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ANNEXURE ANNEXURE ANNEXURE ANNEXURE AAAA Site Plan
Face of Bldg
Face of Bldg
F.L
F.L
F.L
F.L
F.L
F.L
F.L
EMBANKMENT WALL LAYOUT
M O S O M O
015 307 4435 P.O.BOX 10931 CIRCLE DRIVE
TZANEEN
0850
Fax. 015 307 1886
e-mail:[email protected]
REP. OF SOUTH AFRICA
CONSULTING CIVIL ENGINEERS (PTY) LTD
NO. DATE AMENDMENT
LAYOUT PLAN - EMBANKMENT PROTECTIONSCALE 1:500
527
526
543
524525
512
513
514
528
515
529
516
530
517
531
518
532
519
584
534
520
535
521
522
536
508
508
508
STOCKPILE AREA
Face of BldgFace of Bldg
Face of BldgFace of Bldg
Face of Bldg
F.L
F.L
511546
510
+5460 X
-7160 Y
AC
CE
SS
RO
AD
PROJEK/PROJECT
TITEL/TITLE
SKAAL / SCALE DATUM / DATE VEL / SHEET
ONTWERP / DESIGN GETEKEN / DRAWN TEK. NR. / DRAW. NR.
949-SILVERSTREAMS - 2
AS SHOWN MAY 2017
D.INGRAMA.B. CILLIERS
SILVERSTREAMSKEURBOOMS RIVERPLETTENBERG BAY
Wo
od
en
Fen
ce
Face of Bldg
Face of Bldg
F.L
Face of Bldg
Face of Bldg
WOODEN WALL
F.L
508
509
508INNER EDGE OF KEURBOOMS RIVER
+5160 X
-7360 Y
3
4
5
67
89
10
EXIST. BARGE
RA
MP
TO
BA
RG
E
JETTY WALKWAY
RAMP TO JETTY
9700
JETTY WALKWAY
RAMP TO JETTY
9700 JETTY WALKWAY
RAMP TO JETTY
9700 JETTY WALKWAY
RAMP TO JETTY
JETTY WALKWAY
70
00
MOORING POLE
11 12 1314 15 16 17 18
19 20 21 22
1
2
RIP RAPTIE INTOSANDERLINGS
25 26 27 28 29 30 31 3233
34
23 24
EXISTING MOORING POLES
EXISTING MOORING POLES
Exis
t. C
on
cre
te S
lip
way
700
0
700
0
EXISTING LAWN
15
00
EXISTING LAWN
EXISTING LAWN
15
00
15
00
15
00
150
0
FUTURE JETTY EXTENSION
EXIST. STEPS
FUTURE JETTY EXTENSION
EXIST. STEPS
FUTURE JETTY EXTENSION
EXIST. STEPS
9700
FUTURE JETTY EXTENSION
EXIST. STEPSRAMP TO JETTY
9700
FUTURE JETTY EXTENSION
EXIST. STEPS
EXISTING POLEEMBANKMENT WALL
RENO MATTRESS
RENO MATTRESSRENO MATTRESS
RENO MATTRESSRENO MATTRESS
70
00
FUTURE JETTY EXTENSION
1500
9700
RAMP TO JETTY
JETTY WALKWAY
N2
N2
KE
UR
BO
OM
S R
IVE
RD
IRE
CT
ION
OF
FL
OW
SILVERSTREAMS
SAN MARIN0
BLUE WATER RIVER ESTATE
LOCALITY PLANN.T.S
LOCALITY PLAN,TYPICAL WALL LAYOUT,SECTION & ELEVATION
NOT TO SCALE - SCHEMATICNOT TO SCALE - SCHEMATIC
PROJEK/PROJECT
TITEL/TITLE
SKAAL / SCALE DATUM / DATE VEL / SHEET
ONTWERP / DESIGN GETEKEN / DRAWN TEK. NR. / DRAW. NR.
949-SILVERSTREAMS - 1
AS SHOWN MAY 2017
D.INGRAMA.B. CILLIERS
SILVERSTREAMSKEURBOOMS RIVERPLETTENBERG BAY
M O S O M O
015 307 4435 P.O.BOX 1093
1 CIRCLE DRIVE
TZANEEN
0850
Fax. 015 307 1886
e-mail:[email protected]
REP. OF SOUTH AFRICA
CONSULTING CIVIL ENGINEERS (PTY) LTD
NO. DATE AMENDMENT
TYPICAL DETAIL OF TRANSITION TO EXISTING SLIPWAY OR STEPSSECTION C - C
SILVERSTREAMS - RIVER REHABILITATION CONSTRUCTIONSECTION A - A
VA
RIE
S
VARIES
VA
RIE
S
4 m
Va
rie
s1
m
2000 VARIES ± 5m
VARIES ± 7m
VARIES ± 2m
± 330m n.t.s.
