objekto

Sutarties Nr,
Specialiqiq sqlygq
I
priedas
VI KLAIPEDOS VALSTYBINIO JURU UOSTO DIREKCIJA
TVIRTINU
Vf Klaipedos valstybinio jiirq uosto
direkcijos infrastruktriros direktorius
Algirdas Kamarauskas
JURU UOSTO sraunnvro rR PrETrNro
yBA) rR DALTES KURSTU NBRTJOS
Sr,arro
ARENGIMO IR,,KLAIPEDOS VALSTYBINIO
ilt
S)R
POVEIKIO
BOS..
APLINKAI
TECHNINE UZDUOTIS NR"
2015_......_
Klaipeda
Pagrindines s4vokos:
BangolauZis
-
Nr. 2100 2020 9012
vandens uosto statinys, saugantis uost4 nuo bangq.
Siaurinio bangolauZio unikalus
(adresas: Vetros g. Klaipeda); pietinio bangolauZio
unikalus Nr. 2100 2020 B0t5
(adresas: Smiltynes g. Klaipeda).
Kursiq nerijos Slaito
povandeninio Slaito stabiluma.
tvirtinimas:
statinys arba irenginys, kurio funkcija uZtikrinti Kursiq rLerijos
nys Kur5iq mariq Siaurineje dalyje, kurio pagrindine
iojantis Lietuvos Respublikoje (privalomas visie,ms
uosto direkcija.
(statyb
osto iiaurinio
ir pietinio bangolauiiry rekonstra'vinnas
o jur4
tv
ir
pasira
ir pie
statyb
uosto iiqurinio
pietinio bangolauiit4
irtinimas,, projektavimo ir statybos darbai.
vino
auiit1
kirno
I.IVADAS
objekto
Kuriiq
r::;:",ini;ll*ro;i:,:::l#;:i,:;;; :i;i,i:
projektiniq pasiulymq pu."ngi_o
i. ,,
Ltosto
,l
pie
pietinitl
ir platinimo),
inimo bei
iios
TTT
skvririe
ngolttuiit4
,poveikio
n
Detaliau uZduotys aprasytos III skyriuje
,,uZdaviniai ir atsakomybe,,.
Tiekejas tures pasiriipint{ veftimu lietuviq l<albos
II. PATEIKIAMI ISEITIES DOKUMENTAI
ISeities duomenys,
uZduotyje:
i
kuriuos reikia atsiZvelgti, teikiant paslaugas, numatytas
Sioje technirreje
kos instituto parengti Klaipedos valstybinio jDrq uosto
m.
aipedos valstybinio jr)rq irosto Kur5iq nerijos Sla.ito
imo rlokumentai, 2015 m.
Klaipedos valstybinio jiirq uosto pietinio ir
nimo dokum entai, 2015 m.
edos valstybinio
sia'ri'io
jury uosto l4ivybos kanalo gilinirno ir
pedos valstybinio
SGD terminalo
jiirq
ir
uosto lair,ybos kanalo gilininno
auk5to slegio dujotiekio
kranLte
askaita, 2012 m.
os valstybinio jDrq uosto haujojo i5orinio
iplaukos
5 iki 15,5 m gylio atrankos del poveikio aplinkai
- ICoMos
ataskaita.
Atsakomosios stebdsenos misijos, vykusios 2015 m.
sausio
lg-22 d. Kursiq nerijoje,
,/
o ,,Klaipedos
jurq uosto lair,ybos kanalo
.valstybinio
geologiniq
tyrimq ataskaitb, 2010 m.
Siaurines ddlies inZinerinio geologinio
U teritorijos
- Lietuvos geologijos tarnybos parengla Klaipedos
valstybinio jurq uosto teritorijos pietines dalies
inZinerinio geologinio kartografavimo M t,sttoo
ataskaita, 2009 m.
s uosto iplaukos rekonstrukcijos projekto geologiniq
m.
s uosto iplaukos rekonstrirkcijos projekto geolo55iniq
m.
as prie
tos, 1999^Klaipedos
m.
uosto iplaukos rekonstmkr:ijos
Klaipedos jlrq uosto ipfaukos kanalo ir SiaLurines
projektas, 1998 m,
4
os uosto varfq rekonstruftcijos projektas (pirminio
s
m,
osto vartq rekonstrukcijos projekto poveikio aplirrkai
- Frederic R. Hanis B. v. parengtas Klaipedos uosto
iplaukos rekonstntkcijos projektas (galutine
ataskaita), 1999 m.
- Klaipedos valstybinio jlry uosto pietinio bangolauZio
specialiosios apZi{ros ataskaitos ir technirriai
pasai.
-
Klaipedos valstybinio
techniniai pasai.
j[rq
uosto Siaurinio bangolauZio specialiosigs apZiuros ataskaitos
ir
Batimetriniq
- Klaipedos va
2015
m.
tiekejas:
uAB
akovu suderintas ribas.
015 m'
,,Geteli
monitoringo ataskailos,
Anglq kalba pateikiami dokumentai, kuriuos, esant poreikiui,
i lietuviq kalf4 issiverdia pats paslaugq
-
Japonijos tarptautinio bendradarbiavimo agentDros
parengta uosto flletros projekto Lietuvos
Respublikoje studija, 2004 m.
ra5as.
2000.
- wL Delft Hydraulics Klaipeda Port, Lithuania Additional
three dimensiQnal physical model
1ests.
Tiekejas privalo vadovautis sutartimi, LR teises
aktais, taip patjq n{ujausiais pakeitimais ir
nais, EAU 2012 rekom acijomis. tere;ui
Tiekejui privalomi ir visi sutarties wkrilymo me1 naujai priinrti
i"1i:'j]#:i.;"::y,:g:?,,TtT
teises
aktai, jeigu jie susijg su iro rro.lekto
igyvendinimu.
p;;i";;;"ri .i,#"J;rilffifi:xl"
III. UZDAVINIAI IR ATSAKOMYBB
sutarti
optimal
kurios gali tapti biiti
Pagal
ieskodamas
toliau detaliai i5vardintas uZduotis, jomis neapsiribodarnas,
ikalui, atlikdamas ir papildomas pagridtai numatomas uZduotis,
ingai jvykdyti siffasraugq sutarri.
3
Tikslai
Atlikti
jutq uosto lairybos kanalo naviga[iniq
uosto laivybos kanalo krypti ir parametrus.
