'I( id (ontaat
vlith surface n aters, n etlands, ou buffiers.
A (Il utlat structures mu:I•t v ith(Ira mi from t isin Hurf{ice
unlesrl drainage r uea 0 [a s than I a cue.
6 L s e only FI WQ-a R If roved floc culal nts.
* In ordnr Ibr tlu, 1'&91(1' I'la it to sati,,Aj the conditions oC(he Construction Civaor.I Permit, it deist ids nlif)y areas whn le lb- ground slat i14 tion rglLlirenlen(s al)pl)l a nd tho
location offlie I:alsi€is vvhtire t 1 i,urhw-withdntwaI roquiroments al pl)1.
E ocurnl( rat Pini failed by th(I Oivision ( f \% ateu Quality
ACCOO-CV-C-CS. PL -30 - L AYDOWN AREA 43 COVER SHEET
ACGOO--CV--C-EC.PL-30 LAYDOWN AREA ani EROSION AND SEDIMENT CONTROL
11EY PLAN AND NOTES
ACCOO--CV-C-EC.PLW131 THRU -33 - LAY[ Oil' A[ [ A 4K [ RO!l: ON AND SEDIMENT CONTROL
8LAN 91 E E T9 1 T1 IRU :I
ACC00-CV--C-EC.SD­31 THRU -37 - L AY[ (Wt ARE A 4K [ ROS: ON AND :IED: HENT CONTROL
NO14 9 9 9 E Cl 1 ONS AND DETA1 LS
FI IF N PI EI D AI Ilicl
N(
1`:11111 fit RIVIEW
IF1I�IU"'
DAIWN i Ci'I I APIC
2
17111 15 I1 �1
DA TE
THIS DOCUMENT IS THE PROPERTY OF CHICAGO BRIDGE & IRON COMPANY ("CB&I").
IT MAY CONTAIN INFORMATION DESCRIBING TECHNOLOGY OWNED BY CB&I AND
DEEMED TO BE COMMERCIALLY SENSITIVE. IT IS TO BE USED ONLY IN CONNECTIOi
WITH WORK BEING PERFORMED BY CB&I. REPRODUCTION IN WHOLE OR IN PART
FOR ANY PURPOSE OTHER THAN WORK PERFORMED BY CB&I IS FORBIDDEN EXCEPT
EY EXPRESS WRITTEN PERMISSION OF (BBI. IT E9 TO BE SAFEGUARDED AIAINST
EOIFI (ELIOEIATE All( INAIIIEITEIT IISILOSLRj TO AN` Th IRI PART'.
iRAWN: NAV— 10 > APPD:y Lit IF:I21jIi 11, S9.1A: i (Nil - -
(ISI I'lortir Carollaa+ I+90.
1`'I Fng, Fi;ari Rag.at )5.011911(1
DIII RW v1\E ASHEVILIE CCNBINED CYCLE (ACC)
ENERGY Arden, Ncrth Carc I i na
CLIENT PKC N0:
CIVIL
L A YDOWN AREA #�
EPOSION (S SEDIMENT CONTROL
NOi E< AND DEi A I L S.
Fap: Duke fneng) Prognesi, LLC
I FIJI C1 ND, i 11 E V WG =' 0:ACC 00-C H -EC. SD 311 REV, A
rmn, C8: k"I Q.awo

PEF N ANE � 1 SEE C 1 NCI
The following Permanent Seeding Specifications area general reco"nendation.
Property o,mers may request a difference seeding mixture based on existing
vegetation. Refer to the NC Erosion and Sediment Control Planning and
Design Manual, Section 6.11, Last revised Mat 2013, for permaneni seeding
recorrsmendat i ons.
Seedina_Mi_xture
`. pecies - ---------. pate ( Ib/acr E )
To l I fescue W -- W -­ - 80
Seri l a ea 14 s p edezei --- 20
Kot E Iespe(IEzo ----- 1(
5eedina Note :
1. Afian ALi(. 19 Lisa ursaariii iacl sari said.
2. 4ltario pari mciwinq is planned or a regi app(ariance is desired, omit
ser iaaa and inariaasa Hota lespede;ia to 4( Ib,laarie.
3. la a)ilan(I
spriing saaclirq
dal as inlo dLin a, (Idd 1`. 1b/acre
hulled
EarimUcla quasi.
Fowa�ia i,
a-Ia i rrid-Apr. i-1 is preferable
to seed
i s i r a i
Nurse Plants)
i o�ia n.
0 at weer May 1
ar d Aug . 15, add
10 11: /acre (l ermon mi l I el (Setar is
I to I i a a) or
1E l b, as re Suclan
gross. Pri i on
to May 1 ori after Aug. 19 add SIO
l b/acr a rye
(rain (�ecole
(ereal( }.
Seeding Dates
lett
Possit Ie
F a I I:
A ug. 2! - Sept.
15 Aug, a ( - 1 25
late Wirier:
let. 15 Mar.
�1 Feb. 1 _, Apr. 15
Fall is best -on tall fescu( and late w1 ni E r fors l esped( ;las. 0�1E rseed i r 91 of
Hobe 1(s p edeza over ala l l -se a ded tall feSCLIE is va i of -la a i i ve.
Soil Amendments
Apply lime and ierti I icer aaicrding to soil tests, or apply 4,(I(( Ib/acre
griound a gr i cu I i Lira l l i mesiono and 1,000 I t ,acre 'IC -10-10 i eri i l i i er.
Mulch„
Apply 6 C 00-`1. ((0 l b, ac re grin i n stnavl or e q u'r va l e 111 coven of another s u i tab l (
mi I ch. Anchor s 1 raw t %I tacking w i tt aspho l 1 , netl i r g, on nov i ng on by a n i mp i ng
with a mi Ich airlchoring tool. A disk with t lades iEt near I stria ight (lar
t E used as a rmi I ch an a l or i ng 1 oo 1. P ei t i mg is th( p referr IE d and l on i ng
mEii hod or step slop( s .
F E fert i I i ze i n t he se c or d y( an un 1( , s growl t 1 s fu I I y ad( q uate. May b(
me wed or c e or 1 v i i ce ai year, tut mowing is n c i neo (, sary. F eseed, i ert i l i ze,
arcl nx-IICI damouEd ai imm diatelll.
SIE ED BE[ PRE F AIR/11 ION
Apply time arc f er-1 i l i zer ar d i no ori pora-1 E into 11-e fol 4 - 6 i r ches of soil
by disking on other lcu i tab l E means . Operate ma(h i r ery on the a a ntour. When
Using a hyrdr, a lceede r, app 1, l lime and fer i i l i zeri lo a not gh, l oc s e suriia ce.
Carp l (1 e see(It ed pr(p a rat i or by brie s k i ng up l ar c a clods and raking ii i c a
s moot h, un i forim sur- a ce (, tapes l E, s thor 2 :1 1. Fill i t or l e�ia 1 depria s s i ons 1 hat
can collect water. er. E r oodca s 1 seed into a fii l oos(n ed se(clbed tr a i has n o t
teen sEaled til rain all.
Ni
I. SEE ABOVE,
2. IOR DRA:NG :NDEX REFER TO DRAMI:NG ACC00-CV-C-CS.PL-30.
3. FOR GENERAL NOTES REFER TO DRAWING ACC00-CV-C-GR.PL-,30..
1ENPOFAIFY 9EUM
TE Flf ORAR'l HEDI11( RECOMHENDATi(NS F01 SUMMI I
Seeding Mixtures
1_peciec------- --- Rat( ( lb/acre }
4 erlman mi l l et --- -- �10
In tt ( P i edm(r 1 and doer nto i r s, a s me 1 1-s 1 E mined ! tldongrias s may to subs i i tuts cl
at a nate o -I t 0 1 b, ac re.
Seeding Dates
SIC unto i r s May 19 - Au( . 15
F i edmonl May 1 - Aug. 15
(Costal Flain Apr. 1E - ALig. 15
Soil Amendment�l
Fol low recommEndatiorls of is i I lois or app ly 3.((0 Ib,lacre grioond agriiculturial
l i mei i c ne and 750 I t Macre 1( -10-1( fertilizer.
Mulch
Apply l.i Ib/care stratil. Analon stravl by lacking with asphalt, resting,
or a mulct anchaiirg tool. A disk with blades Set nearly sirwight can be
use el as a mulch arahorinc tool.
Fcinterarce
F efert i l i ze i- growth is not i u l l y a dequo- o. Res(a d, fer i i l i ze, and mi
l c h
i mrned i al e l y following eros i or or oiler damcl(e.
T Mf (RARY EDINQ FE0MM rIDATI01`1! FDR FAL
Sudim Mixture
species - - - - - - - - Fate (It/acre)
Rye ((rain) - - - - - - - 120
Seeding Dotec
Mour 1 a i ns Aug. 15 - [ ec. 1
Coos 1 a l Plain & f 1 E dmoni Augl. 15 - [ ec. -. 0
a i I Aruindmenl s
F a I I ow rieconmir dot i oa s of so i I test a r opp I ;1 2, 0( ( I b/aa ne gra r d agr I a u l tura I
l i mestori a and 1,000 I t , acre 1(-10--1( fertilizer.
;ii
Apply I,((0 1b,lucre sl ria w. Anchor i1naw b,l locking with a5phall, nettli
on a meld anchoring l c c l. A cl i sk will b l ad(l, set r early 411 can to
Used as a rrxa I cl anchors i ng fool.
I la i ntenan c e
AEpair and ref(riilize damaged area; immediately. lopidress with E( Ib/(lane of
n i l roger in Mar a t. If It is ne c essari to e; 1 end t( mp ovary cover t E yond ltlr a 11,
mlerseed vlith I( lb/aura Kob( (Piedm(rt and (costal Plain) or llori (moulrtains}
l e s pedeza in l ail a February or Early. F larch.
TEMPOFARY' Q F {OMMfPI ATI I`. FOR AIE WIIIER AND EARLY IFli
pec les ------ Fale (It/acre)
Rye (grain) -- ----- 120
Annus I Iesl ( dezo- - - - 90
(Kobe in Pi(clmont
and (cstal F lain,
Kor( an in Maintains }
Omi t annual l espede -ia when durat i a n of 1(rrploraril1 coveri is not to ext E n d beyond .1i
Seed Ing Date 1l
Mounl a i ns Abov( e500 -I (E t : l (t . 15 Hk y 19
Below e500 f(Et: l(t. 1 - Flagyl 1
P i e(Iw t Jan. 1- May 1
Coastal Plain Dec. 1 - Apr . 15
a i I Amin odorants
I of Iow r( comii ions of sot 1 test on app 1,1 2,00( lb/acr ( ground Agri( LIIfiI
I i mesion( and 1E( l b/a( rie 10-1 C -10 -I(rii i I i z(ri.
Mulch
Apply I,d(( Ib/aa re siriay. Arabi straw by iacking with asphalt, netting,
or a mulct anchoring foal. A (tisk will blades set r(orly ilriaighl can b(
us(d as ei mulch anchorirgl tool.
Maintenance
Re- a rt i I i s E i f gria wih i s not fu I I y ad( q uate. F eseed, 1 ert I I i ae, (I n (I mu I ct
i mmEld i ate I �I fol l oti li ng ( nC s ion on ofl i domag( .
ACC00-CV-C-CS. PL -30 - LAYDQ * l ARBA 9 Q C VFIFI SHUT
ACC00-CV-C-EC. PL -30 - LAYDQ I? AF HA EFL 9101 AMD 910 ] NEF II IT CONTROL
KEIT PLAN A00 P C T1:19
ACC00-CV-C-EC. PL -3'I THRU -33 - LAYDO N AREA EROSION AND 9 E D 1 E INT t M TF OL
PLAN SHEETS 1 THRU 3
ACC00-CV-C-EC. SD -,3'I THRU -37 - LAYDOWN AREA 9 EROSION AND SED 1 K NT t OP 1F Q L
NOTES, SECTIONS AND DEIA1L9
SEE E I NG FOR CIF A99- L 1H O CH AIN NE L 9 I
Seeding Mixture
pecies----------- pate t Ib/acr a )
Tall fescue 200 (4-5 Ib3/1,00( ,q ft)
t arse f I ants
E e tween May 1 ar d Aug. 15, acid 15 1111acre � udongr c ss of 10 l b, as re
0 E rman mi I I at. Before May 1 c r oft E r Aug. 15, add 40 It/acre r ale (gna i n) .
Best: Aug. 1E - Oct.
