appendix 1: location & site plans - cape eaprac bardolino/bar/h... · 2016-05-09 · +27 (0) 44...

Bardolino Lifestyle Village MOS365

Cape EAPrac Environmental Management Programme

APPENDIX 1: LOCATION & SITE

PLANS

Drawn ReferenceDateCheckedMelissa Mackay

SianHolder August 2015 MOS365

Map Index

Western CapeProvince

Eastern CapeProvince

North CapeProvince

Notes- Map Scale is 1 : 40 000 when printed on A3.- Aerial Image courtesy of Google Earth Pro 2015- Imagery date September 2013.- Cadastral data courtesy of Surveyor General 2015- Closest Metar wind station is located at the

Location PlanBardolino Lifestyle Village

Erf 3972, Dias StrandMossel Bay

± 0 500 1,000 1,500 2,000250Meters

Erf_3972

Legend

MosselbayMunicipality

Mossel Bay

Mossel BayHarbour

Dias Strand

N2To Albertinia

N2

N2

N2To George

Site co-ordinates:34°09'18.42"S22°06'21.88"E

PetroSA TankFarm

Pinnacle Point

Hartenbos

Drawn ReferenceDateCheckedMelissa Mackay

SianHolder August 2015 MOS365

Map Index

Western CapeProvince

Eastern CapeProvince

North CapeProvince

Notes- Map Scale is 1 : 20 000 when printed on A3.- 1:50k Topographical data courtesy of SurveyorGeneral

1:50 000 Topographical PlanBardolino Lifestyle Village

Erf 3972, Dias StrandMossel Bay

± 0 280 560 840 1,120140Meters

Erf_3972

Legend

MosselbayMunicipality

80

72

4.95General Residential 1 81 2,747.72

6.603,659.74801Frail Care

82 100.00TOTAL 55,474.11

3.061,695.4874-79

Private Open Space

%AREA (m²)ERF NO.ERVEN

PROPOSED ZONINGS

ZONING

21.1111,712.70821Transport Zone II

45.25Group Housing 73 1-73 25,101.68

80

00

85

00

90

00

95

00

10

00

0

10

50

0

11

00

0

11

50

0

12

00

0

15

00

0

15

50

0

16

00

0

16

50

0

16

50

0

17

00

0

8

00

0

11

00

0 11

50

0 12

00

0

12

50

0

13

00

0

13

50

0

14

00

0

14

50

0

15

00

0

15

50

0

12

50

0

13

00

0

13

50

0

14000

14500

16

00

0

17

00

0

81

82

17m

8m

11m

11m

11m

11m

8m

8m

8m

8m11

m

1

43

18

19

20

21

22

2324

25

26

27

28

29

3031

32

33

36

37

35 34

5

17

16

15

13

12

11

10

9

8

7

6

80

73

71

69

68

67

66

65

64

63

62

61

60

59

58

57

56

55

54 5150

495253 48

38 39 40

4142

47

464544

43

77

1:1500

DV

FEB 2016

759/MOS/15/TEK/SKF/SDP2_V7MV

DESIGNED:DESIGNED:

DATUM:DATE:

PLAN NR:PLAN NO:

GETEKEN:DRAWN:

This drawing is the copyright of DELplan Consulting.Do not scale from it but refer to figured dimen-

sions. All measurements must be checked and confirmedby a Professional Land Surveyor. Any discrepenciesshould please be reported to DELPlan immediately.

Die kopiereg van hierdie tekening behoort aan DELplanConsulting. Moenie daarvan afskaal nie,

maar verwys na afstande soos aangedui. Alle afmetingsmoet deur 'n Professionele Landmeter nagegaan en be-vestig word. Enige teenstrydighede moet asseblief dade-

lik aan DELplan rapporteer word.

COPYRIGHT: KOPIEREG:

Tel: 044 873 4566 • Email: [email protected]

AANHANGSEL

A3 Scale:

Voorgestelde ontwikkeling virPurperwinde Beleggings (Pty) Ltd

Erf 3972, Hartenbos

Terreinontwikkelingsplan

PROJECT:

DESCRIPTION:

TITLE:

PROJEK:

BESKRYWING:

TITEL:

NOTES: NOTAS:

76

2

14

78

TWEE KUILEN

ENTRANCE TO

INDUSTRIE ROAD 16,00m

4028

KARVEEL CRESCENT

4043

4042

4041

4034

40334032

4027

4026

4025

3987

3986

3985

3984

3983

3982

4216

3991

REMAINDER OF PORTION 1

3176

570

568

277

3025

2891

2896

4193

4122

4121 4120 4119 4118 41174116

411541144113411241114110

MAIN ROAD No 7 32,00m

137

136

135

134

132

4309

DIAZ DRIVE 16,00m

DIAZ DRIVE 30,00m

42184310

CL SEWER SERVITUDE 5,00m

4320

43184319

HARTENBOS TOWNSHIP

EXT. 12

3981

4125

4124/R

4215 4214 4213 4212 4211 4210 4209 4208 4207 4206

41954194

DIAZ DRIVE 16,00m

4031

4030

4029

4016

4006

3980

3979

3978

3977

3976

3975

39743973

HARTENBOSCH

79

STORMWATER

STORAGEAREA

DAM

133

265/R

3687

SWARTTOBIE

4124/R

4124/R

4792

4123

4963

4964

4965

4966

4967

4968

4969

4970

4971

4972

4973

4974

4975

4976

4310

74

75

8m

11m

11m

11m

11m

143/R

264

4035

4036

Protected Vegetation 19.0310,566.79

7

Protected vegetation as part of private open space system.covering 11,423.22m².

1

14

13

12

11

10

9

8

7

6

5

4

3

2

AMBULANS

WAG-AREA

tdtdwm

ONTVANGSteels

VERPLEEGSTERS

ONTVANGS

SITKAMER EN

WAGKAMER

teels

VRIESKAMER

KOELKAMER

EETSAALteels

VULLISWERF

granoliet

BINNEHOF

DROOGWERF

plaveisel

TEEKAMER

teels

MANS

teels

WERKERS DAMESteels

NOOD

KRAGOPWEKKER

KAMER

granoliet

WAS EN STRYKKAMER

teels

1:100 hel ling

DAMES

teels

WERKERS MANS

teels

MEDIESESTOOR

SKOONMAAKMIDDELS

granoliet

SPENS

LINNESTOOR

ramp op

ADMIN

KANTOOR

teels

BETUURDER

KANTOOR

teels

KONFERENSIEKAMER

teels

KANTOOR

yk

wm

AMBULANS

ROLSTOEL

PARKERING

ramp opramp op

GOEDERE OPLAAI

EN AFLAAI SONE

ramp op

SLOESH

STOOR

ramp op ramp op

MANSSAAL

DAMESSAALSIEKEBOEG / ONDERSOEKKAMER

KAMER 1KAMER 2KAMER 3

KAMER 4KAMER 5KAMER 6KAMER 7KAMER 8KAMER 9KAMER 10

KAMER 11 KAMER 12 KAMER 13 KAMER 14 KAMER 15 KAMER 16 KAMER 17

KOMBUIS

teels

gasstowe

voorbereiding oppervlaktes

voorbereiding oppervlaktes

bedienluik

LINNE DROOGWERF

NOOD WATERTENKS

VULLISWERF

granoliet

SEKURITEIT

teels

1

2

3

4

5

6

7

8

9

10

ramp op

ramp op

ROLSTOEL

PARKERING

TEEKOMBUIS

VULLIS IN

VULLIS UIT

ONDERDAK STOEPteels

ONDERDAK STOEP

teels

ONDERDAK STOEP

teels

ONDERDAK INGANG

teels

MOTORHUIS EN

WERKSWINKEL

granoliet

ramp op

gassilinders

UIT

IN

ROLSTOEL TOILET

TOEKOMS

TIGE UITB

REIDING

MEDIESE AFVAL

GROENTEWAS

teels

35

34 33 32 31 30 29 28 27 26 25 24 23 22 21

20

19

18

17

16

15

14

13

12

11

TWEE KUILEN

BOULEVARDPLACE

DIAZ INDUSTRIA

DIAZSTRAND

Mambo

Typewritten Text

Mambo

Typewritten Text

Mambo

Typewritten Text

Alternative 1 (Preferred Alternative)

1234567

8 9 10 11 12 13 14 15

21222324252627

28 29 30 31 32 33 3435

3637

3839

4041424344

45 46 47 49

5051

5253

5455

56

57

6364

65

6667

68

69

70

71

72

7374

75

7677

78

79

80

8182

83

84

85

8687

88

89

90

91

92

9495

9697

98

99

DAM

FRAILCARE DEVELOPMENT

[Erf 1490m²]

Maximum Coverage 37.5%

therefor 560m² with bulk

of 0.75 therefor building of

1,120m²

OPEN SPACE

EN

TR

AN

CE

BEACH BOULEVARD EAST

EN

TR

AN

CE

TO

TW

EE

KU

ILE

N

N

16000

16000

16

00

0

16

00

0

16000

16000

16000

16

00

0

7524m²

OPEN SPACE488m²

OPEN SPACE

229m²

ROAD

SURFACE =

8,062m²

TOTAL ERF AREA:

55 478m²

16 17

18

19

20

93

5960

61

62

48

58

OPEN SPACE

746m²

OPEN SPACE

615m²

OPEN SPACE

527m²

OPEN SPACE

470m²

OPEN SPACE

986m²

OPEN SPACE

198m²

OPEN SPACE

1511m²

OPEN SPACE

330m²

OPEN SPACE

313m²

OPEN SPACE

672m²

OPEN SPACE

413m²

ROAD

RESERVES

SURFACE =

2,488m²

PROTECTED VEGETATION

NEW ROAD SURFACES

NEW OPEN GREEN SPACES

NEW FRAILCARE DEVELOPMENT

INDIVIDUAL ERVEN

© COPYRIGHT RESERVED

S.A.C.A.P.REG. NOMMER

PrArch 20875

• WRITTEN NOTICE MUST BE OBTAINED FOR ANY AESTHETICAL AND STRUCTURAL

CHANGES FROM COETZEE ALBERTS ARCHITECTS (PTY) LTD AND THE APPOINTED

ENGINEER ON SITE. COPYRIGHT BELONGS TO COETZEE ALBERTS ARCHITECTS

(PTY) LTD. NO DEVIATION FROM THESE PLANS WILL BE PERMITTED.

• THE DESIGN OF THIS DRAWING REMAINS THE PROPERTY OF COETZEE ALBERTS

ARCHITECTS (PTY) LTD.

• LEVELS AND DIMENSIONS TO BE USED ONLY. ANY DISCREPANCIES ARE TO BE

REPORTED TO ARCHITECT AND BE RESOLVED BEFORE BUILDING WORK

COMMENCES.

• WRITTEN DIMENSIONS TO BE USED ONLY. NO DIMENSIONS MAY BE SCALED.

• ALL WORK TO COMPLY TO SANS 10400 AND SANS 204.

• VERTICAL D.P.C. TO BE FIXED AT CHANGES IN ALL LEVELS.

• INSPECTION EYES TO ALL DRAINAGE AND SEWAGE PIPE WORK TO BE

ACCESSABLE AND TO BE SUITABLY MARKED AT GROUND LEVEL.

• ALL PIPE WORK TO CONFORM TO SANS 10400 AND SANS 204 AS WELL AS

SPECIFICATIONS.

• VENTELATION TO COFORM TO SPECIFICATIONS OF THE NBR.

• THE FALL OF THE SITE IS ACCORDING TO THE SURVEYER.

• DETERMINE FINAL POSITION OF MUNICIPALITY SEWAGE CONNECTION ON SITE.

• DETERMINE POSITION OF EXISTING SEWERLINE, BEFORE BUILDING.

• CONCRETE LINTELS OVER EVERY WINDOW, DOOR AND OPENING.

• FLOORPLAN SECTION 1,8m FROM UNFINISHED FLOOR LEVEL.

PROJECT

DRAWING

SCALE DATE DRAWN DESIGNED

DRAWING NR.

7704

+27 (0) 44 690 4437

e-mail: [email protected]

IT IS THE EXPRESSED CONDITION OF THE AGREEMENT THAT ALL

WORKS:TO BE STRICTLY IN ACCORDANCE WITH THE N.B.R. SANS

10400 MINIMUM STANDARDS.

THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF CoetzeeAlberts Architects

ALL DIMENTSIONS AND SETTING OUT DIMENSIONS TO BE CHECKED

ON SITE AND ANY DISCREPENCIES TO BE REPORTED TO THE

ARCHITECTS BEFORE COMMENCEMENT OF ANY CONSTRUCTION OR

MANUFACTURING ON OR OFF SITE.

THIS DRAWING MAY NOT BE SCALED. ONLY FIGURED DIMENSIONS

MAY BE USED.

www.coetzeealberts.co.za

NOTES:

ARCHITECT SIGNATURE CLIENT SIGNATURE

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LIFESTYLE DEVELOPMENT ON ERF 3972, DIAZ

BEACH, MOSSEL BAY

SDP

T.ALBERTS

14-34-14-C001 Rev 2

2014/10/16 CAA

ZONING TABLE

ERF 3972 - DIAZ BEACH, MOSSEL BAY

Required by Scheme Regulation Project Provides

Building Lines

Street - 4.5m

Sides - 4.5m

Back - 4.5m

Building Lines

Coverage

37.5%

Erf 3972 - 55, 478m²

Therefor maximum: 20,804.25m²

Maximum Floor Factor [bulk]

Coverage

Street - 4.5m

Sides - 4.5m

Back - 4.5m

Height Height

3 Storeys 2 Storeys

Maximum Floor Factor [bulk]

Parking Parking

1 gross parking bay per 60m² of the total

floor area if an office function is included; 2

gross parking bays per 3 beds in the case of a

hospital; or a pro-rata combination.

Erf 3972- 0.75

Therefor maximum area: 41,608.5m²

Density

Maximum of 30 units per Hectar

Erf 3972 - 5,5478m² or 5,5478 Ha

Therefor 166 units maximum

Density

Single Residential: 99 - Units

Mambo

Typewritten Text

Alternative 2

1 2 3 4 5 6 7 8 9 10

11

121314151617181920

21 22 23 24 25 26 27 28 29 30

303132333435363738

39 40 41 42 43 44 45 46 47

48495051525354

5556

5758

5960

6162

63 6465

6667

6869

707172

7374

75

7677

7879

80

8182

8384

85

86

87

8889

90

91

92

93

94

95

9697

9899

100

101

102

103

104

105

106

107

108

109110

111

112

DAM

FUTURE DEVELOPMENT

OPEN SPACE

OPEN SPACE

OP

EN

SP

AC

E

OP

EN

SP

AC

E

EN

TR

AN

CE

BEACH BOULEVARD EAST

EN

TR

AN

CE

TO

TW

EE

KU

ILE

N

N

18

50

01

00

00

16

00

01

60

00

10

00

0

16000

16000

16000

16

00

0

16

00

0

16000

16000

16000 16000

16

00

01

60

00

16000

16000

16

00

0

1600016000

15854

© COPYRIGHT RESERVED

S.A.C.A.P.

REG. NOMMER

PrArch 20875

• WRITTEN NOTICE MUST BE OBTAINED FOR ANY AESTHETICAL AND STRUCTURAL

CHANGES FROM COETZEE ALBERTS ARCHITECTS (PTY) LTD AND THE APPOINTED

ENGINEER ON SITE. COPYRIGHT BELONGS TO COETZEE ALBERTS ARCHITECTS

(PTY) LTD. NO DEVIATION FROM THESE PLANS WILL BE PERMITTED.

• THE DESIGN OF THIS DRAWING REMAINS THE PROPERTY OF COETZEE ALBERTS

ARCHITECTS (PTY) LTD.

• LEVELS AND DIMENSIONS TO BE USED ONLY. ANY DISCREPANCIES ARE TO BE

REPORTED TO ARCHITECT AND BE RESOLVED BEFORE BUILDING WORK

COMMENCES.

• WRITTEN DIMENSIONS TO BE USED ONLY. NO DIMENSIONS MAY BE SCALED.

• ALL WORK TO COMPLY TO SANS 10400 AND SANS 204.

• VERTICAL D.P.C. TO BE FIXED AT CHANGES IN ALL LEVELS.

• INSPECTION EYES TO ALL DRAINAGE AND SEWAGE PIPE WORK TO BE

ACCESSABLE AND TO BE SUITABLY MARKED AT GROUND LEVEL.

• ALL PIPE WORK TO CONFORM TO SANS 10400 AND SANS 204 AS WELL AS

SPECIFICATIONS.

• VENTELATION TO COFORM TO SPECIFICATIONS OF THE NBR.

• THE FALL OF THE SITE IS ACCORDING TO THE SURVEYER.

• DETERMINE FINAL POSITION OF MUNICIPALITY SEWAGE CONNECTION ON SITE.

• DETERMINE POSITION OF EXISTING SEWERLINE, BEFORE BUILDING.

• CONCRETE LINTELS OVER EVERY WINDOW, DOOR AND OPENING.

• FLOORPLAN SECTION 1,8m FROM UNFINISHED FLOOR LEVEL.

PROJECT

DRAWING

SCALE DATE DRAWN DESIGNED

DRAWING NR.

7704

+27 (0) 44 690 4437

e-mail: [email protected]

IT IS THE EXPRESSED CONDITION OF THE AGREEMENT THAT ALL

WORKS:TO BE STRICTLY IN ACCORDANCE WITH THE N.B.R. SANS

10400 MINIMUM STANDARDS.

THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF CoetzeeAlberts Architects

ALL DIMENTSIONS AND SETTING OUT DIMENSIONS TO BE CHECKED

ON SITE AND ANY DISCREPENCIES TO BE REPORTED TO THE

ARCHITECTS BEFORE COMMENCEMENT OF ANY CONSTRUCTION OR

MANUFACTURING ON OR OFF SITE.

THIS DRAWING MAY NOT BE SCALED. ONLY FIGURED DIMENSIONS

MAY BE USED.

www.coetzeealberts.co.za

NOTES:

ARCHITECT SIGNATURE CLIENT SIGNATURE

&

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lifestyle development diaz beach

SDP

CAA

14-34-14-C001

09/29/14 CAA

1 : 750

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Typewritten Text

Alternative 3



APPENDIX 2: ARCHITECTURAL

GUIDELINES

Architectural Guidelines for Bardolino Lifestyle Development, Mossel Bay

1

Architectural Guideline for the proposed new Lifestyle Development known as

Bardolino

Stand 3972 Hartenbos (Diaz Beach)


2

INDEX

1. Background.................................................................................3 2. Definitions and Regulatory framework …....................................4 3. Review and Design scrutinizing process.....................................5-6

a. The Process is as follows: b. Building plan requirements:Background

4. Building Parameters.....................................................................7 a. Building lines b. Coverage c. Height d. Building Widths e. Parking

5. Architecture and Building elements.............................................8-11 a. Main Building Elements

i. Walls ii. Windows iii. Doors iv. Roof v. Balustrades & Balconies vi. Columns vii. Heat pumps & Air-conditioning units

b. Main Landscaping Elements i. Boundary walls, Fences & Screens ii. Retaining walls iii. External Decks iv. Hard surfaces v. Swimming pools & Water features vi. Planting

c. Generators 6. Landscaping................................................................................12


3

1. Background The development is located in the heart of a predominant holiday area of Mossel Bay, known as Diaz Beach. While it is located in the centre of this popular area the site is well isolated form the surrounding area because of lush natural vegetation. The development sits on a high point sloping East toward the sea. With the property being a development earmarked for a Lifestyle estate for retired people is sets out to create and enhance this sense of seclusion and safety. The developer has the aim to create the sense of place which is seen at the Italian area of Bernardino, but within the local context of Mossel Bay, South Africa. Key characteristics which are taken from the area of Bardolino and seen as inspiration for this development are:

Relaxed atmosphere Temperate Climate Natural Surrounding

The sense of place speaks of a site which overlooks toward the sea in the East and protected from the urban landscape to the West. The development aims to enhance the views, Northern sun and be known for large private open spaces, Because of the protected Milkwood trees large areas are dedicated to the enhancement and flourishing of the biome, also referred to as a green corridor. Therefore the erven are kept to the minimum as the intention is to create spaces for people to engage and grow as a community, rather than being isolated into each individual erven. To ensure this the buildings are staggered as much as possible within the variety of each type of unit, but creating and maintaining a suitable street definition. No street boundary walls are permitted and minimal inter unit/erf boundaries to enhance the sense of private open spaces. Only minimal erf fences are proposed as to allow for enclosure of pets. Landscaping of units are to be done only with local indigenous plants found in the close proximity to the development and local biomes. This will further encourage natural bird and wildlife. This document sets out to ensure the aesthetic and design quality of the new buildings to be erected in the development. It can however be updated at any time as deemed suitable by the HOA. Only the latest document will be valid and all previous versions will be disregarded.


4

2. Definitions and Regulatory framework This document sets out the design framework and aesthetic as well as characteristics to be adhered to ensure that the developers intended vision and sense of place is achieved. These guidelines in no way aim to supersede of overrule any statutory of regulatory frameworks. All relevant legislation and legal parameters such as the following will be relevant.

National Building Regulations SANS 10400 Municipal By-law and Zoning parameters Compliance with the Architecture Act No 44of 2001

'HOME OWNERS ASSOCIATION' (HOA) means Bardolino Lifestyle Estate Home Owners Association 'OWNER' Owner means the registered owner of erven in the development. 'AGENT' The agent means an architectural company appointed by the developer of Bardolino Lifestyle Estate or his successor in title, who shall act as adjudicator to approve proposed building work in terms of the aesthetic requirements and this design manual. The appointed adjudication architectural design company is: Practice: Pro-Plan Drawing Office in conjunction with Hidegard Swanepoel Address: Pro-Plan Drawing Office, Montague Place, 106 Montague Street, Mossel Bay, 6500 Phone: 044 691 1820 e-mail: [email protected] 'COUNCIL' Council means the local authority of Mossel Bay. (Mossel Bay Municipality) 'MANAGING AGENT' A representative person/company of legal entity acting as an administrative agent of the HOA for the management of the development. BUILDING WORK' Any construction work to be carried out, whether it is a new building or any alterations & additions, including any aesthetic changes made to any structure within the development 'DWELLING UNIT' The primary structure to be erected on each erf. 'COVERAGE' Coverage means the total percentage area of the site that is covered by buildings measured over the outside walls and covered by a roof. An eave overhang or other projection of maximum 1m wide shall be excluded in the calculation of the permissible coverage.. 'NATURAL GROUND LEVEL' Natural ground level means the level of the ground before any work has taken place. Levels determined by the surveyor after completion of the civil works by the developer shall be deemed to be the correct and final levels for the determination of the height restriction. 'BUILDING LINE' Building line means the line delimiting the area measured from the boundary of a land unit within which no building or other structure may be erected. 'STREET BOUNDARY' Street boundary means the boundary of a site or a land unit, which is also its boundary with a street. 'SIDE BOUNDARY' Side boundary means any other boundary other than street boundary or rear boundary. 'REAR BOUNDARY' Rear boundary means the boundary line opposite the street boundary.

mailto:[email protected]


5

3. REVIEW AND DESIGN SCRUTINIZING PROCESS Any design of any building work to take place within the development has to be submitted to the HOA. No additions will be allowed to any building without the consent of the HOA and the Local Authority. No double storey buildings will be allowed. The author of the plans is to be in line with the Architectural Professions Act No 44 of 2001 with the Framework of Works requirements. Only registered persons with SACAP may submit building plans.

a. The Process is as follow: i. Scrutinizing Fee paid in full to the HOA. ii. The initial Sketch Plans of proposed building work are to be submitted to the HOA or the

Managing Agent as appointed by the HOA. iii. Plans will be reviewed by the Agent and feedback given back via the HOA or Managing Agent. iv. Municipal Documentation can be drafted and again submitted to the HOA or Managing Agent

based on the approved Sketch Plans or any comments / conditions contained therein. v. Plans will be reviewed by the Agent and recommendations made to the HOA or Managing Agent

which will give final feedback. vi. During the construction process the Agent will conduct inspection at key points. vii. All Building Work shall be carried out according to the CONTRACTOR'S CODE OF CONDUCT. viii. Once the Building Work has been completed and all inspection has been completed a FINAL

APPROVAL will be issued and Building Deposit less any damage or costs will be repaid. No approval shall imply approval in terms of National Building Regulations or Local Authority and will remain the responsibility of the author.

b. Building Plan Requirements: All drawings shall be compiled as per local authority and national building regulations requirements with the following additional information to enable suitable illustration of the design intent, textures, finishes and relevant clarity

i. Site Plan: ● Indicate Surrounding Green areas and landscaping, including abutting HOA property

information ● Building lines ● Storm water management ● Sewerage ● Building Widths ● Paving & Hard Landscaping elements

ii. Floor Plans:

● Paving & Hard Landscaping elements ● All Sewerage & concealment thereof ● Yard Walls ● Boundary Walls, Fences & Screens

iii. Elevations: ● Building Lines ● Height Restriction ● All Sewerage & concealment thereof ● Differing textures with suitable hatching and legend ● Paint Colours ● Roof Pitch ● Gutter Downpipes ● Detailed Finishing Specifications


6

● Yard Walls ● Boundary Walls, Fences & Screens

iv. Sections: ● Building Lines ● Height Restriction ● All Sewerage & concealment thereof ● Roof Pitch ● Yard Walls ● Boundary Walls, Fences & Screens


7

4. BUILDING PARAMETERS

a. Building lines Building lines as applied by Mossel Bay Municipality Zoning Scheme shall apply with further restriction as follow for single residential erven only:

i. Street: 2m ii. Sides: 1.5m iii. Back: 1.5m

b. Coverage

Single Residential Unit: Maximum coverage of an erf: 60% General Residential units: Maximum coverage on erf: 60% Other Zones: 50%

c. Height All zones: Only Single Storey buildings are permitted

d. Building Widths All Residential buildings in the development are to be kept to a maximum wall plate to wall plate width of 6.5m to ensure suitably fragmented expression in elevation as well as plan.

e. Parking Parking are to be provided as required in terms of the Mossel Bay Zoning Scheme and the requirements as set out in the ROD as issued by Mossel Bay Municipality.

