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) :

\.ADI/0714J/SI}1 TIINGGA NADI/071,I3/SW5

Details of Land

Address ofsite or premises :

LOT PTD 11493, lf.S.(NI) 2149, NIUKIM RrMBA T'trttJUN, pAERAH pONTIAN, .rOtrOR

DARUL TAKZIM

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

Consuitant

Proposed Treatment SystemDevelopment TypePopulation Equivalent (PE)Catchment

IVIUKIN,I RINIBA TIRJUN -DAERAH PONTIAN

: CADAIiGAN MEMBINA DAN MUNYIAPKAN StrBI.]AHSf.f,SEN NIINYAK PtrTII.ONAS DI LOT PTD 11493. H.S.?149, MI]KIVI RIMBA TER,IT]N, DAERAH PONTIAN

BtrRI{AD.: JURUKUR DIMENSI

7J & 75. TJ\CKAT 2. JALA\ P.ADtN TINGB NDAR BARU SR] PETALINC, 57(]OO KUALA LIJMPUR

03-90s7 9330 03-9059 5181LOl' PI'D 11493, II.S.(M) 2t.19

.IOHOR DAITUL TAKZIM2115282

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

Consultant

Proposed Treatment SystemDevelopment TypePopulation Equivalent (pE)Catchment

responsibility accordingly

Declaration for Sewerage Works

Certifi cation Manager (Certifi cationIndah Water Konsortium Sdn. Bhd.28-02, lalan Titiwangsa 3/1,Taman Tampoi Indah.81200 Johor BahrLr,Johor Darul Takzin.r.(U/P : En. Jamil Mat Zekon)

Design Approval

Unit), Dare

CADANGAN NIEMBIN:\ DAN NTENYTAPKTIN StrBUAI{STESEN AK PETRONAS DI LOT PTD 11493. H.S.2149 RI]VIBA TER.ITTN, DAERA.H PONTIAN

BERHAD.: JURUKUR DIMENSI: 73 & 75, TINGEAT 2, .IALAN RADIN TENGAH

03-90s7 9130 03-9059 5181I.oL!u-D 1 t-42i,IL!,(UUI{eMUKMRIMBATIRJUNDAERAH PONTIANJOHOI,I DARUL TAKZI}I2115282t7.7t) sq merer

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).

8) Detailed plans ofproposed septic tanks (r.vhere applicable).

9) Specificatiorrs ofmaterials, eqlriprnent and plant.

10) Detailed calculations for the conrponents ofthe se,,veraee sysrem.

I l) Detailed calcLrlations ofthe rreatment process and hydra'lic designs (where applicable).

12) Details ofphasing ofdevelopLnent and numbers oiproperties ser.r,ed.

l3) Detail ofpopr-rlation equivaient to be served b1, the proposed ser.verage rvorks.

l4) Standard oftinal effluent to be achieved (i,vhere applicable)

i5) Details ofsecurity, screening:rnd access arrangememts to plans (where applicable)

CADANGAN MEMBINA DAN MENYIAPKANSEBUAH STESENMINYAK PETRONAS DIATAS LOT PTD I 1493 H.S(N! 21,|9,,I\{UKIM

RIMBA TERTUN,DAERAH PONTIAN,JOHORDARUL TAKZIM

UNTUKPETRONAS DAGANGAN BERFIAD

No. 47D, Jalan Orkid 28, Selayen N} Bu&ii Scntoea,dE:3lX) Raveng' Sclergor D*rul Ehsaa.Tct: O34ll&{507 Fax : G}{|D8{dlI|

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

Ux 225 mm. dia VCP with gradient l:200

Q allowable : 33.89 > 1.4 lillsec (halfbore)

Veiocif : 1.45 m/sec

Thercfore, selected pipe size is OK.

4

ds(of lf a

E$9 8F

-!l

f l eT H= E> dfr f lE 3@ 4

fifr3 S

f igg E= go ..i

t a6 . . l= q= g l

gd do r-.t ci5 g g

z

E

!

q

=

0

lo

I

q

T

i

-!'

i q

! :i-

t . :

: s

E

a

: