CONSTRUCTION QUALITY ASSURANCE PLAN
ONONDAGA LAKE CAPPING, DREDGING, AND HABITAT
Prepared for
Prepared by
August 2012
P:\HoneywellAugust 10, 20
TABLE EXECUT
1 INTR1.1 1.2 1.3
2 DEFI
3 PROJ3.1
3.1.13.1.23.1.33.1.4
3.2
4 DRED4.1 4.2
4.2.1
5 CAPP5.1 5.2
5.2.15.2.25.2.35.2.4
5.3 5.3.1
5.5.
5.3.2
l -SYR\446232 - C012
OF CONTTIVE SUMM
RODUCTIOPurpose ....BackgroundCQAP Orga
INITIONS A
JECT MANARoles and R
1 Agencie2 Honeyw3 Parsons4 Anchor Project Com
DGING ......Dredge ImpPost-dredgi
1 Post-dre
PING AND Cap ImplemCap Materi
1 Siderite2 GAC ....3 Aggrega4 OrganicCap Placem
1 Chemic3.1.1 Ch3.1.2 Ch2 Erosion
Cap Design\09 Rep
TENTS MARY .........
ON ..................................d .................anization ...
AND USE O
AGEMENTResponsibilies ................well ............. ..................QEA .........
mmunicatio
...................plementatioing Verificaedging Com
HABITAT .mentation ..ial Verificati .....................................ate Materialc Habitat La
ment Verifical Isolation
hemical Isolhemical Isol Protection
ports\9.4 Supportin
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...... 1 .......1 .......1 .......1
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...... 3 .......3 .......3 .......3 .......4 .......5 .......6
...... 9 .......9 .....10 .....13
.... 16 .....16 .....18 .....19 .....19 .....20 .....21 .....21 .....23 .... 24 .... 26 .....29
P:\HoneywellAugust 10, 20
5.3.35.4
6 DOC6.1 6.2 6.3 6.4 6.5
7 REFE
List of TTable 3-Table 5-
List of AAppendiAppendiAppendiAppendi
l -SYR\446232 - C012
3 CappingHabitat Ver
CUMENTATField ChangDredge MaCap ManagAnnual ConConstructio
ERENCES ..
Tables 1 Key C1 Availa
Appendiceix A Barrieix B Field ix C DMUix D CMU
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g Completiorification ...
TION ...........ge Form .....nagement U
gement Unitnstruction Son Completi
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Contact List able Method
s er Wall MonChange For
U CompletionCompletion
ports\9.4 Supportin
on Metrics .......................
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Unit Complet CompletionSummary Reion Report a
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nitoring SOPrm
n Form
n Form
ng Plans\CQAP\F
ii
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....................etion Form ..n Form .......eport ...........and Record
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....................kness Measu
P
inal to DEC\Final
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Table of Con
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ntents
.....30
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.... 36 .....36 .....36 .....37 .....37 .....37
.... 39
...... 7
.... 22
P:\HoneywellAugust 10, 20
LIST OF°C Anchor QASTM CMU CQA CQAP CQC cy DMU DSC GAC HoneywILWD mcy NAVD88NPL NYSDECRA RFI ROD RTK GPSSCA SCADA SevensonSMU SOP USEPA
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P:\HoneywellAugust 10, 20
EXECUT
HoneywOnondagapproximthrough within gapproximwith matsurface fprofundalake shorsections This docand cappadjacent quality a
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TIVE SUMM
well Internatga Lake andmately 2.24 ma pipeline teotubes and
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nting remedive years. Arial will be dSCA), whermeable lineed adjacent
ontaminants on, approximcap. In addis nitrate add to seven ye
urance Plan emediation oon quality co
tal Services,nd capping, capping equse dredgingienced persoecision, Sev
onstructionuction projeubcontractoonstruction k over Sevenwill achieve tgh a series otrate remov
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_12.docx
restoration is effort,
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P:\HoneywellAugust 10, 20
1 INTRThis docimpactedLake and
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l -SYR\446232 - C012
RODUCTIOument prese
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ment, includigs, is presenttion quality in Sections 4
inal to DEC\Final
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ed on July 1
pose and scoQuality Maconstruction
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4, 5, and 6.
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ope of the CQanagement Sn quality asd responsibion 3. Constspections, CReferences
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r dredging hin Onondag
diment remnt wetlands epared on beorth in the t 8) Final
ndaga Lake and habitat the New YoLake NationStates Distr
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P:\HoneywellAugust 10, 20
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l -SYR\446232 - C012
INITIONS A
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CQC – Plannnd control to design reqonstruction
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esign criteri
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ns and testinn item, serviactivities pro
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ng taken by ice, removalovide collec
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lowing:
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OL CQAP_ 8_6_
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ctor to monition in relatsurements o
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P:\HoneywellAugust 10, 20
3 PRO
3.1 R
Sedimenmultiple executioNYSDECand agen
3.1.1 NYSDECManagerthe workprovide r
3.1.2 HoneywDecree (89-CV-8will overHoneywoverall OConstrucreport to Mr. Robeand habi
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l -SYR\446232 - C012
JECT MAN
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C will providncies are des
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well’s SyracuOnondaga Laction Manago Mr. Hague
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Chair construOversee, tracs the primar
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atory agencywill participbe provided r changes to
mplementingCourt, Northue, Honeywruction aspeDirector, wmatters. Mthe in-field
Honeywell’s ogram Mana
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ng Plans\CQAP\F
3
stallation of ell will mainh the ROD, t. Roles andntact inform
y during conate in weekcompleted dthe approve
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well’s Directoects of this p
will be the prr. Larry Sommanager of
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EC for these
inal to DEC\Final
habitat matntain overalConsent De
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nstruction. kly progress dredging aned design.
iation in acct of New Yoor of Constrproject. Mr.rimary contmer, Honeywf all construc
am Managere following s
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OL CQAP_ 8_6_
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cordance wiork, 2007; ruction and . John McAutact with NYwell’s Desigction activit
r for the capspecific duti
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_12.docx
ake place duility for the inal Design,team membable 3-1.
Project have access tarea records,
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P:\HoneywellAugust 10, 20
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3.1.3 Parsons wMr. Paulactivities
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l -SYR\446232 - C012
CommunicatManager, andParticipate in
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will serve asl Blue will ss and home
nterpret andCommunicatDefine persoParticipate in
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with HoneywQEA’s CQA Mination of de
al Contractosons’ Projectort. The Pro
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truction action daily opeite construcand monitor
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quality and sith the Lake
essing SuperQC activities
ng Plans\CQAP\F
4
well’s HealthManager esign issues
or for the cat Manager aoject Manag
e Manager, Pquirements
Mr. Alan Stgineers andcontractors
c duties:
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safety standae Program M
rvisor, Davidassociated w
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apping, dredand be respoger has the f
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P:\HoneywellAugust 10, 20
The CQCCQC testdocumenwill attenand coor Sevensonand cappthe workperforme The DesiEngineerfor Informodificaor his de
3.1.4 Anchor Qteam wilto HoneyMr. JosepMr. DetoMr. Somsupportework ele The CQAperform providinmeetings
l -SYR\446232 - C012
C team will ting performnt CQC resund construcrdinate with
n Environmping subcontk in accordaed by Seven
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Anchor Q
QEA will pell be led by Mywell. Dailyph Detor, Por will have
mer, as well aed by a staff ements.
A Manager aCQA activi
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mental Servictractor. Par
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QEA
erform CQAMr. Ram My project act.E., who wil a direct lin
as Honeyweof field eng
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ces, Inc. (Sevrsons will mhe Final Desi
oject is Mr. ovided as neign modificaFinal Designd.
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ng Plans\CQAP\F
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mittals, perfoctor(s) and iand Processe agency menager.
venson) hasmanage Seven
ign, includin
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sting, overst testing labisor and/or Piew construc
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ew York Stauction submineering intal by the De
abitat work. Director and
r QEA’s CQprogress me
well’s Construule. Mr. Deor QEA for
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_12.docx
ee and manboratories, anProject Engiction submi
rsons’ dredgure executioC tasks to be
ate) of Parsoittals, Requeerpretation.
esign Engine
Anchor QEreport direc
QA Manager,etings. uction Man
etor will be the various
ivities and truction team
n-site agencypresentative
ement
age nd ineer ittals,
ging on of e
ons. ests . If eer,
QEA’s ctly ,
nager,
m by y es.
P:\HoneywellAugust 10, 20
3.2 P
NYSDECmanage asubcontrLake Pro Consistepersonneimmedia Changes Honeywmaterial means anmaterial water deEngineerwith conelevationmust be impleme
l -SYR\446232 - C012
Project Com
C is the leadall aspects oractors. Issuogram Mana
nt with all Oel may immate safety of
to the apprwell, and a N
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ive and deem
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OL CQAP_ 8_6_
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Project Manage
_12.docx
neywell willand its
ly through th
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ngineer, ented. Proponstruction elevations, r post-cappiProject
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P:\HoneywellAugust 10, 20
NYSDEC Project MaTimothy LNYS Depar625 BroadAlbany, NYPhone: (51Fax: (518) E‐mail: tjla
Honeywel
Syracuse PJohn McAHoneywel301 PlainfSyracuse, Phone: (31Fax: (315)
E‐mail: Joh
Director oWilliam J. Honeywel101 ColumMorristowPhone: (9Fax: (973) E‐mail: W
l -SYR\446232 - C012
anager arson, Projectrtment of Envdway Y 12233‐701318) 402‐9789 402‐9020 [email protected]
ll
Program Direculiffe l field Road, SuiNY 13212 15) 552‐9782 552‐9780
hn.McAuliffe@
of RemediationHague, P.E. l mbia Road wn, NJ 07962 973) 455‐2175455‐3082
William.Hague@
Cap Design\09 Rep
t Manager vironmental Co
c.state.ny.us
ctor
te 330
@honeywell.c
n Design & Co
@honeywell.c
ports\9.4 Supportin
T
Key
onservation
om
nstruction
om
ng Plans\CQAP\F
7
Table 3‐1
Contact List
RemediRobert U.S. Env290 BroNew YoPhone: Fax: (21E‐mail:
RemediLarry SoHoneyw301 PlaSyracusPhone: Fax: (3
E‐mail:
Lake ProRobert Honeyw301 PlaSyracusPhone: Fax: (86E‐mail:
inal to DEC\Final
t
ial Project MaNunes vironmental Poadway, 20th ork, NY 10007‐(212) 637‐42512)‐637‐3966nunes.robert@
iation Design &omer well infield Road, Sse, NY 13212 (315) 552‐9715) 552‐9780
Larry.Somer@
ogram ManagW. Rule well infield Road, Sse, NY 13212(865) 691‐50565) 691‐ 6485 bob@demaxi
P
OL CQAP_ 8_6_
nager
Protection AgeFloor ‐1866 54
@epa.gov
& Constructio
Suite 330
49
@honeywell.co
ger
Suite 330
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Project Manage
_12.docx
ency, Region II
on Manager
om
ement
I
P:\HoneywellAugust 10, 20
Parsons
Site ManaAlan SteinParsons 301 PlainfSyracuse, Phone: (31Fax: (315) E‐mail: Ala
Project MaPaul Blue, Parsons 301 PlainfSyracuse, Phone: (31Fax: (315) E‐mail: Pa
Dredge, CaDavid Smi301 PlainfSyracuse, Phone: (31Fax: (315) E‐mail: Da Anchor QEConstructiRam MohaAnchor QE6 Penns TrNewtown,Phone: (26Fax: (267) E‐mail: rm
l -SYR\446232 - C012
ger hoff
field Road, SuiNY 13212 15) 451‐9560 451‐9570 an.Steinhoff@
anager P.E.
field Road, SuiNY 13212 15) 451‐9560 451‐9570 ul.Blue@pars
ap, and Proceth field Road, SuiNY 13212 15) 451‐9560 451‐9570
avid.A.Smith@
EA ion Quality Asan, Ph.D., P.E.EA rail, Suite 201 , PA 18940 67) 753‐6301 753‐6306
mohan@ancho
Cap Design\09 Rep
te 350
@parsons.com
te 350
ons.com
ssing Supervis
te 350
@parsons.com
ssurance Direc.