TYPICLE SITE PLAN

outomatiese segment opskuifdeur


8

5. Architecture and Building Elements

a. Main Building Elements i. Walls

All building walls are to be constructed using masonry construction and no timber frame, concrete walling, steel frame or any alternative method of building construction will be permitted. External walls must be finished with plaster & paint. Large expanses of only plaster are not permitted. Plaster may only be smooth plaster. No other plasters such as Spanish plaster are allowed.

● Painting Colours All paintwork is to be pre-approved colours by developer. The colours are to be of a Natural Earth Colour that blend with the immediate surrounding context within which the development is situated. The purpose is that buildings should integrate in the landscape with the colours and not stand out. No bright colours will be allowed. Illustration of Typical Colours intended [For illustration purposes only]:

● Cladding

Cladding to create different textures on elevation is encouraged.

ii. Windows

Window proportions are to be preferably vertical. If windows with a horizontal proportion are proposed, the dividing mullions should create vertical glass panes. Only Charcoal epoxy aluminium windows are permitted. Preferred window proportions::


9

iii. Doors All doors to be vertically proportioned (except garage door) and in Charcoal epoxy aluminium. Garage to have an automatic open/closer. Preferred door proportions:

iv. Roof

Roof Design A roof must be scaled down to create a smaller scale building. The roof must have a pitch of 30 degrees minimum. Only pitched roofs are permitted and flat concrete sections may be used to link roof elements, but must then have a parapet surrounding and be restricted to a maximum of 15% of the total roofed area in plan. Any elements fitted or installed on a roof are to form an integral part of the roof design and must be the same pitch and matching colour.

Roof Covering Roofing material must be uniform for each unit. Only Concrete Tiles are allowed. Roofing material and colour are to be non-reflective.

Roof Overhang A minimum roof overhang of 600mm and a maximum of 1m are required. No clipped eaves are allowed.

Gutters, Downpipes & Fascias Gutters and downpipes are to be the same colour and match the colour of the roof. Material has to be seamless aluminium throughout. The fascias should be painted to match the roof colour and can only be a fibre cement profile.

Shading devices & Pergolas All shading devices must be clearly indicated on the drawings with sufficient detail and specification to be able to understand the construction thereof. Only shading devices of a suitable hardwood material will be permitted and with pre-approval an aluminium construction.

Chimneys & Cowls Chimneys to be well proportioned and be suitably scaled to the building design. It must be brick built and cladded with approved cladding and provided with a fixed turbo cowl as per diagram below.


10

Solar water collectors, Photovoltaic Panels

Any panels fitted to the roof are to be placed flat on the roof surface and no projection at a higher slope than the roof slope is allowed. Panels should be grouped together and cannot be scattered over the roof as individual elements. Only the solar collector or panel may be placed on the exterior of the roof. Any water storage unit, inverter,

power supply etc. has to be concealed in the roof space. Typical Solar collector & Geyser Alignment Typical Photovoltaic Panel Alignment

v. Balustrades & Balconies Balustrades must conform to the nature of the development and may only be Stainless Steel, Painted or pre-approved polycrete, painted to the approved colour scheme. No glass or aluminium handrails will be permitted. Handrail elements must be vertically proportioned.

POLYCRETE HANDRAIL STAINLESS STEEL HANDRAIL

vi. Columns Columns are to be of smooth plastered and painted or cladded with approved cladding. No fluted wooden columns will be permitted.

vii. Heat Pumps & Air-conditioning units Any heat pump or air-conditioning unit has to be screened off and may not be visible on any elevation.

b. Main Landscaping Elements i. Boundary Walls, Fences & Screens

No Boundary walls will be permitted for any internal erven. A perimeter wall/fence and suitable security barrier are provided around the main property. Any intermittent fences to keep pets inside a particular erf might be approved by the HOA on special request. These will be of a light weight design and be restricted to a maximum height of 1m from the natural ground line. The colour of this fence shall be of a green colour such to blend into the landscape. A yard wall of a set height of 1.8m shall be erected around the Yard on the side of the Kitchen. This wall is to be constructed of a solid masonry construction, plastered and painted both sides to match the house colours. The wall is intended as a screening wall for refuse bins, laundry, gas storage etc. and may not exceed 10m2

in plan size.

ii. Retaining Walls Any retaining wall may only have a visible section of maximum 1.2m. The landscape and surrounding area should be suitably shaped and retaining walls stepped or terraced to restrict vast expanses of wall. Use of brown retaining blocks for these structures is encouraged. Natural vegetation should also be used to limit


11

the harshness of any such required structure.

iii. External Decks Wooden decks are allowed in Belau or Grappa or suitable hardwood that requires no maintenance. Treated Pine may be used as sub structure but may not be visible. All sides to be closed to the ground, no structure may be visible.

iv. Hard surfaces All hard surfaces are to be cobble pavers of a grey colour.

v. Swimming Pools & Water features All swimming pools and water features are to conform to NBR or any Municipal By-Law. Any structure for such an element has to be within the building lines of the property.

vi. Planting All planting are to be as set out in the Landscaping Guideline.

vii. Generators Any generator has to be installed in such a place as not to be visible from any other property. The unit should also be suitably muffled as not to cause any disturbance to neighbours.

viii. Rainwater tanks Rainwater tanks are to be placed so that it is not visable from the street and downpipes from the roofs are to be lead to tanks against the walls. All tanks must be shown on plans and elevations. Typical Rainwater Tank and colour

----------------------------------------------------------------------------------------------------------------------------- ------------------- THESE GUIDELINES CAN BE CHANGED BY THE HOA TO KEEP IN TOUCH WITH NEW PRODUCTS AND REGULATIONS. ALL CHANGES MUST BE APPROVED AT AN ANNUAL GENERAL MEETING. ------------------------------------------------------------------------------------------------------------------------ ------------------------


12

6. LANDSCAPING

The natural environment of BARDOLINO is a variety of coastal thicket and fynbos which supports a diverse ecosystem, the most impressive of which is the bird life. The aim of the development is to re-establish the environment that has been damaged by the introduction of alien vegetation and general misuse. Despite the current state of the development and the long term vision of sharing in the benefits of a nature conservancy of such rich potential deserves to be treated with great respect. In order to realise this aim, the Home Owners' Association has taken the decision to institute certain protective measures that must be adhered to. One of the primary issues is that no plot should be cleared of all vegetation prior to the building, in order to prevent the loss of the small amounts of coastal thicket still left on the site of the development. Wherever possible, the natural coastal thicket should be protected and must be left on site within a two meter radius of the physical building on each property. The vision of the development is to blend into the natural environment to be able to coexist harmoniously with the milkwood and coastal thicket, once building is completed. Each garden will naturally develop it's own unique character comprising of both plants indigenous to the area as well as the greater coastal region. No Sideroxylone Inerme (Milkwood trees) may be removed, pruned or damaged in any way without permission from the Nature Conservation Department. No existing plants on erven may be removed prior to consultation with the Home Owners' Association. Plants on communal garden areas and road verges may not be removed or added to in any way. After building and the restricted paving, the only grass permitted for use as lawn is Cynodon dactylon, (kweekgras). All declared invasive plant species must be removed from erven and may not be cultivated. Only plant indigenous to South Africa may be cultivated. (See attached planting list for recommendations suitable for the area). Only natural pesticides and fertilizers may be used. Where terraforce is required, it must be planted to ensure that it fits in with the environment. The value of this rural treatment of restricted planting will be seen in both the future value of the property as well as the physical health and vitality of the natural environment and it's ecosystem. It allows for great variety and creativity within a structure that protects the natural habitat; a garden that is 'organic', able to flourish in the weather conditions and encourage an even wider variety of wildlife. SITE WORKS Site Enclosure / Tempoprary Fencing The boundries of each building site are to be identified by a Professional Land Surveyor. Each dwelling construction space, is to be enclosed by a shade cloth (shade net) 1.8m high to clearly define the area to be disturbed, and to avoid encroachment on neigbouring erven or damaging the surrounding planting. The fence must be maintained for the duration of the construction period. The fence must be removed immediately after construction has been completed. Topsoil Protection and Sand Stabilization Topsoil and organic material should be removed from the building platform area and carefully stored for re-use in landscape work. Al private outdoor areas immediately around the dwelling are to be properly stabilized with paving, gravel, grass or ground cover plants to prevent wind blown sand. Fill Material


13

Cutting and filling to the dwelling is to be so designed to minimize the necessity for imported fill. Material should imported from outside the area where required. No excavation of or to the common areas is permitted.



APPENDIX 3: STORMWATER LAYOUT

Raadgewende Siviele en Strukturele Ingenieurs Consulting Civil and Structural Engineers

Verw: M2012 (10049000)/L1930 Ref: Meadestraat 73 Meade Street, George Posbus / PO Box 1889, George, 6530 Aandag: Mnr. Pieter Myburgh Tel: (044) 874 6517 Attention: Fax: (044) 873 3263 e-mail: [email protected] web: www.mvdsuidkaap.co.za B-BBEE: Level 3

Siviel en Struktureel / Civil and Structural Kantore te / Offices at: Direkteure / Directors: Mosselbaai Posbus / PO Box 730, Mossel Bay, 6500. Tel: (044) 691 2305/57 IM van Rooyen Pr Ing, BSc, B. Ing. Hons, LSAISI, LIMunISA, FWISA George Posbus / PO Box 1889, George, 6530. Tel: (044) 874 6517 DV Wessels Pr Ing, B. Ing, LSAISI Oudtshoorn Posbus / PO Box 1426, Oudtshoorn, 6620. Tel: 082 5791279 JA Steenkamp Pr Ing, B. SC, B, Ing, LSAISI CV Swart Pr Ing, B, Ing, LSAISI, LIMunISA

MVD Raadgewende Ingenieurs (Suid-Kaap) (Edms) Bpk.Reg. No. 2001/009891/07

04 September 2015 Die Munisipale Bestuurder Mosselbaai Munisipaliteit Posbus 25 MOSSELBAAI 6500 Beste Pieter VOORGESTELDE ONTWIKKELING VAN ERF 3972, HARTENBOS: HANTERING VAN DIE STORM WATER:

1. Ons verwys na die gesprek op Woensdag, 02 September 2015 te Mosselbaai, tussen ons Chris Swart en Danie Wessels en u en Carel Venter rakende bostaande. Ons lê graag die volgende aan u voor vir u oorweging en goedkeuring t.o.v. die hantering van die storm water vanaf die terrein.

2. Dreinerings Areas:

Soos op aangehegte tekening M2012/002A aangetoon word, kan die ontwikkelings area in drie dreinerings areas opgedeel word. Area A dreineer na die suidelike hoek, area B na die noordelike hoek en area C na die noordwestelike hoek. As gevolg van die groot aantal Melkhout bome op die terrein, mag daar op groot gedeeltes geen ontwikkeling plaasvind nie. Hierdie areas gaan as parke en oop areas behoue bly en is in groen aangetoon op die tekening.

3. Piek aflope: Die verwagte piek aflope tydens reën storms met ‘n herhalings periode van 1:10 jaar word op tussen 0.15m3/s tot 0.24m3/s beraam. Vir area A en B neem die afloop na verharding toe met ongeveer 0.06m3/s en 0.07m3/s onderskeidelik en vir area C neem dit af met ongeveer 0.03m3/s. Die aflope is dus oor die algemeen relatief laag en die toename in piekvloei ook baie laag (60 l/s tot 70 l/s) vir die twee areas waar daar wel ‘n toename is.

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4. Weg Syfering: Die gebied is grootliks sanderig van aard en daar word verwag dat die meeste water tydens reën storms net eenvoudig weg syfer. Vorige toetse gedoen in die omgewing om die dreinerings potensiaal van die insitu materiaal te bepaal het getoon dat die gemiddelde tyd vir 25mm water om weg te sak minder as 3 minute is. Gebaseer op SANS 0400-1990 se voorgestelde wegsakkings tempo’s tydens die ontwerp van sigdreinering, korrespondeer dit met ‘n potensiële tempo van wegsakking van 108 l/m²/dag.

