[et_pb_section fb_built=”1″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_row _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” header_text_color=”#002353″ global_colors_info=”{}”]

Winery Installation Gallery 

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3.jpg” alt=”Simondium” title_text=”Borehole treatment – Senegal” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

Winery and Sewage treatment in Simondium
Unit processes include;
COD removal
Ammonia reduction
Nitrate and phosphate removal
Disinfection
Treated effluent used for irrigation.
Commissioned in 2022.

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2.jpg” alt=”Winery near Paarl” title_text=”Sewage treatment at a CSP” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

Winery near Paarl
Sewage and winery effluent treatment plant. Unit processes include;
high COD removal
Ammonia reduction
Nitrate and phosphate removal
Disinfection
Treated effluent used for irrigation.
Commissioned in 2022.

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1.jpg” alt=”Lomond” title_text=”Sewage treatment near Klapmuts” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

Lomond
Winery effluent treatment plant. Unit processes include;
high COD removal
Ammonia reduction
Nitrate and phosphate removal
Disinfection
Treated effluent used for irrigation.
Commissioned in 2022.

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/Installation-Image-Coming-Soon.jpg” alt=”Sewage treatment, Abuja Airport, Nigeria” title_text=”Installation Image Coming Soon” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

Durbanville Hills
Sewage, restaurant and winery effluent treatment plant. Unit processes include;
high COD removal
Ammonia reduction
Nitrate and phosphate removal
Disinfection
Treated effluent used for irrigation.
Commissioned in 2008 and upgraded in 2022

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/Installation-Image-Coming-Soon.jpg” alt=”Borehole treatment near Hendrina, Mpumulanga” title_text=”Installation Image Coming Soon” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

Winery in Franschhoek – Wildeberg Wines
Sewage and winery effluent treatment plant. Unit processes include;
high COD removal
Ammonia reduction
Nitrate and phosphate removal
Disinfection
Treated effluent used for irrigation.
Commissioned in 2021

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/Installation-Image-Coming-Soon.jpg” alt=”Potbelly – near Stellenbosch” title_text=”Installation Image Coming Soon” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

Bacco Wine Estate
Sewage and winery effluent treatment plant. Unit processes include;
high COD removal
Ammonia reduction
Nitrate and phosphate removal
Disinfection
Treated effluent used for irrigation.
Commissioned in 2021.

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-1.jpg” alt=”Cellar near the Paardeberg” title_text=”Borehole water treatment – DP Marais Hospital” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

Cellar near the Paardeberg
Winery effluent treatment using full flow attenuation. Unit processes include;
COD removal
Ammonia reduction
Nitrate and phosphate removal
pH Adjustment
Treated effluent used for irrigation.
Commissioned in 2021.

 

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-1.jpg” alt=”Babylonstoren” title_text=”Borehole water treatment – Victoria Hospital” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

Old Cape Dutch Farm near Simondium
Babylonstoren sewage and effluent treatment plant. Unit processes include;
high COD removal
Ammonia reduction
Nitrate and phosphate removal
Disinfection
Treated effluent used for irrigation.
First commissioned in 2008, upgraded in 2020.

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/Installation-Image-Coming-Soon.jpg” alt=”Sewage treatment near Worcester” title_text=”Installation Image Coming Soon” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

Lievland Estate – Winery and sewage treatment
Fully automated sewage and winery effluent treatment plant. Unit processes include;
COD removal
Ammonia reduction
Nitrate and phosphate removal
Disinfection
Pressure discharge included.
Commissioned in 2019.

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2.png” alt=”Vergenoeged” title_text=”2″ _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

Vergenoegd Wine Estate
High COD reduction
pH adjustment
Commissioned in 2018

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3.png” alt=”Benguela Cove” title_text=”Ambatovy Mine, Madagascar” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

Benguela Cove
Winery effluent treatment plant. Unit processes include;
high COD removal
Ammonia reduction
Nitrate and phosphate removal
Disinfection
Treated effluent discharged to Municipal sewer.
Commissioned in 2017.