orqea.com
ports\9.4 Supportin
Table 3
Key
sor
ctor
ng Plans\CQAP\F
8
3‐1 (Continu
Contact List
Design EdwardParsons301 PlaSyracusPhone: Fax: (31
E‐mail:
Project David StParsons301 PlaSyracusPhone: Fax: (31E‐mail:
ConstruJoseph Anchor 290 ElwLiverpoPhone: Fax: (31
E‐mail: j
inal to DEC\Final
ed)
t
Engineer Glaza, P.E. s infield Road, Sse, NY 13212(315) 451‐95615) 451‐9570
Edward.Glaza
Engineer teele, P.E. s infield Road, Sse, NY 13212(315) 451‐95615) 451‐9570David.Steele@
uction Quality Detor, P.E. QEA
wood Davis Rool, NY 13088(315) 453‐90015) 453‐9010
jdetor@ancho
P
OL CQAP_ 8_6_
Suite 350
60
Suite 350
60
@parsons.com
Assurance Ma
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09
orqea.com
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_12.docx
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P:\HoneywellAugust 10, 20
4 DRE
This sectwhich win accord DredgingLake anddivided iachieve h In additiduring adconsider
4.1 D
The dredstate-of-tprovide atrackingoperation Each hydDeltaMacombinedensity oproductioperatorOutput fthe total Sevensonwith hea
l -SYR\446232 - C012
DGING
tion describwill be underdance with t
g of contamd adjacent winto two cathabitat-base
ion, specific djacent dred
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Dredge Imp
dging equipmthe-art contan advanced. Work prons.
draulic dredass MT Seriees a magnetiof the slurryon rate of m
r so they canfrom these tquantity of
n will use a ading) design
Cap Design\09 Rep
es the constrtaken to vethe Final De
minated sedimwetlands. Detegories: 1) ied, post-cap
implementdging and extandard Ope
plementat
ment that Setrols, monitd level of co
ogress will be
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perform worw and Densier and a lowow rates, whng removed.e feed and flwill be fed inredged in re
Kinematic Gtalled for th
ng Plans\CQAP\F
9
ersight activedging with
gnificant paerformance te deposit (Iions.
ods and monwill be requircedure (SOP
ll use to perking, and comuding positioy monitored
rk on Ononty Sensor (s
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Global Positihe Onondaga
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OL CQAP_ 8_6_
ding CQC anga Lake has
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mented durin
will be fitted The DeltaMity sensor fohe instantanl be visible tachieve unifwhich will k
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_12.docx
nd CQA taskbeen compl
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P:\HoneywellAugust 10, 20
softwarecompile (e.g., inccutterhesystem wDredgepstation p Figure 4-which is
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l -SYR\446232 - C012
e, which is dinformationlinometer, tad or excava
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-1 depicts an an indicato
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Post‐dredg
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designed for n from the Rtilt sensors) ator bucket
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omponent omplement thd performano the horizo
ng Plans\CQAP\F
10
n excavator and other pose horizontale throughouater level anlues derivedr accuracy.
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Figure 4‐1
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OL CQAP_ 8_6_
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_12.docx
redges, will the dredgesof the dredgion of the d by the botic total
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ge
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P:\HoneywellAugust 10, 20
VerificatA dredgeassessingonly). The limibased onconstructhat the achieved Subdividand for pThe DMwidth frooperating(e.g., ranbe delinematerial DMUs atconsiderdevelopeprogresse As part oParsons, depths grup, progrequipmetarget eledredgingpole soun
l -SYR\446232 - C012
tion of the ce managemeg compliance
its of dredginn the plannection water dlimits and e
d prior to pla
ding the RAspost-dredge U layouts wom approximg in a given
nging from aeated depento be remov
t any given rations. Theed prior to ses.
of the CQC por their subreater than ram, and ca
ent. Surveysevations havg verificationndings or la
Cap Design\09 Rep
completion oent unit (DMe with eleva
ng were deled thickness depth. Therextents of dracement of
s into DMUverification
will generallymately 100 t
n RA. Multipapproximatending on speved. It is antime based o
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and-based co
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Us will facilitn purposes wy align withto 150 feet bple adjacent
ely two to fivecific site conticipated thon weather,eas anticipattruction in t
ost-dredging, using a singtely 2 to 4 ftautomated cnsidered intachieved. I
may be perfoonventional
ng Plans\CQAP\F
11
will be perfdging area ws and dredgi
ed on sedim-dredging ca-dredging suuired by thed habitat ma
tate continuwhile activelh the dredginbased on thet lanes will bve acres); honditions and
hat dredging, schedule, sted to be drethat year an
g bathymetrgle-beam (dt. Pre-dredgcontrol systeerim in the In water deprmed using
l upland surv
inal to DEC\Final
formed on awithin a RAing thicknes
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nd may be re
ric surveys wdual-frequenge surveys wems that wilevent post-pths shallowa more suit
vey method
OL CQAP_ 8_6_
a “managemA that will bss removal (
ng data and,final desiredill be performhin a DMU
g of the drein the vicin
with each laradius of thetogether to aller and larll thickness going withineristics, and given year wevised as dre
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wer than 2 ttable methodds, when the
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_12.docx
ent unit” bae used for
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P:\HoneywellAugust 10, 20
fathomet4 ft.) wilwhere prperpenditaken at will procThese drnot be pepost-dredverificatiAnchor Qcumulaticoverage Anchor QCQC suralso perfcontractoverify ra In deepeapproachsurvey trCQA surwill be tointersectapproximalso provconstruc
l -SYR\446232 - C012
ter is not prll conform toractical. Suricular and pa maximum
cess the survrawings willerformed indging compion will be dQEA will prive dredge ve, as detailed
QEA will perveys and reform indepeor, or direct
andom subse
er water, CQh will be to ransects (e.grvey will vero verify apption node lomately 10 tovide summaction summa
Cap Design\09 Rep
ractical. Suro a 25-ft.-grrvey lines in
parallel to thm spacing of vey data obtl serve as the
n an area untpletion metridone in conrepare annuvolume progd in Section
eriodically aview equipmndent survet and overseets of CQC e
QA surveys mverify appro
g., if the CQrify 100 to 1
proximately ocations. In o 15 percent ry CQA verary reports f
ports\9.4 Supportin
rvey lines inrid spacing pn shallow whe dredge cu
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nsultation wiual constructgress that wi6.4.
accompany tment calibraey measuremee duplicate elevation me
may be perfoximately 10
QC survey tra150 ft. of ran10 to 15 pershallow waof the discr
rification dafor NYSDEC
ng Plans\CQAP\F
12
n deeper watperpendicul
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the CQC suation procedments using bathymetryeasurements
formed by on0 to 15 percansects totalndom transercent of the
ater, the inderete CQC mta to Parson
C.
inal to DEC\Final
ter (water dlar and paralso follow a 2ractical, withd line. Parsoget elevationdescribed in Anchor QEAn 4.2.1) havC’s on-site rary reports fomarize dred
rveyor teamdures and resimilar met
y measurems.
ne of two apcent of the tol 1,000 ft. inect segments parallel andependent Ceasurement
ns for develo
OL CQAP_ 8_6_
depths greatellel to the dr25-ft.-grid sph survey meons or their ns have beenSection 6.5)
A) has verifive been met.representativfor NYSDECdging produc
m to observeecords. Ancthods and eqents by the
pproaches. otal linear f
n length for s). The secod perpendicQA surveys
ts taken. Anoping the an
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_12.docx
er than 2 to redge cut, pacing easurementssubcontractn achieved. ). Capping wied that the . This ve. Parsons
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e post-dredgchor QEA wquipment ascontractor,
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ging will s the to
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P:\HoneywellAugust 10, 20
4.2.1 Dredgingpost-dredelevationthe follow
• Are
• Nartath
• Insumfoh
In deepeelevationincludingThereforpreviousimpact to Target poremediatWastebewere theSection 5target eletotal areasquare fe
l -SYR\446232 - C012
Post‐dre
g will be condging surven has been awing additi
Areas withinelatively iso
No more thanrea larger tharget elevatihan 1 foot. n areas wheurface eleva
minimum dror cap place
habitat-relate
er water areans than in shg greater tolre, the accepsly outlined o designed h
ost-cap elevtion (i.e., Nied B/Harbore target elev5, the wetlanevation (Para within eaceet will have
Cap Design\09 Rep
edging Com
nsidered comys of the act
achieved oveonal require
n a DMU aboolated (i.e., nn 5 percent
han 1,000 sqion by more
re the targeation (362.5 redge cut mument with ned water de
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ports\9.4 Supportin
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mplete withtual dredge er 90 percenements:
ove the requnon-contigu
of the total quare ft. withe than 0.5 ft
t post-cappift. North Am
ust be met inno loss of lakpths.
gn includes ger areas. Thges in deeperia allowingthat requirectives.
he adjacent ek spits, Waboard Area)e majority oation tolerannchor QEAjacent wetladge elevatio
ng Plans\CQAP\F
13
Metrics
hin non-ILWfootprint co
nt of the dre
uired elevatiuous and less
dredge areahin this 5 pe. No area w
ing water demerican Ven 100 percenke surface a
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er water areag slight variaements of th
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inal to DEC\Final
WD DMUs (onfirm that edge surface
ions (i.e., ups than 1,000a within a Dercent will b
will exceed th
epth is withrtical Datumnt of the are
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rance rangethe Final Deas comparedations in thehe Final Des
eing remediconnected w
developed asged areas in tpecified to berefore, no mnd no contige target elev
OL CQAP_ 8_6_
(RAs A, B, Cthe required
e area of a gi
p to 10 perce0 square ft.).DMU and nobe permittehe target ele
hin 2 ft. or lem of 1988 [Nea to ensureestablish app
s for post-dresign cap eled to shallowe post-dredgsign will be
iated as partwetlands, ans maximum the lake. Asbe within ±0more than 1guous area lvation by mo
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_12.docx
C, and E) whd dredge iven DMU, w
ent total) ar
o contiguousd to exceed evation by m
ess of the lakNAVD88]), te adequate dpropriate
redging evations
w water areage elevationsmet with no
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larger than 1ore than 0.5
edging
hen
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P:\HoneywellAugust 10, 20
Furthermelevation The dred2 meters(SMUs) 1within th±0.5 ft. Hovercut iareas witCQC survolume eremovedamount o The amoensure thof the SMthe workwill be gremoval As statedsurveys wsurveyinwith theeither: a)surveys oteam); ornon-comperforme
l -SYR\446232 - C012
more, no men by more th
dging cut lins, applied ind1, 2, and 7, phe ILWD wHowever, fiis equal to oth an underrveying will equivalent td and the deof undercut
ount of overhat there is MU-specific k progressesgreater than
is complete
d previouslywill be comp
ng indicates compliance) perform ador to suppler b) forego a
mpliant areased and comp
Cap Design\09 Rep
easurable arehan 1.0 ft.
ne within thdividually toplus hot spo
will be to achinal compliaor greater thcut greater tbe perform
to a 2-metermonstration
t within each
cut comparenot a signifiILWD dred. In additiothe amount
ed prior to ca
y, to confirmpared to thethat requiree criteria predditional poment with n
additional sus. After anypliance will
ports\9.4 Supportin
ea within a
he ILWD wao the area o
ots, as requirhieve the speance will be han the amouthan 1 ft. T
med in the ILr average remn that the amh individual
ed to undercicant dredgedging. Honeon, for the cot of undercuapping.
m that dredge designed ded dredge eleviously dis
ost-dredge sunew data (wurveying any follow up al be reassesse
ng Plans\CQAP\F
14
wetland wi
as developedf the ILWD
red by the Recified cut lbased on de
unt of undeTo verify comLWD to conmoval plus tmount of ovl SMU of th
cut will be me volume deeywell will ombined areut to ensure
ging is in comdredge templevations havscussed, the urveying to
which will bd perform aaction, a subed.
inal to DEC\Final
ll be allowe
d to achieveD within SedROD. Thereine with an emonstratinrcut and thampliance wi
nfirm that, atthe hot spotvercut is equhe ILWD (SM
monitored aeficit that mucoordinate eas of the ILthat the ful
mpliance wiplates. In thve not beencontractor wverify the aoth be revie
additional drbsequent ba
OL CQAP_ 8_6_
d to exceed
e an average diment Manaefore, the dr
average tolng that the aat there are ith the RODt a minimumts’ volume hual to or greaMUs 1, 2, an
as the work ust be madewith NYSD
LWD hot spll 1 meter of
ith the desige event that
n achieved inwill have th
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athymetric s
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_12.docx
the target
removal of agement Un
redging goallerance of amount of
no measureD, post-dredm, the requi
has been ater than th
nd 7).
progresses te up at the eEC on this aots, the ovef additional
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P:\HoneywellAugust 10, 20
The duradredge adredgingarea (sucupon revsuch as Rhas prog(intermeprior to acompletichanges approvedshall be cconstruc
l -SYR\446232 - C012
ation betwerea will vary
g has been cch as in portview and appRA D, the caressed far en
ediate silt cuand during iion of dredgto the dredgd by NYSDEcapped, at le
ction season.