5. Storm Water Stelsel vir tye met laer reënval (“Minor System”):

Dié stelsels moet reën storms met tipiese herhalingsperiodes van 1:2 tot 1:5 jaar kan hanteer. Daar word voorgestel dat die storm water vir hierdie gebeurtenisse op die oppervlakte hanteer word. Die dwars helling van die paaie sal saam met die kontoere val en geen randstene word voorsien nie. Dit sal tot gevolg hê dat die afloop water eenvoudig net van die paaie af loop en geleentheid kry om op die groen areas weg te sak. Area A:

Die area het geen uitlaat nie en alle water wat hier val sal aan die suide kant van die ontwikkeling op dam. Die totale area wat hierheen dreineer, buiten net die ontwikkeling op erf 3972 wat 27 000m² is, is ongeveer 200 000m². Hiervan is ongeveer 90 000m² oop sanderige areas. Teen die tempo van wegsakking soos in punt 4 genoem, behoort daar dus ongeveer 50mm se reën per dag te kan weg syfer. Dit stem ooreen met ‘n een dag reënval met ‘n herhalingsperiode in die omgewing van 1:2 tot 1:5 jaar vir hierdie deel van die land (verwys na aangehegte “Point Rainfall Estimation”). Die toename in piekvloei vir die 1:10 jaar reën storm word beraam op 60 l/s. Die opvanggebied is relatief klein en ‘n tyd van konsentrasie van 6 minute is gebruik tydens die berekening van die piek afloop. Dit bring mee dat daar ‘n toename van ongeveer 32m3 piek afloop is. Om dit te demp word voorgestel dat ‘n retensiedam in die suidelike hoek gebou word. ‘n Oop area is op die uitleg vir hierdie doel voorsien waar ‘n dam met ‘n volume van 120m3 gebou kan word.

Area B:

Die area dreineer na twee bestaande retensiedamme in die noordelike hoek. Die damme loop oor in ‘n 300 mm HDPE stormwater pyp wat deur Pampoendorp loop en in die vlei noord van Pampoendorp uitmond. Die totale area wat hierheen dreineer, buiten net die ontwikkeling op erf 3972 wat 13 000m² is, is ongeveer 45 000m². Hiervan is ongeveer 9 600m² oop sanderige areas. Teen die tempo van wegsakking soos in punt 4 genoem, en met ‘n kapasiteit van tussen 50-100 l/s vir die stormwaterpyp deur Pampoendorp (wat ‘n konserwatiewe beraming van die stormwater pyp se kapasiteit is) behoort daar dus ongeveer 120mm se reën per dag geakkommodeer kan word. Dit stem ooreen met ‘n een dag reënval met ‘n herhalingsperiode in die omgewing van 1:20 jaar vir hierdie deel van die land (verwys na aangehegte “Point Rainfall Estimation”). Die toename in piekvloei vir die 1:10 jaar reën storm word beraam op 70 l/s. Die opvanggebied is relatief klein en ‘n tyd van konsentrasie van 6 minute is gebruik tydens die berekening van die piek afloop. Dit bring mee dat daar ‘n toename van ongeveer 38m3 piek afloop is. Om dit te demp word voorgestel dat die volume van die bestaande retensiedam vergroot word met ten minste 40m3.

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Area C: Hierdie area dreineer in die rigting van die spoorlyn, vanwaar die stormwater langs die spoorlyn af dreineer na die vlei noord van die ontwikkeling. Met die vergroting van die oop groen areas, neem die verwagte piekvloei af na ontwikkeling en word geen probleme voorsien nie.

6. Storm Water Stelsel vir tye van hoe reënval (“Major System”):

Die hele area in die omgewing van die voorgestelde ontwikkeling het ‘n laagtepunt op ‘n hoogte van ongeveer 8.0m aan die ooste kant van erf 3972. Sou ‘n reënstorm voorkom met so ‘n hoë intensiteit dat die water nie weg syfer weens versadiging, of deur die stormwater pyp deur Pampoendorp weg gevoer kan word nie, sal die water opdam en later die natuurlike dreinerings roete deur Pampoendorp na die vlei volg. Die kontrole punt in Pampoendorp wat oorkom moet word alvorens water kan dreineer uit die area is op ‘n hoogte van 9.37m. Om te verseker geen oorstroming van huise in die ontwikkeling vind plaas nie, word aanbeveel dat geen huis se vloervlak laer as 9.5m gebou word nie.

7. Ons vertrou bostaande inligting is voldoende om u in staat te stel om die genoemde ontwikkeling te ondersteun in terme van die beheer van stormwater. Indien u enige addisionele inligting verlang voorsien ons dit met graagte.

Die uwe MVD RAADGEWENDE INGENIEURS (SUID-KAAP) (EDMS) BPK

CV SWART (Pr. Ing)

point rainfall

POINT DESIGN RAINFALL ESTIMATION(Determined with Design Rainfall Estimation Software recommended in the 6th Edition of the SA Roads Agency Drainage Manual)

User selection has the following criteria:Coordinates: Latitude: 34 degrees 9 minutes; Longitude: 22 degreess 6 minutesDurations requested: 1 dReturn Periods requested: 2 yr, 5 yr, 10 yr, 20 yr, 50 yr, 100 yrBlock Size requested: 1 minutes

Data extracted from Daily Rainfall Estimate Database FileThe six closest stations are listed

Station Name SAWS Distance Record Latitude Longitude MAP Altitude Duration Return Period (years) Number (km) (Years) (°) (') (°) (') (mm) (m) (m/h/d) 2 2L 2U 5 5L 5U 10 10L 10U 20 20L 20U 50 50L 50U 100 100L 100U MOSSELBAAI (MAG) 0012220_W 4.0 39 34 10 22 8 437 94 1 d 51.8 51.5 52.0 76.1 75.7 76.4 94.6 93.7 95.6 114.4 112.4 116.5 143.4 139.4 148.0 167.9 161.8 175.5CAPE ST BLAIZE (VRT) 0012251_W 6.5 98 34 11 22 9 380 30 1 d 32.1 31.9 32.2 47.1 46.9 47.3 58.6 58.1 59.2 70.9 69.6 72.2 88.8 86.3 91.7 104.0 100.2 108.7SANDHOOGTE (PUR) 0012303_W 14.1 72 34 3 22 11 576 76 1 d 46.8 46.6 47.0 68.7 68.4 69.0 85.5 84.7 86.3 103.4 101.6 105.3 129.6 125.9 133.7 151.7 146.2 158.6GREAT BRAK RIVER 0012393_W 16.6 86 34 3 22 13 473 110 1 d 51.5 51.3 51.7 75.7 75.3 76.0 94.1 93.3 95.1 113.8 111.8 115.9 142.7 138.7 147.3 167.1 160.9 174.7KWEPERTUIN 0028150_W 18.8 71 33 59 22 3 440 198 1 d 59.0 58.7 59.3 86.7 86.3 87.1 107.8 106.8 108.9 130.4 128.1 132.8 163.4 158.9 168.7 191.4 184.4 200.1PINE GROVE (BOS) 0028207_W 23.4 40 33 56 22 6 718 287 1 d 63.9 63.0 64.6 94.4 93.5 95.2 118.5 116.8 120.5 145.0 140.9 149.4 185.2 176.0 195.3 220.3 204.9 237.2 Gridded values of all points within the specified block Latitude Longitude MAP Altitude Duration Return Period (years) (°) (') (°) (') (mm) (m) (m/h/d) 2 2L 2U 5 5L 5U 10 10L 10U 20 20L 20U 50 50L 50U 100 100L 100U

34 9 22 6 440 15 1 d 45.3 32.5 58.3 66.6 47.7 85.7 82.9 59.0 107.2 100.2 70.8 130.7 125.6 87.8 166.1 147.1 101.9 197.0 34 10 22 6 416 82 1 d 44.1 31.1 57.2 64.8 45.7 84.0 80.6 56.6 105.1 97.4 67.9 128.1 122.1 84.2 162.8 143.0 97.7 193.0 34 10 22 5 457 122 1 d 47.4 34.2 60.7 69.6 50.3 89.2 86.6 62.2 111.5 104.7 74.6 136.0 131.3 92.5 172.8 153.7 107.4 204.9 34 8 22 6 500 69 1 d 49.0 36.1 62.0 72.0 53.0 91.1 89.5 65.6 113.9 108.3 78.7 138.9 135.7 97.6 176.5 158.9 113.3 209.3 34 9 22 5 487 128 1 d 49.3 36.1 62.6 72.4 53.0 92.1 90.1 65.6 115.1 108.9 78.7 140.3 136.5 97.6 178.3 159.9 113.2 211.5 34 8 22 5 509 110 1 d 50.7 37.5 64.0 74.5 55.1 94.1 92.7 68.2 117.6 112.0 81.8 143.4 140.4 101.4 182.2 164.5 117.7 216.1

Page 1



Figure 1: Silt Fences

Figure 2: Temporary Stormwater Management

Figure 3: Management of Haul Roads

Figure 4: Demarcation Methods

APPENDIX 4: SITE MANAGEMENT

REQUIREMENTS

Cape EAPrac

General Silt Fence Specifications Environmental Management Programme

Cape Environmental Assessment

Practitioners (Pty) LtdFigure 1: Specifications for Silt Fences

Cross-section View

Natural / Undisturbed Vegetation.

Direction ofrunoff / flow

60

0m

m

20

0m

m

Mulch filled onion bag

Silt fence fabric

30

0m

m

Wooden ormetal stake

Galvanised wire tie-on’s

300mm

Fabric anchoragetrench to be backfilled andcompacted

The purpose of a silt fence is to create a temporary barrier to maintain sediment on a construction site in order to prevent soil erosion and pollution through sediment and nutrient loading. Silt fences are designed to detain sediment from the disturbed construction area and also prevent sheet erosion by decreasing the velocity of the run off.

?Silt fence fabric to consist out of 50% shade cloth or a geotextile such as biddim (if biddum is used, it is not necessary to place mulch bags).

?Wooden droppers are suitable for the stakes. If the construction program takes place over an extended time frame it may be necessary to use treated droppers or metal stakes.

?The support stakes should not be placed further than 700mm apart on the down slope side of the fabric.

?The fabric should be secured to the stakes using galvanised wire ties not further than 200mm apart.

?The fabric anchorage trench should be at least 300mm deep.

Technical Specifications

Planning, Placing and Maintenance?The silt fence is to be installed on all disturbed slopes where sheet erosion may take place.?This type of silt fence is not suitable for areas where water is concentrated. i.e. gulleys and storm-water outlets.?The silt fences should be along the contour lines?The rows of silt fences should be bowed to prevent erosion and loss of silt on the ends of the fence line.?Silt fences should be inspected weekly and before every forecast rainfall event. Any damage must be repaired

immediately.?Silt deposits should be cleared after each rainfall event. CLEARED SILT MUST NOT BE PLACED DOWN SLOPE

OF THE FENCE.

700mm

600m

m

Direction ofwater flow

Mulch bags tooverlap so that no gaps arepresent wheresilt can pass

Frontal View

Top of slope

Top View

Bottom of slope

Last 2m of each section of silt fence to turn uphillto avoid overflow of ponded sediment

Silt fence to be placed 1.5 - 2m awayfrom bottom (toe) of slope

A straw bale should be pegged at theend of each section of silt fence as anemergency overflow

If the height of the slope is more than 5m, additional silt fences will need to be placed on the actual slope.

Cape EAPrac

Temporary Stormwater Management - Specifications Construction EMP


Practitioners (Pty) Ltd

Figure 2: Specifications for Temporary StormwaterManagement During Construction

Inlet Protection

Drop Inlets Kerb Inlets

Direct

ion o

f w

ate

r flo

w

Directionof water flow

Fist layer of stonefilled perforated bags. to be filledwith 30mm crusherstone

Second layer of stone filled perforated bags, to be filled with 15mm crusherstone

Fist layer of stone filled perforated bags. to be filled with 30mm crusherstone

Second layer of stone filled perforated bags, to be filledwith 15mm crusher stone

If area surrounding inlet is not yethard surfaced, stone bags should be pegged to avoid shifting during heavy rain events.

- Should the inlet be positioned at a low point with water entering from a number of sides, a doublerow of stone bags (as detailed above) should be placed at each side where water enters.

- In low flow, high sediment areas, consideration should be given to cover the inlet structures withbiddum (this will only work in low flow areas.)

Outlet Protection

Stormwater outlet point (prior)to completion of final outlet structure

Day-lighting of stormwater outlet

150mm - 200mm rock loosely packed (90% single layer) cover within sandbag enclosed area

Heavy duty (40kg) sand bags packed to enclose rock

Sand Bags to be pegged with wooden or metal stakes to prevent movement

- The methodology referred to above is effective as a temporary measure to be used during construction and is in no way intended to replace the permanent measures that must be installed. These permanent measures must be constructed as per the engineers specifications.- Stormwater systems should ideally be constructed during low rainfall periods in order to allow for permanent protection measures to be put in place before the rainy season.- Consideration should be given to encase the outlet structure with a geo-fabric such as biddum. This should first be clarified with the site engineer to ensure compatibility with the stormwater system.

