aldar - bionest€¦ · aldar, through export development canada (edc), already has an approved...

BIONEST Wastewater Treatment

BIONESTSolutions Inspired by Nature™

Evaluation Trial for ALDAR Properties PJSC(v2 11/2010)

MI

ALDAR

Sustainability & CSR Initiative

Report Prepared by:

Eur Ing Kelwyn DaVieS BSc, MPhil, CEng, CWEM, MICE, MIHT, MCIWEM, LCIWM

Sr. Manager Sustainability and CSR Programmes

ALDAR Properties PJSC

HEADLINE SUMMARY

Evaluation Unit provided to ALDAR - this has performed fault free for over 9 months

Cost Savings over Tanker Discharge confirmed throughout 9 Month trial period

Suitable for Remote and Start-up projects where there is no network connection

Low maintenance and replacement parts need - with added benefit of low running costs

Financial, Environmental and Social benefits aligning with ALDAR CSR & Environmental policies

Trial UnitTreated Grey and Black water discharges to Irrigation and Drinking Water Standards

International Certification of Technology-15,000 reliable units in opération Worldwide

Preferential Finance Terms in place - with short payback period falling within Finance Term

Design and Set-Up Support provided by BIONEST-to ensure optimum site solution is chosen

Opportunity for JV Distribution partnering & Innovative Applications - Ready Mix Concrète

Technicallyand Financially this product has proven to be robust, reliable and cost effective

Table of Contents

HEADUNESUMMARY 2

1. Introduction 55

2. Order and Commissioning 55

3. The Trial 6S

4. Water Quality Testing 88

5. Treatment Costs and Disposai Savings 88

6. Business Case 99

7. Opportunités for Use lOiO

8. Conclusions 1040

9. Recommendation 1144

10. Lessons Learned 1144

APPENDIX a - Overview of BIONEST System 1248

APPENDIX B - Analytical Test Reports on Water Quality 1344

APPENDIX C - Business Illustration 2228

1. Introduction

In August 2009 it was agreed that BIONEST would supply an évaluation unit to ALDAR to assess the

performance of BIONEST technology and equipment in treating wastewaters.

The location of the trial was agreed as Al Bandar project offices at ALDAR's Al Raha Beach Project. Grey

and Black water from the project offices would be treated to Abu Dhabi irrigation use standards as the

first benchmark. Ability to treat to a higher standard such as drinking water standards would be

assessed.

The test period would be monitored by BIONEST professionals in liaison with ALDAR's HSSE

environmental specialists. Ail equipment and shipping costs would be borne by BIONEST with port and

custom charges borne by ALDAR. A Technical Overview of the BIONEST process is attached at Appendix

A.

2. Order and Commissioning

1. Trial order placed with BIONEST July 2009

2. Trial Unit despatched Montréal, Canada August 2009

3. Trial Unit arrivai Abu Dhabi, UAE 11 October 2009

4. Trial Unit transferred to Al Bandar 18 -19 October 2009

5. Trial unit hook-up and commissioning 20 October 2009.

6. BIONEST unit operational at Al Bandar 20 October 2009

7. The unit has been on trial and operating without fault for 9 months

BIONEST Unit Established

3. The Trial

The trial was established at Al Bandar Project Offices to sub-sample and treat mixed grey and black

waters generated by office based staff. Approximately 300 staff works at the Al Bandar project offices -

working in shifts.

The BIONEST containerised treatment unit was established on hard standing in the project office

compound. The unit drew grey and black waters from the adjacent underground storage tank serving

the project offices. Flows for the trial were a sub-sample of total flow and this was controlled by a timed

pumpcontrol unit.

BIONEST Internai Framework

Approximately 7m3 of mixed greyand black waters per daywere sub-sampled and passed through theBIONEST treatment unit. As at End May 2010some 1560m3 (circa. 345,000 Imp. Galls) of mixed greyandblack water has been treated on site at Al Bandar. This has produced savings in both financial and

environmental terms - avoiding cost of transport, off-site treatment costs, reducing vehicle émissions

and improving conditions socially by reducing vehicle congestion on local highways.

Opération of the unit has continued for at least 8 months with little maintenance or other intervention

required. Periodic renewai of chlorinator tablets for final disinfection of outflow, as required in UAE, has

been the only real attendance need. An ozone generator, in lieu of chlorinator, has also been trialled as

chlorine disinfection of outflow is prohibited in other markets. Again this has been demonstrated to

workfaultlessly.

Installation and Trial of Ozone Generator

Throughout the trial period the electrical and mechanical components of the unit hâve operated to low

powerconsumption requirements.

Treated outflow has been shown to comply with applicable irrigation water standards and also local

drinking water standards. For the trial the outflow has been utilised for dust suppression and for vehicle

cleaning.

i«IC

Bg

Plant Installed and Running

Prior to the trial, a daily collection of ail grey and black waters generated was necessary, because the

storage tanks at the Al Bandar project compound possessed limited storage. Approximately 225 tanker

collection and disposai journeys hâve been avoided - and typically thèse may hâve cost 220 Dhs per

collection. This equates to some 50,000 Dhs collection and disposai savings over the period of the trial.

4. Water Quality Testing

Throughout the trial period BIONEST professionals hâve regularly attended the unit to undertake site

based quality testing of the treated water.

Thèse site based quality checks hâve been verified and validated by sample testing at quality approved

and accredited laboratories. Irrigation water compliance has been confirmed as has drinking water

standard compliance. Copies of the test certificates are included at the end of this report as Appendix B.

High Quality Reclaimed Water Delivered

5. Treatment Costs and Disposai Savings

Over the period, the trial has diverted nearly 1560m3 (345,000 gallons) of effluent from tanker transport

and treatment off-site. Transport and treatment cost savings are assessed as follows.

• TankerJourneysSaved

• Tanker/Treatment Costs Saved

• Trial Costs to ALDAR

225

Circa 50,000 Dhs

Circa. 30,000 Dhs

So, it is clearly demonstrated that the trial was at no cost to ALDAR. In fact a saving has been delivered

to ALDAR in undertaking the trial.

For more permanent installations, savings will support investments in quick time, and preferential crédit

terms can be offered by BIONEST - backed by the Canadian Government. In essence opération of the

units will generally cover investment costs fully in a staged payment arrangement with payback in less

than 15 months.

Thereafter, larger annual savings will accrue to ALDAR as the capital investment will hâve been paid off.