Cap Design\09 Rep
en completiy dependingompleted antions of RA proval of drapping will nough ahead
urtains) are eimplementa
ging and subging surfaceEC, all areaseast up to an.
ports\9.4 Supportin
ion of dredgg on specificnd the dredgC), capping
redge surveynot commend of the capeffective. Hation regardbsequent cape elevation ps dredged to nd including
ng Plans\CQAP\F
15
ging in an arc site conditge has beenmay comm
y results. Innce over an
p so that turbHoneywell w
ing sequencpping, and tprior to capp
the final eleg the erosion
inal to DEC\Final
rea and capptions and gerelocated to
mence over thn areas wher accepted drbidity mitiga
will coordinacing to minio minimize ping. Unlessevation withn protection
OL CQAP_ 8_6_
ping over theometry. In o another dihe previouslre DMUs areredge area uation measuate closely wimize the timthe potentis discussed whin a constrn layer, with
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_12.docx
he completedareas wher
iscrete dredly dredged ae contiguouuntil the dreures with NYSDEme betweenial for signifwith and ruction seasohin that sam
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P:\HoneywellAugust 10, 20
5 CAPP
This sectwhich wOnondagCQA actthe requrequiredcap/habi The cap impactedcan use wof specifierosion pthe botto Honeywconsensuoperationrequiringcould de
5.1 C
Similar tLake incan advanaccuratel The cappSensor (olevel gam
l -SYR\446232 - C012
PING AND
tion describwill be perforga Lake has tivities will vired thickne
d siderite andtat elevation
is designed d sediments without impfic layers dedprotection laom of the ch
well will coorus that dredgns. This wilg formal devlay operatio
Cap Implem
to the dredgludes state-o
nced level ofly monitore
ping barge wone unit). Tmma ray den
Cap Design\09 Rep
D HABITAT
es the constrmed to verbeen complverify that tesses of the d GAC dosans have been
to provide land to prov
pacting the cdicated to vaayer, and a chemical isola
rdinate closging goals hll allow cappvelopment aons.
mentation
ing equipmeof-the-art cf positioninged and docum
will be equipThe DeltaMansity sensor
ports\9.4 Supportin
truction overify that cappleted in accothe cap and individual c
ages, where an met.
long-term chvide a suitabchemical isoarious purpochemical isoation layer w
ely with NYhave been mping operatiand signatur
ent, the capontrols, mog data and pmented thro
pped with a ass flow metfor measuri
ng Plans\CQAP\F
16
ersight activping (includordance withabitat mat
cap and habiapplicable, h
hemical andble habitat suolation layeroses. Theseolation layerwith the un
YSDEC durimet prior to i
ions to procre of the DM
pping equipmnitoring, an
placement troughout con
DeltaMass ter combineing the dens
inal to DEC\Final
ities, includding habitatth the Final terials are plitat layers hhave been a
d physical isubstrate thar; therefore, layers will r, as well as
nderlying ex
ng dredginginitiating suceed in a timMU forms (s
ment that wnd tracking eracking. Wonstruction.
MT Series Mes a magnetisity of the sl
OL CQAP_ 8_6_
ding CQC an layer constDesign. Thlaced within
have been acachieved, an
solation of uat plants, ani, the cap wilinclude a haan allowanisting lake s
g operationsubsequent camely manner
ee Section 6
will be used oequipment tork progress
Mass Flow aic flow metelurry and th
_12.docx
nd CQA tasktruction) withe CQC and n specified achieved, thend the design
underlying imals, and fll be compoabitat layer,ce for mixinsediment.
s to achieve apping r without 6.3), which
on Onondagthat will pros will be
nd Density er and a lowhe flow rates
ks, thin
areas, e n
fish sed , an ng of
ga ovide
w-s,
P:\HoneywellAugust 10, 20
which tobeing pla Sevensoncontrol bThe contsuch as bdepicts a
In additiinstrumeGAC slurates, perplaced Gand sider Capping supervisooperatorcompone
l -SYR\446232 - C012
ogether provaced.
n will use Dbox programtrol box enabarge speed an example o
Exam
ion to the eqentation wilrry portion ristaltic met
GAC and siderite feed rat
system perfory control
rs to continuents within
Cap Design\09 Rep
vide the inst
Dredgepack smmed by theables the capand steeringoutput from
mple Output
quipment onll be used toof cap mate
tering pumperite cap maes using gra
formance daand data acq
uously monithe capping
ports\9.4 Supportin
tantaneous p
software to te equipmentpping barge g through w
m the Dredge
F
t from Dred
n the cappino support caperial, the sysps, and a sluaterial, the savimetric we
ata will be rquisition (SCitor and docg system, an
ng Plans\CQAP\F
17
production
transmit RTt supplier, Doperator to
winch controepack softw
Figure 5‐1
gepack Soft
ng barge, lanpping operastem will corry density system will eigh belt fee
recorded, moCADA) systument in re
nd to make a
inal to DEC\Final
rate of capp
TK GPS infoDredging Sup
control esseols, as well aare for a cap
tware for Ca
nd-based equtions. For tntinuously flow meter.also continueders and/or
onitored, antem. The SCeal time the any necessar
C
OL CQAP_ 8_6_
ping and hab
ormation to apply Compaential cappinas cap thicknpping barge
apping Barge
uipment anthe hydraulimonitor the. For both huously monir volumetric
nd displayedCADA systeperformanc
ry adjustmen
Capping and H
_12.docx
bitat materia
a custom any, Inc. (Dng parameteness. Figure.
e
d ically placede GAC feed hydraulicallyitor the sandc feeders.
d using a m allows
ce of specificnts to maint
Habitat
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d
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P:\HoneywellAugust 10, 20
the desigsystem pthe optim
5.2 C
As preseis use of and analLake me The purpconformtheir vencap layer
• Si• G• M• G• F• C• G• T
As part ophysical describedgravel, ccapping confirm Design. Section 5
l -SYR\446232 - C012
gned systemperformancemum design
Cap Materi
nted above,state-of-theyses that wiet the specif
pose of the cm to the spec
ndors) will cr. The follo
iderite GAC Medium sandGravelly sand
ine gravel Coarse graveGravelly CobTopsoil
of the CQC pproperty red in the Finoarse gravelmaterials atthat the maParsons wil
5.2.3).
Cap Design\09 Rep
m performance criteria andn range.
ial Verifica
a critical coe-art tools anill be perforfications req
cap materialifications ofconduct samwing is a lis
d d
l (Types A abble
program, thesults and cenal Design. Fl, gravelly cot the source aterial gradall perform sa
ports\9.4 Supportin
ce. The SCAd will alert o
ation
omponent ond controls.rmed to demquired in th
l CQC progrf the Final D
mpling and ast of materia
and B)
he GAC and ertifications For all otherobble, and t(i.e., prior t
ations are in ampling at r
ng Plans\CQAP\F
18
ADA systemoperators sh
of ensuring a. This sectio
monstrate the design.
ram is to doDesign. As panalyses on tals that will
siderite venthat the ma
r materials (topsoil), Parto delivery tconforman
regular inter
inal to DEC\Final
m will be prohould the sy
an effective on presents at cap mater
cument thatpart of the Cthe materialbe used in t
ndors will praterials meet(i.e., mediumrsons will peto the site) ace with the rvals at the
C
OL CQAP_ 8_6_
ogrammed wystem be ope
cap placemeadditional mrials used in
t the cappinCQC programls that will bthe sedimen
rovide analyt the specifim sand, graverform sampat regular int
specificatiosource (as d
Capping and H
_12.docx
with criticalerating outsi
ent in the lameasuremenn Onondaga
ng materials m, Parsons (be used for e
nt cap:
ytical and ications as velly sand, fpling of the tervals to
ons in the Fidescribed in
Habitat
l ide
ake nts
(or each
fine
inal
P:\HoneywellAugust 10, 20
The purpdesign sp10 percedesktop rresults susuppliersuse in vi The follomaterials
5.2.1 Bulk shipto avoid clean andwill be a The suppcomplies
5.2.2 Bulk shipavoid colclean andtransportmarked lof originrequired The suppcomplies
l -SYR\446232 - C012
pose of the Cpecificationsnt of the CQreviews of pubmittals, ans. Anchor Qsual compar
owing summs.
Siderite
pments of sicollection od free from
accompanied
plier will prs with the ph
GAC
pments of Gllection of md free from ted/deliverelegibly on it
n, the lot numd by applicab
plier will prs with the ph
Cap Design\09 Rep
CQA progras. As part ofQC sample cparticle-sizend siderite a
QEA will alsrison to deli
marizes spec
iderite will bof moisture odirt, corrosi
d by certifie
ovide an affhysical and
GAC will be moisture or dirt, corrosi
ed using supt the net wember, and able regulatio
ovide an affhysical and
ports\9.4 Supportin
am is to verif the CQA p
collections ae distributionand GAC ceso maintain ivered mater
cific CQC re
be in clean or loss of maion scale, and weight tic
fidavit of cochemical cr
in clean anloss of mateion scale, an
per sacks. Eaeight of the ca brand namons and laws
fidavit of cochemical cr
ng Plans\CQAP\F
19
ify that the cprogram, Anat the sourcen curve subm
ertification dphysical samrial.
quirements
and encloseaterial in trand other extckets.
mpliance ceriteria specif
d enclosed oerial in transnd other extach shipmencontents, th
me (if any), ans.
mpliance ceriteria specif
inal to DEC\Final
capping matnchor QEA we. Anchor Qmittals, labo
documentatimples of app
for the vari
ed or covereansit. The itraneous ma
ertifying thafied in the d
or covered rsit. The intetraneous mant or contain
he name of tnd will bear
ertifying thafied in the d
C
OL CQAP_ 8_6_
terials confowill witness
QEA will alsoratory chemion providedproved mate
ious capping
d rail cars, binterior of vaterials. Bul
at the sideritdesign.
rail cars, barerior of vehiaterials. GAner of GAC he manufacr other mark
at the GAC fdesign.
Capping and H
_12.docx
orm to the s approximaso perform mical analysd by the erials on site
g and habita
barges, or trvehicles will lk shipments
te furnished
rges, or trucicles will be
AC may also will have
cturer, countkings as
furnished
Habitat
ately
sis
e to
at
rucks be
s
d
ks to e be
try
P:\HoneywellAugust 10, 20
The GACThe mintime will
5.2.3 Samples analyzedAmericaSize Anataken onpercent othe contrmethodstesting wsamples wwill be pthe follow
1. Fre
2. Ifthfr5
3. If75sasu
In additiperiodicaschedule
l -SYR\446232 - C012
C will be in nimum agitatl be recorde
Aggrega
of aggregated at the souran Society ofalysis of Soiln 100 percenof these spliractor’s mets and accurawill provide will be split
provided to twing freque
or the first 2epresentativf ten conseche first 25,0rom the sam,000 cy for tf ten consec5,000 cy or ame source ubsequent m
ion to the scally sampleded and interi
Cap Design\09 Rep
granular forted soaking
ed, as well as
ate Materi
e materials (rce by the cof Testing anls. During thnt of proposeit samples wthods and saacy have bee
the primaryt and sent tothe Project Eency:
25,000 cy ofve sample wutive accept00 cy or gre
me material sthe subsequutive test regreater of earea or proc
material deli
cheduled CQd at the sourim sampling
ports\9.4 Supportin
rm and willtime for thes start time
ials
(i.e., sand, gontractor fod Material (he initial phed material
will be sent tampling accuen demonstry QC resultso a qualifiedEngineer. S
f each materwill be obtain
table test reeater of eachsource area ent materia
esults have bach materia
cess, then thiveries.
QC testing frrce as they ag will be use
ng Plans\CQAP\F
20
l require a pe GAC will for feeding
gravel, graver particle siz(ASTM) D42hase of constintended fo
to a qualifieduracy. Afterated and NYs and 5 to 10 geotechnic
Samples will
rial type froned from eacsults have b
h material tyor process, t
al deliveries.been obtaineal type and the batch size
requency staare being pred, if necess
inal to DEC\Final
eriod of soabe two houout of the st
elly cobble, ze analysis i22 – Standartruction, QA
or use in cond geotechnic
er the contraYSDEC con0 percent of cal laboratorl be collecte
om a specificch 2,500 cy
been obtaineype and the then the bat ed on samplthe materiale can be incr
ated above, rocessed andary, to mak
C
OL CQAP_ 8_6_
aking prior trs. The GAtorage tanks
and topsoil)in accordancrd Test Meth
QA split sampnstructing thcal laboratoactor’s particcurs, the su
f the particlery for QA. Ted at the sou
c material sobatch or pa
ed on samplmaterial cotch size can
les represenl continues treased to 10
materials wd stockpiled.e real-time
Capping and H
_12.docx
to placemenAC unloading
s.