Cape EAPrac

Management of Haul and Access Roads during construction Environmental Management Programme



Figure 3: Management of Haul and Access Control During Construction

Temporary gravel access and haul roads used during construction. The future permanent access and internal roads should be used as temporary access and haul roads until they are hard surfaced.

A 20m strip of 100mm rock should be packed from the existing municipal road towards theconstruction site. This will minimise the amount of mud and dust deposited on the municipal road.

Perimeter fence

Existing municipal road.

- Every effort to minimize dust pollution on the site must be undertaken.

- Construction vehicles must adhere to speed limits and minimization of haul roads must be implemented. During dry, dusty periods haul roads should be kept dampened to prevent excess dust.

- No potable water may be used for damping haul roads.

- As an alternative, products such as road environment dust suppressants (Reds) would be recommended in order to minimize the use of water for controlling dust pollution. This is to be determined by the ECO during construction as required.

Minimisation of Dust on Haul Roads

The most important environmental factor to be considered regarding access and haul roads, is the location thereof. Haul roads should be designed to make use of future permanent internal roads and access points.

The haul roads should never be construction in areas that will not be permanently transformed with the development. Nor should they be constructed in any sensitive area.

Another safety and environmental hazard caused by haul road surface is dust problems. Roads should be designed with enough fines to act as binders for the larger particles. However, an excess of fines will result in these particles being released to the atmosphere when repeated stress is applied by the equipment tires. All haul roads that do not have a “sealed” surface, will create dust. The dust problem is mainly dealt with byapplication of water.

Key Environmental Considerations for Haul Roads

Cape EAPrac

Demarcation of no-go Areas Environmental Management Programme



Figure 4: Demarcation of No - Go Areas During Construction

Wooden Dropper

Danger Tape

Galvanised Wire

Galvanised Wire

Ground Level

10

00

mm 5

00

mm

Wooden Dropper

Danger Tape

Galvanised Wire

Galvanised Wire

Ground Level

10

00

mm

50

0m

m

Silt fence installed as per specificationsMulch Bags5

00

mm

Plate A: Showing a cross section of a typical method of demarcation of no-go areas.

Where demarcation is required on a downslope, it can be more cost effective to include the required silt protection mechanisms on the same support structure as the demarcation. This isdetailed in Plate B below and must be read in conjunction with the details onerosion control included in the previousdiagram.

G E N E R A L C O N S I D E R A T I O N S F O R DEMARCATION OF NO GO AREAS

?The demarcation must include all areas that are going to be disturbed in the total construction (including all service lines)

?The no -go areas may not be accessed by any person (including lunch, tea breaks etc.). Without the explicit written permission from te ECO.

?Maximum fines will be issued for any non compliance with regards to the no go policy.



APPENDIX 5: ENVIRONMENTAL

GUIDELINES ON SITE

ENVIRONMENTAL DO’S ENVIRONMENTAL DON’TS

Work Site

Workers and equipment

to stay within site

boundaries

Do not enter no go areas

Materials &

Equipment

Use drip trays

Report spills

Do not create dust

Do not drive too fast

Store in camp at night

Check for leaks

Ensure loads don’t spill

Do not wash machinery or tools on site

Waste M

anagement

Use toilets provided

Don’t burn or bury waste

No fires on site

Report any other fires

Use bins provided for

cigarette butts & waste

Eat in designated area

Don’t eat at dam or river

Natural Environment

Save water

Use only drinking water

provided

Do not damage trees,

flowers or rocks

Protect animals and archaeological remains

Do not swim or wash in the dam or river

Danger & Emergencies

Know emergency procedures & no’s

Report accidents

No smoking near gas or

diesel

�

Be careful when working with hazardous substances

Fines will be issued for non-compliance with

environmental

specifications



APPENDIX 6: WATER DEMAND DATA

TEMPLATE

Project:

Contractor:

Date:

No. of site personnel:

Mains water Volume Meter reading

Licensed water abstractions Volume Abstraction resource i.e. river, dam etc.

Water transported Volume Origin - where water was sourced.

Allocation of water Volume Re-use opportunities

Cleaning - tools

Cleaning - vehicles

Dust supression

Concreting

Ground works

Toilets, site camp

Other (specify)



APPENDIX 7: ENVIRONMENTAL

LANDSCAPING

ALBERTINIA SAND FYNBOS Graminoids: Succulent herbs: Woody climber: Graminoids: SOUTHERN AFROTEMPERATE FOREST

STATUS: VULNERABLE Ficinia nodosa Crassula orbicularis Asparagus aethiopicus Cynodon dactylon STATUS: LEAST THREATENED

Tall Shrubs: Juncus kraussii krausii Graminoids: Cissampelos capensis Eragrostis capensis Scree and deep gorge:

Cassine peragua peragua Stenotaphrum secundatum Ischyrolepis sieberi Rhoicissus digitata Ficinia bulbosa Cunonia capensis

Leucadendron eucalyptifolium Megagraminoids: Woody succulent climber: Thamnochortus cinereus Metrosideros angustifolia

Leucadendron galpinii Phragmites australis GROOT BRAK DUNE STRANDVELD Sarcostemma viminale Podocarpus elongatus

Leucospermum praecox Typha capensis STATUS: ENDANGERED Semi-parasitic shrubs: MOSSEL BAY SHALE RENOSTERVELD Tall trees:

Nylandtia spinosa Herbs: Small trees: Osyris compressa STATUS: ENDANGERED Afrocarpus falcatus

Protea repens Berula erecta thunbergii Chionanthus foveolatus Soft shrub: Thicket clumps dominated by: Brabejum stellatifolium

Protea susannae Falkia repens Clausena anisata Hypoestes aristata Euclea undulata Cunonia capensis

Psoralea pinnata Geophytic herbs: Tall shrubs: Herbs: Putterlickia pyracantha Curtisia dentata

Low shrubs: Zantedeschia aethiopica Azima tetracantha Commelina africana Rhus lucida Ilex mitis

Aulax umbellata Cussonia thyrsiflora Geophytic herbs: Succulent trees: Nuxia floribunda

Chironia baccifera GARDEN ROUTE GRANITE FYNBOS Diospyros dichrophylla Brunsvigia orientalis Aloe ferox Ochna arborea arborea

Chrysocoma ciliata STATUS: ENDANGERED Euclea racemosa Chasmanthe aethiopica Aloe speciosa Olea capensis macrocarpa

Diospyros dichrophylla Tall shrubs: Grewia occidentalis Freesia alba Tall shrubs: Olinia ventosa

Erica baueri baueri Protea coronata Gymnosporia buxiflora Succulent herbs: Diospyros dichrophylla Podocarpus elongatus

Erica discolor Protea lanceolata Maytenus procumbens Crassula expansa expansa Rhus glauca Podocarpus latifolius

Erica sessiliflora Protea neriifolia Metalasia muricata Senecio radicans Low shrubs: Pterocelastrus tricuspidata

Erica versicolor Low shrubs: Morella cordifolia Herbaceous climber: Carissa bispinosa bispinosa Rapanea melanophloeos

Leucadendron meridianum Agathosma ovata Myrsine africana Cynanchum obtusifolium Elytropappus rhinocerotis Small trees:

Passerina rigida Erica discolor var. speciosa Mystroxylon aethiopicum Kedrostis nana Eriocephalus africanus var. africanus Allophylus decipiens

Syncarpha paniculata Erica formosa Olea exasperata Herbaceous succulent climber: Salvia muirii Brachylaena nerifolia

Geophytic herbs: Eriocephalus africanus Pterocelastrus tricuspidatus Pelargonium peltatum Succulent shrubs: Canthium inerme

Bobartia robusta Leucadendron salignum Putterlickia pyracantha Graminoids: Aloe arborescens Cassine peragua

Bulbine frutescens Mimetes cucullatus Rhus crenata Cynodon dactylon Crassula perforata Diospyros whyteana

Pteridium aquilinum Pelargonium fruticosum Rhus glauca Ficinia indica Succelent herbs: Gonioma kamassi

Graminoids: Syncarpha paniculata Rhus longispina Carpobrotus acinaciformis Lachnostylis hirta

Cynodon dactylon Semi-parasitic shrubs: Rhus lucida KNYSNA SAND FYNBOS Senecio crassulaefolius Metrosideros augustifolia

Elegia stipularis Osyris compressa Schotia afra var. afra STATUS: ENDANGERED Virgilia divaricata

Thamnochortus insignis Graminoids: Sideroxylon inerme Small tree: NORTH OUTENIQUA SANDSTONE FYNBOS Virgilia oroboides feruginea

Ficinia nigrescens Tarchonanthus littoralis Widdringtonia nodiflora STATUS: LEAST THREATENED Virgilia oroboides oroboides

CANCA LIMESTONE FYNBOS Low shrubs: Tall shrubs: Small trees: Tall shrubs:

STATUS: LEAST THREATENED GARDEN ROUTE SHALE FYNBOS Ballota africana Leucadendron eucalyptifolium Protea nitida Burchellia bubalina

Tall shrubs: STATUS: ENDANGERED Carissa bispinosa Metalasia densa Tall shrubs: Sparrmannia africana

Chrysanthemoides monilifera Tall shrubs: Chironia baccifera Low shrubs: Chrysanthemoides monilifera Geophytic herbs:

Protea lanceolata Leucadendron eucalyptifolium Clutia daphnoides Anthospermum aethiopicum Leucadendron eucalyptifolium Blechnum capense

Protea obtusifolia Metalasia densa Eriocephalus africanus var. africanus Berzelia intermedia Protea nerifolia Blechnum tabulare

Low shrubs: Protea aurea aurea Helichrysum teretifolium Erica glandulosa fourcadei Low shrubs: Clivia mirabilis

Acmadenia obtusata Protea coronata Lauridia tetragona Erica sessiliflora Leucadendron salignum Dietes iridioides

Diospyros dichrophylla Protea neriifolia Phylica axillaris Leucadendron salignum Phylica axillaris Rumohra adiantiformis

Lobostemon belliformis Rhus lucida Polygala myrtifolia Lobelia coronopifolia Felicia filifolia filifolia Tudea barbara

Phylica pubescens var. Orientalis Low shrubs: Succulent shrubs: Morella quercifolia Metalasia pulcherrima f. pallescens Woody climber:

Succulent shrubs: Anthospermum aethiopicum Aloe arborescens Muraltia squarrosa Graminoids: Asparagus scandens

Delosperma virens Elytropappus rhinocerotis Cotyledon orbiculata var. dactylopsis Oedera imbricata Rhodocoma fruticosa Graminoids:

Graminoids: Helichrysum cymosum Crassula perforata Protea cynaroides Ischyrolepis subverticillata

Ficinia truncata Leucadendron salignum Euphorbia burmannii Stoebe plumosa Megaherbs:

Pelargonium cordifolium Euphorbia mauritanica Tephrosia capensis Strelitzia alba

CAPE LOWLAND FRESHWATER WETLANDSPhylica axillaris Tetragonia fruticosa Herbs:

STATUS: LEAST THREATENED Selago corymbosa Zygophyllum morgsana Geranium incanum

Low shrubs: Geophytic herbs:

Senecio halimifolius Pteridium aqulinum

Plecostachys serpyllifolia

Suggested Plant Species for Best Practice Landscaping

PLEASE NOTE THAT THIS LIST PROVIDES FOR INDIGENOUS SPECIES AVAILABLE FROM YOUR LOCAL NURSERY AND SHOULD BE USED AS A GUIDELINE ONLY

SOUTHERN CAPE DUNE FYNBOS Leucospermum cuneiforme

STATUS: LEAST THREATENED Berzelia intermedia

Thicket clumps: Brunia nodiflora

Pterocelastrus tricuspidatus Acmadenia tetragona

Rhus lucida Anisodontea scabrosa

Sideroxylon inerme Erica discolor

Tarchonanthus littoralis Erica formosa

Tall shrubs: Erica gracilis

Olea exasperata Erica sparsa

Rhus crenata Erica versicolor

Rhus glauca Mimetes cucullatus

Rhus laevigata Protea cynaroides

Rhus lucida Senecio glastifolius

Low shrubs: Struthiola eckloniana

Agathosma apiculata Syncarpha paniculata

Agathosma ovata Geophytic herbs:

Anthospermum aethiopicum Pteriduim aquilinum

Chironia baccifera Watsonia fourcadei

Felica echinata Graminoids:

Helichrysum teretifolium Ficinia gracilis

Leucadendron salignum

Metalasia muricata

Morella quercifolia

Otholobium bracteolatum

Passerina rigida

Pelargonium betulinum

Phylica ericoides

Struthiola parviflora

Geophytic herbs:

Cyrtanthus loddigesianus

Cyrtanthus obliquus

Graminoids:

Ficinia dunensis

Thamnochortus cinereus

SOUTH OUTENIQUA SANDSTONE FYNBOS

STATUS: VULNERABLE

Small trees:

Widdringtonia nodiflora

Tall shrubs:

Chrysanthemoides monilifera

Leucadendron conicum

Leucadendron eucalyptifolium

Leucadendron uliginosum uliginosum

Metalasia densa

Protea neriifolia

Protea repens

Dodonaea viscosa var. augustifolia

Podalyria sericea

Pterocelastrus tricuspidata

Low shrubs:

Leucadendron comosum comosum

Leucadendron salignum

Leucadendron spissifolium fragrans

in these areas that can be used for rehabilitation and landscaping.