Possible: Feb. - Apr. 1E
Avoid seeding from Pov. lc Jan. If sea(Iing m,lii be (lore al this Iii odd
40 It/acre i grair and Lisa chsrrel tiring tlai of-leris ma;limUm pra1ection.
Sgi I Amn�i
App lel Iii and f(rri i l izeri accoriding -Io sot 1 1 Ests, eri applNj 4,004 lb/ocriE
grour d agri i a u l tuna I I i mars 1 one and 1. ((( lb/core 10-1(-°10 - (nt i I i. (n. Dp( rate
t i I I a go e(I Li i prem across 1 he wail erway.
Linen
Whe rie I i ne ria are ra qu i re (1 on ft( plans for 1 l a estat I i shoran 1 of grass,
use E xce 1 s i c r typ( mat,
Exce Is1or tial
A wood f it (rl mat p rioduce d of wood exc( I i i or of 80% ( i ght-i r ch or l c r ger
f i be rl I engl l s. Th( b I an} a 1 i s of cons 1 s t ant 11 i okra s s wi f a no s i (Io cov( r e d
w i -11 a phol C degra (lab I e p I a st i s mEish and st i tct ed o -I 3" cent a rs.
A IS.IIII IDI N9V[El
R9.IrRrNtf oFAllltic9 Iii FEVISIIPI
THIS DOCUMENT 11 111E PROPERTY OF alllaAG( 9911 & IR(PI III hiMY ("CB&I"l.
IT 1 AV COi11A1P1 IHFIORAIAIICN IFlai IN(I 1110HN( LOG'1 011NFD EY aB&I Aff
LEE 69ER T( BE C( NIM9FC11L111 ' ENSIU19. IT IS 10 EE LISIC OPIL'l IN COHNFalI( N
WITH W(FK HFIr10 PIAFO[AIED EY aF&I. RIHROILICTI(N I3M WH[LI aft IPI [ART
FOR MI Fi Ili 1HAr1 W i1 P91'I'll ED B'1 CB&I IS FARE I[DFII FXI9F11I
B E;IFRI9S VRI IEf1 PIRM19SIEN IF Ci IT IS 10 9E !?IECU)FDE[ iICAINSI
( [ BOIH E EI IBIF ? A APID I NAi I IllPil R IS(L O`.I LIRE T( All) 1H 11 [ I 1 R' 11.
D1IWH Ci1`q ?PFD 11?19 CRAWfl: IJlk CII`R:AFIE: )/ Di TE: ({� SC,ILH: NOT 10 �ClILE
CH &I Porlh C( Iirc, IN{.
Ma i Frrim R(g.#81IS.01:1`11CSI j
4 � UICE ASHEU[LLE C0N91NED CYCLE (AUC)
ENERGY . Arden, North Carolina
CL1ENT i MG K:
CIS IL
L AYE C A N AREA #%
E ROS I ON 8, SEDIMENT COIF TIROL
EEC I NG DETAIL..--.
FC,R: 110ci Elr ergy Progross9 LLC
PHa.l( i i a,Ili 20511( 0G 104M10 -V -C -EC -9-32
V: A

NCDO- #5 OR #5-,
kASHED
TEMPCRARY CRA4VOL CCN�IFUCTION ENTRANCE / OX ] T
N01 lC !CALE
CONSTRUCTION SF EC I F I C AJ I M � MAINTENANCE
1. 4IEAR THE ENTRANCE AND EXIT AREA OF ELL
VFIGFITATION, ROOTS, AND OTHER OBJECTION/BLE
MATIRIA1 AND PROPERLY GRADE IT.
2. PIACE THE GRAVEL TO THE SPECIFIED GRAEE ANC
DIMENSIONS SHOWN ON THE PLANS. AND SMOOIH 11.
3. RROVIDE DRAINAGE TO CARRY WATER TO A 9FIDIDEPII
TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPRCIIEI
STABILITY OF THE FOUNDATION IN LOCAIION� �LIEJEICI
TO SEEPAGE OR HIGH WATER TABLE.,
MAINTAIN 1HE (FAIEL F)( IN E 40tDITION TO
PREVENT MUD OF !Ell IDLE t - FROM L IIAVI I G THE
CONSIRUCIION 91711. -FII! MA` FO10UIRE PERIODIC
TOP DRESSIN( VIII11 e- INQH � IONE. AITER EACH
RAINFALL, IN�flECI 0) !-RI.(-URE USED TO TRAP
SEDIMEINI ANC CLEAN I- (L1- A� t E( ESSARY.
IMMEDIAIEL) FEIMOIA ALL OE�JlQTI011AB[E MATERIALS
SPILLED. WA�HEIC, (R-RAQFIEQ OtTO PUB[ IC
ROADWAYS.
T ENA OR O F Y F r RDWAF E CLC 1 H F ND C F AVEL
N L E T PF C T EC TION
NOT TO SCAI E
NOT19
1. SEE ABOVE.
2. FOR DRAWING INDEX REFER TO DRAWL NO ACCOO—CV—C—(! . FI L 3 (
3. FOR GENERAL NOTES REFER TO DRAWINQ ACCOO—CV—C—GF.PL-30.
C T X11 NUC I I ON ME( I F 1 C/11 I ONT
1) UNIFORMLI (FACE A `.[ALLOW OEfIfE!SION
APPROA CH IN( 1 HEI INL E "
2) DR I VE 5 FO(1 STEEL POSTS , F EI ET It TO THE GROUND
SURROUNDIN( THE INLET. SPAQEI ROSTS EVENLY
AROUND 1HE HEIR IMETER OF ' 1111 ILII ET, A
MAXI MUD OF 4 FEET A R A fl-.
E CL(TH
3) SURROUND THE R(91 ! WI" 11 WIf II MES[ HARDWARE
CLOTH. SECURE 1 [ A WIREI MEI`. [I TO THE STEEI
POS1 S AT THE 1 (F , DTIC L L E AND BOTTOM. PI ACE
A 2 FCC] FL AF (F -111 W I R EI MEQ 11 UNDER THE
GRA VEL FOF AN(FI(R IN( .
4) PLACE CLEAN (R A 1 E l ( t ( COT #`. OR #5' STONE)
ON A 2:1 ! L OF E III' 11 A HE I( 1IT Of 16 INCHES
AROUNC 1HE YIIR E , AND `. MOO11I TO AN EVEN GRADE.
5) ONCE 1HE CO t lfl IE LF III( O fl A I t AGI AREA HAS BEEN
SIABILIiED, REH(IE AQ(IIMILATID SEDIMENT, AND
EST/ BL I� H F INA L (FAC III( E L 11VATIONS.
6) COMP/ C1 1HE AR EIA fl F O f Elft l` At D STAB I I IZE IT
WITH GROUNC(OIIEF1.
ACCOO—CV—C—CS. PL --30
ACCOO—CV—C—EC. PL -30
NWIENMCE:
1) INSPECT INL E1 � A] LEA!- WE I p L ` At D AI TER
EACH SIGNIF10011 (1,1," OR (f I ATE R) RAINFAI I
EIIENI . CLEAR 111E 41IRE ME � 11 Of At Y DI BRIS OR
O1 HER C BJ Ed 1 � 1( fl f (1 I Q E AQ O10UATE f 1 OW FOR
SUBSE0UEN1 F AIN9 . IiH11 Q A R II NOI TO DAMAGE OR
UNDERCUI THEI VIIRE M11!11 L LIR ING SEDIMENT
REMOVAL. ROfl I A (E 9' O t EI A`. HIE( E( .
ACCOO—CV—C—EC.PL-31 THF U —3:
ACC00—CV—C—EC.SO-31 THF U —37
LAYDOWN AREA 43 COVER SHEET
LAYDOWN AREA #3 EROSION AND SEDIMENT CONTROL
KEY PLAN AND NOTES
— LAYDOWN AREA #3 EROS ON AND SEDIMENT CONTROL
PLAN SHEETS 'I THRU 3
— LAYDOWN AREA #3 EROS ON AND SEDIMENT CONTROL
NOTES, SECT; ONS AND DETA LS
F E9 11KO II RAWiNt l
THIS DCILIMEIPIT IS 'HE PROPERTY OF {IHICAGO ORIQCE 8 IFON (011 V'I
IT MA)1 4(NTAIN IM(RlvMATICIN DESCRIBRG TECHNOUCY (VID EI)l QE&I INI
DEEDED 10 EE flOMMERflIAILY 9EHI I11V8. IT I! 1f BE U181 ON01 IN 4(NtIEC1I01
WITH WOf H BEI ING F EREI(RMIC I `I CI d I . F EPI (DU(1 I0H III WHU E ( A It PAFI11
FOR ,IPM I[IRPC9E OT1OR 'IHAN VI(RK FERI (flt-kg 9Y 408.1 19 I(RBID[EN I)CEP'
J7 I`, SID I (R RI �IIEW RIA,jz jEFBY E}P1AS`.I W1 IT1EN FEI01i H N ( FI (iflBE. 11 11 T( BE SAREILAI LEI AGA 11191
EO11 D0,11ERAIE AN[ PIIDtiIOR10N1 DI`.C[(S[IFE 110 AV THIRI PARI' .
I<I11. IE1II91Ct' ORA VIN U11'1 AFP11 DA IFAV'N: %L/4%L CK'D:, AIPI:/ 0.11E,� �I j�� 1AIE: NONE
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Ljur%
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C [ENT DIG h0:
CIVIL
LAY DOWN AREA #3
ERCSION 8 SEDIMENT CCNTROL
SECTIONS AND C ETA I L.
F(I: DOG HnEIrg) Progress, IILC
PF od11C' I t10: 09,1111 WG 11(:AQ C00 -( V -C --E C. SD -33 REY: AI
— ^Form: US -830-0044-42104 C8I ANSI D

S I E E L AP1I-110F10)1 FLA]'
1FAlH FA(k
SECTION A. -A
SKIMMER -SEE SEDIMENT BASIN
SCHEDULE FOF 91ZE
s
M
r
9EIDIMINT at IAN
OUT 91 RIV.
6`
2 n
E011[ll
OF EA! IN 6'+ L
CLASS B STONE PAD
6'x6'x1'MIN
WELD 10 CMP R19ER
REMOVABLE 113A!H RACH
IS OPTIONAL FCR EA90
OF MAINTENANCE,
Q
a
w
cr
TOP OF DAM
DESIGN HIGH-WATER
I ,I" STEIEII ANTI -VORTEX PLATE M
TRASH RACK 1 I /
A 1 CMP RISER 2
CLEAN OUT (SOLID) 1 �j
STATE
ANTI- FLOIAIION ANCHOR
TOP OF
DAM WIDTH
� r
TOP OF EMBANKMENT
DEPTH OF SPILLWAY -SEE SEDIMENT DEPTH OF SPILLWAY --SEE SEDIMENT --CONSTRUCTION SPEC : F I C►�IT I C (� S
BASIN DESIGN SCHEDULE TOP OF EMBANKMENT BASIN DESIGN SCHEDULE
BOTTOM OF SPILLWAY LENGTH -
SEE SEDIMENT BASIN DESIGN SCHEDULE
RIF RAF !OO 1`1011
1FII! [EIA IL
'-0"(TYF )
�i
3
-FILTER FABRIC SEE EARTHWORK
SPECIFICATION FOR TYPE EA9II1
�1
3
EMERGENCY SPILLWAY ELEVAI ] CN V : EW
ENEFCENC)i` SFILLWAY SECTION
d50 dMAX D NOT TO SCALE
(Inches) (inches) (inches)
O 9 111
NATIVE CUT SOILS
(SILTS AND SANDS)
j MATCH RISER CREST ELEVATION
IMPERVIOUS MATERIAL PER EARTHWORK SPECIFICAII(N
SEE CONSTRUCTION SPECIFICATION NOTE 3
M
2 � 1
ANTI -SEEP COLLAR
SEII DETAIL THIS SHEET
DISCHARGE PIPE
( BARREL) 1 ��
1
t 3) #( M111. BARS 3' CUT-OFF TF ENCH
f L AC EI[ AT RIGHT ANGI RIS AND )III 2' DEEP MIN.
f f 0,1[10 TIII( T11ROU(H SIDES
Of RISIIf TO ANCHOR RISER
TO C ON(F fITE BASE
RISER 1YFE SEE IME�T BASIN WITH SK] NNEIR
NOT TO SCALE
1Lc
3
SEIC1 : CN 3-3
l' Est
1. STABILIZE EMBANKMENT, EMERGENCY SPILLWAY AND ALL DISTURBED AREAS ABOVE THE
SEDIMENT POOL AND DOWNSTREAM OF THE BASIN WITH VEGETATION PER SEEDING
SPECIFICATIONS IMMEDIATELY FOLLOWING CONSTRUCTION.