) will be ce with hod for Part
ples will be he cap. All ory to validacle size analpplier’s on-e size analysThe test resuurce location
ource, a art thereof.es representntinues to b be increase
nting the firsto be from t0,000 cy for
will be . Results of adjustments
Habitat
nt. g
ticle-
100 ate lysis site sis ults n at
ting be ed to
st the the
fs to
P:\HoneywellAugust 10, 20
material being shi A sourcebeen locmaterialsNYCRR alternatisamplingimpleme
5.2.4 In select organic cthe topsofrom thelaboratorASTM Dfollow ththe Proje
5.3 C
This sectthe caps design, asediment“managethat willlayer, erofor assess
l -SYR\446232 - C012
processing ipped to the
e for the sanated and ans comply wiPart 375. Ifve program
g or a tiered ented subjec
Organic
areas, the Fcontent requoil will be tee source. Samry for analy
D-4972, ASThe same proect Engineer
Cap Placem
tion presenthave been p
and that finat dredging, v
ement unit” l be used forosion protecsing post-co
Cap Design\09 Rep
and stockpie site.
nds, gravels, in situ sampith the Unref an alternatfor verificaapproach si
ct to approva
c Habitat La
Final Designuirement. Iested for orgmples of thesis in accord
TM D-2974, cedure descr.
ment Verifi
ts verificatioplaced to thal habitat eleverificationbasis. A cap
r assessing coction layer, onstruction s
ports\9.4 Supportin
ling to ensu
and gravellypling prograestricted Ustive source o
ation of comimilar to thaal by NYSD
ayer Mate
n requires thIn addition tganic contene mixed matdance with aand SW846
cribed in Sec
cation
on measureme vertical anevation obje of the compp managemeompliance wand habitat surface elev
ng Plans\CQAP\F
21
ure complian
y cobble to am has beene Soil Cleanof material i
mpliance withat outlined aEC.
erial
he habitat layto the grain nt prior to perial will beapplicable t
6 7471A). Thction 5.2.3.
ments that wnd horizontaectives havepletion of thent unit (CMwith requirelayer thickn
vations and c
inal to DEC\Final
nce with the
be used for n developed nup Objectivis recognizeh the chemiabove will b
yer to be cosize testing
placement, tye submitted esting standhe samplingThe test res
will be perfoal limits and
e been obtainhe sedimentMU) is a caped mixing lanesses. In acompliance
C
OL CQAP_ 8_6_
e specificatio
the cap conto documen
ves listed in ed and propoical criteria be developed
omposed of t requiremenypically prioto a qualifie
dards (i.e., Ag/testing fresults will be
ormed to demd extents reqned. Similat cap will bepping area wayer, chemicaddition, CMwith habita
Capping and H
_12.docx
ons prior to
nstruction hant that the NYSDEC 6
osed, an utilizing ind and
topsoil withnts listed abor to shipmed testing
ASTM D-422quency will
e submitted t
monstrate thquired by th
ar to the e performedwithin an RAcal isolation
MUs will beat objectives
Habitat
o
as
n situ
h an ove, ent
2, l to
hat he
on a A n
used s.
P:\HoneywellAugust 10, 20
The CMUplacemenconsiderrate for coperationapproximextent prapproximon specifCMUs at In genercap to veof the tocapping techniquand matechemicalcondition Availablethe thickhabitat la
Cap Ma
Sand and
G
Gravel
l -SYR\446232 - C012
Us will be dnt complian
ration the recap placemenal lanes of
mately 20 ft.racticable, in
mately 2 to 5fic site condt any given t
al, the CQCerify that thp of the caprequired by
ue utilized toerial physical isolation lans (e.g., wat
e methods fkness measuayer are des
Available
terial Type
d Fine Gravel
ravel
lly Cobble
Cap Design\09 Rep
developed usnce with theelative size aent, and the the capping
. wide. Thento construc5 acres. Howditions. It istime based o
C and CQA pe required t
p to verify thy the Final Do verify engal characterayer to a grater depth, si
for cap layerurements forscribed in su
Methods fo
PreferreMe
Catc
Catc
Catc
ports\9.4 Supportin
sing a procee design. Thand positionvarious cap
g equipmentrefore, multctible rectanwever, smal anticipatedon operation
programs invthickness hahat target elDesign were gineered capristics of the avelly cobblze of area).
r thickness vr the chemicubsequent se
T
or Thickness
ed Sample ethod
ch Pans
ch Pans
ch Pans
ng Plans\CQAP\F
22
ess similar tohe delineation of contiguop designs. Ct, which aretiple cappinngular “boxeller and largd that cappinnal sequenc
volve measuas been achievations andachieved. T
p placement cap layer b
le erosion pr
verification cal isolationections.
Table 5‐1
s Measurem
A
Survey StPiston
Survey
Survey
inal to DEC\Final
o that for DMon of CMUsous cap areaMUs will ge
e currently ang lanes willes” to form
ger CMUs mng will be oning consider
uring the theved, and thd the horizoThe specificwill be depeing verifierotection lay
are presenten layer, erosi
ent of Engin
Additional Ava
takes, Push CoCorer, Poling
Stakes, Poling
Stakes, Poling
C
OL CQAP_ 8_6_
MUs for asses will take inas, the typicaenerally be aanticipated tl be groupedCMUs rangi
may be delinengoing withrations.
hickness of ehen surveyinontal limits ac method anpendent on td (e.g., rangyer) and on
ed in Table ion protectio
neered Cap L
ailable Sample
orer, Check VaSurveys, Bath
g Surveys, Bath
g Surveys, Bath
Capping and H
_12.docx
essing nto al productioaligned withto be
d together, ting from eated depen
hin multiple
each layer ofng the elevaand extents
nd measuremthe thicknesging from a sthe local sit
5-1. Detailon layer, an
Layers
e Methods
alve Core Samhymetry Surve
hymetry Surve
hymetry Surve
Habitat
on h the
o the
nding e
f the ation of
ment ss sand te
s of nd
pler, ys
eys
eys
P:\HoneywellAugust 10, 20
5.3.1 Capping capping CQA samperiod isamendmconfirm amendedsamplingoverdosiThis periisolationcontrols The calibrequire dcapping shallow wthe calibwithin th The resuDemonstoccurredapproximuniformioptimizeindicatedand vertiwith theproject d
l -SYR\446232 - C012
Chemica
operations operations i
mpling and ts to improve
ments (i.e., Gthat the cap
d cap layer cg and testingng requiremiod will con
n layer over employed.
bration peridredging (i.eareas have gwater cappi
bration periohe range of
ults of the castration Sumd in the watemately equality of GAC ped and demod that visualical distribu CQC and C
design object
Cap Design\09 Rep
al Isolation
in 2012 are in 2012, an itesting proce system per
GAC and/or spping methoconsistent wg conducted
ments) will bnsist of a moan area suff
od for cappie., cap-only greater tolering areas. Tod, if requiredesigned wa
apping field mmary Repor
er column, al to the amoplacement fonstrated dul observation
ution of GACCQA activititives are ach
ports\9.4 Supportin
n Layer/Ca
planned ininitial “calibedures will
rformance ansiderite) areods consisten
with the desid during thisbe made, if nre intense s
ficient to pro
ing operatioarea) and re
rance rangeshis providesed, to achievater depths.
demonstratrt (Parsons 2and that theount of GACfollowing opuring the calns of in situC. The resuies describedhieved.
ng Plans\CQAP\F
23
ap Amendm
portions ofbration” perbe conductend dosing co
e required fontly achieveign requirems period, adjnecessary, foampling andove out the
ons will begiequires boths for post-cas the abilityve the desig
tion, describ2012), showe amount ofC in the cap.perational mlibration per
u samples maults of the fied in subsequ
inal to DEC\Final
ment Verif
RA C and Rriod that inced. The purorrelations ior the cheme the in situments. Basejustments toor subsequed testing proaccuracy of
in in a deep h siderite anap water depy to place adgned amendm
bed in detailwed that minf GAC mixed. The field d
modificationriod. The fiay also be useld demonstuent section
C
OL CQAP_ 8_6_
fication
RA D. At thludes severarpose of thein areas wheical isolation
u compositioed on the reso amendmennt cap mateogram of thef the means,
water area nd GAC. Depth requiremditional capment dosing
l in the Cappnimal loss, ifd with sand demonstratis, which wiield demonssed to verifytration, in co
ns, will ensur
Capping and H
_12.docx
he start of al CQC and calibrationere cap n layer, and
on of the sults of the nt amounts erial placeme chemical methods, a
that does noeep water ments than p material dug while stay
ping Field f any, of GAon shore w
ion also showll be furtherstration y the presenombination re that the
Habitat
d to
(e.g., ents.
nd
ot
uring ying
AC was
wed r
nce
P:\HoneywellAugust 10, 20
Based onchemicalseparatioduring thcap placedistribut HoneywdescribesimplemeCQC/CQseparatiobased on
5.3.1.1 The contutilizing delivery distributmaterial,5 percenthe sand used to cThe GACpercent) in the sluallow reamaintain In additisupplemlayer (i.e
l -SYR\446232 - C012
n the resultsl isolation laon of the coahe calibratioement procetion of the g
well has preps the planne
ented duringQA proceduron) as well an the results
Chem
tractor will the equipmand CQC m
tion have be, gravimetri
nt will be useslurry mix
control the fC slurry linethat will pr
urry. Contial-time systened and desi
ion to the acentary CQC
e., sand-side
Cap Design\09 Rep
of the 2011ayer will be arser and finon phase as wesses to mingrain sizes.
pared a separed GAC andg the calibrares related toas operationfrom this ca
mical Isolat
provide andment, instrummethod of veeen achievedic weigh beled to controtank. Peristfeed rate of e will also hrovide an adnuous data aem adjustmeign objective
ccurately calC activities trite layer an
ports\9.4 Supportin
1 capping fieplaced usin
ner fractionwell as thro
nimize separ
rate work pld siderite dosation periodo measurems (e.g., numalibration p
tion Layer Q
d implementmentation, aerification thd in the chelt feeders anol the feed rataltic meterthe GAC sluave a slurry
dditional meacquisition ents to be mes are achiev
librated addo ensure tha
nd sand-GA
ng Plans\CQAP\F
24
eld demonstng a minimus. Honeywe
oughout the ration of coa
lan that has sing and oth
d. Modificatment of cap t
ber of lifts, eriod.
Quality Co
t an accuratand data inthat the requmical isolati
nd/or volumeates of both
ring pumps wurry to the s
y density meeans of monand monito
made to ensuved.
ditive prograat the specif
AC layer) is i
inal to DEC\Final
tration, the Gum of two lifell will workentire capp
arse and fine
been providher procedutions of the Cthicknesses,overdosing
ntrol
tely calibratroduced in
uired siderition layer. Fetric feeders
h sand and, wwith an accusand slurry meter (with anitoring in re
oring using ture the requ
am, the contfied thicknen complianc
C
OL CQAP_ 8_6_
GAC mixedfts to reducek closely wi
ping operatioe materials f
ded to NYSDural details toCQAP (incl dosages, coamounts) m
ed additive Section 5.1 e and GAC
For hydraulis with an acwhere specifuracy of ±1 mix tank disn accuracy oeal time the the SCADA uired mix rat
tractor will ess of the chce with the
Capping and H
_12.docx
d with sand e potential ith NYSDECons to optimfor uniform
DEC, whicho be luding oarse fractionmay be neces
program as the primacontent andically placedccuracy of ±fied, sideritepercent wilscharge pipeof ±3 to 5 density of Gsystem willtios are
also performemical isoladesign
Habitat
C mize
h
n ssary
ary d d cap 2 to e to l be e.