ALDAR, through Export Development Canada (EDC), already has an approved crédit line for purchasing

Canadian products and services. BIONEST will secure attractive payment terms structured in the form

20% initial payment with the residual 80% financed upfront by EDC. This gives ALDAR the flexibility to

pay the outstanding amount through 18 equal monthly instalments free of interest. Thèse arrangements

are confirmed by the Abu Dhabi Division of EDC.

Considering that the typical payback period will be of the order 11 -14 months, this crédit arrangement

is extremely attractive, as ALDAR will be able to balance savings against outlay.

In addition BIONEST is very happy to support ALDAR and Abu Dhabi in moving forward under Plan 2030.

BIONEST looks forward to meeting with ALDAR senior management teams at the earliest opportunity to

discuss mutual opportunities in respect of spécifie operational, development and marketing initiatives.

BIONEST is particularly focused on the benefits that joint venture arrangements can bring to support

wider roll-out of Systems within Abu Dhabi.

Test Reports confirming compliance with Abu Dhabi water quality parameters are shown at Appendix B.

6. Business Case

The Business Case in support of use of the BIONEST technology is summarised as follows:

Environmental

• Alignment with Corporate Policy Statement on Environment and CSRalong with ALDAR Vision

• Réduction in Carbon Emissions

• Préserves Water Resources

• Treatment at Source

• Sustainable Approach based on Sound Science

• LEED / ESTIDAMA (potential for innovation and water conservation crédits)

• Turks and Caicos - Caribbean BIONEST has garnered around 80% of the market - mainly resortsin sensitive environments as BIONEST's ability to deliver low BOD effluent is a strong selling

point - particularly where protection of corals is a prime focus.

• BIONEST effluent meets or betters the world's highest effluent treatment standards - Europe /US - NASF certifications. See website for further information:

http://www.BIONEST.ca/en/documentation/certifications

• Other innovations - which can include recirculation of treated waters for toilet flushing. Use ofdrinking standard waters in ALDAR ready mix concrète production.

Business

Social

Financial Savings - early investment payback- see financial illustration attached at Appendix C

PreferentialCréditTerms-staged payment plan balanced against payback

Innovation - market differentiation

20% Upfront / 80% Equal Instalments over 18 months

ROI Period - typically 11 -14 months

Potential for marketing and distribution partnership within Abu Dhabi Emirate

Adoption of innovative technology consolidâtes ALDAR'smarket leadership

Alignment with ALDAR Corporate Social Responsibility Policy Statement

Alignment with Abu Dhabi and Al Ain Plan 2030

Alignment with NGO greening initiatives - EEG / EWS-WWF

Socially Responsible - treatment at source

Reduced traffic génération - less congestion

7. Opportunities for Use

Remote Sites - Operative Villages, Island Projects etc.

In Construction Phase reflecting short payback - savings over tinkering prior to networkconnections

De-centralised treatment at source - avoiding pipelines and pumping to central treatment sites

Re-use in Ready Mix Concrète production - préserves water resources

Distribution and Rental initiatives-commercial returns

Landscaping

Re-use of water for toilet flushing (only)

8. Conclusions

The BIONEST technology has been proven to be efficient, robust and reliable.The unit has low power

and consumables (chlorlne tablets) consumption.

Test data has confirmed achievement of local standards for both irrigation and drinking water purposes.

Technically there is no reason why this technology cannot be adopted by ALDAR -subject to BIONESTand its supporting partners obtaining the requisite approvals for spécifie installations. This will include

satisfying regulators on user competencies in opération, monitoring and reporting. ALDAR has already

proven its credentials in this regard and is a licence holder with Abu Dhabi Régulations and Supervision

Board (RSB).

Options for commercial collaboration are also available. BIONEST is keen to discuss distribution

partnering arrangements with ALDARto roll-out this technology wider in Abu Dhabi.

9. Recommendation

On a project by project basis the incorporation of BIONEST technology can now be readily considered by

ALDAR's Project Teams. Indeed in certain circumstances, such as remote locations, this containerised

and stand-alone treatment approach may be the most applicable option. This may apply to remote

areas of ALDAR's Operative Villages, remote residential villa complexes, resorts - not connected to main

sewerage.

Close liaison with BIONEST technical professionals is recommended to ensure Systems are fully tailored

to project requirements - in terms of population, wastewater volumes, adéquate pre-settlement tank

volumes, optimised gravity designs, underground or surface mounting of treatment equipment, odour

control, permits, commissioning, spare part inventory, monitoring, maintenance, O&M Manuals and the

like.

Early use of BIONEST technology can deliver savings throughout the construction phase of a project. The

units can then be relocated to the next upcoming project.

lO.Lessons Learned

Undertake detailed assessment of pre-treatment flow quantities and quality and engage BIONEST

professionals at an early stage. It is essential to get the following éléments absolutely right.

Population Served

Water Usage

Types of Wastewater

Pre-settlement needs, holding capacity and duration

Sub-surface / Surface Installation

Post treatment uses - irrigation,toilet flushing, laundry, reuse in ready-mix concrète batchingetc.

Water quality standard - irrigation/ drinking water

Chlorinator or Ozonator disinfection

Detailed Budget

Detailed Programme

Requisite permits and competencies available.

APPENDIXa - Overview of BIONEST System

BIONESTTechnology

The BIONEST System is a submerged fixed film bioreactor which uses a proprietary non-biodegradable

média. The treatment process takes place in two tanks installed in séries. The primary treatment

comprises a conventional two compartment septic tank with effluent filter. The second tank is also two

compartments and is the "bioreactor" which contains a spécifie quantity of proprietary BIONEST média

within each compartment.

Continuous aération of the first compartment of the "bioreactor" is achieved through a linear air pump

and fine bubble air diffusers. A recirculation pump is installed in the last compartment of the bioreactor

and part of the treated effluent is returned to the septic tank.

BIONESTAdvantages

Low operating Costs

Surface or Sub-surface installation

Superior active surface area in bioreactor chamber

Gravity flow advantage ("no pump" design optimisation)

No skilled attendance (24/7) required

No Odours (Unit sealed)

No hazardous chemicals - only chlorine tablets

3 simple components (settling tank, bioreactor, tablet chlorinator)

Small footprint - can be installed out of sight below ground

Media never needs replacement

Reliable, low maintenance and long lasting components

Low attendance costs

Minimal sludge removal (less than once per annum)

Application and Requirements

• Primary use is domestic wastewater

• Electrical feed needed

APPENDIX B - Analytical Test Reports on Water Quality

AL HOÏÏ-SÏANGER LABORATORIESIndependenl Testing Laboratories

and Materials Consultants

Report No. 1)10-1(17783-1

Naine

Client/

Establishment

TEST REPORT - •> l.i'l.Hé m..-> t 11 ^jljj'l S ,1

Report date: 12/05/10

Addrcss and location

BIONEST MIDDLE EAST

P.O. Box 2445'). Dohui - U.A.E.

