CONSULT Reg. No. {001 I 17544 MJ Rqj. Kami Ruj.Tuan Tarikh ; NADI/J/07143/AM (5) : : 2l hb Januari 2008 Certifi cation Manager (Certification LJrrit), L'rdah Water Konsortium Sdn. Bhd. 28-02, Jalan Titiwaitgsa 3/1, Taman TampoiIndah, 8 i200 Johor Bahru, Johor Dalul Takzini. (U/P : En. Jamil lvlat Zelion) Tuan, CADANGAN NIBMBINA DAN N,ItrNYIAPKAN SEBUAH . STESEN MINYAK PETRONAS DI ATAS LOT pTD 11193, H.S.(M) 2i49, MUKIM RIMBA TERJUN, DAER{H PONTIAN, JOHOR DARUL TAKZIM UNTUK PETRONAS DAGANGAN BERHAD. - KELULUSAN PELAN Merqjul< l<epada perhara di atas, adalah climaklrLmhan baharva kami telah dilarrrik sebagaj JLnutera Perr"rnding. Bersama-sama ini disertakan dol<urrLen dan pelan sepefii berihLrt untuk I<elulusan pihak tuan :- l) Tiga(3) perenggLr pelarr bersiri NADI/07143/SW1 hingga NADI/07 t 4_ti SW-r 2) Tiga (3) naskah pengiraan rel(abentlrk penrbetLrngan. 3) Dua (2) salinan borang SSA/PDC/l danSSA/PDC/2 yang telah dipenuhisikan Kerjasama daul<elulusan ai,vai daripacla piliak tuan adah sangal diharapl<an Sekian, terima l<asih. Yangbenar, NADI CONSULT s/k:- PETRONAS Dagangan Berhad Pejabat Wilayah Selatan, Tingkat l&2, Bangunan Petroni... LotPTB17928, Bandar Baru UDA. Jalan Skudai, 81200 Johor BahrLr. (U/P: Cih MuharajIsmail) NADIConsLrlt -\, ..... , "",. ",,,,,.."." Syarikat AbdLrl Rahman ;\wang Sdn. Bhd. l7-6, Subang Bus iness Centre, Jalan USJ 9/5Q. SLrbang Java, 47620 Subang Jaya. Seialgor DaruJ thsan. (U/P: Tn. Hj. Mohd S:rlrhuddil Abd Rahman) HEAD OFFICE: No 47D, Jalan Orkid 28, SeksyenBS2, BukitSentosa 48300 Rawang,Selangor Darul Ehsan Tel: +603-60284507, Fax: +603,60284607. E-maii: [email protected]No. i48,Jaran Jati 1,raman Nlsa "*",' ,*", u,.JPjl?i, u"l,3}&1, Joho. Bahr!, Johor Da.u Takzim Tel: +607-5121707 Fax. +607 5122707. E,mail: [email protected]PENANG B RANCH: PMT D-G-07, Ja an Pfai Utama4 TamanPra Utama,13600 Prar Penang Te: +604 ' 390 2707, Fax: +6A4 397 27A7 E-ma l: [email protected]HIR AHAMED MAIDEEN) We b S ite : www. n ad i cons u lt.c om
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CONSULTReg. No. {001 I 17544 MJ
Rqj. KamiRuj. TuanTarikh
; NADI/J /07143/AM (5):: 2 l hb Januar i 2008
Certifi cation Manager (Certification LJrrit),L'rdah Water Konsortium Sdn. Bhd.28-02, Ja lan Ti t iwai tgsa 3/1,Taman Tampoi Indah,8 i200 Johor Bahru,Johor Dalul Takzini.(U/P : En. Jamil lvlat Zelion)
Tuan,
CADANGAN NIBMBINA DAN N,ItrNYIAPKAN SEBUAH . STESEN MINYAKPETRONAS DI ATAS LOT pTD 11193, H.S.(M) 2i49, MUKIM RIMBA TERJUN,DAER{H PONTIAN, JOHOR DARUL TAKZIM UNTUK PETRONAS DAGANGANBERHAD.