GAC l
m ation
P:\HoneywellAugust 10, 20
requireminclude afull scaleapprovalverificatimaintain During fthe sand/
1. P2. P
crfo
The abovsand/GA(3 inchesminimum The primverificaticatch panwere notapproximarea. Thubeing pla
•
•
•
•
l -SYR\446232 - C012
ments. An ina more intene operationsl by NYSDEion during f
ning the pro
full-scale op/siderite and
Phase 1: EighPhase 2: If twriteria requiour in situ sa
ve samplingAC layers to s in mixing m of 9 inche
mary methodion will be tn design is rted during tmately 2 incus, the heighaced at a giv
Catch panlayer Catch panlayer Catch pan gravels, coCatch pan
Cap Design\09 Rep
in situ samplnse sampling, following
EC. Reducinfull scale op
oject schedul
erations, in d sand/GAC
ht in situ samwo successivirements, thamples per a
g frequency wensure thatlayer and 3 es of GAC/sa
d that will bthe placemerelatively wthe capping h taller thanhts of the caven time; see
n height of 8
n height of 1
height of 14oarse gravelsheight of 7
ports\9.4 Supportin
ling programg frequencya successful
ng the numberations wille.
n situ sampleC layers at th
mples per acve sets of samhen the sampacre for thic
will be impl, where requinches in isand.
be used for cent and recoide and shalfield demonn the minimatch pans wie examples b
8 inches requ
11 inches re
4 inches requs (Type A), ginches requi
ng Plans\CQAP\F
25
m for layer ty during thel calibrationber of requirll be essenti
es will be colhe following
cre will be cmples collecpling frequeckness verifi
lemented inuired, a minolation laye
cap layer thiovery of 2 ftllow to avoinstration. Th
mum cap layill vary depebelow:
uired for 6-i
quired for 9
uired for 12gravelly sanired for 4.5-i
inal to DEC\Final
thickness ve calibration period and red in situ saal and help
llected for tg frequency:
collected forcted during Pency thereafication.
ndependentlnimum of 6 er) is placed
ickness and . x 2 ft. steelid the edge ahe height of
yer thicknessending on th
inch siderite
9-inch GAC-
-inch layer od and gravelinch layer of
C
OL CQAP_ 8_6_
erification, w period, wilafter consu
amples for tminimize im
thickness ve:
r thickness vPhase 1 meefter will be m
ly for the sainches of sidprior to pla
uniform gral catch pansand shadowf the catch ps in any parthe area and
-amended ch
-amended ch
of topsoil, mlly cobbles f coarse grav
Capping and H
_12.docx
which will ll be reducedultation withthickness mpacts to
erification fo
verification.et thicknessmaintained
nd/siderite derite/sand
acement of a
adation s. The propo
wing effects tpans will be ticular cappcap layer th
hemical isol
hemical isol
medium sand
vels (Type B
Habitat
d for h and
or
s at
and
a
osed that
ping hat is
lation
lation
d, fine
B)
P:\HoneywellAugust 10, 20
In additifor visuadistributof grain scollectedmaterial. The duraspecifiedsignificanequipmeinitiatingby NYSD Parsons atrack cumSection 6
5.3.1.2 An in sitmaterial chemicalsamples verificatianalytica During ffollowin
1. Pvco
l -SYR\446232 - C012
ion, cores wal inspectionted verticallysizes resulti
d away from.
ation of the d for Phase 1nt changes t
ent, or use ofg Phase 1 saDEC.
and Anchormulative vo6.4.
Chem
tu analyticalmixing metl isolation lacollected byion, to prepal program a
full-scale opg frequency
Phase 1: Usinerification, omposite sa
Cap Design\09 Rep
will be collecn and photo y throughoung in signifi
m the pan ed
Phase 1 ope1 detailed into the applicf different c
ampling, wil
r QEA will plume progre
mical Isolat
l program fothods’ consiayer specifiey the contraare composiare describe
erations in sy for CQA:
ng the eightfour compomples will b
ports\9.4 Supportin
ted from widocumenta
ut the sand/icant layers
dges to provi
erations perin Sections 5.cation procecap materialll be implem
prepare anness as well a
tion Layer Q
or GAC willistent abilityed in the desactor during ite samples d below.
situ analytic
in situ samposite samplesbe prepared
ng Plans\CQAP\F
26
ithin the cattion to prov
/GAC layer, of coarser c
ide a represe
iod will be b.3.1.1 and 5.ess, such as cl, additional
mented based
nual construcas capping pr
Quality Ass
l verify and y to achieve sign. The inthe in situ sfor CQA an
cal samples w
ples collectes will be preby collectin
inal to DEC\Final
tch pans folvide visual vand there is
cap materialentative sam
based on me.3.1.2 of thischanges to tCQC/CQA
d on consult
ction summroduction a
surance
reconfirm tthe GAC re
n situ analytsampling pr
nalysis. The
will be prep
ed per acre fepared and tng a 1 ft. x 1
C
OL CQAP_ 8_6_
lowing catcverification ts not signifil. These core
mple of the i
eeting the sas CQAP. If the supply oprocedurestation with
mary reports nd coverage
the onshore equirementstical programrogram for la
details of th
pared and an
for layer thitested for GA1 ft. subsamp
Capping and H
_12.docx
h pan retriethat GAC iscant separates will be in situ cap
ampling critthere are
or placemen, such as re-and accepta
for NYSDEe, as detailed
capping s for the m will utilizayer thicknehe in situ
nalyzed at th
ickness AC contentple from eac
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teria
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. The ch of
P:\HoneywellAugust 10, 20
thsu
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If there aor placemor signifiimpleme Visual obcatch panBased onsand/GAapplicatithus vertbe 100%would re Analysisthe GACrelies onsand. Futhe lab. expectedFollowinCelsius (°sample woff the GThe weig
l -SYR\446232 - C012
he catch panubsamples fr
Phase 2: If twGAC contenthe four in siomposite sa
are significament equipmicant changeented based
bservation ons will be re
n the resultsAC layer at aion rate is letical distribu
%. This will besult if the G
of the colleC composition exposing thull compositThe sample
d GAC particng the sieve °C) to remo
will be weighGAC. The saght of GAC
Cap Design\09 Rep
ns describedfrom two panwo successivt requiremeitu samples cmples will b
ant changes ment, use ofes to the GAon consulta
of the verticecorded (ph from the ca
an applicatioess than thisution cannobe more tha
GAC was no
ected sampleon of each sahe sample toted capping es will be siecles. This sistep, the sam
ove the watehted and plaample will bremoved fr
ports\9.4 Supportin
d in Section ns.
ve sets of comnts, then thcollected pebe prepared
to the GACf different chAC dosage, aation with an
cal distributihotographs) papping field on rate of 0.2 (cap model
ot be visuallyan sufficientot vertically
es will be peample. Theo heat that wcatch pan sa
eved to remoieve step redmples will b
er from the saced in an o
be reweigheom the sam
ng Plans\CQAP\F
27
5.3.1. Each
mposite samhe sampling er acre for la
and tested f
applicationhemical isoladditional innd approval
ion of the Gprior to comdemonstrat
25 pounds/sl areas C2, ILy verified, tht to offset andistributed
erformed ut thermal me
will burn offamples will ove particle duces the sabe placed in sample. Onoven and hed to determ
mple will be u
inal to DEC\Final
h composite
mples analyzfrequency w
ayer thicknefor GAC con
n process, sulation layer n situ GAC al of the scop
GAC in the cmpositing sation, GAC wsquare foot. LWD SMU-he minimumny minor pewithin the
ilizing a theethod develf the GAC wbe placed insizes larger
ample size toan oven an
nce the wateated to appr
mine the quaused with th
C
OL CQAP_ 8_6_
e sample wil
zed during Pwill be decreess verificatintent therea
uch as changmaterial sucanalysis will
pe by NYSDE
cores collectmples for G
will be visibl In areas wh
-2, E3, and Wm GAC overerformance dchemical iso
ermal procesoped for the
without burnn containersr and smalleo be dried an
nd heated to er has been rroximately 5ntity of GAhe area of th
Capping and H
_12.docx
ll consist of
Phase 1 meeteased. Usinion, two after.
ges to the such as in RA l be EC.
ed from theGAC content
le within thhere the GAWBB-East) ardosing ratedegradationolation laye
ss to measure GAC remoning off thes for analysir than the nd heated. 110 degrees
removed the500°C to burC in the sam
he catch pan
Habitat
t the ng
pply E,
e t.
he AC and will
n that er.
re oval e is at
s e rn
mple. n
P:\HoneywellAugust 10, 20
sub-sampAnchor Qwitness t QA procsize and horizontmethodslayer. Htechniquwithin thRed [A-RA-Red tosmall consample. the staintap watevisualizasamples In additiperform capping is in comwill veriachievedmeasuremto witneAnchor Qpercent othat the QEA wil
l -SYR\446232 - C012
ple to determQEA will petest runs.
cedures assocparticle den
tal distributis for quantify
However, a cue will provihe sand/sideRed] and poo K-ferricyantainer, andThe reactio
ning solutionr, air-dried,
ation will becollected fo
ion to aidingCQA activioperations t
mpliance witfy that the r
d through wments. In thss CQC samQEA will coof the total orequired GAll perform th
Cap Design\09 Rep
mine the doeriodically v
ciated with nsity of siderion of siderifying the relchemical staiide a qualitaerite mixturotassium ferranide ratio od the staininon will be alln will be pou, and visualle completed r sand/sider
g in the execties during tto ensure thth the designrequired lay
witnessing 10he event tha
mple collectioollect indepeof CQC samAC and/or sihe following
ports\9.4 Supportin
ose of the GAvisit analytic
in situ siderrite are relatite is anticiplatively low ining technative field vire. Two comricyanide [K
of 3:2. A samng solution wlowed to prured off andly inspectedon a subsam
rite thicknes
cution of ththe calibrati
hat the instaln requireme
yer thicknes0 to 15 perceat, or duringons, or if anendent CQA
mples utiliziniderite contg tasks:
ng Plans\CQAP\F
28
AC in the lacal laborator
rite content tively simila
pated. Therelevels of sidique has beeisual metho
mmonly usedK-ferricyanidmple of sandwill be adderoceed for fivd the sand/si to verify th
mple from apss verificatio
e in situ anaion period allation and cents. As pars for the cheent of the cog those peri
n additional A samples atng catch panent and dist
inal to DEC\Final
ayer (in pouries being u
will also bear to sand; te are no comderite withinen developed for verifyid carbonatede]) will be
d/siderite mad so as to cove minutes iderite will bhe presence pproximatelon.
alytical progas well as thcompositionrt of the CQemical isolaontractor’s cods when, Averificationt an intervalns or other stribution ha
C
OL CQAP_ 8_6_
nds per squaused for GAC
e implementtherefore, unmmercially an the placeded and demoing the pres staining agused in solu
aterial will bompletely saat room tembe rinsed thof siderite. ly 25 to 50 p
gram, Anchoroughout al
n of the ameQA program,ation layer hcollection ofAnchor QEAn is warrantel between 1suitable metave been ach
Capping and H
_12.docx
are foot). C analysis to
ted. The graniform available d sand/siderionstrated. Tsence of sideents (Alizarution at an be placed inaturate the mperature, thhoroughly w
This percent of th
or QEA willll subsequenended mater Anchor QE
has been f CQC A is unavailaed in the fie0 and 15 thods. To vehieved, Anch
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o
ain
ite The erite rin
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hen with
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P:\HoneywellAugust 10, 20
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5.3.2 As part oprotectiorequiremrequiremprotectiogravel orhas beensamples terosion pindividurequiredbe collecfollowin
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crfo
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l -SYR\446232 - C012
Monitor landummary rep
Perform deskPeriodically
QEA will aly reports pre
Erosion
of the CQC pon and habitments. In soments and, thon layer ranr gravelly con placed (i.e.to documenprotection laal lifts), the
d layer thickcted for thicg frequency
Phase 1: EighPhase 2: If twriteria requiour in situ sa
ve samplingg will be initcoarse graveed for the cherosion prot
Cap Design\09 Rep
d-based cap ports for conktop reviewconduct visu
lso provide tepared for N
Protection
program, Patat layers of
ome places, therefore, a s
nges in materobble in nea., not after in
nt that the reayer, after econtractor
kness has beekness verifi
y:
ht in situ samwo successivirements, thamples per a
g will be imptiated for ea
el type B, anhemical isolection layer
ports\9.4 Supportin
material minformance ws of laboratoual observat
the CQA daNYSDEC.
n Layer and
arsons will cf the engineethe habitat sseparate erorial type fro
arshore areasndividual lifequired laye
each complewill collect en achievedication for th
mples per acve sets of samhen the sampacre for thic
plemented inach substratend gravely colation layer r placement
ng Plans\CQAP\F
29
ixing operatwith operatiory resultstions of mat
ata to be inco
d Habitat
confirm thatered cap aresubstrate me
osion protectom sand or fs. After eacfts), the coner thicknessete habitat la
in situ catchd. During fuhe erosion p
cre will be cmples collecpling frequeckness verifi
ndependente type, i.e., tobble. Phaseplacement, .