STABILIZE EMERGENCY SPILLWAY WITH RIP -RAP OVER A FILTER FABRIC LINER.
EXTEND RIP -RAP UP ALONG SPILLWAY SIDE SLOPES FOR A MINIMUM DISTANCE
OF ONE FOOT. EXTEND RIP -RAP LINING FOR ENTIRE EXIT SECTION (UPSTREAM
TO DOWNSTREAM).
RIP RAP SHALL CONFORM TO TABLE 6.15b OF THE NC EROSION AND SEDIMENT
CONTROL DESIGN MANUAL, LAST REV. 5/13.
RIP -RAP AHR(N SIE DIG.
A( C( 0-C)I-C-£C.S[ 7
O0OdOO © OdO
�O
O ) 6�d ,OO�
1 BA51N
S1IIMEHI
'ICE SI(PI
I(Tl 0M
Sol PNI B(T'(M
'011 Of BERT 1OH (F EEIM iLEANOUI
FI!EI FUER
II'ER
IARF El
EAlFEi BARIEL
IARfEl INVIR' EIFI. 11'IEII ELI 1.
EAlFIL
SI(PE
BARIEL BAF REL 1)
1FIIILWAY
'_PILINAY
At II-F1(TA TI(N
Sf1IMfEf IEVICI
EAIIN Nt.
(M)
IIMEN!IONS
4EA (9F) ELEYA1ION
EIEVAII(N WIITH ElEVA II(N
I IA)IETER HE IQ H'
iFE:1 ELE11.
DIAMEi1F
1ENQ1C @ RIS1F U'LI11
FAF
NAlEIIAl CI AS!
LfNG11H (I)
(RES' El
AN(1101 1IM.
IN911fA'TOM
1E --1D-.
If RI QUI AISI
(110' 361' }
(1,040 2000.01
hall OQ 1Q' 30(12.',5
q1 " ,51'
2011.10
:fi"
19' 2490.(0 301X.90
1.037
E H(TE
r MP
41.OQ'
3CGE.1C
5.C,)I 1.0' ;I 1.50'
WER
A S M
III' FI A 1" HEjl[ (R ENQII19EI
al
1 BI LO11
APPROVED EQUAL
I I(IE!
1. CMP O[ Tl El f APRIL SHAT L C(MPL'I III' H 1111 RIO lI OMEIII! I F I YRI 1 A LIT 111 FT I II O' , A A! 110
THI` fIf SIIAIL HAVI IN All U111IIE0 (CA11N1 ME[IINII 11E fE(I IlEMEI11. If 1!1110 M 1i..
REFER T( 11(001 °TANOAID SI El 11IIA' I(W 10 H(IO' .IN1 110111H JNLIAF 1(12.
�CTES.
I. I1111I)U11 ILIANAI(I IElYNEI1 FEE AN ,NI IttRI 111E 11 1(ILIF !IIAIL EE 1".
2. (011(IO'E MINIM[IM ((MPFI!!1'10 l'FINII111 !I-ALI IE 31 f0 1',I J1 311 DA'',.
3. l SE ! 1111 Al L MID E( II(M (H 1111101 J! FOFM.
I. 1011PAC1 IV[ R-.111(lVA1101 ' ( 9 10 NI11111I[I J! fill FMIIIOD: B) 1111 lIO( IF IAD
IRIC 10 (A!11 01!51 )
9. I€l LAR! H(U[ D EI ILJ(ID A MININR 11 1' fl(M Illi JOINIS.
N4111 S
1. SEE ABOVE.
5r_�rr
ADD 3 - #4 DIAG'S x 3'-6" LG
EACH FACE (TYP)
#4 @ 12" ON CNTR
EA WAY, EA FACE
" CLf (1`If )
TYPICAL U NCIRETE ANTI -SEEP COLLAR DETAIL
NTS
►:I+Id+ISL`9'II���>�i��><1"11I�]��;�.T:hf:'��d�ITh[��L�#I
ACC00-CV-C-EC.PL-30 -° L AYDOWN AREA #3 ERGS ION AND SEDIMENT CONTROL
I I Y Pl AN AND NOTES
ACC00-CV-C-EC. PL- 3 I THRU -33 - WIDOW A I E A $K, I 10! 1 ON All D! I D 1 LENT CONTROI
AIAI !HEET! 1 T1 RU
ACC00-CV-C-EC.SD-j31 THRU -37 - L AIIQO1411 ALAE A $K, EROSION AND !EDIMENT CONTROL
1 OTE S+ SECTIONS AID DE TA 1 LS
Fi Fi f1 N(E CIA} HIC9
p
V V V wo I
CONCRETE
SECTICN 1-1
NTS
ITRE0 101 RPM
RIPRAP. SEE NOTE 3
THIS DETAIL
t`_0„
UNLESS
NOTED
FILTER FABRIC SEE EARTHWORK
SPECIFICATION FOR TYPE
1. YE PIEfAIVFM . 111.111, (ILB PI 'TRIP T(P1011 IFOII AREA! HN[IF 1H1
EMBAIIKMEI 111( f 1I O'IE 11 E1 !, ' EIETITIOP, I (Ol' Ahl OTHER OBJECII(NABLE
MA'IEHIIL. 9ElAl ILEAI111( 11E RI 01 JFIA LN1IL 111E (AAI IS ICMFIETE ANE
1HIN RIMOW IFII!11, 11 EI! Ail[ ('HI F (I JI (TIONAEI E kAIEF IA ! 10 1 ACII ITA TE
1E(IMENT CIE�lN(L1. 11101KI111 11L IOF'(IL (R'(IL (OP TA ININil OFIANIC
MA111R F(R U`. E M J I1 I if 11 ' II Ll Of 111E OMBIH NANO T( FAO IL I11AIE
I IEC EIAI P E E! 111 B1 P HI [I I. I L 11 (1 TE MPOF il F Y ' I OI MENI (ONTF OL 11EA SLIRE'
1 El 01 IH[ IA! 11 A! NI O( EI .
2. (U1-( FI IRE NIH - ElI(IWII 11111.3-1 F1 TFI N1 H 11 (NC 11111 (INIERL INE Of 111E
MAI III 1 1[ L E&INI Wl 1. (III 111E 11111(11 ' ( lIA1L1 ' ( IL MA111RIAl , EUI IN N(
IME MAKE 11 LIS! IILIN 2 FIE' IElf . 'FII CLI1-I RI 1F INCH MU!I E)ITONO IN10
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1 IIIIMUI f 011(11 YIC111- lilfC1 I NI 111!!-1 11 1 OIMI1 (111 ATION (I 1)ICAVATIOP AN[
ICMP�lCII(N ElLIIPlfill E111 Ill II( (J!1 IE'! 1111AII 1 11111. MAID !IIE SLOPE!
IF VIE TNE1101 I( S11EIFlf 111111 1 T( 1. I(MRACTION FE(UIREMENIS AFE THE
!Alli A! 11-1(S[ 101 IIHI I W I IINME1 1. 1111F 1111E 11 FINCH OF Y DLIRIN( E A(Ilf It I INI
ANI IC0,10 1N Cl E1 V II N' .
3. E MBAIIXMEIII -- 111 L MJIEF IAT ' HI ill [ EI 1 LEAN MINERAL SOIL, I FI E QI ROOMS, 110(D'I
'IEIE1111111N, IQ1K' INT 011111 OE.IECIIQNABLE MATERIAL CLASlIFIED A! "IMPERIIOU!
MAIEl l lt" ]N 11(OF100 WITH OAFTFWQRIII !PECII ICATION ACCO€-lP-C-SI-05.
! (IfIF'I JFEP ON HAITI H F ILI I! 10 BE RI ACED BEI ORE FLACINQ F Ili , PLACE f I(1.
MAIE1 1JL 11 11 T( E INCA 1 OIIIINU(U! LAM FS.
IIHI 111 L 1 J 111 F Ill ' FIOLII [ (ONTA IP 111E RR(PE R AMOLINI €1 MGI !T(IRE 10 EIISHRE 1HA T
! [% I(MF l(' I1 N A' DETOIAIINEI E' THE MODII IEC fR(C10f (A!Tl 111.51 ) WILL EE AOHIEIEC.
11(11!IlfI1(T ' HI I IBAIIKMRN11 110 AN EI OVATION 10 POR(ENT HIGIIEI 11HIN THE DISIGII IIEIGIIT
[ AI LOEI FOF !I ITL IN11.
A . 110111 IT ' FILI4 AV ' E CLIRE I )I A T1AC 11 THI RISER TO OHI [ AI RI L 00 I AI R[ L S1Uf
T( 161 K I J WA' 111111111 ! TF U(TLIRA L C€ NP E(TION. SE CURE Ai ( ( OIINJCI l(N!
BE Tl I El 111 FI L ! 1(T I OP S B) A PF R(VE D WA TOR11111-111 A S! EMBI HS. S. fLACE 1HE
IAIIIFIL 1111[ FMR (N A I IRA1, S10(TII FO(INCAII(N Of IMHEPVIO[IS S(It. D( I10'I
1161 Ill I ICU! MAIEF III ' [ICH AS SAN( , GR A)1E[ , OR O R[ISHEO `. TINE IS BA CHF ILI
JFOL1II1 111E FIFI OF AN1I•SEI f COLLAR!. PLACE THE FILE MAIERIAL MOIINC OHI
IIIE TIII LWAY IPI i INCH I A' ER', AN( (00C1 IT UIIDER AID AIOINC 1H1 HIRE T(
ll 1_11'11 1111 lAllE DON!111Y A! 1111 ADJACENT EMBANIMENI. CARO IU'T BO IATEII
N(T T( FAISO 111E RIRE IFOI fIFM C€N1AOT WITII IT! f0[NIIAINN WHEN (0)IPACIIIIG
1 IP 1 E 1 III[ HALING HE S.
ILA(1 A MININJM DEP1H Of 2 fEAT Of HAIID C(MPA(TOD BACHFILI IV[R 111E BAREEI
BEIQRE (R(S!IPG 11 11111H C€N!TfUITIOII E01.1111MEN'. AIICHOf JH[ fl`.EH IN PlME
W11f CONCFE111 ANTI-91(AIAIII€N BIO(K. 111 110 CASE H(UID 111E PIPE I€IIDI11
E IN! TA LL E[ F CL T1ING A If EACH 111001, GH IHE ( All AF1EN 'IH[ E MI M KMEI I
I! C OMPL El1E.
I . I MIF 11 E N(Y SH IL HOMO 110 BE 1N! TA Ll E0 IN UID IS' U1 BID S( 11 .