Klaipedos. valstybinio
nustat5rti Klaipedos valstybinio
jlrq
s4lygq tyrimusi ir
Naujam lairybos kanalui atlikti hidrodinamini modeliavim4 ir nustat5rti
Klaipedos valsfybinio jiirq
uosto vartq (pietinio ir Siaurinio bangolauZiq) planing padeti,
geometrii4 i,r
fi"ii,ninu.rl klnsmrtini
sprendini,
Remiantis Kursiq nerijos povandeninio Slaito stabilumo skaidiavimais
ir liitais duomenimis, nustiflrti
Kur5iq nerijos Slaito sutvirtinimo vietas iki pK2g.
jlrq uosto pietinio ir Siaurinio bangolauZilq rekonstravimo (sta.tybos)
tvirtinimo projektinius pasiiilymus ir kt. i5eities dfromenis, reikalingusriokiq
lstybinio
dalie
statiniq
ir
Uiduoties apimtis
1.1. Esamos situacijos analiz6:
1'1'1' Meteorologiniq,
hidrologinil,
_hidrografiniq salygq Klaitriddos uoste anali:26 ir
apibendrinimas' Surinkti meteorologinius, hidrologiniu"s
ir hicirograilnius auorrlenis, kurie bus reikalingi
modeliavimui atlikti ir projektui parengti. Atlikti $iq-duomenra
u"ufr"9 ir,;;;Fkiui,
atlikti papilclornris
tyrimus.
l,l
"2.
InLineriniq
geolo gini g
tyrim q afl ikim as.
1.1.2.1. Atlikti planuojamos teritorijos geologiniq s4lygq
cha
1.1.2.2. Vadovaujantis STR 1.04.02: 2011
,]nhjneriniai
fyr1mrai,,,
parengti projektiniq inZineriniq geologiniq
Wrimu p.,s.urnu. ia sud
tarnyba ir
inZinerinius geologinius ryrimus ui#l#:.
ataskait4:
indZiamas
inZineriniq
darbq
aip 12
niame
iniu koloniniu brldu gr
a. tarp pK13 ir pK2g.
zondavimo (CPT) bandymai. Gauti rezultatai patei
suvestindse lentelese;
1.1.2'2.3, vadovaujantis Lietuvos standaftu LST
,,Eurokodas 7, Geotechninis projektavimas (1 ir 2
inZineriniam geologiniam sluoksniui IGS. Laborator
nus,
ISO
EN
lggT-I:2005
- LST EN
lggT-2:2007
::i{,i:"ilfff:"i::::,^13,11'_:ffii?[3,ffi:.;,ff1H"iil,,1,1T;.";;illi;
LL2.2.5. nustatlti agresyvum4 metalui ir betonui;
l'I'2'2'6' grgZimo darbq metu neaptikus ri5liq (molingq) gruntq, vien4
$rgZini i5grgZti
kuriame br)tq pasiekta risliq (molingq) gruntq storymd,
r.; ' j '
lsigilinani i:+ o,
-.t
iki
gylio,
l'1'2'2'7, bandymus, nurodytus 1.1.2.2.3,1.1.2.2.4 ir 1.L2.2.5 punktuose]
atlikti laboratorijoje.
l'1'3' Geofiziniq tyrimrl interpretacija. Atlikti geofiziniq tyrimq archy'yines medZiagos
anali,,zE ir
esamq geofiziniq duomenq interpretacij4, sudaryti teritoiijos geodin
nini mod{li, nurodant kotiruoiarLdius
inZinerinius geologinius sluoksnir s,
.1r1- inzinr.in", g"oiogiies ir ridrogeolqgines s4lygas bei fizines
mechanines sar.ybes.
l'2'Laivybos s4lygq tyrimai ir nau.io i5orinio laivybos kanalo krypties
nustatymas.
1'2'1' fvertinanttai, kad i5orinis laivybos kanalas bus gilinamas iki
17,5 im gylio, o vidinis lairlrbos
kanalas iki 17,0 m g.yl]-o, atlikti navigaciniq s4lygq i5oriniame"lair.ybos
kanale ii Klaipedos uosto vzrftuose
tyrimus, isanalizuoti. iSorinio iplaukos tu-nato purukimo galimybes (laivq
vedlines asies trajektorijos
pakeitim4) ir nusta'tyti optimali4
iplaukos kanalo krypti, nuroiint klekvieno lpiuurfor tunalo krypties keitimo
varianto privalumus ir tr[kumus, analizuojant Sias situacijas:
1.2.1.1. esam4 situacij4,
l'2'l'2' Klai
n1 uosto laivybos kanalo maksimalaus gilinimo ir platinimo
galimybiq pletros pl
, kai Klaipedos valstybinio jiirq uosfo iplaukos kanalo tr;ryptis
keidiama 10"-12. iisi
lo a5ies;
l '2'l '3. ne maliaukaip 2 naujus
iplaukos kanalo krypties keitimo variantuts.
1'2'2' Nustat5rti optimalq iplaukos kanalo ploti i5orineje dalyje (uZ
uostp vartq), uosto vartuLose ir
vidinio lairybos kanalo ploti iki pK2 g.
l'2'3'Parengti Klaipedos valstybinio.jtirq uosto naujo laivybos kanalo ridu
schem+ ir j4 suclerinti
Uosto kapitono tarnyba.
l'2'4'
Atsizvelgiant
i
naujo i5orinio lailybos kanalo krypti
navigaciniq Zenklq perkelim4 (i5dest m4).
ir parametrjus,
su
numat5rti vedlinrjs bei
Kur5iq nerijos braito tvirtinimo vietq ir parametrq nustatymas.
Remiantis inZineriniq geologiniq tyrimq duomenimis atlikti
stabilumo skaidiavimus ir, atsiZvelgiani parengta Klaipeclos
vals
i
maksimalaus gilinimo ir platinimo galirnybiq pletros plan4, naui4
Klai
lairybos kanalo ribq schem4 ir ivertinant tai, kad viiinis' laivybos k
praplatinant, patikslinti, kuriuos Kur5iq nerijos priekrantes ruoius
Siaurineje Klaipedos uosto dalyje iki pX:2g
reikes tvirtinti povandenine stabilizuojandia sienute, o kur bus galima
formuoti ,ratu.alq Slait4, norint .victini
laivybos kanal4 i5gilinti iki 17,0 m pagal nauj4 laivytos kanalo
iltinirno ir platinimo ribq schem4.
1'4' ApibendlT^. visa surinkt4 medLiag4 ir prie5 tai min6tuose pun(tuose
gaut4 inf'orrnLacij4
irvadovaujantis EAU 2012, srR 1.04.b1:200s,nsamq statiniq fyrimai66
ir
kf. Lietuvos Respublikoje
galiojaniiais istatymais, statybos techniniais reglamentais ir nor
natyviniafs dokumentais ivertinti
pietinio ir xiaurinio bangolauziq statinio techning bukrg i.
uiiiil.if sU metu galiojanrtiems
;"
normafyviniams ir techniniams dokumentarns.
1.3.
1'5. Parengti Klaip6dos valstybinio jurq uosto pietinio
.
(statybos) ir dalies Kursirl nerijos staito tvirtinimo projlktinius
bangotauzitr
ir Kiaurinio
bari golauZiq rekonstravimo
pasiiilymus.