inal to DEC\Final
tions, instruion paramet
terials
orporated in
Layer Verif
t the installae in compliaeets the erostion layer isfine gravel inch complete ntractor will has been acayer has beeh pan sampl
ull-scale opeprotection an
collected forcted during Pency thereafication.
tly for each topsoil, finee 1 samplingtherefore is
C
OL CQAP_ 8_6_
ment readiners
nto the annu
ification
ation of the ance with thsion protects not requiren deeper waerosion pro
l collect in schieved. Simen placed (i.les to documrations, in snd habitat l
r thickness vPhase 1 meefter will be m
substrate lae gravel, coag for mediums not require
Capping and H
_12.docx
ngs, and dat
ual construc
erosion he design tion ed. The eroater to coarsotection layesitu catch pamilar to the e., not after
ment that thsitu samples layers at the
verification.et thicknessmaintained
ayer. Phase 1arse gravel m sand will ed for
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a
ction
sion se er an
r he
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s at
1
be
P:\HoneywellAugust 10, 20
Once thebe perforSection 4thicknesdocumenhow thes The CQAprotectioerosion p
• W• P
v• T
As part osurvey bthe CQCdescribedmeasuremmaterial incorpor
5.3.3 For the cthe Finalapplicatiamendmduring fuconsideradjacent
l -SYR\446232 - C012
e final habitrmed by the4.2. The poss measuremnt that the cse tools will
A program won and habitprotection la
Witness 10 toPeriodically
erification pTrack placed
of the CQA oat to obser
C post-cap bad in Sectionments for thvolumes for
rated into th
Capping
chemical isol Design andion rates wil
ment applicatull scale opered complete
wetlands w
Cap Design\09 Rep
tat layer hase contractorst-cap verifi
ments of the cap has beenl be used in
will include tat layers ofayer has bee
o 15 percencollect randpurposes if d
d material vo
program, Arve the post-athymetric
n 4.2. Anchohickness verr the habita
he annual co
g Completi
olation layerd Tables 2 thll be demontion rates anerations, as pe within a g
when the fol
ports\9.4 Supportin
s been placedr using the sication survchemical iso
n installed invarious area
activities thf the cap. Toen achieved
t of CQC cadom CQA sadeemed necolumes
nchor QEA -capping CQsurveys usinor QEA willrification puat layer. Anonstruction s
ion Metrics
r, achievemehrough 8 of
nstrated thrond the collecpreviously d
given area (sulowing crite
ng Plans\CQAP\F
30
d, post-cap vame surveyieys will be uolation, erosn accordancas are provid
hat will verio verify the , Anchor QE
atch pan samamples and messary
will periodQC surveys. ng the same l periodicall
urposes, if dechor QEA wsummary re
s
ent of speciff Appendix Fough precisection and andescribed. Tuch as a CMeria are met
inal to DEC\Final
verificationing methodused in conjsion protect
ce with the Fded in Secti
ify the instarequired lay
QEA will perf
mples collectmeasuremen
dically be ab In additionCQA surve
ly collect raneemed necewill also proeports prepa
fied thickneF of the Finae control andnalysis of caThe chemicaMU or cap la
:
C
OL CQAP_ 8_6_
n bathymetris and spacinjunction wittion, and haFinal Designon 5.3.3.
llation of thyer thickneform the fol
ted nts for thick
oard the conn, Anchor Qeying methondom CQA ssary, and tr
ovide the CQared for NYS
ess (as shownal Design) and monitorin
atch pans (oral isolation layer) within
Capping and H
_12.docx
ic surveys wng describedth layer bitat layers
n. Details on
he erosion ss for the llowing task
kness
ntractor’s QEA will verods and spac
samples andrack placed
QA data to bSDEC.
n in Table 4nd amendm
ng of r other meanlayer will be
n the lake an
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will d in
to n
ks:
rify cing d
be
4.2 of ment
ns) e nd
P:\HoneywellAugust 10, 20
• Tingr
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In the evwithin thareas tha For the ewill be dphysical
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l -SYR\446232 - C012
The sand/sidn situ thicknreater of the
The sand/GAn situ thicknreater of the
The GAC appmeasuremen
an samples, 0 percent or
The siderite aased slurry he applicatiohe design tan all samples
vent that thehe toleranceat are not in
erosion protdemonstrate
samples tak
The remainine.g., for a speast approxi
Any contiguopercent of t
ion, achievetrated by sur
Cap Design\09 Rep
erite layer mness measure design targ
AC layer minness measure design targplication dots based on and the app
r greater of application measuremenon rates witrget. In adds.
e specified les specified compliance
tection and hd by verifyi
ken within a
ng measuremecified habimately 16.2ous area notthe CMU.
ment of therveying of th
ports\9.4 Supportin
minimum thements, andget thicknesnimum thickements, andget thicknes
ose(s) have bGAC mass aplication dothe design tdose(s) havents based on
thin the remdition, a qua
layer thicknabove, addite with the c
habitat layeing that thica CMU, with
ments are 90itat layer thi2 inches). t meeting th
e specified fihe post-cap
ng Plans\CQAP\F
31
hickness hasd the remainss. kness has bed the remainss. been met in application ses within t
target. e been met n siderite m
maining meaalitative ana
ness or amentional materriteria.
rs, achievemckness requih the follow
0 percent orickness of 1
he minimum
inal habitat placement
inal to DEC\Final
s been met ining measur
een met in aning measur
at least 90 pdose monitothe remainin
in at least 9ass applicati
asurements aalysis indicat
ndment contrial will be p
ment of specirements are
wing addition
r greater of t8 inches, ea
m thickness c
elevation obsurface. Th
C
OL CQAP_ 8_6_
n at least 90rements are
at least 90 perements are
percent of thoring and anng measurem
0 percent ofion dose moare 90 percetes the prese
tent are not placed over
cified designe met by 90 nal requirem
the design tach sample m
cannot repr
bjectives wihe target pos
Capping and H
_12.docx
0 percent of 90 percent
ercent of th90 percent
he nalysis of caments are
f the shore-onitoring anent or greateence of side
achieved the deficien
n thicknessepercent of t
ments:
arget thicknmust achieve
resent more
ill be st-capping
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the or
he or
atch
nd er of rite
nt
es the
ness e at
than
P:\HoneywellAugust 10, 20
elevationhabitat m Achievemplacemen The thicadvance measuremthicknesextent ofintervalsverify th As statedbathymeand spacand adjacwithin th Areas wi
• Bdthat1
Areas wi
• Ttoto1
l -SYR\446232 - C012
n and allowamodules.
ment of latent bathymet
kness of eacof placemenments for eas. Measuremf the CMU as. The data chat the place
d previouslyetric surveyscing describecent wetlanhe limitation
ithin the lak
Based on habesign arounhe cap desigt least 90 pe0 percent ofithin the lak
The toleranco -1 ft. Therolerance of +.5 ft. in the
Cap Design\09 Rep
able varianc
eral extent otric surveys
ch layer of pnt of the subach layer wiment locatioand the posicollected wi
ed thickness
y, once the fs will be pered in Section
nds when surns specified
ke with post
bitat and laknd the targetgn elevationercent of thef the area. ke with post
e specified irefore, the c+1 to -1 ft. iremaining 1
ports\9.4 Supportin
ces were dev
of capping w.
placed cap mbsequent layill be at a freons will be rition relativill be used b
ses comply w
final habitat rformed by tn 4.2. Capprveys confir
d below.
t-capping w
ke surface art elevationss will be mee area, and w
t-capping w
in the designcap design ein at least 9010 percent o
ng Plans\CQAP\F
32
veloped in th
will be demo
material willyer. Once inequency of randomly see to other sa
by the CQC with establis
layer has bethe contract
ping will be rm required
ater depths
rea considerfor these sh
et in these awill be with
ater depths
n around thelevations w0 percent of of the area.
inal to DEC\Final
he Final De
onstrated thr
l be verified n full scale ofour measurelected, conample locatiand CQA te
shed design
een placed, tor using thconsidered
d post-cap el
less than 2 f
rations, the thallow areas reas with a in +0 to -1.5
between 2 a
he target elevwill be met inf the area, an
C
OL CQAP_ 8_6_
sign based o
rough pre- a
(as describeoperations, trements perstrained onlions to avoideams to docucriteria.
post-cap vee same survcomplete w
levations hav
ft.
tolerance spis +0 to -1 ftolerance of5 ft. in the r
and 7 ft.
vations for tn these areand will be w
Capping and H
_12.docx
on the targe
and post-
ed previouslthe number
r acre for layly by the latd closely spaument and
erification veying methwithin the lak
ve been met
pecified in thft. Thereforf +0 to -1 ft.
remaining
these areas is with a
within +1 to
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ods ke t
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is +1
-
P:\HoneywellAugust 10, 20
All other
• Tar1 oin
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In waterelevationmeasuremcapping-bathymethat coulto determNYSDECmultiple NYSDEC In waterthickneslayer thialignmenareas. PoResults wsignifican
l -SYR\446232 - C012
r lake areas
The tolerancreas where fft. Therefof +1 to -1 ft.n the remaint wetlands
Based on habarget elevatieveloped w
habitat consiwith a tolera
1 to -1 ft. in
r depths less n goals will ments descr-only portioetry survey tld impact pomine whethC approval. CMUs basi
C approval.
r depths greas measuremcknesses arent with whaost-capping will be revient differenc
Cap Design\09 Rep
e specified ifinal elevati
ore, the cap . in at least 9ning 10 perc
bitat consideions for thesith the expeiderations. Tnce of +0.5
n the remain
than 7 ft., abe determinribed in Sectns of these athat form thost capping b
her revisionsCompliances. Evaluatio
ater than 7 fments describ
e achieved aat was assumbathymetry
ewed as partces from the
ports\9.4 Supportin
in the designions are lessdesign eleva90 percent ocent of the a
erations, these areas is +0ectation of sTherefore, thto -0.5 ft. in
ning 10 perc
as well as inned by comption 5.3.2. Pareas to iden
he basis for tbathymetry
s to predictee with final on based on
ft., complianbed in Sectioand that capmed in the dy will also bt of the QA/ final cap el
ng Plans\CQAP\F
33
n around th critical basations will bof the surfacarea.
e tolerance s0.5 to -0.5 ftome variabihe cap design at least 90cent of the a
n the connecparing the dPre-cappingntify potentthe design. y will be evaed post-capp
elevation cconsiderati
nce will be eons 5.3.1 an
p material ovdesign to estibe measured/QC procedulevations an
inal to DEC\Final
he target eleved on habitabe met in thce area, and
specified in ft. Target eleility and micgn elevationpercent of t
area.
cted wetlanddesign elevatg bathymetrytial differencSignificant
aluated in coping elevatioriteria will bon of multip
evaluated prnd 5.3.2 to vever-placemeimate post-c and documures to deterticipated in
C
OL CQAP_ 8_6_
vations for tat considera
hese areas wiwill be with
the design aevations in tcro-topogra
n will be metthe area, and
ds, compliantions to the y will also bces from thedifferences
onsultation wons are reqube evaluatedple CMUs w
rimarily baserify that ments are in gcapping elev
mented in thermine whetthe design.