Nature of Activité Water Treatment

Sampling Report No. (copy to be attached ) : Not Applicable

Sampling date \ time : 06/05/10 - 1300 Mrs.Sampled by

Delivered b)Samplc typeSooree ofsamplc

Sampling Procédure

Sampling apparalusSampling point /tanker no. : Nul uivenSampling container : PET bottlcRKSl'I.TSOKC IIK.MICAI. ANAI.VSIS :I l> \C m i rnlil.;! 1,-M. (.ni/halr nnllI-MII:-

it si mi nions

Client

Client

Ircated se>\agc cllluenlAI ILlI

D (.rah

D Composite0 Not given

Not given

Point of Disposai(Asstalcd hv the client)

Keceiving lime/dale

Received bjl.aboralory request no.Lnboralon samplc II)On site observations /

lests

1) Physical2) Température. "("3) pllal25"COn sile Ireatment/

préservation ofsamplc

06/05/10 11/05/10

Not given

06/05/10-1430 11rs.

\lisi. Représentative

Not Applicable1)10-107783-1

Not ApplicableNol applicableNol Applicable

Nui applicable

Date of Analysis:

I Mis

l'ested l>\ :

HISI LIS

IIR/SN

I m„l.•\U\MI II 1RS

pli m 25*CImalSiisrwndcdSmidyOSSJImalllisviUnlSilidNlTDSl

Oil\ C.rcasc

( hrmir.il Oxjijrii li.iii.uu) (< OI>|IliiH'hrmii'al 0\\»cn Drmanil (HDD)jSJgja .« 30ri

( opprr KmNickvl INO

Zinc l/n)

( hrorolum K ri

I rad (Pb)Manganrxr 1M11)

Cadmium (( d)

PARAMI II K

l/7/l 4500 Il II

:mn i>

2540 (

SJ20 «>::n n

$210 II

mg /."'&' '•mg /

mal.

1)1 ll< MON

I IMIls

SA

M.i.iKi M.miii VliMirpjiim Spcrlrunirlij I3S00Cwi;Jlll II.If110.Si..Ull-ll

350QZnA;Mll -HIfim ( ri; 3111 II

ïsoô'phi-jiïf.B3500 Un \: Mil • H

.If11111,1: Il II -Il

'»?'• 0.06n. lu

li.of

IISI MI IIIOI)

mg I.mg I.

se 'mg i

38 '•

ll.MI

ii.lif

115

SJ2

14

I 12

Il O.IMi

I I 0.1

I I 11.05

I I ll.l

II OJ

Il 0.03

I>rip

50

I5IHI

1011

20

il;

il:

0.5

o.i

0.1

Kccal ( olilorm»

l,-\t nul m •cr.-ilil.-il hy /)!('. -

SII'S lUIlnil. \ Sut drlrrlrd | 2»

PARAMETERS

Miimiinia I Ml, I

fol»! Kicldhal Mtroatn (TKN)Mirait (XOj i

Allullnll)

nsi ml nions

II. M II

1/7/1 :.i:n n

I Mis

met.

mg lmg/Lmg I.

Kl si I is

24

'Umiis dernrd/or Irrigation ll'attr fTSEjJrom "Environment Standards tmdallowable limm lor Pollutams andAir Ki(Information Bulletin. May 2003.PageJ I >ubal Uunlemalny lEPSSi]I I -1 ess I hanKcmarks Non*

ration Noncnl\ toIhedelivered itms leslcd(il sampling «.i- nulcamcdmLb) jgeuulins laboraior) )

reprodueed (excepi inlulliwithout wriien appiuvaloOrfc [aboialor)

Anoop K. Mon^rllead nf Chemisin SectionForm CHESUVn 0JRe\ 4

ABU0HABI. UAE .PO BOXÎ10M 1U..I»! SÎ42234. FAX . (C2IS4470150UBAI. U A F . PO BOX IG756 TEL ' (04) 3472201 FAX (04)3472727

JEBEL ALI. UAE, PO BOX 16756 TEL : (04) 8618461 FAX (041 8818461

KALBA SHARJAH. UAE .PO BOX 14S133. TEL |09) 2779543. FAX (OS) 2779E-mail : nihoty e timirutn* nt*t ne \

Drip

Spra>

m

IOOO

50

10

0.2

0.2

0.2

0.1

0.5

0.2

0.01

I Irolu

l)r,p Spra,

Spra)

ISO 9001

AL HOTY -STANGER LABORATORIESIndependent Testing LabonttorbM

and Materials Consul!

Report No. : 1)10-107783-2

Naine

TES'Ï REPORT

jJsj-J! ô*j û\aT"*-v3 Jjl . I «^. A

jI^_aJI jjL

Report date : 12/05/10

Client/

EstablishmentAddreSS and Incation

Nature of Aeti\it\

BIONEST MIDDLE EAST

P.Q, Box 24459. Duhai - U.A.E.

Water Treatment

Sampling Report No. (copj 10be attached ) :

Sampling date /time : 06/05/10-1300 Mrs.

Sa m pied In

Delivered bySamplc tvpc

Nol ApplicablePoint of Disposai(Asstatcd by the client)Receiving time/datc

Noi given

06/05/10- 1430 Mrs.

Client Rcccived bj

j.aboraton rcqiiest no.l.aboralory samplc II)

AHSL Représentative

Client

I rcated sewanc effluent

Al Par (Ozonated)DGrab


Nui given

Noi Applicable

1)10-107783-2

Source of samplc

Sampling Procédure

Sampling apparatusSampling point .'tanker no. : Not givenSampling container ; PET bottlc

On site observations I

tests

1) Physical2) Température. "C3) pllat25"COn site treatment/


06/05/10 - 11/05/10 Tesled bvRESl I.ISOFC HKMICAl, ANALYSES :I /) U'mcrciiihulu-\l, Ct-rtiliaih-iw.l.ll-iHH:-

DatC of Analysis:

DETECTION1 IMITSPARAMETERS

pli ai 25*CI iii.il Smpcndcd Solids (TSS)lulal l)ixs.)l\rilSoïiils|ll)S|

011 & Crcasc

Chemical Oxygcn Pcmand K OD)liiiK-hrmical 0\yj.eii Driiunil lllODl(5da>s a 20T|

Copptr

NifkcTUne

K m

(Vil

(/.m

( hriiiniiiiii (C'r)

l.rad (l'I'i

Manganèse (Mai

Cadmium (Cd)

