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Winery snapshots

Benguela Cove

Benguela Cove

Commissioned in 2017
350 tons
Franschhoek Cellar

Franschhoek Cellar

Commissioned in 2017
3500 ton facility
Twee Jonge gezellen

Twee Jonge gezellen

Commissioned in 2016
Winery and sewage treatment
Devon View Winery

Devon View Winery

Commissioned in 2015
300 ton cellar
Cabrierre

Cabrierre

Commissioned in 2015
20 kilolitres per day
Quoin Rock

Quoin Rock

Construction 2014
Mixed effluent - winery, restaurant and sewage
St Clements

St Clements

Commissioned in 2013
Effluent from wine cellar and tasting room
Mulderbosch

Mulderbosch

Wine cellar and sewage treatment
Treated effluent is used for irrigation
Commissioned in 2013
This was HWT's last treatment plant that required a Waste Licence as mandated in the Waste Act. Since 2013 this requirement has fallen away.
Fable Wines005006007008009010011012013-(2)013014015Fable-2013

Fable Wines

Treatment plant built in 2011
Waste water comprises winery effluent
Treated Effluent Standard – DWAF General Limit
Design flow rate = 15 kl/d
Tonnage = 300
de Morgenzon002003004005006007008009011013015022023024011120090380111200903901112009040011120090410111200904201112009043011120090440111200904501112009046DSC00162DSC00163DSC00164DSC00324DSC00325Plum-Oct-2-004Plum-Oct-2-005Plum-Oct-2-006Plum-Oct-2-007Plum-Oct-2-008Reverse-Osmosis-006

de Morgenzon

Treatment plant built in 2010
Waste water comprises winery effluent
Treated Effluent Standard – DWAF General Limit
Design flow rate = 15 kl/d
Tonnage = 700
Lelienfontein20090106169

Lelienfontein

Built in 2008
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 20 kl/d
Tonnage = 120
DornierDSC00181PB260001PB260002PB260003PB260005PB260006Reed-bed,-Dornier-Nov-2007003004006013014015016040041042043059060061DSC00178DSC00179

Dornier

Treatment plant built in 2010
Winery and restuarant effluent
Treated Effluent Standard – Irrigation Standard
Design flow rate = 50 kl/d
Tonnage = 600
Haute Espoir002003004-(2)004005-(2)005006-(2)006007-(2)007008-(2)008009-(2)009010-(2)010011-(2)011012-(2)012013-(2)013014015016017018200620072008Close-up-of-reed-bedHaut-Espoir-001Haut-Espoir-002Haut-Espoir-003Haut-Espoir-004Haut-Espoir-005Haut-Espoir-006Haut-Espoir-reedbed

Haute Espoir

Treatment plant built in 2010
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 5 kl/d
Tonnage = 250
Darling Cellars002003004009032033034035DSC00113DSC00114DSC00115DSC00116DSC00117DSC00118DSC00119Haut-Espoir-010Haut-Espoir-011Haut-Espoir-012Haut-Espoir-013Haut-Espoir-014Haut-Espoir-015Haut-Espoir-016Haut-Espoir-017Haut-Espoir-018Haut-Espoir-019Haut-Espoir-020Haut-Espoir-021

Darling Cellars

Treatment plant built in 2010
Waste water comprises winery effluent
Treated Effluent Standard – Irrigation Standard
Design flow rate = 125 kl/d
Tonnage = 8000
Durbanville Hills02808012008021080120080220801200802308012008024180820083962502200809526062008279Bulls-and-flowersDSC01222manhole-coverPA180001PA180002PA180003PA180004PA180005PB090020PB090021PB090022Durbanville Hills

Durbanville Hills

Built in 2008
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 80 kl/d
Tonnage = 8000
Spier Wines

Spier Wines

Built in 2008
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 80 kl/d
Tonnage = 3000

Delaire002-(2)002003005055056057058059060061062063064065066067068069070071072073111120081121111200811311112008114111120081151912200824819122008249DSC00358DSC00359DSCF2222-smallDSCF2223-small

Delaire

Built in 2008
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 30 kl/d
Tonnage = 230
Babylonstoren

Babylonstoren

Treatment plant built in 2009 Waste water comprises winery effluent Treated Effluent Standard – DWAF General Limit Design flow rate = 35 kl/d Tonnage = 300
Eben SadiePB090009PB090010PB090011PB090012PB090013PB090014PB090015PB090016PB090017PB090018PB090019

Eben Sadie

Built in 2007
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 5 kl/d
Tonnage = 150
Creation WinesDam-with-river-on-sideDam-with-sharp-wallsDSC00239DSC00240DSC00241DSC00242DSC00243DSC00244DSC00245DSC00246DSC00247JC-Martin-Reed-bed-Nov,-2007P1010001P1010002P1010003P1010004P1010005P1010006P1010007P1010008PB240038PB240039PB240040PB240041PB240042PB240043PB240044PB240045PB240046PB240047Picture-010Picture-011Picture-012Reed-bed-backfilledReed-bed-Nov-2007

Creation Wines

Built in 2007
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 5 kl/d
Tonnage = 180
Hidden Valley Wines

Hidden Valley Wines

Built in 2007
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 15 kl/d
Tonnage = 220
Reyneke Wines

Reyneke Wines

Treatment plant built in 2009
Waste water comprises winery effluent
Treated Effluent Standard –Irrigation Standard
Design flow rate = 15 kl/d
Tonnage = 300
Groote Post120220093031202200930412022009305120220093061202200930712022009308120220093091202200931012022009311DSC00120DSC00121DSC00122DSC00123DSC00124DSC00125DSC00126DSC00127