MAINTENANCE
1. CIIOIK SIDIMIIN' 131,11! MEF FIFI(D! (I SIGPIfI(APT RLN-Ofl . PE1101E
1DININ1 , NI !O' IOFI THI BASIN T( IT! (RIG[NAL DIMEN! [IN! WHEN
lI DIMI NI 101LIMIJ11TE, T( (I E N -QUI [IF1H !POCII III.
I. (1 EII< E11EJN1 MI N' 1, ' f ILI VIJ11S, ANC (Ull ET €R IFO! ION DAMAGE,
1110 INlIEI1 1111 EME IHIMI NT I (R PIPIN( ANC lE1T[EM PIT. MAIZE All
PII fl!' 1!7 F IlII' [Ml IC I1T11)1, RBM(VE AI [ 1RASH AN[ OTFII f
[IEIP IFIM 111E FJ!IF AN[ FOCI AF EA.
CI &I h'or lr cvd it a. IN( .
D'1 Elnc. FI'srim Rog.Vi-lIS.01: 1_808
M u Bum NOR kol
ASHEVILI E 4 CINBINED CYO LE (ACC)
4 ) E N Arden, Ncrtr Carc I i na
ORGY.
CLIENT DWG M.
CIVIL
LAYDDWN AREA #3
EROSION (S^ SFID I MEINT C ONIIROL
THIS DOCUMENT IS TETE PROFER 11Y OF CHICAGO BRIDGE & IRON COMPANY ("CB&I")' S E C T I L N S A N � D E � � I L SI
IT MAY CONTAIt1 INFORMATION DESCRIBING TECHNOLOGY OWNED EY CB&l AND
DEEMED TO BE COMMERCIALL'I SENSITIVE. IT IS TO BE USED ONLY IN CONNECTION
WITH WORK BEING PERFORMED BY CB&I. REPRODUCTION IN WHOLE OR IN PART
FOR ANY PURPOSE OTHER THAN WORK PERFORMED BY CB&I IS FORBIDDEN EXCEPT
}} BY EXPRESS WRITTEN PERMISSION OF CB&I. IT 1s TO BE SAFEGUARDED AGAINST III: 10e EnErgy Progrou, LLQ
1 1U0 1'L►`iJI(a EC'k ISL[EEIATM Ail[ INAIVE81E111 IISIILOSLRJ TO AN`I THIRD PAFT`
I' VISION Df AWN (Vt APF( DA T9 RRA VIN: t4A IK'I:,L APPOFATE: *1151141 Sfl,ILF: IIOT 10 !CJ[E IFIJICI r10: 215311 �WG rT ACCOO-M-C-E D 34
Eam:
Wil

9 GIIAGII MIN HIGH TI NSI011 WIRI SIRAND
TO I FE�101 9AII(VIG --\
SEE ABOVE.
POF OL S BAFFLE
II(T 111 S(AIE
SLTI (R- I OS-, 24"
INTO BOT (M 01 SIDI
9TAK1 TQ ! LIPI (1" IIIRE _\
o �
a
NOTE
\_9CIF ME91 IF SIMILAR, SIAILEII WITH ]a" SIAPIE'I A-1 12" MA)I. SPACING
'IFI KI ED I1110 B(I1T(IM OR SI[E
POROUS BAFFLE CROSS-SECTION
NO] 10 SCALE
P'0119
BAFFLE DETA ]I L
SIM 9: NOME
MATERIALS
1. USE MATTING MADE OF 100% COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH
STRENGTH MATRIX WITH THE PROPERTIES SHOWN IN TABLE BELOW.
a. STAPLES SHOULD BE MADE OF 0.125 INCH DIAMETER NEW STEEL WIRE FORMED
INTO A "U" SHAPE NOT LESS THAN 12 INCHES IN LENGTH WITH A
THROAT OF 1 INCH IN WIDTH. THE STAPLES ANCHOR THE POROUS BAFFLES
INTO THE SIDES AND BOTTOM OF THE BASIN.
ENSURE THAT STEEL POSTS FOR POROUS BAFFLES ARE OF A SUFFICIENT HEIGHT
TO SUPPORT BAFFLES AT DESIRED HEIGHT. POSTS SHOULD BE APPROXIMATELY
1-3/8" WIDE MEASURED PARALLEL TO THE FENCE, AND HAVE A MINIMUM
WEIGHT OF 1.25 LB/LINEAR FT. THE POSTS MUST BE EQUIPPED WITH AN
ANCHOR PLATE HAVING A MINIMUM AREA OF 14.0 SQUARE INCHES AND BE OF
THE SELF -FASTENER ANGLE STEEL TYPE TO HAVE A MEANS OF RETAINING WIRE
AND COIR FIBER MAT IN THE DESIRED POSITION WITHOUT DISPLACEMENT.
'I. USE 9 -GAUGE HIGH TENSION WIRE FOR SUPPORT WIRE.
O Q I R f I B EIR B A f f 11 MEI - EIR I Al I R( PERTY REQUIREMENTS
Ilia 11`1199 0.30 IN, MIN,
INIILEI 91RItIQTII (WIT) 900 X 680 LB/FT MIN.
0111 MIA- IOt (WIT) 69% X 34% MAX.
F L OW V9L OQ V `I 10 -12 FT/SEC
WI III IIT 10 0-A .,19Y (990 9/M MIN,
MINIMUM WID- II 6.5 FT
ORE tl ►IRE A 50% MAX.
CONSTRUCTION
1. GRADE THE BASIN SO THAT THE BOTIOM IS LEVEL FRONI 10 BACK AND SIDE
TO SIDE.
a. INSTALL THE COIR FIBER BAFFLES IMMIDIAIEL)I UPON EXCAVATION OF THI BASINI.
INSTALL POSTS ACROSS THE WIDTH OF 1HE SEDIMINI 1RAF
(PRACTICE 6.62, SEDIMENT FENCE).
=I. STEEL POSTS SHOULD BE DRIVEN 10 A DIP1H OF 24 INCHIS AND IFACID A
MAXIMUM OF 4 FEEI APART. 7HE IOP OF 7HE FABRIC SHOULD BI A MINIMLM
OF 6 INCHES HIGHER THAN 7HE INVER1 OF 7HI SPILLWAY. IOP9 OR BAFFL99
SHOULD BE A MINIMUM OF 2 INCHES LOWIR 1HAN 1HE 1OF OF 7HE IARIHEP
EMBANKMENT.
`.. INSTALL AT LEASI THREE ROWS OF BAFFLES BE IV E EN 1HE INLE 1 AN[ (L 1 L E 7
DISCHARGE POINT. BASINS LESS THAN 20 FEE1 IP LEN(II MA)1 LIE 2 BAFFLES.
6. ATTACH A 9 GAUGE HIGH IINSION VIRI S1RAN[ 1( 1HI 1100L FI(III Al A
/ HEIGHT OF 6 INCHES ABOVE 1HE SF ILLVIA )1 E LEVA 1 ION V1111 FLA 91 IQ 1 IES ( R
WIRE FASTENERS TO FREVENI SAQGINQ. IF 1HE 19MFORAR)I IE[ IMI1`1 HAI Itl MILL
BE CONVERTED 10 A PE RMA NEN1 I1(RMVIA 1 E R HAI IN (F A OFI9A IER [91911H,
THE BAFFLE HEIOH1 SHOULD BE BASED OP 7HE POOL [ IPIH [LFIII`( 1199 Al A
TEMPORAR)I SEDIMINI BASIN.
I. EXTEND 9 GAUGE MINIMUM HIQH 1ENI10 VIIFIE I1RAP[ 10 9119 OF EAIItl OR
INSTALL STEEL 1-F OSIS 10 A NQ K II BAFFLE 1( I I[ E (F E A I I tl Atli 9 E Q LIRE 1(
j; VERTICAL IND POSII AS IH(VN It FI(LFI01 (.(FE.
8. DRAPE 7HE COIR FIBER MAI (VER 111E VIRE 91R A t1[ MO LIMIE O Al A 1181 1 Q II1 OF 9
INCHES ABOVE 7HE 9FILLVIAII ILIVA1101. 990LIFIE 1FIE OOIR FIEER HAI 10 11E
WIRE SIR/ND VII1H PLAS110 1I93 OR VIRE RAIIENEIRI. AtIQ[IQR IIIE MAI] [I'IQ 1(
7HE SIDES AND FLOOR OF 7HI BAIIP VII111 12 ItIOH V IRI IIAFLEI,
APPROXIMA1EL)1 1 F1 AFAR1, AL(PQ IIIA E0110H 010 IIOE 9LOFEI OR 11E EA911`1.
9. DO NO7 SFLIQE 1HE FABRIQ, EL1 LIE A 0(tIl ItILI0l19 F IEQE AQR999 111E BAIIN.
10. ADJLISlMEN11 MA)1 BE REOL IFIEO IP IIIE 91AFL INQ REal1IREMEN19 7( RI7
INDIVIDUAL IIIE Q(N[ I1 I(t19.
MAI NTENANC E
I. INIPEQ7 BARFLEI Al [HAI] OtIOI A 4IEIN At[ APER IAQ11 RAItFALL. MAZE 0111
RE(LIRI[ FIRFAIRI IMMEICIA'EL)I.
2. BR 9LRE 10 HAINIAIN AQQE33 _( -111 BARFILE9. 911(LLI -11E RAERIQ OIF A EARR[E
QOLLAFII9, ]EAR, [EQOt'F09E, (FI BIQ(ME RIFTEIQ- IV[, RER[AQE I- FR(MF-[`1.
3. FIRM011E I90IMEt11 CEF091'9 41111`1 I' R1A41119 11ALF FALL. '( FR(VIOE ADEQLATE
I1(FIA(R VOLIIMI FOR IIIE tll)I1 FIA It AHO 'Q REOLIQE FRE99LIR9 Qtl "HE BAFFLES.
IAHE QA RE 1( AV(1I 1AMAflRIO "111 BAFFLES ILIR INQ aIEAH(LF, ACID REFIAaI If
(AHAQE[ OIIRINQ QLBAtOL17 (RIRAIII]H3. 990IMIt17 BNF -11 91101ILO HIVIR I)AIND
HALF! ]HE [991Qt1[ 9-(RAQE IIF'I1.
4. AR1ER ]HEI QOt"RIBL111`10 IRAIPIA09 ARIA 1A9 BRIM RRQFERLY 9TARIlI-ND,
R9fIOVE! ALL BARFL01 MAIIRIA19 ALIO LIHIIAB[I 990I1MIMI DIR01IT9, OFIRA III
ARIA 14 (AAIB, At[ 31ABIL III I1.
NOTES _--
1. 09 9LFIE "( QOHI-Alla" 0AfR[I9 IIF Till SIDE Of IIIE TRAR OR BA9I1' 0ANH1 90 WATER
0099 1`11(1 RL (W ARQLIPIO "III 91FILIQTLIRl3. M09' OR TIII 9IDIMEtIT WILL BE TRARPIID IN
1119 11`11017 JOHN. 9MAL L IR RA97I4[ 11II9 9NDIMIt79 ARI QAITI RID IN THI I ATTER
QEILL9.
2. BE IL III "( MAIM" AItl AOQE11 -0 Till TRAR OR BA9 It IOR MAINTINAtCE AND
911 IMIt' RIMOVAI.
ACC00-CV-C-CS.PL-30 - LAYDOWN AREA 43 COVER SHEET
ACC00-CV-C-EC.PL-30 - LAYDOWN AREA Q EROSION AND SEDIMENT CONTROL
KEY PLAN AND NOTES
ACC00-CV-C-EC. PL -31 TH F l I -33 - LAYDOWN AREA 43 EROSION AND SEDIMENT CONTROL
PLAN SHEETS ' THRIJ 3
ACC00-CII-C-EC.SD-31 THI'll -Y - LAYDOWN AREA # i EROSION AND SEDIMENT CONTROL
NOTES, SECTIONS AND DETAILS
,1 J HS11911 FOR FIVIRW
IEREIDICII [RAWIN(S I Ni. 1 IPI`. ILII
DIEf111URB8❑ AREA
N C FEE&
1. REN CNE IIE❑IME C T1 FF OM TIF E L F SLCIPB EEIIDE OF
111E E CIOMF OEI11 cIC1C9 A HEC` ACICI MUL AIRON F AI:I
REIAICIF-EDi, (3F EI If FECTIIvE F EIC F-11 OF CICIMPOEEIII SICIC?
2. LCICI.IE FILTER N E❑IA N AY BE B;ICK FILLED CIN TIH E
L PSLOPE "AIDE OF 11H E CIOMF O:I71 SC CH 1110 EN 1-1INCIE
F ERFORMANCIE
3. l NTREN CF E❑ IF SIFILL.ATICIN - IN STIAILL F OSml.l ATI
4' N AX. IN-IIERVAILEI;IN[I PLACIE3 VVC C D N LLCIF OR
CIC MF OSII TC %F EIC H71 OF LC G C IN L PSILOF E SIDE.
2" > 2" V 03011E3N STAN E9
PLA CEP d1' OR 8' CLCI.
4*A
��: S<OAIEI
SECTIO
4. ENTIREN CE- EI❑ IN STIPILLAIIIOC` - It\.ITALL FOS11S AT.
8' N AX. IN TERVAILS;IN U CL 11 TF+ENCIH IN ICO C ROL Np �p15Tll RBE❑ AREA
4" MIN DEF TIF- EIL. (II EIR E Ara)
12" CCIN PCISTI SOCK
WIN f AICITLRE[] BY
FIIIIREXX CIR
EN GIN EEF APPRCNED
EC UAIL
;IR EA
10 L.F. PEI; EN CI PL.ACIE01ITA301;INC I E
TIC PREVEC` T EN D-; IFI OL, N ❑ FLO"
3LOP9 INTERRUPTION VEULCOMPOST SOCK
N(I 1 110 S( A L[
GES F RAL_ NOTES
1. CC N F CST 90CKS SHAT L EITHER E E MADE C N SITE OR DEE IVERED TC THE JOBSl1 E.
2, THE SOCK SHAI L BE PRCIDUCID F1RON A 9 MIL THICK CC NTINUC L S FIDPE OR PC LYPRC PYLENE, WOVEN INTO A TUBULAR N ISI I NOT-IINCI MAITEIRIAL, WITH C RENINGS IN THE KNITTED N ESH C F
%'- %- (3-10N N). THIS SHALE THEN BE OIL LED V ITH CC N PCIST IV EETINCI THE SPECINICATICINS C L IL INED IN PRACTICE b .1f , CC N PC ST BLAP KEl S, WITH THE EXCEPTIC N CIH PARTIQ l E SIZE, TC
THE [ IAMETER CF= TF 8 SOCK,
3. CC N F CST ; OCKS SHC ULD BE It 131 AL LE D PARA[ LEL TC THE BASE CIF 7HE ,' L CIF EI C R OTHER AIF ECTED AREA, PERPENDICUL.A R TC SHEET TIL C W. THE SCCK SHC UL D BE INSTAII LED A
N ININ LIN C F 1C FEET BEY( ND THE TC F OF CIRADED Sl OPE; . WHEN RUNCFF FLC WS C NTC THE DISTURBED AREA FRC N A LAND ABC VE THE VIORK ZCNE, A SECCND SCICH MAY I E
CC NSTRUC 1 ED A T THE 1 CP CF THEI SLCIPE 1N CIRDER TC DISSIPATE F LCIWS.
4. ON LCICAITIONS WHERE GREATER THAN A 2001 HOOT I( NC SECTICN CF C-R( L ND I, TO BE TREATED WITH A CCIN PCIST SCCK, THE SOCK LENCITHS SHC ULD BE Sl IE11ED. AFTER CNE SCCK
SECTICIN (1 DO F EET) IS HILI E [1 AIND TIED CIFF (KNC TIED) CR ZIR TIED, THE' E CC ND SC CK SECTION SHALL HE PULLED C VER THE FIR; I 1-1 FEET AND 'SLEEVED' CREAT ING AN OVERLAR.
ONCE CII IEIRLAF PED, THE SECOND SECTION IS MILLED Vr ITH CC NPC ST STARTING Al THE SLEEVEID AREA TO CREAT E AI SEAN LESS APPEARANCE. THE! CCKS MA Y BE STAKED AT THE
OVERLAPPED AREA (WHORE THE SLEEVE IS) TCI KEEP THE SE Q TIONS TOG ETHER.
5. MA TERIAIL: THE CC NPCIST N EDIAI SHALI BE DERIVED FRC M WELI -DECC N F CSED C RGAf IIC NATTE R ; OURCE PRCI[ UCED BY CONTROL LED AERC BIC (BIOLOGICAL) DECC MPC SITION THAT HA9
BEEN SAN IIIZED THRCIL GH THE GENERATIC N CIF HEAT At ID Sl E 191LI; E [ T( THE PC INT THAT IT IS APPROIPRIAITE FOR TH13 P/IRTICULAR AIPPI ICATICIt I. CON PCF T MAIIERIAL SHAI L BE PRC CESSE D
THRC UGH R RC PER THERN OPHR IC CON PC STING, N E E TINCI THE US ENVIRC NN ENTAI PROTECTION AGENCY'S DE1 IPIITIC N FC R A 'PRCICE 9S TO FURTHER REDI CE RATHOGENS' (R HRP),
AIS DEIINE 0 A T 41 CFR PAIRT : 03. THE CCIN PCIST PCIRTIC N SHALL MEET THI CHBIVICAL, PHYSICA L AND BIC1LCGICA L R RC PERTIES ; R E CIHIED IN PRACTICE 9.18, CON PCIST BLANKETS TABLE E.19A,
WITH THE EXCEPTICN C F PARTICI E SIZE. SL1C HTLY NC REI COARSE CCIN POST IS RECON N It IDED NOR THE ; CCKS, AS F( L LC WS:
PAIRTICLE 3IZE DISTRIBUTION
SIEVE SI; 0 PERCENT PAIS9ItIG SEI ECTED SIEVE N ESH SIZE, DRY WEICIHT BASIS
2" 999rb (c" MA) IN UN PARTICLE SIZE)
3A 0_5c lot
6. C NLY CCIMPCST F RC DUCTS THAT N EET AL L AR PL ICMBLE : l ATE AND FEDERAL REGULATIONS R ERTAINING 10 ITS PRC 0 UCTICIN AND DISTRIBUTION
MA Y BE USED IN TI11E A PPLICATION, AF F RCVED CCIMPCST PRC DUCTS N L ST MEET RE L.ATED STATE A ND FEDERAL CHEN IQA1 C( t 11AMINANT
(E.G., HEAVY METAL S, PES11CIDE S, ETC.) AND PAIHCGEN LIN IT c TAIN[1 ARDS R ERTAINING 10 IIHEI FEEDSTC CHS (SCIL RCE MA TERIAIL; ) IN WHICH IT
ARE DERIVED.
I NSIALLATION
1. N 11TERIALS L ' ID IN THE C( N PC ST SC CK N L ST MEET THE SPECIFICA11ONS CUTLINID A9 OVE At ID IN PRAC'ACI 6.18, CC N PCST E LAA KETS.
2. CC MPC ST SCCKS SHC ULD BE [ OCAFTED A9 SHOWN ON THE IRCISIC N AND SEDIN It ITAI IC N CONTRC L PL.A N.
3. PRIOR TCI INSTALLATION, CI EAR A LL OBSTRUCTICNS INCLUDING RCIQ K; , CLC Dc, AND C THER DEE RI,c CIREATRR THEIN ONE INCH THAT MAY INl E RF ERE WITH
PRC PER FUNCTIC N ON THE CC N PC ST SC CK.
4. CCIMPC ST SOCIKS SHC UL D BE INSTAL LED PARA[ L EL TO 1 HEI TC E CIF A GRADI[ ILC PE, A N ININ UN C F 11 FEET E E YOND THE 1 OE OF THEI SLC PE. SC CKS
LCCATED BEL OVr FL.A71 ARES S SH( UI D BE LOCATED AIT 1 HEI EDGE OF 1HE LAND -DISTURBANCE. THE ENDS C F THEE OCKS SHCIUL D BE TURNED SLIGHTI Y
UP Si OPE 10 R RIIIINT RLINC FF F RON CIOING ARC UND THE END CIH THE SCICKS.
5. FIL L 3 CCK NETTING UNINCIRN L Y W11 H CON P0311 TO THE DESIRED I ONGTH SUCH THAT L CIGS DCI NC T DEFORM,
6. C AK CIR OIIHIR DUR ABI I HARDVIOC D STAKES 2"X 2"IN CRCSS SECTION SHOULD BE DRIVEN VERTICAII LY PL UN B, THROUGH THE CENI ER ( F THE CC MPC ST _
SC CK. SIAKIS SHOUL[ E E PLACED AT A MAXIN UN INTERVAL C F 11 FEET, OR A NAXIN UM IP11ER11AL CIF I FEET IN THE SCICFI IS PLACID IN A 4 It ICH TRENCH. INS.
THE 9 TARES SHCIUL D BE DRIVEN TC A N ININ LIN DEPTH OF 12 INCHES, WITH AI N ININ LIN C F I INCIIE9 PRCTRUDINCI AIBCV(0A I IlatI -0arof Ina. I THE CCIN PC ST SC CK. NC I n F [ it F c r ,ttBtJ`..( INk e
I IN T[II E11IP11 STAKINCI IS NCT PCSS[BI E (1.E., WHEN SCI(K. A RE USED ON F A1IIIV ENT) HEAVY CC]NCRE1 E BLCICKS SHA Ll BE USED BEHIND THE SC CK TC H( Lu g'
IT IN PLACE DURINCI RLItIC1FF EVENTS.
8. IN THE C( N PCIST SCICFI IS TO BE L EFT A' PARI C F THE NATURAL LANDSCE IPE, IT NAY BE 9 000 ED Al TIN E CIF INSTAII LA TICIN FOR ESTABI ISHMENT C F
PERMAP ENT VEC EIAITICIN USINCI THE SEEDING SPECIFICATION IN 1 HI EROSION AND SEDIN ENI A TFCIN CONTROL PL.A N.
9. CC MPC ST SOCIKS AIRE NC T TO BE USED 1N F IRINNIAI CIR INTERMITTENT STREAK S.
_MAINTENANCE
INT PTCI CON PCIST SCICKS WEEKI Y AND A IFIIER EACH SIC NIFICANT RA1NF AL L B E t IT (1/7 INCH OR GREATER).
REN C VI AICCLIN ULAIED ,' IDIMENT AND ANY DEBRIS. THE CON PCIST SC CK N LIST BE REPLACED IN CL ( CIC ED
CIR TCIRN. 10 PONDING BECC MES E) CEI; LVE, THE SCCK N AY NEED TC BE REPLACED WITH AI LARD ER DIAN E TER ( R
A DIFFERENT N EASURI, THE SLICK NEEDS TC BE REINSTAI LED IF UPIDERN [NED ( R [ K LC DGED. TF I CON P03T SCICK
I IAII L BE IN,' PECI ED UNAL LAI+ D DISTURE A NCI IS CC NPLOI E AND THE AF EA ABCIVE THE N EASURE HEIS BEEN
F IRNANENTLY 311 BILU ED.