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/4.png” alt=”Hilton Hotel – Nigeria” title_text=”Hilton Hotel – Nigeria” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

Franschhoek Cellar
Commissioned in 2017
3500 ton facility

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-1.jpg” alt=”TJ” title_text=”Industrial effluent” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

Twee Jonge gezellen
Commissioned in 2016
Winery and sewage treatment

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-2.jpg” alt=”Devon Valley” title_text=”Winery effluent treatment” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

Devon View Winery
Commissioned in 2015
300 ton cellar

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-2.jpg” alt=”Haute Cabrierre” title_text=”Maholela – Mozambique” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

Cabrierre
Commissioned in 2015
20 kilolitres per day

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-3.jpg” alt=”Quoin Rock” title_text=”Koeberg Rental” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

Quoin Rock
Construction 2014
Mixed effluent – winery, restaurant and sewage

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St Clements
Commissioned in 2013
Effluent from wine cellar and tasting room

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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.

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-5.jpg” alt=”Fable Wines” title_text=”Kipoi camp site – sewage treatment plant” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-5.jpg” alt=”de Morgenzon” title_text=”ipoi camp site – potable treatment plant” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-4.jpg” alt=”LelieFontein” title_text=”Xinavane, Mozambique” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-7.jpg” alt=”Dornier” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

Dornier
Treatment plant built in 2010
Winery and restuarant effluent
Treated Effluent Standard – Irrigation Standard
Design flow rate = 50 kl/d
Tonnage = 600

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-7.jpg” alt=”Haute Espoir” title_text=”Abosso Gold Mine, Ghana” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-6.jpg” alt=”Darling Cellars” title_text=”Halfweg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]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[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-8.jpg” alt=”Darling Cellars” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-8.jpg” alt=”Spier” title_text=”Abosso Gold Mine, Ghana” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-7.jpg” alt=”Delaire Graf” title_text=”Halfweg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-9.jpg” alt=”Eben Sadie” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-9.jpg” alt=”Creation Wines” title_text=”Abosso Gold Mine, Ghana” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/Installation-Image-Coming-Soon.jpg” alt=”Halfweg” title_text=”Installation Image Coming Soon” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-10.jpg” alt=”Reyneke Wines” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-10.jpg” alt=”Groote Post” title_text=”Abosso Gold Mine, Ghana” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-8.jpg” alt=”Almenkerk” title_text=”Halfweg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

Almenkerk

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-11.jpg” alt=”Stellenbosch Hills” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-11.jpg” alt=”Boekenhoutskloof” title_text=”Abosso Gold Mine, Ghana” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-9.jpg” alt=”Eaglevlei” title_text=”Halfweg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]

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

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-12.jpg” alt=”La Vierge” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-12.jpg” alt=”Ormonde” title_text=”Abosso Gold Mine, Ghana” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-10.jpg” alt=”Newton Johnson” title_text=”Halfweg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]

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

[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-13.jpg” alt=”Rico Suter” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/Installation-Image-Coming-Soon.jpg” alt=”Abosso Gold Mine, Ghana” title_text=”Installation Image Coming Soon” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-13.jpg” alt=”Klein Ood” title_text=”Halfweg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-11.jpg” alt=”L’Ormarins” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-14.jpg” alt=”Meerendal” title_text=”Abosso Gold Mine, Ghana” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-14.jpg” alt=”Zorgvliet” title_text=”Halfweg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-12.jpg” alt=”Ernie Els” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-15.jpg” alt=”Mont Desin” title_text=”Abosso Gold Mine, Ghana” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-15.jpg” alt=”Asara” title_text=”Halfweg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-13.jpg” alt=”Blaauklippen” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-16.jpg” alt=”Helderberg” title_text=”Abosso Gold Mine, Ghana” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-16.jpg” alt=”Eerste Rivier” title_text=”Halfweg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/Installation-Image-Coming-Soon.jpg” alt=”Middelburg” title_text=”Installation Image Coming Soon” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/1-17.jpg” alt=”Thelema” title_text=”Abosso Gold Mine, Ghana” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/2-17.jpg” alt=”Moreson” title_text=”Halfweg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https://hwt.co.za/wp-content/uploads/2022/11/3-14.jpg” alt=”Company of Wine People” title_text=”Middelburg” _builder_version=”4.19.0″ _module_preset=”default” box_shadow_style=”preset2″ global_colors_info=”{}”][/et_pb_image][et_pb_text _builder_version=”4.19.0″ _module_preset=”default” global_colors_info=”{}”]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[/et_pb_text][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.18.0″ _module_preset=”default” global_colors_info=”{}”][/et_pb_column][/et_pb_row][/et_pb_section]