Capping and H
_12.docx
these deepwations is +1 tith a toleranhin +2 to -2
around the these areas w
aphy based ot in these ard will be wi
nce with thebathymetry
be measurede 2005 in bathymewith NYSD
uired, subjecd on a CMU
will be subje
sed on cap minimum capgeneral vations in these areas.
ther there ar If significa
Habitat
water to -nce ft.
were on reas ithin
ese y d in
etry EC t to
U or ct to
p
hese
re ant
P:\HoneywellAugust 10, 20
differencbathymeconsultatexpectaticonsider Post cappsurveys wdesign asreviewedanomaliesignificanfrom theevaluatioallow furconsultat In the evdose is nbe perforthicknesalternatigravel lathe origihalf the dmeasuremwith this In the evstep-out layer repfor the e
l -SYR\446232 - C012
ces are identetry measuretion with Nions will be
ration of mu
ping bathymwill be useds detailed abd in consultaes in the posntly deeper
e minimum on such as rerther evaluation with N
vent that comnot verified, rmed in thes. These steve means cayers). The s
inal locationdistance to tments wouls average.
vent that stesampling is
presented byntire area. A
Cap Design\09 Rep
tified based ements, the
NYSDEC. Ev evaluated o
ultiple CMU
metry will bd to verify cobove. In addation with Nst-capping bthan anticiprequired thieviewing caation. Corre
NYSDEC.
mpliance ofadditional m vicinity of
ep-out sampan effectivelstep-out sam
n half the disthe edge of ld be compa
ep-out samps not feasibley the non-coAdditional m
ports\9.4 Supportin
on considerneed for ad
valuation of on a CMU os will be sub
be measured ompliance wdition, post-NYSDEC as bathymetry,pated, whicickness. If a
ap placemenective measu
f the appropmaterial wildiscrete me
ples will onlyly collect a rmpling woulstance to ththe placed l
ared to the r
pling validatee, additionalompliant memeasuremen
ng Plans\CQAP\F
34
ration of capdditional evaf final elevatr multiple Cbject to NYS
in all cappewith final ca-capping batpart of the
, or areas whh may indicanomalies o
nt records orures will be
priate layer tll be placed easurementsy be possiblrepresentatild consist ofe nearest salayer. The mequired thic
es the originl material weasurement(nts will be c
inal to DEC\Final
p thickness aluation or ations and coCMUs basis.SDEC appro
ed areas. Poap elevation thymetry mQA/QC prohere post-cacate that ther suspect arer collecting cimplemente
thickness oror additiona that did no
le for layers ive sample (f four additimple locatio
mathematicackness, and
nal measurewill be placed
(s) as necessconducted w
C
OL CQAP_ 8_6_
measuremeactions will nsistency w Evaluation
oval.
ost-capping brequiremen
measurementogram to ideapping bathye cap thickneas are idencores will bed as approp
r amendmenal “step-out”ot indicate ad
where a cori.e., sand anonal measuron that is inal average ocompliance
ement, or in d within thesary to achiewithin the ar
Capping and H
_12.docx
nts and finabe evaluate
with design n based on
bathymetrynts per the ts will be ntify potentymetry is
ness deviatedntified, furthe completedpriate in
nt applicatio” sampling mdequate re or other
nd possibly frements aro
n complianceof all five e reevaluated
areas wheree portion ofeve compliarea of re-wo
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al ed in
y
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on may
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d
e f the nce ork
P:\HoneywellAugust 10, 20
and will complian The CQCto the us The duradredge aplaced asproductierosion pcoordinacapping capping
5.4 H
As part ospecificainspectioInstallatiroutine oinspectioappropri
l -SYR\446232 - C012
be compilednce accordin
C/CQA procse of catch p
ation betwerea will varys close as praon rate of thprotection oate closely wcompletion operations.
Habitat Ver
of the CQC pations as detaon of vendorion of plantson-site inspeons of the pliate species h
Cap Design\09 Rep
d with the rng to the sta
cedures for tpans, survey
en completiy dependingacticable to he equipmenover the chewith NYSDE
metrics for
rification
program, coailed in the r certificates and structuection by thlant deliveryhave been p
ports\9.4 Supportin
results of allatistical proc
thin layer castakes, and/
ion of dredgg on specificactive drednt. The intemical isolat
EC during caeach layer h
ompliance wHabitat Ads, data sheetures as per t
he contractoy and installplaced withi
ng Plans\CQAP\F
35
l other meascedure discu
apping verif/or push cor
ging in an arc site condit
dging areas, went of the cation in a timapping operahave been a
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39
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APPENDIX A BARRIER WALL MONITORING SOP
PARSONS
P:\Honeywell -SYR\446232 - Cap Design\09 Reports\9.4 Supporting Plans\CQAP\Final to DEC\Barrier Wall Monitoring SOP_Final.docx August 10, 2012
1
BARRIER WALL MONITORING
PROCEDURES:
Restrictions associated with dredging/excavating and capping in front of the Willis/Semet, West, and East Walls have been specified in several design documents as follows:
• Willis/Semet Wall - The loading restrictions are presented in Reference 1, and Section 4.4.5 and Figure 4.27 of Reference 2 (see Attachment 1).
• West Wall - The loading restrictions are presented in Drawings 4 through 8 of Reference 3 and Figure 1 from Reference 4 (see Attachment 2).
• East Wall – The sequential dredging/excavation and capping requirement are presented in Drawings 444184-100-C-003 through 006 of Reference 5 and Section 5.2.7 of Reference 2 (see Attachment 3).
In addition to these restrictions, instrumentation has been installed to monitor the walls during dredging/excavating and capping activities. This Standard Operating Procedure (SOP) specifies the monitoring frequencies for the piezometers, inclinometers, and survey monitoring points for each of these walls.
If the readings are considered to be acceptable, dredging/excavating and capping will proceed as planned. If the readings indicate movement or groundwater levels that are potentially an issue, the following contingency measures will be considered in consultation with the NYSDEC:
• Perform additional monitoring and further evaluate the situation. • Ensure that all monitoring equipment is working properly and replace components if
they are found to be defective. • Visually inspect the ground for any signs of cracks or bulges in the vicinity of the
sheet pile wall, CSX railroad, and pipelines, as applicable. • Suspend outboard dredging/excavation, backfill the excavated area to the design
grade, and/or reduce loads behind the sheet pile wall. • Should excessive movement rate continue after the outboard area has been backfilled,
implement additional measures (e.g., construction of a toe-buttress soil berm against outboard side of sheet pile), as needed.
FREQUENCY:
1) Before Dredging (to be completed as part of wall construction) a. Willis/Semet Walls (MRCE)
i. Inclinometer and DMP (deformation monitoring points) – take two sets of readings after completion of tieback construction but prior to dredge support construction.
ii. Piezometers – continue collecting data on a monthly basis.
PARSONS
P:\Honeywell -SYR\446232 - Cap Design\09 Reports\9.4 Supporting Plans\CQAP\Final to DEC\Barrier Wall Monitoring SOP_Final.docx August 10, 2012
2
b. East and West Walls (Geosyntec) i. Baseline
1. Manual Inclinometers – take two readings one or two weeks apart. 2. Five Dataloggers (for SAAs and Piezometers) – download data
weekly for at least two weeks. 3. Prepare summary of baseline readings.
ii. Maintenance Monitoring and Inspection 1. Manual Inclinometers – take readings on a quarterly basis. 2. Five Dataloggers – download data bi-weekly.
iii. Two Weeks Prior to Dredging (only applies to instruments that are within the zone that will be influenced by the dredging/capping within a two week period [i.e., areas where dredging/capping has started but has not been completed and areas within 20 ft of active dredging/capping])
1. Manual Inclinometers – take one reading. 2. Five Dataloggers – download once per week. 3. Survey tops of inclinometer casings and the sheet pile wall to
establish a baseline. 4. Establish monitoring points every 30 ft along the top of the sheet
pile wall, ignoring points that are within 5 ft of inclinometer casings.
2) During Dredging and Capping a. Willis/Semet Walls (MRCE)
i. Within 100 ft or more from the sheet pile wall 1. DMPs and Inclinometers – read monthly for first three months of
shoreline support activities and quarterly thereafter. 2. Piezometers – read monthly.
ii. Within 100 ft of the sheet pile wall 1. DMPs and Inclinometers – read weekly. 2. Piezometers – read weekly. 3. Perform weekly visual inspections of sheet pile tilt, ground cracks,
wale distress, etc. b. West Wall (Geosyntec)
i. Outboard excavation/dredging will start within 20 ft of an inclinometer location (i.e., 20 ft as measured along the wall alignment). The excavation will not be extended further away from the inclinometer until the monitoring results indicate the wall is stable, as directed by Geosyntec. Excavation in front of the wall shall be backfilled immediately if determined by the Engineer to be necessary based on monitoring results.
PARSONS
P:\Honeywell -SYR\446232 - Cap Design\09 Reports\9.4 Supporting Plans\CQAP\Final to DEC\Barrier Wall Monitoring SOP_Final.docx August 10, 2012
3
ii. Initially, monitor manual inclinometers and download dataloggers daily
for the applicable instruments (i.e., instruments within the zone of influence of the dredging and capping). The data will be reviewed daily by Geosyntec. As appropriate based on an evaluation of the data, Geosyntec will adjust the monitoring frequency.
iii. Survey monitoring points and inclinometer casings within the zone of influence of the dredging and capping twice a week during the first week and then decrease to weekly. As appropriate based on an evaluation of the data, Geosyntec will adjust the surveying frequency.
iv. Perform visual inspections of sheet pile tilt, ground cracks, etc. when monitoring manual instruments.
c. East Wall (sequential dredging/capping in phases) (Geosyntec) i. During capping and dredging in a given phase, monitor manual
inclinometers and download dataloggers daily for the applicable instruments. The data will be reviewed daily by Geosyntec.
ii. After capping is complete in a given phase, monitor manual instruments twice a week and download dataloggers daily for the applicable instruments. Within two weeks of completion of capping in a given phase, the manual monitoring and downloading of dataloggers will decrease to weekly and twice a week, respectively. As appropriate based on a review of the data, Geosyntec will adjust the monitoring frequency.
iii. Survey monitoring points and inclinometer casings within the zone of influence of the dredging and capping twice a week until capping of the phase is complete. The frequency can then be decreased to once a week. As appropriate based on a review of the data, Geosyntec will adjust the surveying frequency.
iv. Perform visual inspections of sheet pile tilt, ground cracks, etc. when monitoring manual instruments.
3) After Capping
a. Willis/Semet Walls (MRCE) i. DMPs, Inclinometers, and Piezometers –In deep water areas, perform a
visual inspection at least once a year. In addition, perform at least one set of readings a year (i.e., piezometers, DMPs, and inclinometers) after no movement is detected. Thereafter, perform readings once every two years unless field observations indicate that more frequent readings are justified. In areas where naturalized shoreline currently exists, or is established during capping operations, post capping monitoring is not required.
b. East and West Walls – TBD by Geosyntec based on observations during dredging and capping.
PARSONS
P:\Honeywell -SYR\446232 - Cap Design\09 Reports\9.4 Supporting Plans\CQAP\Final to DEC\Barrier Wall Monitoring SOP_Final.docx August 10, 2012
4
SITE SPECIFIC REFERENCE DOCUMENTS:
Final Design Report for the Willis Ave./Semet Tar Beds Sites IRM prepared by O’Brien & Gere Engineers, Parsons, and Mueser Rutledge Consulting Engineers (MRCE) for Honeywell, May 2008.
Onondaga Lake Capping, Dredging, Habitat and Profundal Zone (Sediment Management Unit 8) Final Design prepared by Parsons and Anchor QEA for Honeywell, March 2012.
West Wall Portion of the Wastebed B/Harbor Brook IRM Final Design Report prepared by O’Brien & Gere Engineers, Parsons, and Geosyntec for Honeywell, November 2009.
Memorandum titled “Re-Evaluation of the Stability of West Wall Section adjacent to the East Flume Area, Onondaga Lake WB-B/HB IRM, Syracuse and Geddes, NY” dated May 14, 2012.
East Wall Portion of the Wastebed B/Harbor Brook IRM Final Design Report prepared by O’Brien & Gere Engineers, Parsons, and Geosyntec for Honeywell, June 2011.
PARSONS
P:\Honeywell -SYR\446232 - Cap Design\09 Reports\9.4 Supporting Plans\CQAP\Final to DEC\Barrier Wall Monitoring SOP_Final.docx August 10, 2012
ATTACHMENT 1
WILLIS/SEMET WALL - THE LOADING RESTRICTIONS
ONONDAGA LAKE CAPPING,
DREDGING, HABITAT AND PROFUNDAL ZONE
(SEDIMENT MANAGEMENT UNIT 8)
FINAL DESIGN
Prepared For:
301 Plainfield Road, Suite 330
Syracuse, New York 13212
Prepared By:
Parsons
301 Plainfield Road, Suite 350
Syracuse, New York 13212
Phone: (315) 451-9560
Fax: (315) 451-9570
290 Elwood Davis Road, Suite 318
Liverpool, NY 13088
MARCH 2012
ONONDAGA LAKE CAPPING, DREDGING,
HABITAT AND PROFUNDAL ZONE (SMU 8)
FINAL DESIGN
Parsons
P:\Honeywell -SYR\446232 - Cap Design\09 Reports\9.3 Final Design Report\Final to DEC\Text\Final Text 3-5-12.docx
March 5, 2012
4-37
4.4.5 Shoreline Support
The capping activities for Onondaga Lake will require areas adjacent to the lake to support
them. The areas include support for hydraulic capping, mechanical capping, debris management
and personnel. The shoreline support layout for Onondaga Lake capping activities for
Remediation Areas C, D, and E is presented in Figure 4.27. The shoreline support layout for
Remediation Areas A and B, scheduled for remediation in 2014, will be located on Wastebeds
1-8 near the outlet of Ninemile Creek. Shoreline activities for these areas will have similar
support requirements, and will be coordinated with shoreline remediation activities in this area as
the work progresses.