PARAMETEK

l-rcal ( ulifcirnis

Ici nul lurnulili-d In DM':

PARAMETERS

Unmonia ( Ml, )

loialKjcIdlwINitrogrnfl'KMMli.ilriNOj I

MUlinilt•/ im/O dertvtd fer Irrigation Water (TSE)from Environment Standards andallouante Uimls foi Polluants and InEnvironment(Information Bulletin, May 2003, l'ug,-3 Dubaï Uuntt tpallty il PSSllI I- lessThan

Remarks NoncTest rnclhod vanL...Rcsulls relatesorn tothedelivered iemslested (ifsampling «as nolcturted. »uil>> ihcicsonu labonnor> |Rcpon shall nol r/tycprudoced icxccpt in l'ulli iviihout wriicn approgal BTlhc [ajwnitor)

Anoop K. MonyHead of C'hemistiy Sectionlor»,-Clll-M " " 05risv 4

i ksi Minions

i/V/l 4500 un25411 I)

25411 - <

55:u />

522H II

5211) Il

I MIS

H.III

238 '•mg img I

"•S'-

5.11

10.11

5.0

5.11

mg/L

Metals I Momie Misiirjilion Spcrlromrlrj I1/7/1 35011 (i, 1; 3111 II

35011 Si;31 II -H"'" .151111 /ni; 3111 -K

35011 Cri; 3111 II

" 3500 /'/. I; 3111 -B

350à'.\ln\;31ll -Il

• i

mg/1.m& l.28 /.mg/l.mgl.mg/l-

o.o/,

u. m

0.05

$50001:3111-11

II.SI Ml IIIOD

i/V/i 922IE.I

TEST METIIODS

ll\(ll

l/V/.l 4500 V^Il H II

[PUA 2320 B

\Page 1of i

0.1 II

0.30

0.115

H.II3

MPS/lllllml.

l MIS

mg I.

mg I.mg/l.mg/l.

<>.')J

Il 5

552

U

Il 2

LT0.06

I.T0.I

11.00

1.1 0.1

Il O.J

I I 0.05

1.10.03

KLM I I

Nol detected

RESl IIS

O.(l')

0.56

98.7

40

ABU DHABI.UAE.PO. BOX3103» 143. : fC2) 5542234. FAX . (02) 5547015DUBAÏ UAE.PO BOX 16756 TEL . (041 3472201 FAX : (04) 3472727

JEBEL AU. U A E . PO BOX 16756 TEL : (041 8818461 FAX (04) 8818461

KALBA.SHARJAH.UA E..PO BOX 145133, TEL. 109)2779543. FAX : (09) 2779545

E-mail. aMoty Vemiratos.nol.ao

Not Applicable

Not ApplicableNol Applicable

Not Applicable

HR/SN

Drip

d. MSU

1500

100

20

0.2

0.2

11.5

o.l

(1.5

Ô.20.1

l)ri|i

2Q

Drip

Sprii>

6.0 la K.o

Kl

IIHHI

50

10

0.2

0.2

0.2

0.1

0.5

0.2

0.01

Spraj

Limits

SF?)

ISO 9001

•«HiHli'H'É

AL HCTY -STANGER LABORATORIESIndépendant Testing Laboral


Report No.

J»L ^^Jl'J-+

TEST REPORT

1)10-108991-1B

Naine


BIONEST MIDDLE EASTClient/

EstablishmentAddress and location P.O. BOX 24459. Dubai - L.A.E.

Nature of Activitv Water Treatment

Sampling Report No. (copy to be altached ) :

: Not given

Not Applicablel'oint of Disposai(Asstatcd by the client)Receiving time/dale

Not given

24/05/10- 1530 Hrs.Sampling date / lime

Sa mpied by

Delivered b\

Samplc typeSource of samplc

Sampling Procédure

Sampling apparatusSampling poinl /tanker no. :Sampling container !_

RESL I.TS OF CHEMICAL ANALYSIS :I I) \Ciiirreililedte\l. Certilifiile mi.I.ll-OOl:-

PARAMETERS

pH:il25"(l'olal Susprudcd Solids (TS.N)li.lal Dissolxrd SÛilids (I ILS)Oil& Crias,-

( lu-iiiieiilO\>ueiil)emnmi(C()l)lHiiichcmiciil <>\>ncn Deinand (IIOI)II5daïs a 20V) ^____

( upprrNickelZinc

(Nil

(/.ni

( hromium (C'r)Irad il'l.)

Mangancsr (MolCadmium (Cd)

PARAMETER

Ftcal ( olifiirms

Testuni atxredjtedbv l)-iC: •

PARAMETERS

Ammonia ( MI,JTotal Kjcldhal Nitrouen ( I KM

NiiralelNOj I

Alkalinilx

l.ï- less

Remaries Nonc

loi method «ration Nonc

Résulte relateAjnlx lo ihc delivered Icms Icsted (ifsampling was nol carried oui b) dietenon shall now «pmduced (excent mfait) vvilhoui wriien approval oflhe laboraior

Anoop K. Monyllead of Chemistry Sectionl„r„tC'IIM H lit!j Kev 4

Client

Client

Treated water (Chlorinatcd)

Received by

I.aboratory request no.

Laboratory samplc II)On site observations /

tests

1) Physical2) Température. "C3) pllal25°COn site treatment/


AIISI. Représentative

Not Applicable1)10-108991-1

AI Dar

D GrabD Composite0 Not given

Not given

Nol givenPET bottlc

Nol ApplicableNot ApplicableNol Applicable

Nol Applicable

Date of Analysis: 24/05/10 - 29/05/K) Tested by : HR/SN

TESTMETIIODS

l/V/l 4500 un

254(1 I)

2540 C

5520 II

5220 n

5210 H

I MIS

jas/Lmg I.mg Img/l.

mgl.

DETECTIONI.IMITS

//.///

5M

10.0

5.(1

5.(1

2.11

Mêlais ( Vlnmic Ahxiirnlimi SprrlriimctnJmg/l.mgl.mg/l.

0.1/6l/V/l 3500(1,1; 31 II II

3500 SI; 3111 -B

35(HI7.n U 3111 -Il" _ 3500Cri;31II 8

35110 l't>3; 3111-B

3500 Mai; 31 II -B3500 CI; 31 II -H

TESTMETHOD

l/V/ I 122IE.I

TESTMETIIODS

mai

l/V/l 450(1 s..

iikii

A PIIA 2320 B

mg/l.mgl.mgl.