Groote Post

Treatment plant built in 2008
Waste water comprises winery effluent
Treated Effluent Standard – Irrigation Standard
Design flow rate = 15 kl/d
Tonnage = 800
Almenkerk0020060070080090102009012918920090129190200901291912209200804322092008044Almenkerk-20090117-001Almenkerk-20090117-002Almenkerk-20090117-003Almenkerk-20090117-004Almenkerk-20090117-005Reservoir-March-18th,-2009-(1)

Almenkerk

Info goes here
Stellenbosch Hills

Stellenbosch Hills

Built in 2006
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWS Irrigation Limit
Design flow rate = 80 kl/d
Tonnage = 7000
BoekenhoutskloofP1010002P1010003P1010004P1010005P1010006P1240008

Boekenhoutskloof

Built in 2006
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 10 kl/d
Tonnage = 250
EaglevleiE1E2Eaglevlei2-01.08Eaglevlei4-01.08P1010034P1010035P1010036P1010037P1010038P1010039P1010040P1010041P1010042P1010043P1010044P1010045P1010046P1010047PB090014

Eaglevlei

Built in 2006
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 20 kl/d
Tonnage = 400
La ViergePB240054PB240055PB24005720090106169lavierge—betwHD-and-RBlavierge—from-HD-to-RBlavierge—holding-damlavierge—reed-bed-(small-file)lavierge—reed-bedP1010002P1010003P1010004P1010007P1010008P1010012P1010013P1010014P1010015P1010016PB240050PB240052

La Vierge

Built in 2006
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 5 kl/d
Tonnage = 200
OrmondeOrmonde-construction—web-sizeP1120003P1120006

Ormonde

Built in 2005
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 40 kl/d
Tonnage = 1000
Newton JohnsonPB010063PB010064

Newton Johnson

Built in 2005
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 15 kl/d
Tonnage = 200
Rico Suter

Rico Suter

Built in 2005
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 25 kl/d
Tonnage = 600
Mellasat Vineyards

Mellasat Vineyards

Built in 2008
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 5 kl/d
Tonnage = 50
KleinoodKleinoodKleinood-Control-roomKleinood-DamP1010035P1010036P1010037PB240046

Kleinood

Built in 2004
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 5 kl/d
Tonnage = 110
L'OrmarinsL’Ormarins-Control-roomL’Ormarins-lime-doserPB240049PB240055PB240057

L’Ormarins

Built in 2004
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 60 kl/d
Tonnage = 700
MeerendalMeerendalMeerendal-1Meerendal-2

Meerendal

Built in 2004
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 60 kl/d
Tonnage = 1250
ZorgvlietZorgvliet-Bioreactor-and-Reedbed—Web-sizeZorgvliet-Control-roomZorgvliet-ReedbedZorgvliet-Rotostab

Zorgvliet

Built in 2004
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 40 kl/d
Tonnage = 400
Ernie ElsErnie-ElsErnie-Els-bioreactorErnie-Els-bioreactor—web-sizeErnie-Els-irrigation-damP1010038P1010039P1010040reedsreeds—for-documentsreeds—for-documents-smalle

Ernie Els

Built in 2004
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 25 kl/d
Tonnage = 400
Mont Destin31072008354DV00000DV00001DV00002DV00003DV00004DV00005DV00006

Mont Destin

Built in 2005
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 3 kl/d
Tonnage = 15
AsaraAsaraAsara-bioreactorAsara-Effluent-PlantP1010169P1010170P1010171PB060003PB060004

Asara

Built in 2002
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 25 kl/d
Tonnage = 500
BlaauwklippenBlaauwklippen-BioreactorP1010172

Blaauwklippen

Built in 2002
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 20 kl/d
Tonnage = 500
HelderbergHelderberg-BioreactorHelderberg-control-roomJC-Martin-Reed-bed-Nov,-2007P1010173P1010174P1010175Spiral-screen—sieve-detail

Helderberg

Built in 2002
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 100 kl/d
Tonnage = 4000
Eerste River CellarEersterivierP1010166P1010167Spiral-Sieve-Screen-Eersterivier

Eerste River Cellar

Built in 2001
Waste water comprises winery effluent
Treated Effluent Standard – DWAF Irrigation Standard
Design flow rate = 120 kl/d
Tonnage = 5000
Tokara003005-(2)006-(2)006-(3)006007008-(2)00901013112008160920081709200821112008220820082402200926082008040820083740810200807411092008028110920080291207200830117062008258190920080422008102706922082008001230920080462409200804827112008162271120081672711200816928012009290Barrels-at-TokaraDSC00139IMG-20110831-00079IMG-20110831-00081Olive-shed-sewage-manholes—roundOlive-shed-sewage-manholes—squarePA060024PanelSamples—before-and-after-Nov-2013

Tokara

Built in 2000
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF Special Limit
Design flow rate = 30 kl/d
Tonnage = 500
ThelemaThelema – 02Thelema – 03

Thelema

Built in 1999
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 10 kl/d
Tonnage = 700
MoresonMoreson-Bioreactor

Moreson

Built in 1998 and upgraded in 2002
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 30 kl/d
Tonnage = 500
Company of Wine People and Welmoed WineryP1010004P1010005P1010009P1010010P1010011P1010012P1010013P1010015P1010017P1010019P1010020P1010021P1010022P1010029P1010030P1010032P1010165

Company of Wine People and Welmoed Winery

Formerly Stellenbosch Bottling
Treatment plant built in 1998 and subsequently upgraded several times
Waste water comprises winery effluent and domestic sewage
Treated Effluent Standard – DWAF General Limit
Design flow rate = 120 kl/d
Tonnage = 4000