- KELULUSAN PELAN
Merqjul< l<epada perhara di atas, adalah climaklrLmhan baharva kami telah dilarrrik sebagaj JLnuteraPerr"rnding. Bersama-sama ini disertakan dol<urrLen dan pelan sepefii berihLrt untuk I<elulusanpihak tuan :-
l ) T iga (3) perenggLr pelarr bers i r i NADI/07143/SW1 hingga NADI/07 t 4_t i S W-r2) Tiga (3) naskah pengiraan rel(abentlrk penrbetLrngan.3) Dua (2) salinan borang SSA/PDC/l dan SSA/PDC/2 yang telah dipenuhisikan
Kerjasama dau l<elulusan ai,vai daripacla piliak tuan adah sangal diharapl<an
Sekian, terima l<asih.
Yang benar,NADI CONSULT
s/k:-
PETRONAS Dagangan BerhadPejabat Wilayah Selatan,Tingkat l&2, Bangunan Petroni...Lot PTB 17928, Bandar Baru UDA.Jalan Skudai, 81200 Johor BahrLr.(U/P : Cih Muharaj Ismail)
NADI ConsLrl t
- \ , . . . . . , "" , . " , , , , , . . " . "
Syarikat AbdLrl Rahman ;\wang Sdn. Bhd.l7-6, Subang Bus iness Centre,Jalan USJ 9/5Q. SLrbang Java,47620 Subang Jaya.Seialgor DaruJ thsan.(U/P: Tn . H j . Mohd S: r l rhudd i l Abd Rahman)
H E A D O F F I C E :No 47D, Jalan Orkid 28, Seksyen BS2, Buki t Sentosa 48300 Rawang, Selangor Darul Ehsan
Tel : +603-60284507, Fax: +603,60284607. E-mai i : nadi@nadiconsul t .com
No. i48, Jaran Jati 1, raman Nlsa "*", '
,*", u,.JPjl?i, u"l,3}&1,
Joho. Bahr ! , Johor Da.u Takz imTel : +607-5121707 Fax . +607 5122707. E ,mai l : nad i jb@nad lconsu l t .com
P E N A N G B R A N C H :PMT D-G-07, Ja an Pfai Utama 4 Taman Pra Utama,13600 Prar PenangTe: +604 ' 390 2707, Fax: +6A4 397 27A7E-ma l : nadip@nadiconsul t .com
HIR AHAMED MAIDEEN)
We b S ite : www. n ad i cons u lt.c om
IORM SSA/PDC/T
SEWERAGE SERVICES ACT 1993SEWERAGE SYSTENIS AND SEPTIC TANKS
APPLICATION FOR SEWERAGE PLANNING APPROVAL
Date : 20
To : The Director General of Sewerage Services
I / We (the undersigned) EZWAN ItlN RASUt.
hereby apply to undefiake the following sewerage works ;
CADANGAN MIIMI]INA DAN MINYI:\PKAN SEI]UAH S'fEStrN MINYAK PETROT.{AS DILOT PTD 1i493, H.S.(VI) 2149. ]VIUKIM RI}IBA TER.IUN, DAERAH PONTIAN, JOHORDARUL TAKZ,IM LINTUK PETR0I\AS I)I\GANGAN IlIlRttAD.
and submit the following particulars (see reverse olform) :
Lot No. ofLand occupied by sewerage wor.ks : t,OT l,TD ll49l, H.S.(VI) 21,19,
Area of land occupied by sewerage r.vorks :
a) Sewage Treatment Plant
b) Network Purnping Station
Details of Population Equivalent (PE)
hectares
heclares
TOTAL DEVELOPMENT PE
Address and Lot Nos ofany land affected by the sewerage works :
Name of Owner (in bLock letters) :
Telephone No. :Fax No. :
IZWAN BIN IL\SUL724411-05-5125i\4anagerConstructior.r & Specral Plo;ectRetai I Engineering DepantnentPetronas Dagansan Beriracl.Level 32, 'l 'ower
1, Pclronas I r.vin'l 'owcrs.I(uala l,umput Cit,v Centre.50088 KLrala LumpLrr.03-233 r 6559
Declaration by Oualified Person
I hereby certily that the details in the plans and engineering repoft are in to 'Glljdeiines for Developers,,the MS1228 'Codes of Practice for Design and lnstallation of Sewerage Systems, and other regrLiaroryagencles requirements.