""•' '•

Page I of

II. III

0.05

0.11/

0.30

0.115

0.03

UNIT

MPSIIIOml.

i nus

mg/l.mg/l.mg I.

mg I.

ABU OHABI.U A.E , P.O. BOX 31039 TEL (02| 5542234, FAX : (02| 5547015DUBAI. UAE.PO BOX 16756 TEL (04) 3472201 FAX • (04) 3472727

JEBEL ALI. U.A E . PO. BOX 16756 TEL (04) 6618461 FAX (04) 8816461KALBA.SHARJAH. U.A E , PO. BOX 145133. TEL : (09) 27795*3. FAX: (09| 2779545

E-mail : alhory^romirales.not.ao

KKSU.TS

7.01

l.ï S

7X0

1.15

42.4

I.T0.06I ro.l

0.12

I 1(1.1

I I (U

I.I 0.05

LT0.03

RESl II

Nul delcrtetl

RESl LIS

0.07

0.2S

320.5

60

I.IMIIS

(..5(1 S.50

HUMax.)

2000 1Mav»

2IID (Mis.)

III (Mas.)

(1.2 (Max.)0.2 (Max!»2.0 (Max.](I.I (Max.)

5.0 (Mas.I

0.2 (Ma\.)

0.(11 (Max.)

I.IMITS

ISO 9001

•«H.HIIH'l

P,0, BOX;.)472201

FAX |l •

mu DHABUUJU .P,0 BOX

!-54JsM1S470IJ

IABI : UP.O BOXItl |iU|UI846l

KAI I'.AsIIAKJAH.

PO BOX 1451»TEL. [0-..

•

iMtat) • nnirm» nu .

AL HOTY -STANGER LABORATORIESAlHOTY

STANGER

TEST REPORT

^ «jr^i-^-11 ôl^fi^v^,

Kcporl Nu.:

Client/

Kslablislinieiil

DI0-109678MA

, Naine

i \ddrcss and location

1 Nature of Vctivitj

lU-pori date : 12.1».'ni

BIONESI MIDDLE KASI

P.O. Box 24459. Dul.ai I •A.E.

\\ ater Treatment

Sampling Report No. (COp) to be attached ) : NotApplicable

Sampling date / timc : 06/06710-Nol given

Sarapled U\ : Client

l'oint of Disposai(As slaled b_x the clientIRecciving lime/date

Received by

Delivered l>\

Samplc typeSource o! samplc

Sampling Procédure

Sampling apparatns :Sampling point /tanker no.:Sampling container

RESl I ISU1 CMLMK M. ANAIASIS

I l)iCg,rr,Jil-;lh-M. C-rli/iait,-iw.l.11-00!.-

Client

l'rcated water (Chlorinatcd)

AI Dar

D Cirai»

D Composite0 Nui given

Nol givenNot givenPET bottlc

Laburatory rcquesl no.Laboratorx samplc II)On site observations /tests

1) Physical2) température, "t3) pHat2S*<On site treatment/préservation of

I samplr

Date ol Analxsis: 06706/10 - 11/06/10

Nui given

06/06/10- 1530 Mrs.

\lisi. Représentative

Nui Applicable

D10-10%78-l

Noi ApplicableNoi ApplicableNot ApplicableNol Applicable

i ested D\ : IIR' SN

TESTMETIIODSDETECTION

I.IMIIS\ Kl SUIS I imits

Spraj(..il i..

SU

, !l1000

PARAMETERS

pllat25"< l/V/l 4500 II II OUI

5.0

10.0

5.11

5.0

i7J9

I I 5

SIIK

II 5

......

il :

Drip

K.O

50

1500

>. pjal Smpewded Soluh 11ssirotai DbwlvcdSolids( iï>s>011 & (ir, isr

( bemiealCHygm Pemaod« OD)!:iochrmirall)v.sgr!i Drmand (HOD)

i l*Ë8ï Wt )

I npper l< u>Virkrl ts,i

/inc :/ni

( 'hrniiiiiiiii (1 ')

I ..ni '"'.'I

MangancK (Mm

( ailiiiiiini '< .1)

PARAMETER

I n..l v jlifonns

Test mn 0£i 1,-iliied h. I) K :

PARAMETERS

linmonia i nu, i

l«iUlKirWliaiNi;ioi!iil(Ik.N)

Nitraïc (NO) :

Mkalinih

2540 I)

2 un (

552H II

$220 II

S2I0 Il

mg'lmg Imglmg i

mg/l. 2.0

Mrlalsl Moiuir Uisorplion Speui'i.melr\ Il/V/l 1500 CuA: VII U

tfmi\, 5111-11

I5O0 Zn A: 1111 • B

1500 CrA: Ull II

3500PM; 3111 -B1500.MnA: 3111-B

mgl.mg/lmg/lmg/Lmg. I

T& '•

11.(16

0.10

0.1/5

0.1 II

11.30

0.05

0,031500J il: IlII -Il mg/l

II.SI MLIIIOI)

I/'// I •/22II..1

ILSI Millions

// U II

ll'll I 45011.\,t111(11

il'III 25211 II

I Nil

Mi'S'Ii/llml

1 NUS

mg I.

•„g l.

mg'l

mg/L•.' imûs d, rnvdjor Irrigation Watei (TSl •from i mironmenl Standard* andallm able liants <.«• Pallutanu/Information Bulletin, May 2003. Page 3 IHtbai Munn ipality ŒPSSIll r- Less 1 liai)

Remarialesi Mi'-iliiliviimiioii S.Rcsalls relataonl> loin» delivered itmsIc»lcd (ifsampling "..s notcarried ootbj Uk testing laboratorj lReport «li.ill\«.i be reprodueed (excepi in full) wiihoul MTtttcn appro .il oflhe laborator)

\noop K. MofîxHead ofChcmlstr) SectionForm I 'IIEM " " 03 Kev l

o.m.

i i o.i

0.19

I I ni

1 I 0.3

I.I 11.05

II 11.1)3

Kl SI II

7.8

100

20

...2

0.2

0-5

o,

0.5

o.2 :(I.I

0.2

0.2

11.2

0.1

0.5

0.2

0.01.u .

I Iraiu

Dnp Spra)

20

RESl LIS. Dnp

1.5"

I lllliis

! Spraj

1 '<» : 5L. r- ;

o.5l.