Q I_SPOSAURECYCL I NG__ d�
CCIN F CST MEDIA IS A CC MPCISTED CIRCIANIC F RC DUCT RECYCLED AND N At IUTACTURED IRC N LC CALLY GENERAITED
ORE A NIC, NATURAL, AND E IQ[( GICAII L Y BASED N A FTERIALS. ONCE Al L SC1I1 HE II BEEN STAIBII IZED AIND O
CONSTRUCTIC N AICTIVITY HAS BEEN CON PLEAD, THE CC NPC ST N EDIA NAY BE DISPERSED WIT[ I A LCIADER, RAKE,
Ell LDC ZER C R SIMILAF DEVICE AND MA Y BE INCC RF ORATED It ITO TFII SOIL AS AN AN ENDMENT C R LIFI C N THE SC IL
SL RFACE 10 AID IN PERK ANINT SEEDING CR LAI DSCAPINCI. L EAVINCI THE CON PCIST N 101E 1 CIN 9ITE REDUCIS
REN CFV/ IL AND DISPC SAIL COSTS CC N R ABED 110 OTHER 9 EDIN ENT CCINIROI DEVICES. THE N ESH NETTIt IG N ATERIAL
WILL BE EXTRACTED FRCN THEN IDIA/ND 0ISPO: ID OF R RCPERLY. THE PHC110DEGRADAIBLE N ESH NETTINCI N ATERIAL n ASHEV I LLE CONE I NED C'ICL3 (ACC)
WILL DIGRADE IN 2 TC 5 YEARS IF l EFII ON SITZ. BIC DE GRADABLE N ESH NETTING MATERIAL IS AVAIII.A E L E AND DOES
NCT NEED TO E E EXTRACTED AND DISPCIS OD OI, A S IT WILI C( N PLETILY DECC MPC SE iN APPRC XINA 1 ELY 9 TC 17 Ar dEln, NC I' fr Calk I I FIC!
N CINIH,'. USINCI BIC DIGRADABLE CCN POSTS( CK; CON PLETEI Y ELIN INATES THE NORD E IND CCST CF REN CVE 11 E NE RG T C
AND DISPCSAI .
IIS EC(IIM11`I1 IS FIE FROIER1) (FI CFIICACO IRII�E 8 IFCN COIIFAN:I
I;F MOI (ICNTAIN INIORMAIIItI D[ECIIIBIHC IECI1`101OCY OWN[I Ill 110d AND
OEEMIID 10 OE OOIY,113RIIIMLY 5EIEI'IIV1. 11 11 1K B1I U`.ED ONI11 IN (ICWEIC110I1
WITH WOfld BI ING FPRI(RMEIQ B`I CB&I. RPPR(DU171M IN WHOiS M III FAR1
ICR ,I i III PIIF PO`. E OTHER IW N W(RK R E RI (R ME[ EY (lE d l IE I OF E IDI E N I)I(EP' I
N e I Y I }IPI E S: WI I T' E N F EI F P E I OtI OFI it E d I. I- P TO B[ S)I FIE( LIAIE ED AGAIN`. I
ItTI1 DAL H AR)I11 AN[ IIIAD 1W AN1 D19CI OSl RE 10 ANY 11111RD FAR1Y.
ERAI'N OK'D IIFPI 111111 Df A) IN C11'A:/��'� APPD 1:1TR:IZ(I� jA� EIAP : 11011 TO 'I(AI E
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SECIT I ON S AND C ETA I LS
PA'] : 006 Burg Flr ogru s, LLC
PIOJI(1 I0: 309210 * 11(:ACCCC-CV-C-EC.SD-35
Form:
M-07104 CBi kW
I

TEMPORAFY SILT FENCE
NOT TO SCALE
CCNSTIFLCIIICN .FEC IF ICATIONS
rEfl F
ILL
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
a. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24"
ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFIICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID IOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH
4' MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH
SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE
REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST.
WIRE OR ZIP TIES SHALL HAVE A MINIMUM 50 LB TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF
8 FT APART. SUPPORT POSTS SHALL BE DRIVEN SECURELY INTO THE
GROUND TO A MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FT POST SPACING DOES NOT
REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER
FABRIC DIRECTLY TO POSTS. WIRE OR ZIP TIES SHALL
HAVE A MINIMUM 50 LB TENSILE STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES
DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE
OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER
THE FILTER FABRIC AND COMPACTED. THOROUGH COMPACTION OF THE
BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
NO 111
1. SEE ABOVE.
EXTENSICk CF WIRE 8 FABRIC INTO TRENCH_
MAIIEFIALS
1. USE A SYNTHETIC IILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POIYO[EIINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER
OR SUPPLIER AS CONFORMING TO THE REQUIREMENT IN ASTM D6461.
1PECIIIED IN THE NC EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, TABLE 6.62b.
2. SYNTHITIC FII TER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS
AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED
USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0' TO 120' F.
1. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A
MINIMUM LENGTH OF 5 FT. MAKE SURE THAT STEEL POST HAVE PROJECTIONS
TO FACILITATE FASTENING THE 1ABRIC.
�. IOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE
FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF
6 INCHES.
ACC00-CV-C-CS.PL-30 - LAYII(WN IIF EII 4( VER `.FEET
ACC00--CV-C-EC.PL-30 -° LIIYII( WN AREA EROSION AND SEDIMENT CONTROL
4 f Y F CAN AND 1IOTE'
ACCOO-CV-C-EC.PL-3' THRU -33 - LAYDOWN AF EA $K EF 01 ](4I All SE C LICIT CONTF ( C
PLAN SHEEIS 1 THFC 2
ACCOO-CV-C-EC. SO -13' THRE] -37 - LAYDOWN AF EA JK EF (S] O11 M1 .' EC I MI NT O ONTR( C
NO1 ES. SE01 104 ! All C E TAIL '
Rf FI RI NAE DAAWPIGI
A I IS! III1001I9VIEll
NO.
1.5'
MIN
FABRIC
A
L
F IL 19
F A 0 R I
PLACE A MINIMUM OF 1 F
='� f -�;,_ A fI 1HICK SEDIMENT CONIFCL
S10NE (#5 OR #57) ON
rf �
1HE UPSTREAM SIDE.
SECTICk A -A
PI. (. 0 9R 1. 0 A 1F A PIS R OF IAI 101' 1
TEMPORARY CHECK DAMS
CONSTRUCT ICN, SFEIC ] F ] CA11ICN%
1. 91 ACI 1 TONI TO T111 LINE AND DIME NSIONS S[IOWN IN THE PLAN ON A
III TEf f ABF IC f OUNDATION.
2. I EEP THE CENTEI 9 TONE 9 f CTION A [EAST ! "BELOW NATURAL GROUND
Lf VEI W[ ERE THE DAM ABUTS THE CHANNII BANIIS.
3. E;ITE ND STONE AT[ MAI T1.1 f T B[ YOND TIIE DITCH BANKS TO IIEEP
OVIRfLOW WATER IROM CUTTING AROUND THE ENDS 01 THE CHECII DAM.
4. 1 IT 19 ACI N( BETWI E N DAMS TO ASSURE THAT THE ELEVATION AT THE
TOP 01 TI E LOW[ R DAM IS T111 SAME AS THE TOE ELEVATION OF THE
UPHER DAM.
5. Pf OTECT THE Cf ANN[ [ AI TER THE I OWEST CHECII DAM IROM HEAVY FLOW
TI AT COUI D CAUSE [ ROS I ON
6. MAI E! Uf E T[ AT TII[ CHANNEL REACH ABOVI THI UPSTREAM MOST DAM
P 1 TAB[ [ .
7. EN! URE THAT OTHER AR[ AS 01 CHANNEL SUCH AS CULVERT ENTRANCES
B[IOW THE CHECK DAMS, ARE NOT SUB.IECT TO DAMAGE OR BLOCKAGE FROM
DI1 P[ ACED STONES.
EXCESS SIC CH MPITERIAIL TC BE CRAWN
IN AIN U TIED C FF TC EITAf< E FR BC TF
ENDS
SC CK SIHOUL D EXT ENC TIO THE TOP C F
SWA LE C R P 130% E THE MA -A FLC W I INE
TC PRE4 ENT FI C VI ARC UT D TF- E EN CI:1
ATLERNATE CHECK
NOI TO SCA[E
MAINIIONANCE1
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AF1ER
EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVEN1 AND
REPAIR IMMEDIATLEY. CLEANOUT SEDIMENT, STRAW, LIMBS AND
OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND
EROSION FROM HIGH FLOWS AROUND THE EDGE OF 1HE DAM.
3. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS
BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN, SUCH AS INSIALLIN(
A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
4. REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED 10 PREVENI
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN
THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM (ARRYIV(
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED 10 NIAINIAIN
DESIGN HEIGHT AND CROSS SECTION.
TCP OF SIVA � L E
MAX F L 0114 ELEVATIC N
OPENIN G C F "1 " SHOULD RAIC E
CIC VA NSLC PE/DOW i` STREAK ANC POINT
SHC ULC BE PLACED IN TF E CENTEF
ANC LOW POINT C F THE
C ITC F /CI-ANNEL/3WAII E.
CF: VI ALE
MAX F L OVA ELEVATIC N
20 {TSP }
TCP OF EVA AL E
NOTE;;
F EF IEF TO SLC PE INTERRUPTIC N W ITF ( C MPO`T 80C f I DET�IIL C N CIRAVA IN O
BICC 00-C V -G EC.SCI-f f FOF ( C MPOST SOC K NC TES RIND N ATEF IAI REQUIFIE% ENT;
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THIS DOCUMENT IS THE PROPERTY OF CHICAGO BRIDGE & ]RON COMPANY ("CB&1"?. E C T] O N S A N C D E 7 A I L C
IT MAY CONTAIN INFORMATION DESCRIBING TECHNOLOGY OPINED BY CBB.I AND
DEEMED TO BE COMMERCIALLY SENSITIVE. IT IS TO BE USED ONLY IN CONNECTHOP
WITH WORK BEING PERFORMED BY CBM. REPRODUCTION IN WHOLE OR IN PART
FOR ANY PURPOSE OTHER THAN WORK PIRFORME'D BY CB&I IS FORBIDDEN EX111F1
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SIDE:SLOPE
TRAPEZOIDAL DITCH
SIDESLOPE
NAG
PRODUCT LINER (2)
PD1 -1. O -I (TRAPE21T I DAL DITCH)
N/A
N/1
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C-35(
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"IF APEZOIDAL D ITCH
WITH BERM
(!EE TABLE)
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(!OE TABLE)
MATTING F Elf CHART
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6" MINS° W MANUFACTUF E F S RECOMMEIP O ATIONS
MIN AI CHOR POIP- VARIES
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( SEE DI'IG A
NOTES:
1) FOB BEGINNIN( 01 [ 11 O H Fl (WS USE A MINIMUM
Of NAG E15 PF O DUC- (R EN( INE ER A F PRO TIED EQUAL.
;)
U19 NOR- FI AMERI(4 N GREEN (N4 O PRO Q UCTS OR EN(IPIE ER AIF PROVED EO L AL,
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INVERI HIL OVATION
(SEE F1.01)
DI A KI
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I -f4-11 A 'UIIII71 i.nuilAll
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cIMA X D
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LIME, F ERTIL I IER, ) NE SE I[ . NOTE : WHEN L19 ING {ELL-O-9IED DO PIOT SII[ PRE R A RED )IRE 1. (I E L L -O-I IE D MU91 BE P191ALLE [
VIITH RAPER SIDE DO11P1•
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1EI CFA APPRO)IIMATE l`112r(.0 CM) OF RE QP S EAIIBNDED EBYONO 1HE UO-9LOPE H(RTIOP1 OF THE 1REN1I1. AN(ILIQR THIN FECP 9 VIITH
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.. \/\/ LO cn
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10 CM
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V5 C
/
-------------------------------------
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------------
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:-:-- :.:. = : \\j/\ ` 10 CM -15 CM
/\\ -- NOTE:
\ \ \ _.-...•- / / :::::.:: :::::_:::::::: / / / / / / I N I ([ SE S( I L C011[ I TI0119 . THE L 9 E Of 91 APL[ Q R ST) N E LE N(1 HS G0 E A 1 ER 111 N 6" €15 CM) MAY H A NEC13 9 A R Y 19 P R 0 P I H LY ANO [ OR TI E RECO 9 .