1.5. L
alternatyvry
l
(statybos)
!:'0,i,!:?,u:;:",,##,,lfi';",W"{o;",::;",;,,,:; o::,ii;,';i
ft
jiirq
Slaito
5.1.1, parengti Klaipedos valstybinio
ir Kur5iq nerijos Siaurines
dalies
virno
nariq
riliio
ibirs.
ybrls,
trinno
l'5'l'2' Alternatyvq sprendiniai turi biiti projektuojami
taip, kad ateityje biitq galima
vystlrti isorinio
'i
uosto pletr4 prie Siaurinio bangolauZio siaurineje ktaipeaos
uosto daryje
;
1'5'1'3' rengiant Alternatyvas ivertinti, kad pietinio bangolauZio Saknies
padetis nekeidiama;
t/)
l'5'I'4'
1.5.1.4. rengiant Alternatyvas
koncepcijos
sprendinius;
atsiZvelgti iKlaipedos valstybinio- jurq
pietiniq vartq tec,hnines
-'-f -' r'
J--1 uolto
Klaipddos valstybinio jDrq frosto lairybos kanalas bus
l'l i;i,-l'j::11t-1lj:TlWas,ivertinti,.kad
ir.plallngas dviem etapais: I etape planuojama pasukti
kanal4,
iii gi linti
|"1:l_llT?t,gilinamas
iplaukos
isorini ipraulos r.unuia Li
mt'o*o'#iili;rJii,'"ii"'ffi1ffJ:'ffit"n{?li*:T,:ffiitJ'i]Iili
-----'--'"
'*''J
!7,5
laivybos kanal4 iki PK26 isgilinti lti ti,o m gyli; ir praplatinti pagalnaujai'
raivybc,s karnaro
i1'#*n,1""+,1,:1]"nfilu_,i:*tl,ij'-'_l'-,T;9.,t
,ry6,11
flloruj'nti
i tr praplatinti uidinl
"pugui
luivybos
kanalq
iuo ",,31i,i,r",.*to
pi*o ,ffrirur.iimo rato GK:26) iki
[illT,,lllYl:l*,T:^"
,Sgli_
Kiaules
Nugaros salos (lpK877;
1.5.I.7. numat;zti galimus Alternatyvos
igyv
galima pradeti objekto statybos ir laivybos tanato git
- l'5,1'8' rengianl; Alternatyvas, jq sprendiniai turi bDti projektuojami tokfe, kad nebtitq pablogintos
laivybos s4lvgos lairybos kanale, o butq uztikrintos geresnes
hi;yr;"; ,;ii;;;,"ilr".";. situacijoje;
1'5'1'9' rengiant Alternatyvas, jq sprendiniai turi brti projektuojami tokie,
kad erozijaneturetq itakos
Kur5iq nerijos krantams ties Baltijos juia;
_
1"5,1.10. rengiant Alternatyvas
ivertinti galimas pasekmes gamtines aplin\os komponentams ir tokiq
pasekmiq prevencijos, kompensavimo arba maZinimo prilmones;
1.5.1.1 1 , projektuojant
Alternatyrq
-nauj sprendinius ivertinti galimybes pandudoti esam4 bangoltauZiq
konstrukffv q b angolauLi q statyb ai pagal
4 p lanin g padeti
;
tureti
Kursi
sprendiniams igyvendinti
1.5.1.12. ivertinti visas kitas aplinkybes, kurios gali
konstrukciniam sprendiniui (teritoriiq pianavimo dokumenlus,
1.5.1.13. kiekvienos Alternatyvos
diai ir
t.);
zI;
1.5.1.14. apskaidiuoti kiekvienos Alternatyvos preriminari4 orientacing
igy{rendinimo kain4.
I'5.2' Palyginti ir pasiulyti prioritetines Alternatyvas, atliekant palyginamSq
anatizg:
odinamini modeli, kurio rezulriatq ir duomenq palcatritq
pagristi. Modelis turi ivertinti $angq, druskingo varrderns
erijos ir Baltijos juros kranfq erozijos klausimus (ais
1.5.2.3.
Atlikti
esqmos
situaciios ir
Alternatyvoms modeliav i mo darbus
ne
maiiau kaip6 planinitl-fronstrukciniq sprendini4
;
l'5.2.3.1. Projektavimo parametrry @angu
,rdory*o, ir analize;
rekonstrukctjai, duomenry bazes
ir
sroviq), reikaring4
statybai
/
- Vejo ir bangq tyrimai Baltijos priekrantes Lietuvos teritoriniuose
vandeny$e;
- tekmiq struktiiros tyrimai Baltijos priekrantes Lietuvos teritoriniuos"
uurrdlnur".
L5.2,3.2. Bangt1 sklaidos modeliavimas uosto
ne maiiau kaip ieiioms Alternatyvoms (ne ma\iau ka
me
-
Baltijos priekrantes (Lietuvos teritoriniai
iva
(esant stipriems pV,
:iir"-i?1'J:lr:,::T;
b
- bangq sklaidos modeliavimas uosto
vidineje akvatorijoje visoms alternatyvoms
situacij oj e, esant ivairioms meteorologinems s4lygoms
i
- bangq parametrq analizd uosto vidineji akvatorijoje (navigaciniame
kanale
ivairiomis meteorologinemis s4lygomis, lyginant visas alternatlrvas su e.umu situacija.
ir
ir
esamoje
prie krantiniq)
I'5'2'3.3' Baltiio_s priekrantes (Lietuvos teritoriniai vandenys), Klaipehos sqsiaurio ir iicturines
Kuriiry mariry dalies hidrodinaminis moderiavimas esamoie sitiac'ijoje fu
*oznu kaip irziioms
lln,
Alternatyvoms (ne maiiau kaip 7 situacijos):
- Vandens apykaitos sqlygq tarp jriros ir Kursiq mariq (Klaipedos s4siaurio pralaidumo) anelize
lyginant visas alternatyvas su esama situacija, kai s4siauriu teka
ivairiq dydZiq il krypdiq debitai, ivertinant
pietinius uosto vaftus;
- hidrodina.miniq pokydiq analize manevravimo zonose,
prie juros
krantiniq bei Kursiq nerijos kranto lyginant visas alternatyvas su
hidrometeorologinemis s4lygomis (s4siauriu tekant
ivairiems; debitams bei
vejams).