41-

'"'

un i n i nvironmenl

ISO 9001

ALHOTY-STANGER LABORATORIESIndependent Testing Laboratories


Report No. : 1)1(1-108991-1 A

j-aJt "cin —b^e^àJI Q

TEST REPORT — .«a^a si

j|^_jj| ^J


Client/

Establishment

Nu me

Address and location

Nature of Activité

Sampling Report No. (copy to be attached ) :

Sampling date/time |__ Not given

Sainplcd b)

Delivered bySamplc type

C lient

C lient

BIONEST MIDDLE LAS I

P.O. Box 24459, Dubai - U.A.E.

Water Treatment

Nol ApplicablePoint of Disposai(As statcd by the client)Rcccixing time/dateReceix ed by

Laboratory request no. : Nol Applicablel.aboralory samplc II) : 1)10-108991-1On site observations/

tests

1) Physical2) Température, "C3) pllat25"COn site treatment/


24/05/10 29/05/10 Tcstcd l» :

Source of samplc

I rcated water (Chlorinatcd)

AI Dar

Sampling ProcédureD Cirai)


Not givenSampling apparatasSampling point /tanker no. : NotgivenSampling container : PET bottlc

RESLLTS OF CHEMICAL ANAl.YSIS :I I) IC aeereilneille\l, ( enificiite nii.l. 11-001:-

DatcofAnalysis:

Not given

24/05/10- 1530 Mrs.

AMSI. Représentative

Not ApplicableNot ApplicableNot Applicable

Not Applicable

PARAMETERS ilsiwii: nions t NUSDETECTION

I.IMIISKLSI LIS

Drip

HR/SN

l.iniils

Sprax

6.(1 U. 8.0

toiniHi

pli al 25 ([otaj Suspriidcd Solidx(TSS)filial DisMiUrdSolidsIlDS)

Oil & (irrasc

( hrmiral Oxxsrn Drmand (COI))Uiochrmiral ()x>j;rii Drmand (HOD)(5.i..>s a :o(j

Ciippcr (CulNickel (Ni,

Zinc I/o)

( hriimium (Cr)

l.ead (Pb)Manganr-r (MnlCadmium (Cil)

PARAMETER

Lcral ( olifiiruis

Test nul niereiliteil l,v I) I C: -

PARAMETERS

Àmroonla ( NIL)rotai Kjrlilhal Nilriigcn ( IKN)NiiralelNO, )

xlkalinit)

"/ r/;»/. JerixeJ '•• r Irngali'.n H,lier l'ISl.i Iront '"Environment Slaïukirds •[Information Bulletin. May 2003. Page 3 . Duhai Municiptiliiy (EI'SSjJI I -1 es

Rcmarti

lest rncthoo\vanalk>n NoncRésulte relatas «miI> io Ihcdelivered itms icstcd(ifsampling «as aotcaniKepon shall m bcreprodueed (except m full) wilhoul wrinen approval of

Anoop K. MonyHead of C hemistry Sectionl-nrm.C1I1M 11II 05 liev 4

l/V/l 45011 un (l.oi

2541)-I)

2540 C

55211 B

522(1 B

mg/Lmg 1.mg I.mg I.

5.0

1(1.0

5.(1

5.(1

5210 B mgl. 20

Mêlais ( Momie Uisorplion Spcctromctrx)0.(16

0.10

0.05

l/V/l 3500 Cu.i; 3111 B3.51)0 Si; 3111 -Il

350(1/.n 1:3111-Il

3500 Cri; 31 II II

351)0 l'b.i.-3111-B

35110Mn i;3111-B

3500 Cl: 31 II -B

TESTMETHOD

APHA922IE.I

mgl.mg I.mg/l.mg/l.mgl.mg/l.mg I.

Page I of I

0.11)

11.30

0.1)5

0.1)3

MPK IDOml.

7.01

LTS7X11

LTS42

Il 0.06

Il 0.1

0.Ï2I.I (I.I

I.I (1.3

Il 0.05

110.113

KLSIII

Nul drlrrlril

ABU DHABI, U A E , PO. BOX 31039 TEL (02) 554223*. FAX : (02) 5547015DUBAI. UAE. PO. BOX 16756 TEL (04) 3472201 FAX : (04) 3472727

JEBEL ALI. U A E.. P.O. BOX 16756 TEL : (04) 8818461 FAX : (04) 8818461

KALBA.SHARJAH. U.A.E.. P.O. BOX 145133, TEL : (09) 2779543, FAX : (09) 2779545E-mail : alhoty'â'iimiralos.not.ae

6.11 10 S.ll

51)

150(1

KHI

20

0.2

0.5

0.1

11.5

0.2

0.1

50

11.2

11.2

0.2

0.1

(1.5

11.2

0.01

* I.imils

Drip Spraj

20

ISO 9001

•Irlilllilfll.

l'O BOX IA:<^

FAX: (041

MU' DU V

55425)4

«MTOIS

M). BOX 1*75*

KALBA SHARJAH.

I AI .

PO BOXMJI3J:>i (M

-TV545

>llui)>(rmintnt>aje

AL HOTY -STANGER LABORATORIES

i I KSI RKPORT

Qlj iiSh

Report No.: l)IO-l(l%7X-|B Report date : 12/06/10

Client/

Establishment

Naine

Addrcss and location

Nature of Aiiivily

tllONi Si MIDDLE LASI

l'.o. Box 24459. Dnbai-I .A f.

Water Treatment

Nol ApplicableSampling Report No. (cop) lo be attached ) :

Sampling date / time : 1)0/06/1(1 Noi given

Sampled by

Delivered bySamplc typeSource of samplc

Sampling Procédure

Client

Client

I rcated water (Chlorinatcd)

AI Dar

D Grab


' l'oiol of Disposai(Asstatcd hj Ihe client)Rccciving time/date

Received bj

Lnhoratory rcquesl no.l.aboralory samplc II)On site observations/lests

D Physical2) Température, "C3.) pliât 25"COn site treatment/préservation ofsamplc

Nol given

06/06/10- 1530 Mrs.