Site specific identification of plant species is advisable to inform final planting lists.

This list is by no means comprehensive, there are many other species that occur



APPENDIX 8: ALIEN INVADERS LIST & CATEGORIES WFW GUIDE TO CONTROL METHODS &

HERBICIDE SELECTION

ESTIMATED VOLUMES OF PRODUCT PER HECTARE ARE FOR A DENSE / CLOSED STAND OF THE SPECIFIC SPECIES. FOR LOWER INFESTATIONS VOLUMES SHOULD BE REDUCED ACCORDINGLY.

MEDIUM = 75% OF DENSE/ CLOSED SPARSE = 50% OF DENSE / CLOSED SCATTERED = 25% OF DENSE / CLOSED VERY SCATTERED = 10 % OF DENSE / CLOSED OCCASIONAL = 1 % OF DENSE / CLOSED

• FOR WATER BASED APPLICATIONS, ACTIPRON SUPER WETTER SHOULD BE ADDED WHERE RECOMMENDED ON THE LABEL. RATE PER HECTARE FOR DENSE / CLOSED STAND – 1.75 l / ha • FOR ALL WATER BASED TREATMENTS A SUITABLE DYE SHOULD BE ADDED WHEN NECESSARY TO ENSURE THAT ALL TARGET PLANTS ARE TREATED. RATE PER HECTARE FOR DENSE / CLOSED STAND - 350ml / ha • FOR DIESEL BASED APPLICATIONS, SUDAN RED DYE SHOULD BE ADDED. RATE PER HECTARE FOR DENSE / CLOSED STAND 300 ml / ha.

ANNEXURE A.

GUIDE TO CONTROL METHOD AND HERBICIDE SELECTION FOR ALIEN VEGETATION.

AMERICAN BRAMBLE (RUBUS CUNEIFOLUS.)

ESTIMATED TARGET PLANTS METHOD PRODUCT RATE COMMENTS PRODUCT / HECTARE

ALL PLANTS FOLIAR SPRAYS MAMBA(GLYPHOSATE 360g/l)

300ml /10 l WATER(6l / Ha)

SEE NOTE 6 l / ha

TOUCH DOWNGLYPHOSATETRIMESIUM 480g/l)

6l / ha SEE NOTE 6 l / ha

MATUREPLANTS

SLASH AND SPRAYREGROWTH

GARLON 4/ VIROAXE(TRICLOPYR ESTER480gm / l)

50ml / 10l WATER SEE NOTE 1.5 l / ha

NOTE:SPRAY ON ACTIVELY GROWING PLANTS.SLASH OLD GROWTH IN WINTER, AND SPRAYSPRING GROWTH WHEN ABOVE O.5 m TALL.

INKBERRY (CESTRUM LAEVIGATUM.)

ESTIMATEDTARGET TREES METHOD PRODUCT RATE COMMENTS PRODUCT /

HECTARE

SEEDLINGS HAND PULL

SINGLESTEMMED

BASALSTEM

GARLON 4 VIROAXE (TRICLOPYR

100ml / 10 l DIESEL

2 l / ha

LARGE TREES 480g/l)

ALL CUT STUMP TIMBREL 3 A * 300ml / 10 l 2 l / ha ( TRICLOPYR AMINE WATER

SALT 360 g /l)

CHOPPER 200ml / 10 l 1.5 l / ha (IMAZAPYR WATER

100g / l)

• CONSULT THE WFW TECHNICAL ADVISOR.

AUSTRALIAN MYRTLE (LEPTOSPERMUM LAEVIGATUM.)

TARGET PLANTS METHOD PRODUCT RATE COMMENTS

BIG TREES CUT DOWN CUT DOWN ATGROUND LEVELDO NOT APPLYHERBICIDE

BARBADOS GOOSEBERRY (PERESKIA ACULEATA.)

ESTIMATEDTARGET PLANTS METHOD PRODUCT RATE COMMENTS PRODUCT /

HECTARE.___________________________________________________________________________________________________________________________________________

VINES CUT DOWN TO GARLON 4 VIROAXE

50ml/10 l BURN REMAINING 1.5 l

2m AND SPRAY (TRICLOPYR ESTER 480g/l) WATER PLANT MATERIAL.

FOLLOW UP SPRAYSMAY BE NECESSARY.

___________________________________________________________________________________________________

BEEFWOOD (CASUARINA EQUISETIFOLIA)

ESTIMATEDTARGET PLANTS METHOD PRODUCT RATE COMMENT PRODUCT / HECTARE

ALL TREES FRILL CHOPPER 1000ml / 10 l IMAZAPYR WATER 5L/Ha 100g / l)

BLACK WATTLE (ACACIA MEARNSII)

TARGET TREES METHOD PRODUCT RATE COMMENTS ESTMATED PRODUCT/ HECTARE

HAND PULL OR HOE OPEN STANDS

FOLIAR SPRAYUP TO 1 m TALL

MAMBA(GLYPHOSATE 360g/l)

150ml/ 10L WATER AVOID WATER COURSE 3 lCONTAMINATION

SEEDLINGS ANDSAPLINGS FOLIAR SPRAY

UP TO 2m TALLTOUCHDOWN(GLYPHOSATE TRIMESIUM480g/l)

3l/ ha 3 l

FOLIAR SPRAY GARLON 4 / VIROAXE 25 – 75ml/ 10L LOW RATE ON 0.5 – 1.5 lUP TO 1.5m TALL (TRICLOPYR ESTER

480g/l)WATER SEEDLINGS

SEE NOTE BELOW

YOUNG TREES FOLIAR SPRAY GARLON 4 / VIROAXE 75ml/ 10L 3 l(TRICLOPYR ESTER WATER

BIG TREES

INACESSABLETREES

CUT STUMP

FRILL

STEMTREATMENT

480g/l)TIMBREL 3 A *(TRICL0PHYR AMINESALT 360g / l)TIMBREL 3 A *(TRICLOPHYR AMINESALT 360g / l)

ECO – PLUG ∗

3l / 100lWATER

300ml / 10LWATER

1.5 l / ha

1.5 l / ha

INACESSABLE ORDANGEROUS AREAS

* CONSULT THE WFWTECHNICAL ADVISOR.

NOTE: USE GARLON 4 / VIROAXE IFGRASS SPECIES ARE PRESENT.

1.

BLUEGUMS (EUCALYPTUS SPP.)

TARGET PLANTS METHOD PRODUCT RATE COMMENTS ESTIMATED PRODUCT/ HECTARE

SEEDLINGS HAND PULL

COPPICE FOLIAR SPRAY

BRUSH OFF *(METSULPHFURONMETHYL 500g / kg)PLUSMAMBA *(GLYPHOSATE 360 g /l)

200g / ha

+

3 l / ha

APPLY TO COPPICE 200 g / ha1.5 – 1.8 m TALL 3 l / ha

.

.

FELLED TREES

CUT STUMP CHOPPER(IMAZAPYR 100 g/l)

1250 ml / 10 lWATER

IF SPECIES KNOWN 6 l / haCHECK RATE ON LABEL

FRILL CHOPPER(IMAZAPYR 100g/l)

1250ml / 10 lWATER

IF SPECIES KNOWN 6 l / haCHECK RATE ON LABAEL

* CONSULT THEWFW TECHNICALADVISOR.

SPOT SPRAY COPPICE:16 LITRES WATER16 GMS BRUSH OFF1% MAMBA0.5% ACTIPRON

___________________________________________________________________________________________________

BRAZILIAN PEPPER TREE (SCHINUS TEREBRINTHIFOLIUS.)

ESTIMATED TARGET TREES METHOD PRODUCT RATE COMMENTS PRODUCT /

HECTARE

ALL TREES BASAL STEM GARLON 4 /VIROAXE(TRICLOPYR ESTER

200ml / 10LDIESEL

WET UP TO 0.5m 1.5 l / ha STEM AND ROOTS

480g/l)

BUGWEED (SOLANUM MAURITIANUM.) 1.

ESTIMATEDTARGET PLANTS METHOD PRODUCT RATE COMMENTS PRODUCT /

HECTARE

HAND PULL

STARANE 200(FLUROXYPYR 200g/l)

12.5ml / 10LWATER

UP TO 1m TALL 0.5 l / ha

SEEDLINGS &SAPLINGS

FOLIAR SPRAY

MAMBA(GLYPHOSATE 360g/l )

50ml / 10LWATER

2 l / ha

TOUCH DOWN(GLYPHOSATETRIMESIUM 480g/l)

2l / ha SPRAY WHEN 2 l / ha500mm TALL

GARLON 4 / VIROAXE(TRICLOPYR ESTER480g/l)

50ml / 10LWATER

1.5 / ha

BUGWEED 2.

TARGET PLANTS METHOD PRODUCT RATE COMMENTS ESTIMATEDPRODUCT /HECTARE

STARANE 200(FLUROXYPYR 200g/l )

12.5ml / 10L WATER SPRAY WHEN 0.5 l / ha500mm TALL

CUT DOWN & SPRAY COPPICE


150ml / 10L WATER 3 l / ha

TOUCH DOWN (GLYPHOSATETRIMESIUM 480g/l)

2l /ha SPRAY WHEN 2 l / ha500mm TALL

BIG TREES

CHOPPER(IMAZAPYR 100g/l) 200ml/10l WATER

CUT SURFACE 1 l / haONLY

CUT STUMP

TIMBREL 3 A(TRICLOPYR AMINESALT 360g/l)

300ml / 10L WATER CUT SURFACE 2.25 l / haONLY

FRILLTIMBREL 3 A *(TRICLOPYR AMINE SALT360 g/l)CHOPPER (IMAZAPYR 100g/l)

* CONSULT THE WFW TECHNICALADVISOR.

300ml / 10L WATER

200ml / 10 l WATER

1.5 l / ha

1 l / ha

1.

C A C T I

ESTIMATESPECIES TARGET METHOD PRODUCT RATE COMMENTS PRODUCT/ PLANTS HECTARE

HARRISIA CACTUS(HARRISIAMARTINI.)

STANDINGPLANTS

SPRAYAPPLICATION

MSMA(MSMA 720gll)


1 l / 20 lWATER

100ml / 10LWATER

10 l / ha

TREES UP TO 2 l / ha 1.5 m TALL

STEMINJECTION

MSMA(MSMA 720g/l)

1 l / 2 lWATER

2 l / ha

JOINTED CACTUS PLANTS SPRAY MSMA 1 l / 2 l 5 l / ha(OPUNTIAAURANTIACA.)

AND LOOSECLADODES

APPLICATION (MSMA 720g/l) WATER

2.

C A C T I

ESTIMATED SPECIES TARGET METHOD PRODUCT RATE COMMENTS PRODUCT /

PLANTS HECTARE______________________________________________________________________________________________________________________________

IMBRICATECACTUS(OPUNTIAIMBRICATA.)

WHOLE PLANT

MSMA(MSMA 720g/l)

1 l / 22 lWATER

10 l / ha

ROSEA CACTUS(OPUNTIA ROSEA.)

STANDINGPLANTS

SPRAY APPLICATION

CUT STUMP

MSMA(MSMA 720g/l)

1 l /22 l WATER

CUT PLANTS DOWN 2 l / haTO 100 – 150 mm.AND SPRAY CUTSTUMP

3.

___________________________________________________________________________________________________________________________________________

C A C T I

ESTIMATEDPRODUCT /

SPECIES TARGET PLANTS METHOD PRODUCT RATE COMMENTS HECTARE.

MSMA(MSMA 720g/l)

1l / 1lWATER

2 ml DOSES 12 l / ha

PRICKLEYPEAR

STANDINGPLANTS

STEMINJECTION

(OPUNTIAFICUS-INDICA)

MAMBA(GLYPHOSATE360g/l)

1l/2lWATER

2 ml DOSES 16 l / ha

TOUCHDOWN (GLYPHOSATETRIMESIUM 480g/l)

330ml / 10LWATER

2 ml DOSES 8 l / ha

NOTE: INJECT INTO 4– 12 PREMADE HOLESPER PLANT

4.

___________________________________________________________________________________________________

C A C T I.

ESTIMATED SPECIES TARGET METHOD PRODUCT RATE COMMENTS PRODUCT /

PLANTS HECTARE

SOURPRICKLEYPEAR

LARGE PLANTS STEMINJECTION

MSMA(MSMA 720g/l)

1l /1l 2 ml DOSES 8 l / haWATER SEE NOTE BELOW

(OPUNTIA STRICTA)SMALL PLANTS SPRAY

APPLICATIONMSMA(MSMA 720g/l)

1l / 30l 10 l / haWATER

NOTE: APPLY DOSES INTO 1 – 8 PRE-MADE HOLES IN PLANTS.