1'5'2'3'4' Baltijos priekrantes (Lietuvos teritoriniai vandenys) nesmenD pernaios
ir ne maiiau kaip ieiioms' Alternatyvoms (ne maziau kaip 7 tilui"ijo4;
esamoie situaciioje
modelicrvitnqs
e barigolauZiq galvq ir ipl.aukos
rololinemis s4lygomis (pud iant
maZiausiai 20 km pakrante! ruoZe (i Siaurg ir pietus
i
keltos PV, V ir SV stipriq veJe ir vidutiniams me,tamr,
a
stipriem
(ne5menq
ant visas
SV
- iplaukos kanalo kasmetiniq gilinimo apimdiq
1'5'2,3'5. Krantotvarkos priemoniq tailrymo juros
situacijoje ir ne maiiau kaip ieiioms Alternatyvoms.
ituacija, ivair.iomis
metams;
tiniams metarns.
ir Kuriit| mariq lcrafte modeliavimas
es.Tmoie
l'5'2'4. Parengti- su.stambint4 galimq aplinkosauginirl ir ekonominiq p{sekmiq, laivybos sqlygq,
statybos darbq technologijos, eksploatacijos s4lygq
lu.ilitrirna kiekvienos nagrinetos Alternatyros
igyvendinimo atveju,
L5.2'6. Numatyti reikalingq navigaciniq priemoniq
irerrgim4 / perkelim4 ir patekim4 prie jq.
l'5'2'7 ' AtsiZvelgti iKlaipedos valstybinio j[rq uosto direkcijos ir Uosto k{pitono tarnybos
pastabas,
kurios gali buti pateiktos tiekejui per vis4 paslaugq teikimo laikotarpi.
obj
spr.endZiami
apribojimai, jeigu tokiq butq
l'5'2'8' Pasiulyti
tadijas, kad b[tq
dokumentq, aplin
anoma igyvendint
L5.2.9. Esant poreikiui, atliekant poveikio
projektiniq pasiulymq sprendinius ir atliktus pakeitimu
etaoais, kol bus
prioritetine altematyva
isines aplinkos s4lygoti
l, 5.3. Gauti specialiuosius architektiirinius rei
Rezuhatai
Ataskaitos su
prista[4os KVJUD technines tarybos posedyjE ir po 2 ataskaitq by,lq
,i5vadomis
egzempliorius lietuviq kalba ir po 1 egz. skaitmenineje laikmencrje pIjF format" prtbil.ti
Uisakovui.
,7
Paslaugry trukme_
s parengti per 3
menesiud
nuo sutarties pasira5y,mo
Tikslai
Atlikti poveikio aplinkai vertinim4
vertinim4 TINESCO Pasaulio paveldo at|vilgiu,
iiorinio ir vidinio laivybos kanalo tobulinimo
rekonstravimo (statybos), dalies Kuriiry nerijos
galimybiq,
PaslaugU ribos:
Poveikio aplinkai vertinimas tures biiti atliek
Kursiq
trims p
;ii'#;:1ff.':;
II statybos etapas - dambos ir marinos bei
atliekant Klaipedos valstybinio jiirq uosto laivybos k
Paslaugu etapai
o
o
o
o
o
Poveikio aplinkai vertinimo programos parengimas.
Tiriamieji darbai.
Poveikio aplinkai vertinimo ataskaitos parengirnas.
Visuomenes informavimas ir poveikio aplinkai vertinimo dokumentu derinimas.
Technines uZduoties gilinimo darbq projektui parengimas ir sudeririimas
su Uosto direkciia.
Uiduoties apimtis
2.1. Parengti poveikio aplinkai vertinimo (toliau _
pA\t) program4:
. 2'L1' Programa luri nustatyti: nagrinejamas alternatyvas, veftinamus aplinkos komponentuLs;
vertinamus kultDros paveldo komponentus, iemiantis Kur5iq nerijos
isrr.i.ti"e.-{is'uotines vertes aprasu;
poveikio visuomends sveikatai vertinimo aspektus; PAV ataskaitos
turin! ir dagrinejamus klausirnus;
tiriamqjq darbq apimtis; metodus, taikomus poveikiui
aplinkai ir paveldui progngzuoti, jo svarbai nustalyti ir
ivertinti, ir kt. inform aaii4pagarpAV istatyme nustatJztus reir<aravimus,
2'l'2' Yisuomends informavimas apie paringt4 PAV programa
Aphlrkos ministerijos n'statl4a
tvarka,
2' 1'3' PAV programos derinimas ir tvirtinimas
atsakingose institucijose.
2'2' Atlikti privalomuosius tiriamuosius darbus, jeigu
sie fyrimai
nrage) kranto ruoZq
s;
nebprvo
aflikti 1 uzduotyje:
ir uosto pietines dalies
Kurr5iq
ertinim4;
darbq rajonais blsiribojandiose Naturrn 2000
2.3. Parengti poveikio aplinkai vertinimo ataskaita:
ines dalis:
ir
apraiiymas, iSskiriant rfuHng
tris pagrindines
apus; informacija apie v[et4 (saugomos teritorilos,
z.J.t.Z. veiktq igyvendinimo technologinio
tvarkymas ir kt.);
2.3.l.4. poveikio visuomends sveikatai vertinima:
?1I5 poveikio paveldui verrinim4 trNESCo pusaurio paverdo atLvngiu;
2.3.1.6. monitoring4;
2.3.1.7 . alternatyvq analizes apraiym4 ir kt"
duomenis.
ataskaitoje
rurl buti
oull rssKl
isskirti ir iverrinti sie aktualus aspektai:
uc turi
i"l:*:**":.:ertinimo
2.3.2.1.
Planuojamos veiklos poveikis ,,Natura 2000* ir
kitoms
saugomoms teritorij oms;
"rtilbj; ;plinkoje esand;ioms
2'3 '2'2' planuojarnos veiklos poveikis IJNESCO
Pasaulio paveldo status4 tlrrindiai vietovei Kuriiiu
nerijai;
ili
statytus reikalavimus.
,rir^rilrfj^iil"ulfll
PAV ataskait4 pristatvti Uosto direkcijos technines talrybos
pos6dyje ir
s;auti
2'5' organizuoti visuomen6s supaiindinima su PAV
ataskaita ir a(titti poveikio aplirnkai
vertinimo dokumentr; derinimo procediiras pagal
PAV lstafyme nustatytus reillalavimus.
2'6'Pagal poveikio aplinkai vertinimo sprendinius,
esant poreikiui, patikslinti projektini's
pasitrlymus.
q
10
Rezultatai
l
IKSIAI
Konsultuoti Uisakov4 siekiant uZtikrinti, kad TDP biitr4 rengiamas
kokybigkai ir laiku,
Uiduoties apimtis_
3.1. Dalyvauti vidiniuose ir isoriniuose projekto susitikimuose.
.kompetencii4,
turds deleguoti kompetentingus speciaristus su projekto
i
i
3.2.
ruolating konsultavimo pagalbauZs
duomenq
ir
3.3.
katenrlnrino
pateiktus, klausimus ir
'^
;:
juos ra5tu
'""" ^'o'* lateikti UZsakovui per
5
I
Rezultatai
UZsakovui teikiama nuolatine proj ekto konsultavimo pagalba.
Paslaugl! trukme
IV. KITIREIKALAVIMAI
visus triikstamus duomenis, kurie reikalingi kokybibkiems Alternatyvri
sprendiniams parinkti,
modeliavimui atlikti ir projektiniams pasi[lymams
iur"ngti, iadiau kuriq nepatelks UZsakovas, parengia
Tiekejas.