MISl Représentative

Nul ApplicableDl0-109678-1

Nol ApplicableNoi ApplicableNoiApplicableNot ApplicableSampling apparatus : Not given

Sampling point /tanker no.: Noi givenSampling container : l'K'l bottlc

RESl LIS Ol CHEMICAL ANALVSIS :I /) \Ci„, rediled le\l. CeilUieute nu.I.Il-Olll:-

Dateof Analysis: (16/06/ K) II, 1)6'1(1 1 ested b\ : MR, SN

PARAMETERS

pli ai25"Clolal Suspended Solid» (TSS)folaj Dissol\rdSolids(IDS)

Oil &. (irrasc

( liriuii.il bxjgcn Demand K OD)Hinriiriiiual Oxyucn Driuaiiil (KOD)(Sdayi i, 20"C|"

( nppn (( u)Nickel (Ni)

/inr (Znl

CIiioiiiiiiiii (C:)

I cad (l'I.)

Manganrsc (Mol( admium (Cd)

PARAMETER

I nal ( olifoi lus

/«•M nul ut; n ilitet. In 1/ IC: •

PARAMETERS

AiuuioiiM i Nil, ;

lotal Kjrliliia

NiiralrlNOj

Mkalinil;

• i'. l mftronmenlAgeney du lHuiht cmuklines forlaire.WKIedirrigation

. : i... n...i.

Kemaiis rxïwtc

rcsi mcitod eanaiion Nonc

Rcsulls iclbtcs only loihe delivered icms icstediil samplmij «as noi carried oui l>> Oie lesting laboratorx iRcnon shall ooi bcreprodueed (cxccnl infull) withoul writlcn apnnmral ofthelaborau i\

llrneen 11 KN)

lrfînAiuiop K. Mrtnyllcad ni Chemistry Sectiontarm CIIEMWn («/ta I

ll.si mi:liions

l/V/l 1500

2540

2540

un

n

c

5520 B

5220 B

5210 II

I Mis

mg/Lmgl.mg 1.mgl.

mg'l.

DLIK MON

I.IMIIS

(1.01

5.0

10.0

5.11

5.(1

2.U

I.I s

sus

1.1 5

13.6

I.I 2

I IMIIS

'•50 8.S0

HMMax.)

2000 (Max.)

2IHI(Max.|

10 (Max.)

Mêlais | Momie Absorption Sprrtrumetryll/V/l 3500(iil;5lll B

3500 Si; 3111 II

3500/1,1:3111 -B

35011 Cri: 31 II B

3500 Pbl; 3111 -B35011 Mn 1:51 II -B1500 CI; llll-Il

mg'l.mg lmg/l.mg/l.mg/l.mg/l.mg'l.

I Nil

\ .o.iif,

o.l u

0.05

O.IO

0.30

0.05

0.03

0.06

n il. a

0.19

i 1 o.l

1 I 0.3

Il 0.0s

I I O.Oj

n.2 (Max )

0 2 (Max >

2.0(Max io.l (Xln.i

slKMax.l

0.2 (Max |

II.OI iXLiv.)

ILsl ML I HOD

l/V/l 9221El

ll.sl Ml IIIODS

meu

APIIA4500S.

i nus

m» I.

mgl.

111(11 mg/LIl'III 2320 B mgA

Kl si i I

KLSI I is

0.3"

0.56

417

60

I.I II.

I I o.

I.IMI'IS

AL HOTY- STANGER LABORATORIES -xji i.4i

TEST REPORT

NEST MIDDLE EAST

.-Jo^-aJI ôlj fi\&

I)! IIAI. IJ.A.E.

\ \60tI

FAX.(04)

\'<i DHABI, OAU,\ 110»

•

5M7CI3

M) BOXI67Mi)niH6i

KAtlIASllARJ.MI.

ro.aox

fAX -(«)

CLIENT

CHEMICAL ANALYSIS OF WATER

Report No.Sampling Ccrt. No.Naioe \ désignationofsampling officerl'urpose of sampling

Naine & location ol

sampled promises

PlQ-109677-1

Not Applicable

Alisi Représentative

C/uality Assurance

Not given

Drinking water(O/onalcd)

06/00/Kl 1530 Mrs.

Report dateSampling mçlhod

; Sampling tlatc/timcSamplc containerSamplc appcaranccTes! incili.ids

l'csleil bx

Samplc I.I).

Rccehcd date/lime

On-sitc treatment

Results :

Transportcd in iccbox | Test dates

PARAMETERS

< hloriile(CI)Sulphate (SOj)Biearlioo.lnMCC),)

i alcium (C a)

Magnésium i.Mg)rotai Hardncss as (CaC03)( arl.ooatr Ilaidncss

Non-carbonate llardness

Ioial xlkalinit) lo pli 4.4METALS (ATOMIC ABSORPTION SPECTROME

\ mg/l ÂPÛA 3500- NaA : 3111 ~B" 35(1(1-KA: 31 II II

•• 3500 -FeA; 3111B" 3500-CuA; 3111B" 3511(1- Mit i: 31 II B

Sodium (Na)

(M

<rc)

l'ota

Iron

CoppciManganèseZincl.ead

( iiiiiiinoin

M -1 ess i han

sium

(Cii)

(Mo.

(/n)

tl'b»

(Cr)

INITS

mg I.mg/lmg'l.mg/l.mg'l.mg/l.mg'l.mg Img I

mg.

I.

mgl.mgl.mgl.mg Img I.mg i.

fESTMETIIODS

Appcarancc --- [PUA 21luOilour " 2150

| pli al 25*CConductivityat 25"( fiS/cml'oiai Suspendçd Solids ( ISS) mg I.Imal Dissobc.l Solidsal |80T Q DS) mg l

4500 -un

25102510 I)

2540 C

1500- cm

451)11 SO,-'2.120 n

3500 - Ça I)350(1- Mg I

" 23411 C

2320 K

232(1-R

2320 - It

35IIU //il: H 11 «

351)1) PbA',3111 B3500 Cri. 3111 I)

13/06710

Noi gjycn06/06/10 Noi gjvçnI l.l'KI Bottle

Çlear1. StandardMethodfi

Lxamiiialiou ol \\ l

VPIIA/AWVI \AM2. Momie Vbsorpllon

SN

06/06/10 13/06710

ir Ihe

lier* Waste Water.

F. 20'" Edith»Speclromclr}

RESULTS

ÇlearNormal

7.08

770

I.I 5

426

99.3

Gu IfStandard No. I4<>

2000 nu unbottled

drinking water:

i9 ;"8.1

192

(..5 - 8.5

loi. 1600

1000 (Max.!

250 (Mav.)

250 (Max.)

200 (Max.)

150 (Max.)

500 (Max i

7.8

811

64

K.

64

IKY)

188

24.5

I.I 0.01

I.I" 0.01

1.1 (1.01

Il 0.01

I I 11.01

I.I 0.01

200 (Max.)

n.3 (Max..