___________________________________________________________________________________________________

CAMEL THORN BUSH (ALHAGI CAMELORUM)

TARGET PLANTS METHOD PRODUCT RATE COMMENT ESTIMATED PRODUCT/HECTARE

___________________________________________________________________________________________________________________________________________

STANDS OF PLANTS GRANULAR MOLOPO GG 2 – 4 g / m2 RATE DEPENDS ON 20 – 40 Kg / ha APPLICATION (TEBUTHIURON CLAY CONTENT

200 g / kg)

NOTE: OBTAIN ASSISTANCE FROM SUPPLIER ON APPLICATION TECHNIQUES BEFORE APPLYING.

CLUSTER PINES (PINUS PINASTER.)

TARGET PLANTS METHOD PRODUCT RATE COMMENTS

ALL TREES CUT DOWN CLOSETO GROUND

DO NOT APPLYHERBICIDE TOSTUMPS

IN DIFFICULTTERRAIN

STEM ECOPLUG * ONLY ON SMALLTREES 10CM OR LESS.NOT EFFECTIVE ONLARGER TREES


GOLDEN WATTLE (ACACIA PYCNANTHA.)

TARGET TREES METHOD PRODUCT RATE COMMENTS

SEEDLINGS ANDSAPLINGS

HAND PULL OR HOE

BIG TREES CUT STUMP STUMP OUT (CYLINDROBASIDIUM

1 SACHET/ 400mlSUNFLOWER OIL

APPLY 1 – 2 DROPS PER STUMP

LAEVE) 2X10 SPORES PER SACHET

___________________________________________________________________________________________________

GREEN WATTLE ( ACACIA DECURRENS)

TARGET TREES METHOD PRODUCT RATE COMMENTS ESTIMATED PRODUCT/ HECTARE

SEEDLING ANDSAPLINGS

HAND PULL OR HOE

TREES CUT STUMPTIMBREL*(TRICLOPYR AMINE SALT360g / l)

300ml / 10L WATER 1.5l / ha

* CONSULT THE WFW TECHNICAL ADVISOR

GUAVA (PSIDIUM GUAJAVA.)

ESTIMATED TARGET TREE METHOD PRODUCT RATE COMMENTS PRODUCT /

HECTARE

ALL TREES CUT STUMP CHOPPER(IMAZAPYR 100g/l)

1250ml / 10 l WATER

TREAT CUT 6 l / haSURFACE

HONEY MESQUITE (PROSOPIS SPP.)


HECTARE

CUT STUMP GARLON 4 VIROAXE

400ml / 10L DIESEL 3 l / ha

(TRICLOPYR ESTERALL TREES 480g/l)

SOIL APPLICATION MOLOPO S.C. * (TEBUTHIURON 5OO g / l)

* CONSULT THEWFW TECHNICALADVISOR.

1.5L / 8.5 L WATER LIGHT SOILS 2 l / haONLY IN RESTRICTEDAREAS

____________________________________________________________________________________________________________________________________1.______

TRIFFID WEED (CROMOLAENIA ODORATA.)___________________________________________________________________________________________________________________________________________

ESTIMATED

TARGET PLANTS METHOD PRODUCT RATE PRODUCT / HECTARE

SEEDLINGS

HAND PULL



FOLIAR SPRAY TOUCHDOWN(GLYPHOSATE TRIMESIUM 480g/l)

100m l / 10L WATER 4 l / ha

GARON 4 / VIROAXE(TRICLOPYR ESTER480g/l)

37..5ml / 10LWATER

1.5 l / ha

2.

TRIFFID WEED ( CROMOLAENIA ODORATA.)

TARGET PLANTS METHOD PRODUCT RATE ESTIMATED PRODUCT/ HECTARE.

MAMBA 100ml / 10L WATER 4 l / ha (GLYPHOSATE 360g/l)

SLASH AND SPRAY TOUCHDOWN 100ml / 10L WATER 4 l / ha REGROWTH (GLYPHOSATE WHEN 500 mm TALL TRIMESIUM 480g/l)

GARLON 4 / VIROAXE 37.5ml / 10L 1.5 l / ha(TRICLOPYR ESTER 480 g/l) WATER

ESTABLISHEDPLALNTS

CUT STUMP CHOPPER 200 ml / 10 l WATER 1.5 l / ha (IMAZAPYR 100 g/l)

.

KUDZU (PUERARIA LOBATA.)


HECTARE____________________________________________________________________________________________________________________

ACTIVELYGROWING PLANTS

SPRAY GARLON 4VIROAXE(TRICLOPYR ESTER480g/l)

50ml/10LWATER

WET THOROUGHLY 3 l / ha

LONG - LEAVED WATTLE ( ACACIA LONGIFOLIA )____________________________________________________________________________________________________________________

TARGET TREES METHOD PRODUCT RATE COMMENTS ESTIMATED PRODUCT/ HECTARE

SEEDLINGS ANDSAPLINGS UP TO2m TALL

HAND PULL OR HOE

FOLIAR SPRAY GARLON 4 / VIROAXE(TRICLOPYR ESTER480g/l)

60ml/10L WATER

OPEN STANDS

2 l / ha

TREES

CUT DOWN ANDTREAT COPPICE

GARLON 4 / VIROAXE (TRICLOPYR ESTER 480g/l)

60ml/10L WATER

CUT LOW DOWN 2 l / haTO REDUCE COPPICE

CUT STUMP TIMBREL 3 A *(TRICLOPYR AMINESALT 360g / l)

300ml / 10L WATER

SEE NOTE BELOW 1.5 l / ha

FRILL TIMBREL 3 A *(TRICLOPYR AMINESALT 360g / l)

300ml / 10L WATER

1.5 l / ha

NOTE: TREES CUTCLEANLY LOW DOWN,DO NOT NORMALLYCOPICE


.

__________________________________________________________________________________________1.________

PORT JACKSON WILLOW (ACACIA SALIGNA.)

TARGET TREES METHOD PRODUCT RATE COMMENTS ESTIMATED PRODUCT /

HECTARE

______________________________________________________________________________________________________________________________

HAND PULL OR HOE OPEN STANDS


2 – 4l / ha SPOT SPRAY 1.5% 2-4 l / ha SOLUTION

SEEDLINGSTOUCHDOWN

FOLIAR SPRAY (GLYPHOSATE TRI- 2 – 4 l / ha 2-4 l / haMESIUM 480g/l)

GARLON 4 / VIROAXE 50ml/10L l.5 l / ha(TRICLOPYR ESTER WATER SEE NOTE BELOW480g/l)

NOTE: USE GARLON 4 or VIROAXE, IF OTHER PIONEER GRASS SEEDLINGS PRESENT.

2.

PORT JACKSON WILLOW (ACACIA SALIGNA).

TARGET TREES METHOD PRODUCT RATE COMMENTESTIMATEDPRODUCT/HECTARE

SAPLINGS ANDYOUNG TREES

HAND PULL OR HOE

FOLIAR SPRAY

TOUCH DOWN(GLYPHOSATE)


4 l/ha

50ml / 10L WATER

PLANTS UP TO 600mm HIGH

PLANTS UP TO 2mHIGH

4 l / ha

3 l / ha

BIG TREES CUT STUMP

FRILL

TIMBREL 3A(TRICLOPHYR AMINESALT 360 g/l)

TIMBREL 3A(TRICLOPHYR AMINESALT 360 g/l)

300ml / 10LWATER

300ml / 10L WATER

1.5 l / ha

1.5 l / ha

MAURITIOUS THORN ( CAESALPINIA DECAPETALIA.)

TARGET PLANTS METHOD PRODUCT RATE ESTIMATED PRODUCT/ HECTARE

TOUCH DOWN 3 l / ha 3 l / ha(GLYPHOSATE TRI-

SEEDLINGS FOLIAR SPRAY

MESIUM 480g/l)

GARLON 4 / VIROAXE(TRICLOPYR ESTER 480g / l)

50ml / 10l 1.5 l / ha WATER

MAMBA 150ml/10L WATER 3 l / ha(GLYPHOSATE 360g/l)

GARLON 4 / VIROAXE 50ml/10L 1.5 l / ha(TRICLOPYR ESTER WATER480g/l)

PLANTS UP TO FOLIAR SPRAY1m TALL MAMBA 3l / Ha 3 l / ha

(GLYPHOSATE360g/l)

YOUNG PLANTS ANDREGROWTH UP TO

FOLIAR SPRAY GARLON 4 / VIROAXE(TRICLOPYR ESTER

50ml / 10L 2 l / ha WATER

500mm AFTER 480g/l)SLASHING

TREES

* CONSULT THE WFW

CUT STUMP TIMBREL 3 A *(TRICLOPYR AMINESALT 360g / l)

300ml / 10L 1.5 l / ha WATER

TECHNICAL ADVISOR

QUEEN OF THE NIGHT ( CEREUS JAMACARU.)

ESTIMATED TARGET PLANTS METHOD PRODUCT RATE COMMENTS PRODUCT /

HECTARE______________________________________________________________________________________________________________________________

LARGE PLANTS STEM INJECTION MSMA 1l / 2l WATER OCTOBER(MSMA 720g/l) 2ml / INJECTION TREATMENT.

1 INJECTION PER 2.5m STEM LENGTH

SMALL PLANTS SPRAY APPLICATION MSMA(MSMA 720g /l)

1l / 20l WATER OCTOBER TREATMENT 10 l / ha

RED EYE (ACACIA CYCLOPS)___________________________________________________________________________________________________

TARGET TREE METHOD PRODUCT RATE COMMENTS ESTIMATED PRODUCT/

HECTARE

SEEDLINGS &SAPLINGS

HAND PULL OR HOE OPEN STAND

SPRAY GARLON 4 / VIROAXE 50ml/10L DENSE STAND 2l / ha(TRICLOPYR ESTER480g/l)

WATER

TREES UP TO 2m TALL

CUT LOW DOWN

FOLIAR SPRAYGARLON 4 / VIROAXE(TRICLOPYR ESTER

50ml/10L WATER

4l / ha

480g/l)

LARGE TREES CUT LOW DOWN DO NOT APPLY HERBICIDE

FRILL TIMBREL 3 A *(TRICLOPYR AMINESALT 360g / l)

300ml /10L WATER 1.5 l / ha

NOTE: CUT DOWN LOW, TO PREVENT COPPICING. * CONSULT THE WFW TECHNICAL ADVISOR.

1.

RED SESBANIA (SESBANIA PUNICEA.)

TARGET PLANTS METHOD PRODUCT RATE COMMENTS ESTIMATED PRODUCT / HECTARE.


150m l / 10L WATER 4 l / ha

SEEDLINGS FOLIAR SPRAYTOUCH DOWN(GLYPHOSATETRIMESIUM 480g/l)

4 l / ha 4 l / ha




150ml / 10L WATER SPRAY WHEN 4 l / ha1m TALL

TREES SLASH ANDSPRAYCOPPICE

TOUCH DOWN(GLYPHOSATETRIMESIUM 480g/l)

4 l / ha 4 l / ha

GARLON 4 / VIROAXE(TRICLOPYR ESTER 480g/l)

50ml / 10L WATER SPRAY UP TO 2 l / ha2m TALL

NOTE: DO NOT SPRAY TREES UNDER BIO – CONTROL.

2.

RED SESBANIA

TARGET METHOD PRODUCT RATE COMMENT ESTIMATEDPRODUCT/HECTARE

TREES CUT STUMP

CHOPPER(IMAZAPYR 100g/l)

GARLON 4 / VIROAXE(TRICLOPYR ESTER 480g/l)

TIMBREL 3A *(TRICLOPYR AMINE SALT360g/l)

200ml / 10 l WATER

50ml / 10L WATER

100ml / 10LWATER

300ml / 10L WATER

DO NOT APPLY INRIPERIAN SITUATIONSWHERE WATERCONTAMINATIONCAN TAKE PLACE.



WHOLE STUMP

CUT SURFACE ONLY

CUT SURFACE ONLY

1.5 l / ha

1.5 l / ha

1.5 l / ha

2 l / ha

* CONSULT THE WFW TECHNICAL ADVISOR.

ROCK HACKEA (HACKEA GIBBOSA.) & SILKY HACKEA (HACKEA SERICIA.)

TARGET TREES METHOD

ALL PLANTS SLASH AND BURN, THEN HAND PULL SEEDLINGS.

SILVER WATTLE ( ACACIA DEALBATA)

ESTIMATEDTARGET TREES METHOD PRODUCT RATE COMMENTS PRODUCT / HECTARE.