The hydraulic capping activities to take place in the lake will require an area for equipment
and materials on shore. The designed area for the hydraulic capping support in Remediation
Areas C, D, E, and the Outboard Area are located on Wastebed B, east of the temporary office
trailers for the IRM barrier wall construction. Granular earthen materials and amendments will
be mixed with water and pumped as a slurry out to the capping barge(s) in this area. The
equipment on the shore will consist of a makeup water pump, a sand feed system, an amendment
feed system (s), a slurry mix tank and cap slurry mix pump, as detailed below in Section 4.5.
During years when the required cap materials placement exceeds one hydraulic operation, a
second shore system will be added to increase the amount of hydraulic cap that can be placed.
Earthen material will be stockpiled around the feed system to ensure that capping operations
have the required materials for the multiple layers of the cap.
The mechanical capping, and debris removal support area will be located along the Willis
IRM barrier wall. The support area will include a pile supported concrete pad to support the
equipment along the wall due to the limitations of the loadings on the wall. The barrier wall
limitations are detailed in the Willis Portion of the Willis Avenue/Semet Tar Bed Sites IRM
Remedial Action Work Plan (Parsons 2008a) and summarized on Figure 4.27. Details of the
sheet pile anchorage and concrete work platform can be found in the Willis Ave./Semet Tar Beds
IRM Sheet Pile Anchorage Final Design (Parsons 2011). The concrete pad will support loading
operations for coarse-grained capping materials such as gravely cobble, as well as equipment to
unload scows containing debris removed to facilitate capping and dredging operations. The
concrete pad will be located along the wall where the current water depth is approximately 15 ft.,
and no dredging activities are proposed to take place. The equipment support pad adjacent to the
wall will include a concrete platform attached on the land side that will allow for trucks to bring
materials or remove debris. The hydraulic transport pipe that will be used to transport dredged
materials will be buried in this area to facilitate the required trucking activities.
Due to the load limitations on the Willis sheetpile wall, the stockpile for the earthen material
will be located away from the wall. A floating conveyor or alternative method will be used to
load the required coarse-grained capping material supply barges with coarse cap materials when
the loading platform described above is not available.
Personnel access for lake dredge and cap operations will be by a personnel dock located
adjacent to barge loading and unloading operations along the wall. The dock will be constructed
with floats in the water and will be sufficient to tie off work and crew watercraft.
GENERAL SUPPORT AREA
600 psf limit
100 psf within 25’ of barrier wall
100 psf within 15’ of barrier wall
Coarse Material Stockpile
Cap Slurry & DebrisOffloading Areas
FIGURE 4.27
301 Plainfield Rd, Suite 350, Syracuse, NY, 13212, Phone 315-451-9560
Onondaga LakeSyracuse, New York
PARSONS
P:\Honeywell -SYR\446232 - Cap Design\09 Reports\9.4 Supporting Plans\CQAP\Final to DEC\Barrier Wall Monitoring SOP_Final.docx August 10, 2012
ATTACHMENT 2
WEST WALL - THE LOADING RESTRICTIONS
45
PARSONS
P:\Honeywell -SYR\446232 - Cap Design\09 Reports\9.4 Supporting Plans\CQAP\Final to DEC\Barrier Wall Monitoring SOP_Final.docx August 10, 2012
ATTACHMENT 3
EAST WALL – THE SEQUENTIAL DREDGING/EXCAVATION AND CAPPING REQUIREMENT
ONONDAGA LAKE CAPPING,
DREDGING, HABITAT AND PROFUNDAL ZONE
(SEDIMENT MANAGEMENT UNIT 8)
FINAL DESIGN
Prepared For:
301 Plainfield Road, Suite 330
Syracuse, New York 13212
Prepared By:
Parsons
301 Plainfield Road, Suite 350
Syracuse, New York 13212
Phone: (315) 451-9560
Fax: (315) 451-9570
290 Elwood Davis Road, Suite 318
Liverpool, NY 13088
MARCH 2012
ONONDAGA LAKE CAPPING, DREDGING,
HABITAT AND PROFUNDAL ZONE (SMU 8)
FINAL DESIGN
Parsons
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March 5, 2012
5-7
Geotechnical stability evaluations were completed to evaluate seismic stability of the ILWD,
as detailed in Appendix H. In addition to seismic stability, the stability evaluations also included
evaluations of static stability during dredging/capping as required in the ROD and Statement of
Work. These stability evaluations concluded that the ILWD is stable following the removal
described above and no additional removal is required to meet static or seismic stability goals
listed in Section 5.1.
5.2.5 Remediation Area E
Dredging to a target elevation to achieve post-cap water bathymetry for designed habitat
modules and navigational considerations will be completed along the shoreline areas in
Remediation Area E, as shown in Figures 4.22 through 4.24. Sufficient dredging will be
completed up to the shoreline in the northern portion of Remediation Area E to ensure placement
of the full-thickness cap all the way to the shoreline. As a result, the removal prism will extend
inland of the shoreline in order to accommodate suitable dredge cut slopes.
In the area south and immediately north of Onondaga Creek, three active rail lines are
located immediately adjacent to the shoreline. Two of these lines are operated by CSX, while the
third is operated by Susquehanna. Geotechnical analysis indicates that dredging within
approximately 150 ft. of the shoreline could result in an unacceptable factor of safety for the
shoreline and rail line stability. Therefore, detailed dredging and capping prisms have not been
developed for the area within 150 ft. from shoreline along this portion of Remediation Area E.
An appropriate approach for this area that is environmentally protective and does not negatively
impact the stability of the rail lines will be developed as an addendum to the final design.
Table 5.1 includes a maximum estimated dredging volume from this area to ensure that the total
dredge volume is not underestimated.
The channel depth at the mouth of Onondaga Creek must be sufficient to accommodate
commercial boat traffic that uses Onondaga Creek and the Inner Harbor. Therefore, the proposed
approach in this area is to dredge to a sufficient depth to allow cap placement while maintaining
minimum required navigational depths as provided by the NYSCC.
5.2.6 Remediation Area F
The area requiring remediation in Remediation Area F consists of two small areas totaling
less than one acre. The water depth is sufficient in these areas such that dredging prior to capping
is not required.
5.2.7 Wastebed B/Harbor Brook Outboard Area
The minimum area and depth of material requiring removal in the WBB/HB Outboard Area
in order to achieve the desired habitat was developed in Section 4.3.5.3. In addition, hot spot
dredging will be completed in the Outboard Area. The hot spot criteria and method for
developing the hot spot dredging areas and volumes is consistent with the hot spot methodology
described above for Remediation Area D.
The Outboard Area consists of vegetated wetland and upland soils. As discussed in
Section 5.2.1, the vegetation within the wetland and the upland soils present a challenge for
hydraulic dredging and sediment management. Upland soils present a challenge for a hydraulic
dredge due to the potential for dredge pump cavitating when the pump does not have enough
ONONDAGA LAKE CAPPING, DREDGING,
HABITAT AND PROFUNDAL ZONE (SMU 8)
FINAL DESIGN
Parsons
P:\Honeywell -SYR\446232 - Cap Design\09 Reports\9.3 Final Design Report\Final to DEC\Text\Final Text 3-5-12.docx
March 5, 2012
5-8
water to mix with the soils. Therefore, a portion of the vegetation and upland soils will be
removed prior to hydraulic dredging and managed on the WBB/HB site. It is estimated that
approximately 35,000 CY of vegetative material and upland soils may be removed to facilitate
conditions for the proposed hydraulic removal. Removed upland soils from the Wastebed B
Outboard Area will be managed consistent with the comprehensive site management plan being
developed for Wastebed B.
The East Wall IRM sheetpile east of Harbor Brook has a limitation due to potential stability
concerns with dredging adjacent to the steel sheet pile. Geotechnical evaluations indicate that in
the zone that is within 100 ft. outboard of the sheets, the work needs to be done in smaller
increments in order to maintain stability along the sheets, as documented in the East Wall Portion
of the Wastebed B/Harbor Brook IRM Design Report (Parsons, Geosyntec and OBG, June
2011). Therefore, the dredging and capping will be sequenced such that than no more than
80 linear ft. of sheeting will be exposed at any one time during dredging and capping. The 80 ft.
is measured at the bottom of the dredge cut, with side slopes of 5h:1v or steeper. The sequential
dredge sequence and cross sections are shown on Figure 5.3. The sequential dredge design will
allow the hydraulic dredge to work its way from the Outboard Area into the 100 ft. restricted
zone while dredging a path 80 ft. wide or less. Once the dredge width has been completed from
the Outboard Area to the sheets, the cap will be constructed, and the dredging and capping
operation will move into the next adjacent area. This sequence of dredge and then cap will
progress along the restricted area.
The area outboard of the 100-ft. restricted zone will be dredged in coordination with the
sequential excavation, but does not have any dredge restrictions. The final sequencing will be
determined during construction and will take into consideration the Harbor Brook reconstruction.
Flows in Harbor Brook may be diverted around the dredge cut through the new cap area, or may
be bypass-pumped around the channel area.
Excavations outboard of both the West Wall and East Wall will require monitoring of the
barrier wall as specified in the final design reports for the West Wall and East Wall. As noted in
the West Wall design, excavation outboard of the sheet pile wall would start within 20 ft. from
the locations of inclinometers and would not be extended farther away from the inclinometers
until the monitoring results indicate the wall is stable, as directed by Geosyntec. The excavation
in front of the wall would be backfilled immediately if the monitoring results indicate that the
performance of the wall is not as predicted. As indicated in the East Wall Design, the excavation
in front of the wall will be done sequentially (i.e., a defined area will be dredged and backfilled
prior to proceeding to the next defined area). Therefore, the 20-ft. restriction described for the
West Wall is not applicable to the East Wall. Additional details regarding the required wall
monitoring during implementation of the lake remedy will be provided in the CQAP.
5.3 DREDGING OPERATIONS AND EQUIPMENT
This section provides an overview of anticipated dredging equipment and operations, which
have been developed taking into consideration input from the selected dredge contractor
(Sevenson Environmental). This section also summarizes the anticipated dredging production
rates, interaction with shoreline remediation, emissions monitoring and management, and quality
control measures. Details regarding the silt curtains that will be used during dredging are
provided in Section 8.
APPENDIX B FIELD CHANGE FORM
Onondaga Lake Field Change Form
Field Change Form Number: Click here to enter text. Originator: Click here to enter text. Date: Click here to enter a date.
Field Change Form No. X Page 1 of 1
Field Design Change:
Work Element: Click here to enter text.
Construction Manager: Click here to enter text.
Contractor: Click here to enter text.
You are hereby authorized and instructed to complete the following modifications to the approved
Final Design:
Approval/Acceptance:
Design Engineer
(Parsons): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
Owner
(Honeywell): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
Agency
Representative
(NYSDEC): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
Distribution:
(list recipients here)
APPENDIX C DMU COMPLETION FORM
Onondaga Lake Dredge Management Unit (DMU) Completion Form
DMU Completion Form Number: Click here to enter text. Originator: Click here to enter text. DMU Designation: Click here to enter text. Date: Click here to enter a date.
DMU Completion Form No. X Page 1 of 1
General DMU Information:
Remediation Area (RA): Click here to enter text.
Size of DMU (acres): Click here to enter text.
Date dredging was initiated: Click here to enter a date.
Date dredging was completed: Click here to enter a date.
Comments:
Attachments:
Approval/Acceptance:
Project Engineer
(Parsons): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
CQA Manager
(Anchor QEA): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
Lake Program
Manager
(Honeywell): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
Agency Field
Representative
(NYSDEC): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
Distribution:
(list recipients here)
APPENDIX D CMU COMPLETION FORM
Onondaga Lake Cap Management Unit (CMU) Completion Form
CMU Completion Form Number: Click here to enter text. Originator: Click here to enter text. CMU Designation: Click here to enter text. Date: Click here to enter a date.
CMU Completion Form No. X Page 1 of 1
General CMU Information:
Remediation Area (RA): Click here to enter text.
Size of CMU (acres): Click here to enter text.
Date capping was initiated: Click here to enter a date.
Date capping was completed: Click here to enter a date.
Comments:
Attachments:
Approval/Acceptance:
Project Engineer
(Parsons): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
CQA Manager
(Anchor QEA): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
Lake Program
Manager
(Honeywell): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
Agency Field
Representative
(NYSDEC): Name: _______________ Signature: ________________________
Date: ________________________ Time: ___________________________
Distribution:
(list recipients here)