15
00
SANDERLINGS ESTATE
2250 1000
RENO MATTRESS WITH BIDIM AT BOTTOM
HIGH TIDE LEVEL
LOW TIDE LEVEL
ROCKGRIP WITH COATED DIAMOND MESH WIRE ON LAST 2m(THE COATED DIAMOND MESH WIRE WILL BE USED TO BIND
THE ROCKGRIP TO THE RENO MATTRESSES)
SAND BAGS SLOPED TO SHAPEEMBANKMENT NATURALLY
RENO MATTRESS WITH BIDIM AT BOTTOM
HIGH TIDE LEVEL
LOW TIDE LEVEL
GABION BOXES SLOPED TO SHAPEEMBANKMENT NATURALLY
A2 BIDIM FILLED WITH SANDA2 BIDIM
FILLED WITH SAND
RENO MATTRESS COVERED WITH TOPSOIL AND PLANTED WITH BUFFULO GRASS(STENOTPHRUM SECUNDOTUM) UP TO HIGH WATER LEVEL
EXIST. CONCRETESLIPWAY
GABION BOXES(1 x 1 x 2m)
SAND BAGS (1 x 1 x 1m)
GABION BOXES (1 x 1 x 2m)
GABION BOXES (1 x 1 x 2m)UNDERNEATH RENO MATTRESS
RENO MATTRESS TOFINISH OFF END
RENO MATTRESS TOFINISH OFF END
ROCKGRIP WITH COATED DIAMOND MESH WIRE ON LAST 2m(THE COATED DIAMOND MESH WIRE WILL BE USED TO BIND
THE ROCKGRIP TO THE RENO MATTRESSES)
RENO MATTRESS COVERED WITH TOPSOIL AND PLANTED WITH BUFFULO GRASS(STENOTPHRUM SECUNDOTUM) UP TO HIGH WATER LEVEL
JETTY WALKWAY
RIP RAP INTOEMBANKMENT
SCALE 1:150
BLUE WATER RIVER ESTATE SANDERLINGS ESTATE
EXIST GROUNDLEVEL
SILVERSTREAMS
HIGH WATERLEVEL
RA
MP
TO
JE
TT
Y
TYPICAL LAYOUT PLAN OF EMBANKMENT WALLSCALE 1:150
NEW CCA TREATED POLES@ 4,5m crs
KEURBOOMS RIVERDIRECTION OF FLOW
EXISTING OLD BITUMEN TREATED POLEEMBANKMENT WALL EXISTING OLD BITUMEN TREATED POLE
EMBANKMENT WALL
EXISTING POLEEMBANKMENT WALL
D C
KEURBOOMS RIVERDIRECTION OF FLOW
EXIST. MOORING POLES@ 9,0m crs
EXISTING LAWN
B A
VARIABLE SLOPE WITH RENO MATRESS
GABION BOXES (1 x 1 x 2m)UNDERNEATH RENO MATTRESS
DC
JETTY WALKWAY
RA
MP
TO
JE
TT
Y
NEW CCA TREATED POLES@ 4,5m crs
EXISTING STEPS
EXIST. MOORING POLES@ 9,0m crs
EXISTING LAWN
B A
EXISTING POLEEMBANKMENT WALL
VARIABLE SLOPE WITH RENO MATRESS
EXISTING POLEEMBANKMENT WALL
RENO MATTRESS TOFINISH OFF END
EXTEND GABION BOXES
RA
MP
TO
JE
TT
Y
1
EXIST. MOORING POLES@ 9,0m crs
NEW CCA TREATED POLES@ 4,5m crs
EX
IST
. S
TE
PS
JETTY WALKWAY
RA
MP
TO
JE
TT
Y
5
EXIST. MOORING POLES@ 9,0m crs
NEW CCA TREATED POLES@ 4,5m crs
EX
IST
. S
TE
PS
EXIST. CONCRETESLIPWAY
RIP RAP INTOEMBANKMENT
GABION BOXES (1 x 1 x 2m)UNDERNEATH RENO MATTRESS
RENO MATTRESS TOFINISH OFF END
EXIST. GABION BOXES
EXISTING LAWN
D C B A DCB A
FUTURE JETTY EXTENSIONFUTURE JETTY EXTENSION
FUTURE JETTY EXTENSIONFUTURE JETTY EXTENSION
EXIST. GABION BOXES
NEW GABION BOXESNEW GABION BOXES
EXISTING LAWN
METHOD STATEMENT FOR REHABILITATION OF RIVER BANK ATSILVERSTREAMS; PLETTENBERG BAY
Herewith a summary of planned construction activities torehabilitate the Keurbooms river bank at Silverstreams development.Temporary measures:
1. Excavate a level working platform at the low tide water level mark;
2. Place a "Rockgrip" layer on the invert of the excavation, this will ensure that the proceeding layer will be fixed together to provide adequate stability. The "Rockgrip" layer will have a coated diamond mesh fixed to the last 2 m, to allow the "Rockgrip" to be fixed to the Reno mattresses;
3. Place Reno mattress to form the toe of the structure, to prevent undermining of the embankment;