Name of Owner (in block letters) :I .C. No. :Address :LC. No. :
Address :
Name of Qual . f ied Per :on { in b lock Ierrcr ' . . rI .C. No.Address
Telephone No.Fax NoQualification and Registration pafiiculars
TeJephoneNo. :Fax No. :
iR. BASI II]t AI IAivlED MA1DEEN661124-05-5379NADI Consul tNo.47D, Jalan Orkid 213, Seks-v. el [3Bukir Sentosa. :l8ii00 Itawang.Selangor Darul Ehsan.03-6028 450703-6028 460'7
oJ Qualif ed Per.;on
(eY--"ti;-"y-","tJY;IR,BASHIR AHAMED BIN MAIDEEN
ex.'FOR OFFICIAL USE ONLY
Date received : Checked By :
R e f N o . :Date replied:
SSD Regional Office :
Declaration for Selverage Works
Cen i f icat ion Vanager lCeni l icar ionIndah Water KonsortiLrm Sdn. Bhd.28-02, lalan Titiwangsa 3/1,Taman Tampoi indah,81200 lohor Bahru.Johor Darul Takzim.(UiP : En. Jamil Nlat Zekon)
Design Approval
Unit), Date :
Fi le No.Project Title
License Land SurveyorAddress
Telephone / FaxLot No / PTM u k i m / V i l l a g e / T o w nDistrict
StateLand Title NoArea of STPs / NPSLand Status of STPDeveloper
17.70 sq meterState Land / Alienated Land / Reserved LanclPETRONAS DAGAI!(;AN BEITHADNADI CONSI.JLTGW SA-50PETROL STATION
: 80 P.L
JOHOR D,{RUL TAKZINI UNTUK PETRONAS DAGANGAN
I v l s r P i N p s f - J r u r u [ - J r s r
Declaratjon by Qualified Person
I hereby cenify that all wdtten inlormation provided by me in thjscorrect and are in accordance to the ,Malaysia Sewerage lndustry'Codes ofPractice for Design and Installation of Sewerage Systems.
checklist is tll l, complete, true andGuidelines' and with the MSt 228
(g.gq",)
il.-tor*,* ono*to BIN MAIDEEN
c ' ': IR. BASHIR AHAMED MAIDEEN
FORM SSAIPDC/2
SEWERAGE SERVICES ACT 1993SEWERAGE SYSTEMS AND SEPTIC TANKS
(PLANNING, DESTGN AND CONSTRUCTTON) REGULATTONS 1996(Regulation 7)
APPLICATION FOR APPROVAL OF SEWER{GE WORKS
Date :
I / We (the undersigned) trZWAN llIN RASUL
hereby apply to undertake the following sewerage works :qA]qANGAN MEVIBINA DAN MENYIAPKAN SEBU,AH STNSEN MINYAK P!]'IRONAS DILOT PTD 11493, I'1.S.(M) 2r49, MUKINI RIMBI\ TERJUN, DAERAI'I PONTIAN, ,JOI{oR
DARUL TAKZIM UNTUKPETRONAS DAGANGAN BERHAD.
and submit the following particulars :
NADVO7143/SW1 HINGGA ]\ADI7(]? 1 43/SW5
20
As required by the Federal Government, all land sites for seweragethe owner of rhe seuerage land s i te , . herebi agree ro sur ,ender t ieAuthorily under Section 195 of tire National Land Code 1965 toGovernment.