HAND PULL OR HOE OPEN STANDSSEEDLINGS ANDYOUNG SAPLINGS

FOLIAR SPRAY GARLON 4 / VIROAXE(TRICLOPYR ESTER480g/l)

25 – 50 ml/10L WATER

LOW RATE ON 0.5 – 2l / haSEEDLINGS

TREES UP TO 1.5MTALL AND COPPICE

FOLIAR SPRAY GARLON 4 / VIROAXE(TRICLOPYR ESTER480c/l)

75ml/10LWATER

3l / ha

LARGE TREES

CUT STUMP

MAMBA(GLYPHOSATE360g/ l l

TIMBREL 3 A(TRICLOPYR AMINESALT 360g/l)

200ml/10LWATER

300ml/10LWATER

TREAT CUT 6l / haSURFACE

TREAT CUT 1.5l / haSURFACE

FRILL MAMBA(GLYPHOSATE 360g/l)

2L/10L WATER APPLY WITHIN 6l / ha30 MINUTES

___________________________________________________________________________________________________________________________________________

SISAL (AGAVE SISALANA)

TARGET PLANTS METHOD PRODUCT RATE COMMENT ESTIMATED PRODUCT/ REQUIRED

____________________________________________________________________________________________________________________

ALL SISAL INJECTION MSMA 2ml PER PLANT INTO BOLE 2 l / 1000 PLANTS (MSMA 720 g/l)

SYRINGA (MELIA AZEDRACH.)

ESTIMATED TARGET PLANTS METHOD PRODUCT RATE COMMENTS PRODUCT /

HECTARE

CHOPPER(IMAZAPYR 100g/l)

300ml/10l WATER TREAT CUT 2 l / haSURFACE

ALL TREES CUT STUMPFRILL

TIMBREL 3A *(TRICLOPYR AMINESALT 360 g / l)


SEEDLINGS REMOVE BYHAND


________________________________________________________________________________________________________________________

LANTANA (LANTANA CAMARA)

TARGET PLANTS METHOD PRODUCT RATE ESTIMATED PRODUCT / HECTARE.

HAND PULLOR HOE

SEEDLINGS MAMBA(GLYPHOSATE 360g/l)


FOLIAR SPRAY TOUCH DOWN(GLYPHOSATETRIMESIUM 480g/l)

ACCESS *

SELECTED AREAS ONLY

(PICLORAM K – SALT240g / l)

6l / ha

100ml / 10LWATER

6 l / ha

2l / ha

____________________________________________________________________________________________________________

LANTANA (LANTANA CAMARA) Cont.

LARGE PLANTS

FOLIAR SPRAY CUT STUMP

TOUCHDOWN (GLYPHOSATE TRIMESIUM 480g/l) ACCESS * (PICLORAM K – SALT 240g / l) CHOPPER (IMAZAPYR 100g/l) ACCESS * (PICLORAM K – SALT 240g / l) * CONSULT THE WFW TECHNICAL ADVISOR.

6l / ha 100ml / 10L WATER SELECTED AREAS ONLY 200 ml / 10 l WATER 100ml / 10L WATER SELECTED AREAS ONLY

6 l / ha 2 l / ha 1.5 l / ha 2 l / ha

GREY POPLAR (POPULUS SPP.)


HECTARE SEEDLINGS FOLIAR

SPRAY GARLON* VIROAXE (TRICLOPYR ESTER 480g/l)

150ml/10L WATER

2l / ha

CUT STUMP

CHOPPER (IMAZAPYR 100g / l)

500ml / 10L WATER

1.5 l / ha

LARGE TREES

ALL

CUT STUMP FRILL


500ml / 10 L WATER

1.5 l / ha


BLACKWOOD (ACACIA MELANOXYLON.)


HECTARE SEEDLINGS FOLIAR

SPRAY STARANE* 12.5ml/10L

WATER 0.5L/Ha

FRILL/STEM APPLICATION

GARLON VIROAXE (TRICLOPYR ESTER 480g/l)

200ml / 10 L DIESEL

1.5 l / ha

LARGE TREES

ALL

FRILL/STEM APPLICATION

GARLON VIROAXE (TRICLOPYR ESTER 480g/l)

200ml / 10 L DIESEL

1.5 l / ha


JACARANDA (JACARANDA MIMOSIFOLIA.)


HECTARE

ALL TREES AND SEEDLINGS

FRILL/CUT STUMP


1000ml / 10 L WATER

5L/Ha

PEANUT BUTTER TREE (SENNA SPP.)


HECTARE

ALL TREES AND SEEDLINGS

CUT STUMP


500ml / 10 L WATER

3L/Ha



APPENDIX 9: RECYCLING

GUIDELINES ON RECYCLING OF SOLID WASTE

Dep

artment of E

nvironmental A

ffairs and Tourism

PAPERMETAL CANS

GLASS

PLASTIC

TEXTILES

USED OIL

TYRES

CARDBOARD SCRAP METAL

BIODEGRADABLEPLANT WASTES

BATTERIES

OLDAPPLIANCES

WHAT CAN WE RECYCLE?

CAR BODIES

CONSTRUCTION &DEMOLITION WASTE

COMMONLYRECYCLEDMATERIALS

R 2A

LESSCOMMONLYRECYCLEDMATERIALS

Department of Environmental Affairs and Tourism

GUIDELINES ON RECYCLING OF SOLID WASTEDepartment of Environmental Affairs and Tourism

CAR WINDSCREENS, MIRRORSGENERAL WASTE MIXED WITHHAZARDOUS WASTE(eg: HEALTH CARE WASTE)

VERY DIRTYRECYCLABLES

LAMINATESeg: PAPER AND PLASTIC

WHAT CANNOT BE RECYCLED?

R 2B


Dep

artment of E

nvironmental A

ffairs and Tourism

PAPER RECYCLING

SPREAD OUT & DRY

SHRED & DIGEST

ROLL & SQUEEZE OUT LIQUID

USE PAPERPRODUCTS

WASHDE-INK

PUTTHROUGHROLLERSAND CUTTO SIZE

MAKE NEWPRODUCTS

RECOVER USEDPAPER

R 8B

PULP


Dep

artment of E

nvironmental A

ffairs and Tourism

PLASTIC RECYCLING

EACH TYPE OF PLASTICPROCESSED SEPARATELY

SHREDWASH SHREDDED

PLASTIC

MAKE NEWPRODUCTS

DRY

MELT

EXTRUDECOOL

CHOP INTOPELLETS

USEPLASTIC

PRODUCTS

RECOVER USED PLASTIC

R 8D

SORT INTO PLASTIC TYPES



Dep

artment of E

nvironmental A

ffairs and Tourism

GLASS RECYCLING

USE GLASSPRODUCTS

RECOVER USEDGLASS (KEEP

COLOURS SEPARATE)

TRANSPORTTO FACTORY

BREAK UPGLASS

MELT IN FURNACE WITH NEW PRODUCTMOLTEN GLASS

MOULD GLASS INTO NEWPRODUCTS

MAKE NEWPRODUCTS

R 9D


Dep

artment of E

nvironmental A

ffairs and Tourism

BREAKDOWN OF ORGANIC MATTER

BACTERIA & FUNGIEARTHWORMS

COMPOST HEAP - TURNOVER TO AERATE!

USE COMPOSTTO ENRICHSOIL FOR

GARDENING

BAGGEDCOMPOST

SIEVE OUT THE FINER FRACTION

GRASS CUTTINGS,GARDEN AND

KITCHEN WASTE

R 10B

COMPOST

COMPOSTING OFBIODEGRADABLEPLANT WASTES


Dep

artment of E

nvironmental A

ffairs and Tourism

METAL RECYCLING

SHRED

WASH

SMELT

POUR INGOTS

MAKE NEWPRODUCTS

USE METALPRODUCTS

RECOVER USED METAL

R 9B


Dep

artment of E

nvironmental A

ffairs and Tourism

RECYCLING OF USED OIL

DEPOSIT INROSE MINI

TANKER

TRANSPORTTO OIL

RECYCLER

RECOVER OIL FRACTIONFROM WASTE FRACTION

USE OIL PRODUCTS(MOTOR OIL, HYDRAULIC

OIL, MACHINE OIL,GEAR OIL)

SLUDGE WASTE

STORE OIL

RECOVER USED OIL

R 10AROSE - RECYCLING OIL SAVES THE ENVIRONMENT

HAZARDOUSLANDFILL

SITE




APPENDIX 10: EAP CURRICULUM VITAE

of 2

Melissa Cornwell Mackay

Personal

Details:

Date of Birth ID Number License Languages Health Computer Literacy

07 March 1971

7103070033084

Code 10 (no PDP at present)

English and Afrikaans

Excellent

Excel Word, PowerPoint, MS Projects, CRS bookings program, CorelDraw, Email and Internet, GIS, ArcView, SANBI’s BGIS online Land Use Decision Support and Google Earth Pro, Joomla website design.

Experience June 2008 – Present Currently one of the senior Environmental Consultants at Cape EAPrac in George in the Southern

Cape. Duties include baseline assessments, damage and rehabilitation assessments, Environmental Impact Reports and Applications with related public participation exercises, Coastal Waters Discharge Permits, Ecological Control on site, GIS mapping for development projects and processing and responses to Appeals on Environmental Authorisation.

Working knowledge of applicable legislation and policies. Facilitation of Environmental Impact Assessments in terms of the National Environmental

Management Amendment Act (NEMAA) and project management during process. Convener for the South Cape Weeds Forum, a joint forum with the Department of Agriculture to

promote the combating of alien weeds in the Southern Cape. Designed the company’s website (www.cape-eaprac.co.za) and manage and maintain content.

October 2006 – June 2008 Previously one of the two senior Environmental Consultants at HilLand Associates in George in

the Southern Cape.

April 2004 – September 2006 Floor supervisor, retail assistant and receiving clerk at Wordsworth Books in George. Managing the family farm. Was employed on a contract basis by Capricorn Fisheries in Cape Town as an onboard observer

on commercial fishing vessels operating from St Helena Bay and Cape Town harbour.

P.O. Box 2035 George 6530 Cell: 084 584 7419 Fax: 044 874 0432 Email: [email protected]

http://www.cape-eaprac.co.za/

Curriculum Vitae – Melissa Mackay

Page 2 of 2

2

2000–2004 Western Cape Nature Conservation Board Tourism Manager

Responsible for all CapeNature tourism related activities and management in the Overberg Region.

Tertiary

Education

2011 - 2013 Saasveld Campus, NMMU George Successfully completed a BTech Nature Conservation. Subjects completed include Conservation Management I, Research Methodology (with

Distinction), Resource Management IV, Plant Studies IV, Freshwater Management IV (with Distinction) and Coastal and Marine Management I.

1994–1996 Saasveld Campus, PE Technikon George Successfully completed a National Diploma Nature Conservation.

Short

Courses

Problem Animal Control, Kalahari 1994

Field Ranger Training, included plant id, animal tracking, orienteering, first aid and weapons training 1996

Client Care and Communication, Cape Town, 2001

Human Resources Workshop, Cape Town 2003

Skippers License (theory only), Bredasdorp, 2002

Law Enforcement, Bredasdorp, 2002

Microsoft Excel XP Advanced, Cape Town, 2003

Microsoft PowerPoint XP Advanced, Cape Town, 2003

Commercial Fish Identification off South African Waters, 2004

Observer Protocols on land and at sea, 2004

Introduction to International Fishing Law, 2004

Safety at Sea, 2004

Introduction to ArcGis II, 2007

NEMA 2006 EIA Regulations 2007

NEMA 2010 EIA Regulations 2010

Joomla Web Design Course

Business Report Writing, 2011

NEMA 2014 EIA Regulations, 2014



APPENDIX 11: EMERGENCY SERVICES &

CONTACT DETAILS

Emergency Response / Disaster Management 10177Eden Control Room 044 805 5055 Eden Fire Services 044 801 6376

Police 10111Mossel Bay SAPS (George Road) 044 690 3334

National Disaster Management (Cell phone) 112Disaster Management (Provincial) 021 937 0800Life Bay View Private Hospital 044 691 3718Provincial Hospital 044 691 2011Ambulance 044 691 3170ER 24 Private Ambulance Service 084 124Mossel Bay Municipality 044 501 3000

Emergency (All hours) 044 606 5000Fire & Rescue Services 044 691 3722

Traffic Department 044 606 5201Water & Electricity 044 606 5041Electricty Disruption (after hours) 044 805 5073Sea Rescue (Provincial) 021 449 3500

NSRI Station 15 082 990 5954Mossel Bay Surf & Life Saving Club 083 462 1182Southern Cross Life Saving Club 082 740 7654Mountain Rescue (Provincial) 021 948 9900

Andrew 082 339 1240Rogan 082 323 4349

Child Emergency 0800 123 321Citizens Advice Bureau 021 422 0300SPCA 044 693 0824CapeNature 044 802 5310Marine & Coastal Management 044 691 2939Heritage Western Cape 021 483 9685Department of Water & Sanitation: Water Pollution 0800 200 200

Mossel BayEmergency and Important Numbers

appendix 1: location & site plans - cape eaprac bardolino/bar/h... · 2016-05-09 · +27 (0) 44...

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