VOTE:
* HOR I ZO N1AL Sl A PLE E F AC I N( 9 HOU[ [ BE Al 1 E RED
IF NECE `. 91RY -IQ ALI 011 STAPI 99 TO E E CURE 1HE
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1'9991-'111 JC Oil FH UI UL,
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A( ( OO -CV--( --( S. PL -30 - LAYDOWN AREA ;183 COYER SHEET
ACC00-CV-C-EC.PL30 -- LAYDOWN AREA #3 EROSION AND SEDIMENT CONTROL
KEY PLAN AND NOTES
A( C00 -CV -C -EC. PL 3' THRs! -33 - LAYDOWN AREA 49 EROSION AND SEDIMENT CONTROL
PLAN SHEETS 9 THRU 3
ACCOO-CV-C-EC.SD-3' THRU -3T - LAYDOWN AREA 'W EROSION AND SEDIMENT CONTROL
NOTES, SECTIONS AND DETAILS
loll 181 U I F114IN119
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CCNSTFUCT .' CIN SPEC I F I C AT I CNS
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SCOUR HCLE R ]IF-FAF
NOT TO SCALE
A( ( OO -CV--( --( S. PL -30 - LAYDOWN AREA ;183 COYER SHEET
ACC00-CV-C-EC.PL30 -- LAYDOWN AREA #3 EROSION AND SEDIMENT CONTROL
KEY PLAN AND NOTES
A( C00 -CV -C -EC. PL 3' THRs! -33 - LAYDOWN AREA 49 EROSION AND SEDIMENT CONTROL
PLAN SHEETS 9 THRU 3
ACCOO-CV-C-EC.SD-3' THRU -3T - LAYDOWN AREA 'W EROSION AND SEDIMENT CONTROL
NOTES, SECTIONS AND DETAILS
loll 181 U I F114IN119
JOIN! 1RUCT I ON A (Q [ SS ROAD
4F) s h ��C BAST t� l5B_�Q
S�0 } Mir
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OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE
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NOTES
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* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
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* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
• WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
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TO INCREASE THIS BAR SIZE AS NEEDED.
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101101 21
NOTES:
• THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSRA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
• WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
PLACE GROOVE OR
BELL END OF PIPE
TO FACE OF WALL
1 I \
I I I I
I 1 I 1 x p 1
PLAN
FOOTING
G M G
0--i I I� { - (
---1- 1 -1
DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
(IF CONST.. JOINT IS USED)
SLOPE AS INDICATED ON PLANS
\ PIPE � #4-
c� f T
B I
END ELEVATION
12"
DOWEL
BAR -"X"
ENDWALL DIMENSIONS
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR
SIZE
HI(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5
@ 8"
1.25/2.00
2.00/3.75
1.2511.75
3.00/3.75
5.50/6.00
1.25
#5
@ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5
@ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5
111 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5
@ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5
@ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5
@ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5
@ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5
@ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5
@ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5
111 8"
4.50/5.00
7.50/8.50
3.25/4.00 1
7.25/9.25
14.00/15.75
6.0
1 #5
@ 8"
4.50/5.00
7.50/8.50
3.25/4.00 1
7.75/9.25
14.75/16.75
PLACE GROOVE OR
BELL END OF PIPE
TO FACE OF WALL
1 I \
I I I I
I 1 I 1 x p 1
PLAN
FOOTING
G M G
0--i I I� { - (
---1- 1 -1
DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
(IF CONST.. JOINT IS USED)
SLOPE AS INDICATED ON PLANS
\ PIPE � #4-
c� f T
B I
END ELEVATION
12"
DOWEL
BAR -"X"
*SEE SHEET 3
z
o�
H Q
Q
IZ-1=0V
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C84I North Carolina. INC.
NC Eng. Firm Reg.#SUS.0125808
4 DUKE 0) ENERGy ASHEVILLE COMBINED CYCLE (ACC)
Arden, North Carolina
CLIENT TWO NO:
CIVIL
LAYDOWN AREA #3
STORMWATER
THIS DOCUMENT 1S THE PROPERTY OF CHICAGO BRIDGE & IRON COMPANY SECTIONS A N D DETAILS
IT MAY CONTAIN INFORMATION DESCRIBING TECHNOLOGY OWNED BY CB&1 AND
DEEMED TO BE COMMERCIALLY SENSITIVE. IT IS TO BE USED ONLY IN CONNECTION
WITH WORK BEING PERFORMED BY CB&I. REPRODUCTION IN WHOLE OR IN PART-
-
FORANY
WRITTENNPOSE THER PERM SI ON OF CN WORK B&RF ORMED T IS BTO BE I IS SAFEGUARDED FORBIDDEN
AGAINSTEPT FO?: Duke Ener Progresso LLC
A ISSUED FOR REVIEW �� )Z 1s I(, BOTH DELIBERATE AND INADVERTENT DISCLOSURE TO ANY THIRD PARTY. ��
REFERENCE DRAWINGS NO. REVISION DRAWN CK'D APPD DATE DRAWN: Mlz CK'D: /cg APPO:Jjf DATE:SCALE: NOT TO SCALE PROJECT NO: 205210 �Wc NO:ACC,OO--CV-C-0-9 31 ftEV: A
/C-- Fran: CMS -830-004M-02104 CRt A4S1 (l.r
DIMENSIONS AND CONCRETE QUANTITIES
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
USING CONCRETE PIPE
SINGLE PIPE
COMMON DIMENSIONS
DOUBLE PIPE
SINGLE PIPE
LOC.
DIA.
15"
18"
24„
30"136" 42"
48"
15"
18"
24"
30"
36"
42"
48"
1'-8"
BARS
"X"
"X"
"X"
"X" "Xrr "Xrr
Y*
uXri
Y*
,.X"
"Xrr
„X"
"X"
"X"
"XII
Y*
"X"
Y•
G
QTY.
2
2
3
3 4 4
2
5
2
2
2
3
3
4
4
2
5
2
M OTY. - - - - -
9'-2"
1 T 2 2 2 2
3
G QTY. 2 2 3 3 4 4
5
2 2 3 3 4 4
5
TOTAL L.S.
9
9
14
14 19 55
65
12
12
t9
19
23
77
92
*SEE SHEET 3
z
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H Q
Q
IZ-1=0V
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O O
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0 Bc 0)
Lu w
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Q iL
0 LU n.
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6:b
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CL.
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LL
z
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00 O x Z
a
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0
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C84I North Carolina. INC.
NC Eng. Firm Reg.#SUS.0125808
4 DUKE 0) ENERGy ASHEVILLE COMBINED CYCLE (ACC)
Arden, North Carolina
CLIENT TWO NO:
CIVIL
LAYDOWN AREA #3
STORMWATER
THIS DOCUMENT 1S THE PROPERTY OF CHICAGO BRIDGE & IRON COMPANY SECTIONS A N D DETAILS
IT MAY CONTAIN INFORMATION DESCRIBING TECHNOLOGY OWNED BY CB&1 AND
DEEMED TO BE COMMERCIALLY SENSITIVE. IT IS TO BE USED ONLY IN CONNECTION
WITH WORK BEING PERFORMED BY CB&I. REPRODUCTION IN WHOLE OR IN PART-
-
FORANY
WRITTENNPOSE THER PERM SI ON OF CN WORK B&RF ORMED T IS BTO BE I IS SAFEGUARDED FORBIDDEN
AGAINSTEPT FO?: Duke Ener Progresso LLC
A ISSUED FOR REVIEW �� )Z 1s I(, BOTH DELIBERATE AND INADVERTENT DISCLOSURE TO ANY THIRD PARTY. ��
REFERENCE DRAWINGS NO. REVISION DRAWN CK'D APPD DATE DRAWN: Mlz CK'D: /cg APPO:Jjf DATE:SCALE: NOT TO SCALE PROJECT NO: 205210 �Wc NO:ACC,OO--CV-C-0-9 31 ftEV: A
/C-- Fran: CMS -830-004M-02104 CRt A4S1 (l.r
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
YD3
M
L
YD3
15"
3'-3"
1'-8"
2'-9"
274"
9142"
5'-6"
0.7
2'-2"
7'-8"
1.6
18"
3'-7"
1'-10"
3'-2"
21,�"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-0"
3"
10"
8'-0"
1.5
3'-5"
11'-5"
2.0
30"
5' 0"
2'-8"
4'-7"
414"
111'2"
9'-2"
2.3
4'-3"
13'-5"
3.1
36"
5'-8"
2' 8"
5'-6"
43/4"
111/2"
11'-0"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
3'-1"
6'-4"
514
111/2"
12'-8"
4.5
5'_10"
18'-6"
6.0
48"
W-9"
1 3'-S" 1
7'-2"
1 534"
111/211114%4"1
6.0
16'-8"
21'-0"
8.0
*SEE SHEET 3
z
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H Q
Q
IZ-1=0V
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F-
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ZOwCC
O O
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O ZLL
0 Bc 0)
Lu w
iL
Q iL
0 LU n.
O Lu N
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6:b
N
x a-
tA 6a w
'1CD
w cc m
CL.
CC0
LL
z
O�
t -
Q
HCCOU
00 O x Z
a
uj LL
0
f-
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OL H
1 Q O
C84I North Carolina. INC.
NC Eng. Firm Reg.#SUS.0125808
4 DUKE 0) ENERGy ASHEVILLE COMBINED CYCLE (ACC)
Arden, North Carolina
CLIENT TWO NO:
CIVIL
LAYDOWN AREA #3
STORMWATER
THIS DOCUMENT 1S THE PROPERTY OF CHICAGO BRIDGE & IRON COMPANY SECTIONS A N D DETAILS
IT MAY CONTAIN INFORMATION DESCRIBING TECHNOLOGY OWNED BY CB&1 AND
DEEMED TO BE COMMERCIALLY SENSITIVE. IT IS TO BE USED ONLY IN CONNECTION
WITH WORK BEING PERFORMED BY CB&I. REPRODUCTION IN WHOLE OR IN PART-
-
FORANY
WRITTENNPOSE THER PERM SI ON OF CN WORK B&RF ORMED T IS BTO BE I IS SAFEGUARDED FORBIDDEN
AGAINSTEPT FO?: Duke Ener Progresso LLC
A ISSUED FOR REVIEW �� )Z 1s I(, BOTH DELIBERATE AND INADVERTENT DISCLOSURE TO ANY THIRD PARTY. ��
REFERENCE DRAWINGS NO. REVISION DRAWN CK'D APPD DATE DRAWN: Mlz CK'D: /cg APPO:Jjf DATE:SCALE: NOT TO SCALE PROJECT NO: 205210 �Wc NO:ACC,OO--CV-C-0-9 31 ftEV: A
/C-- Fran: CMS -830-004M-02104 CRt A4S1 (l.r

z
( COORDINATE SEE
PLAN
RIM 1 GRATE
ELEV.
(FT)
ELEVATION
INVERT IN
#1
(FT)
ELEVATION
INVERT IN
#2
(FT)
N
-------------------,
-GRATE AND FRAME
z
w. W
at--
a�
UL
U
0
SEE SCHEDULE
a
OF_
l-- F_
°a
THIS DWG.
EX 48 CMP
---
(R-1792 KG OR
2106.48
1
APPROVED EQUAL)
E=F--�
o
I ` ----L---------
---------
N/A
MH -1
MH -2
2104.00
2090.38
OUTLET„"
54
1 0.0499
RCP
III
MH -2
MH -3
2090.38
--4--------�
363.88
54
0.0134
-FOR PIPE SIZE
III
MH -3
SEE SCHEDULE
2077.92
I
THIS DWG.
54
GRATE DETAIL
RCP
III
NTS
CC)
V) GRATE ELEVATION SEE
c>E-- SCHEDULE THIS DWG. -
i W FINt zur.
o' IL
STEPS REQUIRED FOR ALL
zo m STRUCTURES OVER 5 FT DEEP.-
V)
EEP.-
N N
a:
N G" MIN.
U
W
a_
d
LEAN CONCRETE -
AS REQ'D
(SLOPE TO DRAIN)
(SEE SCHEDULE
THIS DWG.)