4. Place 2 No. rows of 1 x 1 x 1 m sand bags along the low tide water level contour, to form the leading edge of protection against erosion;
5. Place 1 No. row at the back of the excavation, this will form an anchor for the sand fill which will follow;
6. Place a geotextile layer to form a container between the front row and back row of sand bags. This will form a boundary into which sand can be placed;
7. Pump the sandy material that has been eroded from the river into the geotextile container. The sand must be compacted to ensure stability of the embankment;
8. Place a "Rockgrip" layer on the crest of the first layer, this will ensure that the proceeding layer will be fixed together to provide adequate stability. The "Rockgrip" layer will have a coated diamond mesh fixed to the last 2 m, to allow the "Rockgrip" to be fixed to the Reno mattresses;
9. Repeat steps 4 - 8 until the top of the embankments are reached, take note that each layer should be offset by the distance necessary to shape the embankment to a natural slope;
10. Once all the layers have been completed, then sandbags should be placed on the steps, they should be filled with sand and the sand bags should be shaped to form a smooth transition between the layers; and
11. Geotextile should be placed on the face of the newly shaped embankment, from the bottom Reno mattress to the top of the embankment.
Permanent measures:
12. A layer of Reno mattresses should be placed on top of the geotextile and anchored vertically into the back of the embankment;
13. Organic material, Salt marsh, should be placed on the Reno mattresses in the inter-tidal zone; and
14. Topsoil salvaged from excavations should be placed on top of the remaining Reno mattresses and plant material should be established to create a natural aesthetic.
SAND BAGS (1 x 1 x 1m)
EXIST. BARGE
RA
MP
TO
BA
RG
ER
AM
P T
O B
AR
GE
EXIST. BARGE
EXTEND GABION BOXES
RENO MATTRESS COVERED WITHTOPSOIL AND PLANTED WITH BUFFULO GRASS(STENOTPHRUM SECUNDOTUM)UP TO HIGH WATER LEVEL
RENO MATTRESS WITHBIDIM (SEE DETAIL)
LOW TIDE LEVEL
RENO MATTRESS WITHBIDIM (SEE DETAIL)
LOW TIDE LEVEL
GABION BOXES(1 x 1 x 2m)
EXISTING OLD BITUMENTREATED POLEEMBANKMENT WALL
EXIST GROUNDLEVEL
JETTY
ACCESS TO JETTY
NEW 200/150 CCA TREATED POLEMIN 6m LONG DRIVEN INTO SAND BEDMIN OF 4,0m DEEP AT 5,4m CRS
EXISTING LAWN
NOTE BALL FIXING BOLTS TO BESTAINLESS STEEL GRADE 304
SECTION THROUGH EMBANKMENT WALLSECTION B -B
SCALE 1:50
HIGH WATERLEVEL
STIROFOAMBOUYANCY BOXES
12 Ø SS U-BOLT
EXIST. MOORING POLES
EXISTING OLD BITUMENTREATED POLEEMBANKMENT WALL
EXIST GROUNDLEVEL
EXISTING LAWN
SECTION AT END OF EMBANKMENT WALLSECTION D -D
SCALE 1:50
HIGH WATERLEVEL
GABION BOXES(1 x 1 x 1m)
JETTY WALKWAY
TYPICAL ELEVATION OF EMBANKMENT WALL
2500 1000
97009700
15
00
± 330m n.t.s.
EXISTING STEPS
ANNEXUREANNEXUREANNEXUREANNEXURE BBBB Environmental Induction Sheet and
Register
BASIC RULES OF CONDUCT WITH REGARD TO ENVIRONMENTAL
MANAGEMENT
The following list represents the basic Do’s and Don’ts towards environmental awareness, which all
participants in this project must consider whilst carrying out their tasks. These are not exhaustive and
serve as a quick reference aid.