Tiekejas tures parengti i5samias nagrinejamq Altematyvq
ir parengtq projektiniq pasiDlvmq
ir esant poreikiui jas pristatyti T;hn;ei tarybai, Uosto tarybai ir
I alba Pletojimo tarybai. lii
paslauga neitraukta bendr4 paslaugq atlikimo
i
termin4.
prezentacijas
Lt
v. SALYGOS
VI KVruD Pletros ir
akvatorijos
direktorius
prieZiuros deparramento
(para5as)
Vidmantas Pauk5te
(data)
VI KVruD uosto kapitonas
(para5as)
Adomas Alekna
(data)
VI KVJUD Statybos ir j<sploatacijos
d"purtu,n",rto';ii;;;ir{*"'"
(para5as)
Gediminas Zumaras
(data)
VI KVruD Pletros skyri
(paraSas)
Algimantas Kungys
(data)
Lus
vir5ininkas
/Tr ans I ali on fr om Lit hu ani an/
Contract No.
Annex 1
of Speciil Conditions
SE KLAIPEDA STATE SEAPO]RT
AUTHORIT+
APPROVED ... .....,.,.1..,
tor
e Sf:aport Authority
GeireraL
Algirdas Kamarauskas
TECHNICAL TASK NO.
OF THE PREPARATION OF PROJE
,,RECONSTRUCTION (CONSTRUCITIO
BREAKWATERS AND REINFORCEME
SLOPE'' AND THE PERFORMANCE OF
OF THE PROJECT "IMPROVEMTTNT (
OUTER AND INNER SHIPPING CHANN
REINFORCEMENT OF A PART OF
CONSTR.UCTION OF THE SOUTHERN GATES OF THE PORT''
2015
Klaipeda
Main definitions:
protects the port from waries. The unique number
Vetros Str. Klaipeda);
The southern gate of the port _ a
Lagoon, whose main function is preventive environ
STR - construction technical regulatio
participants)
Customer
- the state enterprise Klaipe
Reconstruction
(construc
Klaipeda State Seaport and reinforcement of a part
Project - design and construction wo
the northern and southern breala.uaters of KlaipOda
Curonian Spit slope"
Contractor - the winner esta
contract on the performa.nce of design and
(construction) ofthe northern and siuthern
a part of the Curonian Spit slope', in accordance with
the Contractor's Agreement) will be signed.
Object
Technical specifications _ a docume
By this
I.IN'TORDUCTION
technical
Customer) purchases the
(construction) of the north
thl
unique number of fte
2
l'
To prepare project proposals on the recon_struction
(construction) ofthe northern and southern
of Klaipeda State seaport and the reinforcemenf
oi a pu.t of the curonian Spit slope (T.ask
li;uu*uttt'
2. To carty out the environmental rmpact
assessment procedures for projected economic
activities
(Task 2);
projects
ffii#tfiffi1XX??;lfil'icar
and working (or technicar work)
ail in Chapter III ,,Tasks and responsibilities,,.
The Project's construction works will be financed
from the EU structural funds for the perio<l
2014-2020.
ironmental impact assessment the need to cany ou1
context occurs, the provision of these services shall
II. PROVIDED SUBSTANTIATING DOCUMENTS
Substantiating data that must be taken into account
in the provision of setvices specified in
technical task:
thLis
- The feasibility development plan on the maximuand expdnsion of the shippi'g
of the Klaipeda state Seaport prepared by uAB 9lt_g:"g
,,swEco Lietuva,,
and uAB ,,Sweoo
Hidroproj ektas,,, 20 I 4.
- The fe
on the maximum
9l:d_glng and widbning of the shippirrg
channel of the
Lietuvai' and uAB "swec6
Hidroprojektas".
channel
:::3ff*,,'i.rt"t";,tyECo
hern gate of Klaipeda Stat$ Seaport prepared
b,y
of selection of the projeot on reinfbrcement of
d by Coastal Research and planning Institutr:,
- Documentu o"
impact assessment of selection of the project on reinforcement.f
"lY11olmental
the curonian Spit slope of
Klaipeda State Seaport prepared by coastal R.r"u..il
and planning Institute,
20t5.
-
Environmental impact assessment report on the possibilities
of expansion of the shippin,g
ptizs of the nofthern part of Klaipeia
State Seaport prepared by the Lithuanian
channel between PKO and
Energy Institute, 2007.
underwater slope of the Curonian Spit of thrt
I befi,,rreen pKO and pK2g of the northern part
y Institute, 2009.
dredging and expansion ofthe shipping channel
rgy Institute,2010.
d expansion of the shipping channel of Klaipeda
,2077.
/6
3
of
a
- Report on engineering geologic al and,geotechnical
research of the object ,,construction of a part
pipeline befween the planneJ LNd te'ninaiand
th; hi;-h-;;.ssure pipeline onshore,,, 2012.
ll;,t
T3ilT":#T;'tffi:u.i:?::ffiJff,1ffJ:T;t$li:jt;ilf
- Report by the ICoMos reactive monitoring
mission that took place on 19-22 January
the Curonian Spit.
201.5
in
dredging and expansion works
projektas ir Ko',, 2010.
part of Klaipeda State Seaport
:5000 of the southern part of Klaipeda State Seaport
survey of the Klaipeda port entrance channel
ir Ko,, (Volume l: Annex A). 1999.
entrance channel
) in 1999.
peda porl entrance:
s
of the ter:hnical project on dredging of the entrancer
(PK-I7) to pKO prepared by UAn;,Geoprojektar; ir.
the inner channel of the northern part of Klaip€da
'Geopro.jektas ir Ko,', 2009.
of the entrance channel and the northern water of,
rgy Institute, 1999.
ipeda Port,s Gate Reconstruction project prepared
- Klaipeda Poft's Gate Reconstruction Project prepared by Frederic
\. Harris
Report), 1999.
- Special inspection reports and technical passports of the
southern brealtwater
(Firral
of the Klaipeca
State Seaport.
-
B. V.
Special inspection reports and technical passporls
of the northern breakwater of the Klaiperla
State Seaport.
- Bathymetfic measurements data in
and coordinated with the Customer.
accordance with the boundaries provided by the service
provider
- Environmental rnonitoring report of the
Klaipeda State Seaport for 2004-2015.
uo"
,,o.lf,?r1,t];;li.
*o"ns of the northern and soutliern breakwaters of the Klaipeda
porr prepared try
Documents in English, which, if necessary, shall
be translated into the Lithianian language by
service provider:
- survey of the development project of the Seaport
in the Republic of Lithuania prepared by
C ooperation
Japan Internati onal
Agency,' 20
0
4
tlLe
thLe
.
- Description of the universal value of the Curonian
Spit.
on the impact on the assessment of lrNESCo world
Heritage objects
approved by the International Council onMonuments
and Sit"s lrCOnlOS), 201L
- Recommendations
- wL Delft Hydraulics
- WL Delft Hydraulics
- WL Delft Hydraulics
(Appendices), 1998,
Delft Hydraulics
tests,
2';YL
port of Klaipeda full mission
simulation, r996.