shail be reserved. Theretbre, lrWe asabove sewerage land srte lo the Stateenable it to be vested to the Feoerar
Name of Owner (in block letters)LC. No.Address
Telephone No.Fax No
E,ZWAN BIN RASIJL1244t 1-45-5125ManagerConstruction & Special Pxrjectlletail f,n gir.reeling l)e paft r11entPettonas Dagangan BerhaclLe vcl i2, 'f o\ ,er l, Pelrol'trs l win 'l 'owers,
l(ua1a l-umpul Cit) Centfe. 50088 Kuala Lumpr-Lr'.03-233 I 6559
Declaration by Oualified Persorr
I hefeby cedify that the details in the plans and design calcr-rlations are jn accordance rvith the SewerageSystem and Septic Tanks (Planning. Design and Construction) Regulations 1996 alld rvith MS ]228"Code of Practice fbr Design and Installation o1. Ser.verage S],stems,, and I accept firll r.esponsibilitvaccord ingl l
Name of Qualified Person (in block Ietters)DisciplineLC. No.Address
Telephone No.Fax No
Qualifi cation and Registration pafi icnlars
: IR. lJASlllR Al{AivlBD VIAID|ENCiv i l Engineer661 12,1-05-5379NADI []onsLrlt\o . 47D,. la lan Ork id 28, Seksr ,urBukit Ser)tosa. 48j00 Rarvang.Selar.rgor Danrl Ehsan.03-6028 450703-6013 4607
ignature of Ottalif ecl Person(by Leacl Consultant)
. , 'op pBO6A\
fo----_-iobssZ^ \oz\s'/ crvrL \7r
sur,EASH|R AHAMED BIN MAIDEEN
A,Xt
FOR OFFICIAL USE ONLY
Date received :
Date replied:
Checked By :
Re1'No. :
SSD Regional Office :
Fi le No.Project Title
License Land SurveyorAddress
Telephone / FaxLot No / PTMukim/Vi l lage/TownDistrictState
Land Title NoArea of STPs / NPSLand Status of STPDeveloper
State Land / Alienated Land ./ Reserved LandP E T R O ] \ \ S D A ( , A \ ( ; A N B E R H A DNADI CONSULTcw sA-50PETI].OI ST,,\TION80 P.E
the attachment document aleIndustry Guidelines' and theSystem and I accept ful
''va9
JOHOR DAIIUL '|AKZIM UNTUK PETRONAS DAGANGA]\
BANDAR I]ARIJ SRI PETALING, 5ZS(]() KUALA I,UMPUR
I '/ lsrp I .res [--l Nrw [] rsr
Declaratiot't by Qualified Person
I hereby cerlify that all written information provided in this deciaration andcompleted, true and correct and are in accordance to the ,Malaysia SewerageMS1228 'Codes of Practice for Design aitci Installation'of Sewerase
i ra i i f ied Person b1 Lead Consul ranL
IR,BASHIR AHAMED BIN MADEE{
Date:
: IR. BASFIIIT AI"IAMED MAIDEEN
Particulars
The following particulars are to be submittecL lvith each application 1.or sewerage r.vorks approval :
l) Sewerage Planning Approval letter issLled by tlte Sewerage Services Department.
?) A site layout plan as approved.
3) A location plan ofsewerage lvorks.
4) Plan and longitudinal sections ofpr.oposed sewers.
5) Detailed plans and section ofsen'age treatment rvorks (where applcable).
6) Detailed plans and section ofsewer applxlenances.
7) Detailed plans and section olpumping statjons (whefe applicable).
CawanganrNo. l#l Jrlen Jrti l. Tam*n Nusa Bcstrri JeyA El20t|Beder ltuscjeye, Jdor Bahnrr Johor Darrl Tql<zim.