PREPARED
SUBGRADE
COORDINATE SEE PLAN
FRAME IN PLACE
/ AS REQ'D
PROVIDE 4-1" DIA. WEEP HOLE
WITH FILTER
o- o FABRIC OR STONE
6'-0" MIN DIA.
NOTES:
1. PIPE LENGTH AND INVERTS ARE TO THE CENTER OF THE CATCH BASIN / MANHOLE,
AND FROM CENTER OF DRAINAGE STRUCTURES. PROVIDE POSITIVE SLOPE THROUGH
STRUCTURES.
2. FOR STORM DRAINAGE PLAN SEE DRAWING ACC00-CV-C-GR.PL-31 and -32.
3. INVERT ELEVATIONS ARE NAVD 88 VERTICAL DATUM,
4. RCP - REINFORCED CONCRETE STORM PIPE. REFER TO SPECIFICATION
ACC00-SP-C-SI-18 FOR MATERIAL REQUIREMENTS.
5. CMP - CORRUGATED METAL STORM PIPE. REFER TO SPECIFICATION
ACC00-SP-C-SI-18 FOR MATERIAL REQUIREMENTS
6. FOR STORM DRAIN TRENCH DETAIL, REFER TO DRAWING ACC00-CV-C-GR.SD-32
STORM MANHOLE STRUCTURE SCHEDULE
STRUCTURE
NUMBER
DRAINAGE PIPE SCHEDULE 2,6
RIM 1 GRATE
ELEV.
(FT)
ELEVATION
INVERT IN
#1
(FT)
ELEVATION
INVERT IN
#2
(FT)
STRUCTURE
INVERT (FT)
h
z
z
w. W
at--
a�
UL
U
0
It
Q
itcc
Q
U
g
OF_
l-- F_
°a
`�
�� O�
°a l- U)
EX 48 CMP
MH -1
2108.18
2106.48
41.65
48
0.0408
CMP
N/A
MH -1
MH -2
2104.00
2090.38
272.81
54
1 0.0499
RCP
III
MH -2
MH -3
2090.38
2085.50
363.88
54
0.0134
RCP
III
MH -3
HW -OF -2
2077.92
2062.00
143.15
54
0.1112
RCP
III
PF -1
MH -2
2112.64
2101.12
166.45
8
0.0692
PVC
N/A
PF -2
MH -3
2112.41
2101.12
168.25
8
0.0671
PVC
N/A
NOTES:
1. PIPE LENGTH AND INVERTS ARE TO THE CENTER OF THE CATCH BASIN / MANHOLE,
AND FROM CENTER OF DRAINAGE STRUCTURES. PROVIDE POSITIVE SLOPE THROUGH
STRUCTURES.
2. FOR STORM DRAINAGE PLAN SEE DRAWING ACC00-CV-C-GR.PL-31 and -32.
3. INVERT ELEVATIONS ARE NAVD 88 VERTICAL DATUM,
4. RCP - REINFORCED CONCRETE STORM PIPE. REFER TO SPECIFICATION
ACC00-SP-C-SI-18 FOR MATERIAL REQUIREMENTS.
5. CMP - CORRUGATED METAL STORM PIPE. REFER TO SPECIFICATION
ACC00-SP-C-SI-18 FOR MATERIAL REQUIREMENTS
6. FOR STORM DRAIN TRENCH DETAIL, REFER TO DRAWING ACC00-CV-C-GR.SD-32
STORM MANHOLE STRUCTURE SCHEDULE
STRUCTURE
NUMBER
GRATE TYPE -
NEENAH OR
APPROVED EQUAL
RIM 1 GRATE
ELEV.
(FT)
ELEVATION
INVERT IN
#1
(FT)
ELEVATION
INVERT IN
#2
(FT)
ELEVATION
INVERT IN
#3
(FT)
ELEVATION
INVERT OUT
(FT)
STRUCTURE
DEPTH
(FT) (TO INSIDE
BOTTOM)
NAD 83 COORDINATES
NORTHING EASTING
MH -1
NEENAH R-1792 KG
2112.50
2106.48
(N/A)
(N/A)
2104.00
9.00
641,879.83 945,859.21
MH -2
NEENAH R-1792 KG
2104.12
2090.38
2101.12
2101.12
2090.38
14.24
641,962.84 945,599.33
MH -3
NEENAH R-1792 KG
2105.92
2085.50
(N/A)
(N/A)
2077.92
28.50
641,923.77 945,237.56
NOTES:
1. RIM I GRATE AND INVERT ELEVATIONS ARE NAVD 88 VERTICAL DATUM.
LAYDOWN AREA 3 PERMANENT
DRAINAGE
CULVERT SCHEDULE
DOW NSTREA
UPSTREAM M
DIAMETER INVERT INVERT
CULVERT (IN) (FT) (FT) LENGTH -(1)
SLOPE
(FTIFT)
MATERIAL CLASS REFERENCE DRAWING
CV -LD -3-1 18 2100.16 2062.00 183
0.2085
RCP III ACC00-CV-C-GR.PL-31
HW -OF -2
2062.00
641,920.96
945,106.17
HW -OF -3
2054.50
STRUCTURE
NUMBER
ELEVATION
INVERT) OUT
NAD 83 COORDINATES
_ -
NORTHING
FASTING
HW -OF -1
2062.00
641,991.54
945,061.11
HW -OF -2
2062.00
641,920.96
945,106.17
HW -OF -3
2054.50
641,876.99
944,751.77
50
6
30
58
NOTES: _. _.... .... ....... .......
1. INVERT ELEVATIONS ARE NAVD 88 VERTICAL DATUM.
2. HW - PRECAST CONCRETE HEADWALL
AGGREGATE 6„
SURFACING
OVERLAP
SUBBASE
GROUT PIPE '
IN PLACE - TYPICAL
1 eg p
S
i
' INV. EL
i
(SEE SCHEDULE
THIS DWG.)
12" OD 12"
'1 - I �Q
#5@12"EW
CENTERED
RISER WIDTH + 1'-0"
PILE
GRADE
STORM MANHOLE DETAIL';��%���,� -
Nor �r%iii �, .
NOTES: NTS ��j
1. REFER TO PROJECT SPECIFICATION ACC00-SP-C-SI-018 FOR MANHOLE REOUIREMENTS. ; OVERLAP
FINAL BACKFILL
PER SPECIFICATION.
(TRENCH NOTE 2)
w COMPACT TO 90% STANDARD
o PROCTOR IN MAX. 8" LIFTS.
LU z (FOR STRUCTURAL FILL BACKFILL)
M No (SEE NOTE 3&4)
w
a
SEE BEDDING SCHEDULE
(TRENCH NOTE 1)
GE TEXTILE (ENCAPSULATE BEDDING
OUTSIDEAND OVERLAP SEAMS)
DIAMETER = p SEE EARTHWORK SPECIFICATION FOR
GEOTEXTILE TYPE.
SEE BEDDING
SCHEDULE
NOTES
1. SEE ABOVE. I ACC00-CV-C-CS.PL-30 - LAYDOWN AREA #3 COVER SHEET
ACC00-CV-C-GR.PL-30 - LAYDOWN AREA #3 GRADING KEY PLAN AND NOTES
ACC00-CV-C-GR.PL-31 THRU -33 - LAYDOWN AREA 43 PROPOSED GRADING PLANS
REFERENCE DRAWINGS
TRENCH NOTES:
1. CRUSHED STONE OR SAND BEDDING MATERIAL SHALL MEET THE REQUIREMENTS GIVEN
IN THE EARTHWORK SPECIFICATION ACC00-SP-C-SI-05. THE BEDDING MATERIAL SHOULD BE
PLACED IN SINGLE LIFTS OF 6 TO 8 INCHES (LOOSE MEASURE) AND COMPACTED PER THE
EARTHWORK SPECIFICATION.
2. STRUCTURAL FILL SHALL BE USED TO BACKFILL PORTONS OF THE EXCAVATION
ABOVE THE BEDDING. STRUCTURAL FILL MATERIAL SHALL MEET THE MATERIAL
REQUIREMENTS GIVEN IN THE EARTHWORK SPECIFICATION ACC00-SP-C-SI-05.
3. DETAIL SHOWN IS FOR HDPE/SLCPP PIPE. SEE SPECIFICATIONS
FOR BEDDING AND BACKFILL REQUIREMENTS.
4. FOR RCP USE BEDDING MATERIAL TO SPRINGLINE OF PIPE. WRAP BACKFILL
ENVELOPE. INCLUDING BEDDING LAYER, IN GEOTEXTILE.
5. PROVIDE 15" SPACING BETWEEN PIPES FOR MULTIPLE CULVERTS.
CONTINUE BEDDING THROUGHOUT WIDTH.
STORM DRAIN PIPE BEDDING
PIPE DIA.
(IN)
MINIMUM WIDTH
OF BEDDING
(IN)
MINIMUM THICKNESS OF BEDDING
BENEATH PIPES OR UTILITY
(IN)
12
32
6
15
36
6
18
41
6
21
45
6
24
50
6
30
58
6
36
67
6
42
93
6
48
106
6
54
109
6
60
132
6
EMBANKMENT
PERFORATED UNDERDRAIN DETAIL
NOT TO SCALE
FILTER FABRIC
GSE NW6 OR
ENGINEER APPROVED EQUAL
# 57 AGGREGATE
8" DIA PERFORATED PIPE
W/FILTER SOCK - ADS N-12
S7 PIPE MANUFACTURED BY
ADS OR ENGINEER APPROVED EQUAL
NOTES:
1. PERFORATED HDPE PIPE PER ASSHTO M-252 (SINGLE WALL. CORRUGATED
WITH FILTER SOCK), MANUFACTURED BY ADS, INC OR APPROVED EQUAL.
2. SOLID WALL HDPE PIPE AND FITTINGS TO BE N-12 PLAIN END MANUFACTURED
BY ADS, INC OR APPROVED EQUAL.
3. ALL UNDERDRAINS WILL DAYLIGHT INTO EXISTING DRAINAGE CHANNELS.
4. MINIMUM SLOPE FOR PIPE SHALL BE 0.2%.
5. REFER TO EARTHWORK SPECIFICATION, ACC00-SP-C-SI-05 FOR GRANULAR
FILL AND BEDDING MATERIAL REQUIREMENTS. COMPACTION REQUIREMENTS
SHALL MEET THOSE LISTED FOR GRANULAR STRUCTURAL FILL IN TABLE 1
OF EARTHWORK SPECIFICATION. ACC00-SP-C-SI-05.
C841 North Carolina. INC.
NC Eng. Firm Reg.#BUS.0125808
DUKE ASHEVILLE COMBINED CYCLE (ACC)
Arden, North Carolina
CL [ENT DWG N0:
CIVIL
LAYDOWN AREA #3
STORM WATER SCHEDULE
THIS DOCUMENT IS THE PROPERTY OF CHICAGO BRIDGE & IRON COMPANY (%B&1"). A N D DETAILS
IT MAY CONTAIN INFORMATION DESCRIBING TECHNOLOGY OWNED BY CB&I AND
DEEMED TO BE COMMERCIALLY SENSITIVE. IT IS TO BE USED ONLY IN CONNECTION
WITH WORK BEING PERFORMED BY CB&I. REPRODUCTION IN WHOLE OR IN PART
YRANY PURPOSE
WOTiRKPERFORMED BE&IDSEPT
BEXRESRITTENPEMISON OCI,ITS TOBSAFEGURDEFORBIDDEN
AGAINTFOR: Duke Energy Progress, EEC
A ISSUED FOR REVIEW 12),V5 lj� BOTH DELIBERATE AND INADVERTENT DISCLOSURE TO ANY THIRD PARTY,
NO. REVISION DRAWN CK'D APPD DATE DRAWN: tillp CK'D:� I APPD:i DATE: 1 Y SCALE: NOT TO SCALE PROJECT NO: 205210 PIG No:A0000-CV-C-GR.SD-32
0