Improvement of Klaipeda harbour entrance Feasibility
study, 1998,
Improvement of Klaipeda harbour entrance Feasibility
Study
Klaipeda Port, Lithuania Additional three-dimensionpl
physical model
of Lifhuania as well as the
equirdd to comply with all
the implementation of the
III. TASKS AND RESPONSIBILITIES
4q
According to the contract, the Supplier shall perform
rthe tasks specified below, but not limiteclto,
to find optimal solutions and, if necessary, carrying out reasonably
foreseeable additional tasks
".t5!tgmay be a necessaly
which
precondition for the ,u"."rrrriroilpi"ti- of the
service conffacr.
Goqls
To perform the research of the navigations conditions
of the shipping channel
of the Klaiprjda
State Seaport and establish the direction and
the parameters of the sh ipping channel of the Klaipeda
stat<r
Seaport.
To carry out hydrodynamic simulalion r9r_!lre new stripping
channel and establish the position,
geometry and preliminary structural solution
of Klaipeda s;tati se apo rt gate (southern and nofthrs'r
breakwaters).
Based on the calculations of the stability of the
curonian Spit under.water slope and other data, tc,
determine the slope reinfbrcement places of the"curoniun
pK2g.
spit
rrpto
To prepare the project proposals for the reconstruction (construction)
of the nofthem and southr:rn
breakwaters of the Klaipeda State Seaport and reinforcement
oi a part of the curoilian Spit slop and other
source data necessary to carry out the design
of such structures,
Scope of the tqsk:
1.1" Analysis of the
current situation:
meteorological, hydrological and hydrograplrric
llect meteorological, hydrological and irydrogruphi"
prepare the project. To perform an analysis
ofth.r.
1.1.2. Performance of engineering geological research.
I.l2.1.
chara
.04.02:20
To perform an analysis of the
I.1.2.2.In accordance with STR
1
n.
,,
;
ut
engineering geological survey works. One progra
designed engineering geological boreholes shall
ts;
oratory tests for each enginepring geological layer
the following physical properties of the soil shall
natural moisture, natural humidity, yield humidity;
ve strength, calculating the specific cohesion of thr:
(clavey) soils, odometr]ic compression testrs
ishing the maximum an{ minimum density of
//(
5
l'1'2'2'4' Following LST ISO/TS 17-892-4:2005, granulometric
analysis tests of each engineening
geological layer IGL shall be performed and
the soil shallbe identified in aicordance with LST ISo and
DIN
18196 standards;
|
'L2'2'5 ' The aggressiveness in respect to metal and ooncrete shall be established;
during the boring works no cohesive (clayey) soils will
be found, one borehole shall
be bored to a depth in which a cohimn of cohesive (clayeyj"soil
is reached, penetrating into it
l'r'2'2'6' If
for
meters;
lw,c
l'1'2'2'7' The tests refeffed to in clauses 1.1.2.2.3, 1.1.2.2.4 and
1.1.2.5 shall be carried out in
accredited I aboratories.
To perform an analysis of the archival materials ranrl
a geoclynamic model of the tenitory, indicating
ng geological and hydrogeological condition, ,rnii
Survey of shipping conditions and determining of the direction
of the new shippiing;
"lrunrr"tl'2'
1'2'l' considering the fact that the outer shipping
channel
will be dredged to a depth of
17.5
nL
change of the entrance channel direction while analysing
the following situations:
1.2.1.1. The curent situation:
an on the feasibility of the maximum dredging and
a State Seaport, when the diiection of the entian,ce
0o-72" to the north of the cunent channel axis;
of the dir.ection of the entranbe channel.
|
'2'2' To determine the optimum width of the entrance bhannel in the outer parl (outside the porl
gate) and at the port gate and the width of the internal
shipping channel up to pK2g,
r'2'3' To prepare a scheme on the boundaries of the entrance channel
seaport and coordinate it with the Harbour Master,s office,
of the Klaipeda
StzLte
l'2'4' Given the new direetion and the parameters of the new outer
entrance channel, to provirce
for the transfer of the leacling line and the navigational
signs (arrangement).
1'3' Establishment of the Curonian Spit slope anchor points
and parameters.
expanded, to specifz what coastal stretches of th
Klaipeda up to PK28 must be reinforced with the he
there it will be possible to form a natural slope in ord
in accordance with the scheme on the boundaries of d
1.4. After summarizing of the coll
d
information and following EAU 2012l:04201
"s
applicable laws, building regulations and normati
t'
to assess the technical condition of the structure o
;s
compliance with the existing normative and techni
. 1-5' To prepare-project proposals on the reconstruction (construction) of the northem and
southern breakwaters of Klaipeda State Seaport and
reinforcement of a part of the clronian spit slope.
ves of th,e proiect propoipals on the concept ctf
rt (southern and northbrn brealanaters)-, th'e
re
chann
the
1.5.1.1. To prepare at least 7 Alternatives of
the reconstruction (construction) of the northern and
reinforcement
of a part of the Curonian Spit slope
oposals on
ffiT?ll
y''
6
changing of the southern breakwater is changed
and when the location of both the southern and northem
breakwaters are changed), evaluating the direction
and boundaries of the new shipping channel and taldng
into account the construction technilogy, natural
and operating conditions, and all other circumstancers
which may influence.the-planned poriion of
the breakwaters or structural solutions of the (tenit.rizrl
planning documents, the Curonian S'pit national
values, etc.i;
l'5'l'2' Alternative solutions must be designed in such away so
in the future it would be possible
to perform the developnnent of the outer port
in thJnorthe- p-rt of the Klaipeda Seaport;
1'5'l'3' While. preparing the Alternatives, to
southern breakwater
will
assess whether
be changed;
l'5'l'4' whll: preparing the Alternatives, to consi<ler
southern gate of the Klaipeda State Seaport;
1.5, 1.5,
State Seaport
port
with
l7.0
the position of the root of the
the technical concept solutions of thr:
While preparing
will
be rotated,
dre
?9"
the
lco
t tcr
lg_{rydee and expand the inner
(PKs7);
II,
shil
tnct
l'5'1.6' To anarvse and compare at reast three variants
of prelimina
construction of the southern and northern breakwaters
in the new pranned
structural solution variants of the reconstruction
of the southern and northern
situation, including the reinforcement of the norlhern
slope oiin" cr.onian
rhe
*o
)nl
Spit;
possible
l'5'l'7' To provide possible implementation stages of the Alternatives
to start the works of the consiruction of the iject and the dredging in order it would
shipping channel as soon as possible;
be
and expansion of the
1'5' 1'8' when preparing the Alternatives, their
solutions must be designed !o as not to impede the
shipping conditions in the shipping channel, and to
ensure better shipping tenns than in the curent
situationl
1'5'l'9' when preparing the Alternatives, their solutions must be designed
such that the erosir:n
would not affect the shores of the curonian Spit at the Baltic
sea;
1'5'1'10' when preparing the Alternatives, to assess
the possible
on the natu.al
of the environment rd the measures for prevention, compensation
"onr.{r"n"es
or mitigation of
components
consequences;
such
l'5'l'11' when desigring the solutions
of the Alternatives, to assess the possibilities to use the
current structural elements of the breakwaters for
the construction of the breakwatirs in accordance with
the new planned position;
l'5'l'r2' To consider all the other circumstances which may affect the pfanned
position of the
breakwaters and the designed solutions (tenitorial planning
docrLrments, the curonian Spit national values,
etc.);
1'5'1'13' Forthe implementation of the solutions of each
Alternative, to dJscribe the technology
of the construction works;
1'5'l'14' To calculate the preliminary reference implementation
cost of each Alternative.
I'5'2' To compare and offer priority Alternatives while performing
a compalafive analysis;
To
prepare a repoft on the Alternatives whose hydrodynamic
simrilation will be carried
-- .1'5'2'I'
out' This
repoft must contain textual and graphical information
on the solutions of the Alternatives fo,r
which hydrodynamic simulation will be caried out, as
well as to describe the uAed source data. This
repoft shall be presented in the Technical council
of the Seaport Authority and its approval must bre
obtained' Upon approval of this repoft, to prepare
a hydrodynamic model for those Alternatives.
r'5'2'2' To make at least a 2D hydrodynamic model, the
results and the data of which would br:
sufficient to assess the solutions of the Alternatives.
The model .u.t ur."oin"
iirru", of waves, salt
water inflow into the curonian lagoon, sediments, erosion
of the curonian spit unJ tie Baltic Sea coast
(but not limited to).
1
+
7
I'5'2'3' To perform the simulation work of the <:uruent situation
construction solutions of the Alternative;
aryd
at least 6 plan,ed-
l'5'2'3'1' Development and analysis of the database of the design
parameters (waves and
currents) requiredfor the construction / reconstruction
ofthe breakwaters;
- Wind and waves survey in the Baltic coastal
Lithuanian territorial waters;
- Survey of the currents structures in the Baltic coastalL
Lithuanian tenitorial waters.
1'5'2'3'2' Wave spread simulation in the inner and outer
harbour waters in the curyent situation,,
andfor at least six Alternatives (at least Z situations);
- wave spread simulation of the coastal zone of
the Baltic sea (Lithuanian territorial waters.) in
various meteorological conditions (in case of strong
sw, w and NW winds) for all Alternatives and thr>
current Alternative;
- wave parametric analysis of the outer harbour waters (in
the zones of the new pier area ancl
manoeuvring areas) in different meteorological conditions,
comparing all the Alternatives to the current
situation;
wave spread simulation in the internal waters of the port for
all Alterndtives and in the cument
i
situation, under various meteorological conditions;
- wave parametric analysis
of the inner port waters (in the shipping chdrmel and atthe bertilrs)
under different meteorological conditions, comparing
all the Alternatives to the current situation.
L5'2'3'3
t;;t:":;(":';,
ulation of the Baltic coas't (Lithuanian terriibrial waters), Klaipeda,
e curonian Lagoon in tthe cu*ent situation, and in at teait ,six
- Analysis of the water circulation conditions
between the sea and the curonian Lagoon (Klaipeda
Strait.permeability)
comparing all
the Alternatives to the cunent situation when different sizes
and
directions of flows take prace in the Strait, considerirg
southern port gates;
- Analysis of hydrodynamic changes
,tf:tffJ.?tlnji:lYT:ixi:,T1,:
at the quays and the iuronian Spit compTar
hydrometeorologic conditions
1in case of d
strait and ,irorrg SW, W and NW
winds).
i
I'5'2'3'4' simulation of sediment carriage of the Baltic coast (Lithuania\
territorial waters) in
(at least 7 situations);
the current situation and at least six Alternatives
the
b
differ
storm
"ffiHii
the heads or
ation, under
e of a single
ons \w,E'
w'r
(when
- changes in sediment flow on the sea coast in a coastal'stretch
of at least20km (to the north arLd
south of the port entrance) in a short term (a storm
caused by strong sw, w an{ NW winds), over am
average year, comparing all Alternatives to the
current
sifuation;
- Establishment of the changes of the shoreline comparing
situation, under different hydrometeoiologic conditions (when
an average yeaf;
all the Alterhatives to the current
strons SW, W and NW wind blow). over
- The assessment of the volumes (alluvial sediments)
channel over an average year.
of the annual dre{ging of the
entranc,e
I'5'2'3'5' Simulatio-n of the application of coast arrangement
lneasures on the sea and the
Curonian lagoon coast in the current sination and-at
least for six Alternatives.
1'5'2'4'
shi
implementation
conditions'
d assessment of possible environniental and, economic
ion technology,
aJ ' the operating conditions in case of
ngbyt
ection,
rnative
r
V
I
n measuresi necessary to be implemented in order to
s. To submit prepared prpject proposals with tlLe
TechnLical Council and obtain th. approval of'ttLe
prepare the documentation on the environmental
them.
l'5'2'6' To provide the installation / transfer of the necessary
navigationil tools and an access to
1'5'2'7 ' To take into account the remarks of the
Klaipr:da state Seaport Agthority and the
Master's office that can be given to the Supplier
during the entire period of servibe.
HarbrouLr
start developing the
T:.ffHnHti3li:
l'5'2'9' If necessary, while carrying out the procedures
of the environmental impactassessment,
solutions of the prepared prJ;ect proposurr unJ
.vrzith
.oordinate th.-t-qil"nted
fiJS::|?J|:
TDB,
changes
1'5'3' To receive special architectural requirements
and conditions for the preparation of
th<:
Results
Reports with findings are presented in the meeting
of the KSSA Technical council and 2 copiesr
language and 1 cop-y in the digitar media
the pDF
:jr'l',":T:I#'J"'lJl'"rithuanian
in
meeting
format
of the KSSA Tbchnical Council.
are
T,he
proposals on paper in the Lithuanian langu age and
attachrnents), Text data i4 the digital media are
- in the DWG and pDF fornlats.
Lensth of the service
The beginning of the provi
of the service provided for in this t
submission of the final docume
months from the effective date of the Contract, r-^r...r:.^^ aL^ ---,
propOSalS to
proposals
tO the KSSA Technical
Techninql (1nrr-^it
Council
and
^-r
provided by the Supplier witfrin 3 months from the
Goals
vv,.olr uv.tult uJ u purl oJ [ne Lurontan Spit
slope,
Limits of the service:
The environmental impact assessment shall be carried
out for the followiilg planned economir;
activities:
- Reconstruction
(constru
Seaport and for the reinforcement
,p.rifi.d
in Task
l
and chosen
(fo
11
and southern breala4taters oJ'the Klaipeda sitate
accordance with the Aiternatives
,":'ff :fl:.:rt^ou,tn
up to 17.0 m in depth in
1s of the newly fonned
am and a marine, the formalion of the eastem coasit
rformed before the pK26 dredging works of
th,e
f a dam, a marine and a qlray in Alksnyne (to br:
shipping channel of the Klqipeda State Seaport up
Phases qfthe services
. Preparation of the environmental
impact assessment
lprogram.