Td z *7-5l2llVl Fax: 07-5122fl7
t.0
2.0
INTRODUCTION
Cadangan Membina Dan Menyiapkan Sebuah Stesen Minyak Pehonas Di AtasJntPtd 11493 H.S{M) 2l49..Mukim Rimba TerjurlDaerah PontianJohor DarulTakzim.Nadi Consult is the appointed civil and structural consultara for this projea.
PROPOSED SEWERAGE S YSTEM
Proposed gravity systsm with final flow discharge into proposed Sewage TreatmentSystem Model GWA SA-50
DESIGNCRITERIA
Demand Calculation
As stipulded in the co& sewerage demand per equivalent person per day is takenas 225 liters.
Total average daily design flow is estimated to be: 90 P.E6 units TOILET x 15 persor/unit : 90 P.EI Unit TOILET x personlunit : 15 p,E
Peak Flow Factor
Peak flow factor shall be calculated using formula
F : 4.7*P"tt where p is populalion in thousand
Allow for maximum grormd water infiltration at 50 Litrer'mm dia./kmTherefore peak flow lacfor is taken as 6.0
3.0
3 ,1
3.2
IR.BASHIR AHA[.4ED BIN MAIDEEN
!iK*
3.3 Pipe Flow Calcularions
Design velociff shall be :-
a) Minimum = 0.8m/s(2%ft/s)@fullbore
b) Maximun = 4.0mls(13ft/s)@ftrlUhalfbore
For desigq Uniform Flow Equalion derived by Ackers from Colebrook and Whiteas follows are used :-
v : -2 . I (2gDs) log (Ks/3.7D+2.51v/oTzgDs
And
a :VA where
A : Cross sectional area offlow (m2)
D : Bore of pipelines (m)
g : G gravitational accelera.ion (9.80665 m/s,)
s : Hydraulic gradient (7o)
Ks : Linear measure ofroughness coelficient (m)
a = Discharge (Lis)
V : Mean velocity of Ilow in pipe (m/sJ
V = Kinematics viscosity
For ease ofcalculation, design tables based on these equ*ions are usdTable B-3 : Hydraulic Desigr of Pipe Sewer : Vitrified Clay-
3.4 Pipe To Be Ussd
Pipe used will be vitrified clay pipe (VCP) with flexible rubberjoints design tomeet the B.S standards requirements.
Minimum diamefer for main reticulation pipe shall be 225mm dia design forgnavitational (natural) fl ows-
3.5 Manholes
All precas concrete manholes shall be to the standard and requirernent outlinesbelow:-
i. Intemai Wall
AII intemal rlall shall be plastered using 20mm thick high aluminia Cementof Sulphate resistance and sand rendering of I : 2 mix,
ii. Manhole Covers
All manhole covers shall be heaw dutv cast iron and liame.
iii. Intemall Diameter
Minimum internall diameter for shall be :-
Sewer Pipe Diameter Min. Intemal Dameter {mm)225]ffi 1200375"450 1350525.600 1500
Intermidiate SIab
Where deptb to invert exceods 4-0 m" an intermediate slab shall beprovided at one half of dre manhole de$h or at max of 5 . 0m apart.
Distarrce Belween Manhole
For < 450mm dia, ma\. distance shall be l00m
For > 450mm dia- max distance shall be l50m
lv
iv.
4.0 Typical Calculation Of Sewer Lines
The critical sewer line is fiom MH I to MH 3- proposed Sewage Treatment SystemModel GWA SA-50
Average daily design florv : 225 literV persor/ day
Peakflowfactor :6
Hvdraulic desisn
Min self cleansing velocity : 0.8 nlsec. at full bore
Ma:c scour ftee velocity : 4.0 m/sec. at halflfull bore
Min pipe dia : 225mm VCP
Populationsewed : 90 person
Average flow : 225 x 90 liirday: 202s0 lir/day
Peak flow Q : 6x20250 : l.4 lit/sec24x60x60
From d€si$ charl Table 8.3 : Hvdraulic Desi$ of PiDe Sewerase : Virrified Clav