1.0 (Max.)

0.1 (.Max.)3 iMux.i

0.01 • Max.)

0.05 (Max.)

Ihr above samplc subraiited aad lesictl compiles with"CulfStandard Nu. 149 • ÎOOO" speciflca! Ilmlu Kmunbottled drinking water

variation Nonc

1*313) \ y^ \\Anoon K.'xlonv

^Icad ofChcmistrj, ScctIII M •• i:l ;.V> /

lhi> rcpo:i relates uni. ;.' ihçsanpU içsl

tawrjgaiinilo ntl m

Jui.,iVii Uill and iwthîhe ttrlltcnjjnwwyal ••! Visi shoraj ru

AL HOTY -STANGER LABORATORIES -H" Jo.,

TEST REPORT

CLIENT BIONEST MIDDLE EAST

BACTERIOLOGICAL ANALYSIS OF WATER

Sampling Certificate No.: Not given

Report : D10-110505-1

Project Quality Assurance

Référence Not specifledSamplc ID Potable water

Location AIDar

•Sampling location : Al ParSource Not specifled

Sampling method : Not specifledSampled byOn-site treatment

Client's Représentative

: Residual chlorine

neutralized and

transportcd in cool box

Sample brought in byReport date : 27.06.10

: AHSL Représentative

Sampling date : 22.06.10/1300 Hrs.

Samplc reccipt temp. 3.8 °C

Sample reccived on : 22.06.10/1930 Hrs.

Test dates : 22.06.10-26.06.10

Testcd by : PK/KK

Test I. Standard Melhods for the ExamilMtion of WatciMethods andWastewater APHA/AWWA/WEF, 2(),h Edn.

2. Manualof Microbiological Methods for iheFood & Driuk Industry. Campdcn &Chorieywood,Food Research Association,UK.Technical manual a 43,4 Edn.

3. Water quality -Détection and enumeration iof Pseudomonca aeruginosa by membranefiltraUon DS EN 12780:2002 BS6068- !4.15:2002

Parameters MethodsUnits

L_CCFRA 1.1.4:2003

Results

<1

WHO

Guidclinc

500 MaxAérobic Colonv Count CFU/mL

Total Coliforms CFU/lOOmL APHA 9222 B <1 Absent

Fccal Coliforms CFU/lOOmL APHA 9221 E.1 <1 Absent

Esclteric/tia coli CFU/IOOmL APHA 9222 B <1 Absent

CFU/lOOmL BS EN 12780:2002 <1 AbsentPseudomonas aeruginosaTheabovetestsarc accredited by DAC (Dubai Accréditation Centre) ENAS

Remarks :The submitted samplc is found to be of salisractory quality and within the specified limits.

Note: Sample collecied by the client. Détails ofsampling which may affeci ihe acenracy ofihe test results were nolprovidedby ihe client

Test Method Variation: NoncAPHA - American PublicHealth Association; CFU - Colony Forming Units.CCFRA -Campdcn & Chorieywood.Food Research Association.

loisreport relaies only tothe sample testcd and shall only bereprodueed inùill and with the wrilicn approval ol'AIIS Laboratories,

Mohammed S

Head of MicroBiôTogy DcpartmtFor Al Hoty Stangcr Laboratoric/tb

Summarv of Analvtical Test Reports on Water Quality

Across the board the foregoing results display System performance far exceeding régulatoryrequirements. The analvtical test reports shows compliance to both irrigation water standards withinAbu Dhabi and also for drinking water standards when compared to applicable Gulf and World HealthOrganisation (WHO) guidelines.

For irrigation waters the pHvalue at 25°C is within the range accepted by Abu Dhabi authorities. TotalSuspended Solids are less than half of the allowable limit as are Total Dissolved Solids. The ChemicalOxygen Demand is less than 25% of the maximum allowance and Biochemical Oxygen Demand wasreported at40% of the maximum limit. Metals were consistently reported at less than laboratorydétection limits. Fecal coliforms were not detected in a number of the laboratory analysis and returnedlower than allowable limits in the remaining analyses.

For drinking water, appearance was reported as Clear and odour Normal when reported against Gulfstandards for unbottled drinking water. For pH and Conductivityat 25°Cthèse were reported withinacceptable limits. Total dissolved solids were detected at less than half of allowable concentration. Theparameters chloride, sulphate, calcium, magnésium and total hardness were ail reported withinacceptable levels. For a suite of metals thèse fell within the accepted limits.

Potable water submitted for bacteriological analysis was described as - "ofsatisfactory quality andwithin the specifled limits"-when compared against WHO guidelines.

APPENDIX C - Business Illustration

BIONEST- CAPEX and OPEX Estimations - Uve Illustration for 1600 Man Operative Village, Abu Dhabi

ItemCost Assessment (AED)

Via BIONEST data source

Comment

Capital Investment 2,313,431.00

Export Development Canada

(EDC) financing support. Staged

payments.

Operational Costs65,312.00 pa

No Permanent Operator NeededLow operational Costs

Consumables Bill 22,068.00 pa Low Consumables Bill

Sludge Removal Costs 4,042.00 pa Minimal Sludge Removal

Maintenance Costs 224.00 pa NearZero Maintenance

Spare Parts (5-Year Inventory)13,957.00 5-Year Supply

2,791.00 paMinimal part replacement

Additional Capex- if Kitchen

Wastewaters Treated

Add Tank Construction (80m3)

Allow, say, 50,000100,00

Additional Opex - if Kitchen

Wastewaters TreatedIncluded No additional Operational Costs

Operational Life of BIONEST

PlantAt Least 20 Years

Proven with circa. 15,000 units

operating Worldwide

Client Management Contingency 330,326.00 Cire. 15% allowance - realistic

Control of Faecal Coliform

BIONEST Technology performs

well within compliance limits for

drinking water.

Human Health and Environment

protected - reputational benefit

Total Capex 2,643,757.00

Total Opex over 5-Years 472,185.00

Effective Expenditure Over

Design Life226,625.00

Sample Payback Estimation -for a 1600 man Operative Village, Abu Dhabi

Camp Installation Conventional Cost pa

(AED)Estimated Annual Cost BIONEST (AED)

16000 Operatives 2,998,239.00

Initial CAPEX 2,643,757.00

OPEX pa 226,625.00

Potable Water pa 529,936.00

Plant + Potable Water 756,561.00

Cost Saving pa 2,241,678.00

Payback Period 14 Months

aldar - bionest€¦ · aldar, through export development canada (edc), already has an approved...

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