. Survey works.
. Preparation ojthe report
on environrnental impact assessment.
' Informing of the public and coordination of the documentation
assessment.
'
on thq environmental impacl,
Preparation of the technical task for the dredging
works project and itg coordination with the
Seaport Authority.
Scope o-f the task
2,1. To prepare an environmentar impact assessment
(hereinaf'ter - ErA) program:
2.1.1,
L.
r, r, The
r ut; program
pr_ogram snall
shall contam:
contain: the r
tmportance
of identiSzing and
requirements of the EIA.
evaluating and ot
2'l'2'lnfotming of the public about the prepared
procedure set forth by the Ministry of Environment.
of the EIA program in accordance with
the
2' 1'3 ' Coordination and approval of the EIA
program at the competent authbrities.
Tu.k 1,2'2'
To perform the compulsory survey work, if these
suryeys have nJt been performed in
o the port gates (Kopgalis .l I Melnrage) and the
part of the port: the coast and underwater slope
2'2'5'The assessment of the visual impact on_the scenery
of the Curonian Spit;
2.2.6. Research
of'birds,
u'us' rrsrl
fish anq
-----e' ur
and naDltat
habiiat m
in the Natura
Natura2000
I
territories borderine the areas of thr:
planned works;
2'2'1'und
2'2'8' rr re
reduce or compens
ological surveys in the areas of the planned works:
ifv for each Aiternative the
c;
"d,;;;p;;;il;;;;;,+.es
in order to avoid,
t0
10
2'2'9' other surveys' if such are required to perforrn the environmentaf
impact
were not performed in Task L
assessment
arLd
2.3. To prepare the environmental impact assessment
report:
2'3.1' The EIA report shalr include the folrowing maj.r
sections:
operations, specifring lbe zerc and three basic
al Alternatives; informlation about the location
ocuments), etc.;
plementalion technological process (construction.
ponents of the environment and the environmentaLl
and physical effects, untlerground, biodiversriry,,
sures aimed
2.3.1.4.
2.3.1.5.
2.3.1,6.
2.3'1,7,
to avoid re{uce or compensate
Assessrnent of the impact on public health;
Assessment of the impact on the LTNESCO world
Heritage Site;
Monitor.insl
Arralysis of the anarysis of the Alternatives and other data.
2.3.2. The environmental tmpact assessment report must
speci$z
relevant aspects:
and assessed the followinl;
2.3.2.1. The impact of the planned activities on the
Natura 2000 and other areas in the
location;
2'3
th,o
near:b1,
'2'2' The impact of the planned activities on the area with the UNESCO world Heritage
- the Curonian Spit;
status;
2.3.2.3. Impact of the port hydraulic
.
(construction) of the southern and northern
breakw
construction of the po
channel on the seaside
measures, the
principal
1
2.3.2.4. Ottrer information in accordance
wit
2'4' To introduce the prepared ErA report at the meeting
of the seaport Authoriity
Technical Council and obtain the afproval for its
iublicity.
2'5' To
atio^rr of the public presentation with the EIA report
and
carry out the
s of the
i.nfaci
ur.".l-"nt
documentation
under the EIA
"nui"oo-"ntar
2.6. According to the solutions of the envi
the project proposals.
2.7. Basing on the received environmental
assessment of the impact on the UNESCO
Wor
project on the dredging and expansion of the shi
Authority. To obtain the approval of the Seapo
task.
Results
A decision of the responsible authorities that the planned economic
activity' is permitted. 3 copies
in the Lithuanian language and
:f,f,"at"ff"ltts
If needed,
I
copy in a^digital media in the pDF-format provided to
ttre
ropo.sals in thg Lithuanian languag,e
and I copy in the
in the digital medi
A technical task
submitted
Lithuanian language and
l
ll*,:::;il',':l-::t-*:l;Fiil,
rrovided to thb customer, Text dal;a
c - in the cAD and PDF formats.
1?'"i'fA'i:',T';'iHii:i'ln:
copy in the digital media in the word fbrmat).
Length of the service
') .l
1,1
Goals
To consult the Customer seeking to ensure
that the TDB would be developed qualitatively
on time.
ianri
Scope of the task
3,1. To participate in intemal and extemal project.meetings.
The Supplier, having regard to th<r
necessary expertise, will delegate to
competent pro-fessionars t"o the proje? r.pi"."?r"rion_relatecr
meetings.
3'2' To provide any other permanent advisory
assistance to the Customel on the source data
design offers solutions prepareA Uy ttre Supplier.
3'3' To prepare answers to the questions of the
customer and submit
rtrng to
customer
fhem in writi
er within 5 calendar days from the date of the
receipt
q""riions by fax or e-mail.
Results
receifr;i;;il;,ffi;Ti";
"ih"
etncl
tiher
The Customer is provided permanent advisory
assistance.
Length of the service
date of the signing of the Contra,ct.
for the Project iA received. preliminary
concluded betr*een the Custom". u,rd
IV. OTHER REQUIREMENTS
Any
missin
ilT|il;'r?:ld
g
data that
will be required to select high-quality
prepare the project proposals, that arcnot
prouiiLa
Alternatilve solutions, perform
be provided try
ty trre custome[, shall
The Supplier will have- to prepare detailed presentations
of the Alternatives and the prepared
project proposals and, if needed, to'introduce
them tb the Technical Board, the pbrt Board and
/ or the
Development Board' This service is not included
in the overall ."."i""
a"ri"#;#"
V. TERMS AND CONDITIONS
In all cases, when the Supplier is required to advise
the customer, such aa.{rice shall be based on
(factorsj. r;th" customei would de offered
alternative
llffi:'"'""il11"'":13i"::t:I11,_,:f"ystances
Director
of SE IGSA Area Development
Department
Supervision
and
Director of SE KSSA Con$truction and Operation
Departrnent
(Signature)
Vidmantas Pauk5te
(Signature)
Gediminas Ztmaras
(-
12
(Date)
(D"t.)---r
SE KSSA Harbour Master
(Signature)
Adomas Alekna
(Date)
Head of SE KSSA Dev{lopment Department
(Signature)
Algimantas Kungys
(Date)
Translated by JSC ,,Holtse of languages,,.
H' Manto 36, Klaipeda LT92233, the Repubric
of Lithuania, E-mqir:
The Translator is aware of criminar
tiabitityfor deliberate incorreq
ftans
Article 235 of the Criminal Code of the Repubtic of
L