NOTE: ALL new site personnel must be briefed on environmental awareness. Please inform your foreman
or manager if you have not attended such a presentation or contact the Environmental Control Officer
(ECO).
DO: • USE THE TOILET FACILITIES PROVIDED.
• CLEAR YOUR WORK AREAS OF LITTER AT THE
END OF THE WEEK.
• STORE LITTER IN THE BINS PROVIDED FOR THIS
PURPOSE.
• CONFINE WORK AND STORAGE OF
EQUIPMENT TO WITHIN THE IMMEDIATE WORK
AREA.
• USE ALL SAFETY EQUIPMENT AND COMPLY
WITH ALL SAFETY PROCEDURES.
• PREVENT CONTAMINATION OR POLLUTION OF
STREAMS AND WATER CHANNELS.
• REPORT ANY INJURY OF AN ANIMAL.
• PREVENT EXCESSIVE DUST AND NOISE.
• ENSURE THAT SIGNAGE AND OTHER SAFETY
MEASURES ARE IN PLACE AND MONITORED.
DO NOT: • REMOVE OR DAMAGE VEGETATION WITHOUT
DIRECT INSTRUCTION.
• MAKE ANY FIRES – no open flames or naked
flames for heating or cooking shall be
allowed unless at designated braai areas.
• BURN WASTE ON ANY PART OF THE SITE.
• INJURE, TRAP, FEED OR HARM ANY ANIMALS –
this includes birds, frogs, snakes, lizards etc.
• ENTER ANY FENCED OFF OR MARKED AREA.
• SPEED OR DRIVE RECKLESSLY.
• ALLOW WASTE, LITTER, OILS OR FOREIGN
MATERIALS ANYWHERE ON SITE.
• LITTER OR LEAVE FOOD LYING AROUND.
• ENTER NO-GO AREAS.
Notes:
1. Should any animals such as tortoises or
snakes be encountered do not harm them.
They will move away by themselves. The
harming of any animal will result in
disciplinary action. If there is a snake that
poses a threat to humans, CapeNature must
be contacted for the safe capture and
removal of the snake.
2. Ensure that vehicles and machinery do not
leak fuel or oils. Refuelling or maintenance
must be done within the site camp area only.
ENVIRONMENTAL INDUCTION REGISTER
FOR SILVER STREAMS ESTATE
DATE:
NAME & SURNAME SIGNATURE
NAME & SURNAME SIGNATURE
ANNEXURE ANNEXURE ANNEXURE ANNEXURE CCCC Method Statement Forms
METHOD STATEMENT
CONTRACT: ............................................................................ DATE: .................
PROPOSED ACTIVITY (give brief description and reference number from CEMP)
WHAT WORK IS TO BE UNDERTAKEN? (give a brief description of the works)
WHERE ARE THE WORKS TO BE UNDERTAKEN? (where possible, provide anannotated plan and a full description of the extent of works)
START AND END DATE OF WORKS FOR WHICH THE METHOD STATEMENT IS
REQUIRED
HOW ARE THE WORKS TO BE UNDERTAKEN? (provide enough detail, includingannotated sketches and plans where possible)
Start Date: End Date:
ANNEXURE ANNEXURE ANNEXURE ANNEXURE DDDD Register of Rescued Indigenous
Vegetation
REGISTER OF RESCUED PLANT MATERIAL
NumberDate
Bagged
Plant Name
(If known)
Description of Plant (Size
and Health)
Established in
NurserySigned
Eg
2017/01
Eg
2017/01/26Eg Bitou Eg Seedling, Sparse growth Eg Yes /
ANNEXURE ANNEXURE ANNEXURE ANNEXURE EEEE CV of EAP
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CURRICULUM VITAE (Abbreviated)ANJÈ TALJAARD
1989/02/19BSc University of Pretoria
EDUCATION
Senior Certificate (Matric) Passed with Distinction December 2007
Hartebeespoort Highschool
Bachelor of Science, Genetics Completed November 2010
University of Pretoria
Specialization in Human Physiology Completed November 2012
University of Pretoria
SHORT COURSES
BLS (Basic Life Support) Completed June 2011
Claassen & Claassen Training
CPR (Cardio Pulmonary Resuscitation) Instructor Completed June 2011
Claassen & Claassen Training
Assistant Examination SAIOH (Southern African Institute for Occupational Health)University of Pretoria
Completed November 2012
Higher Certificate in Exercise Science and Management in Sport Awarded January 2013
University of Pretoria
70 Hour Online Teaching English as a Foreign Language Course Completed July 2013
i-to-i communications
New Techniques and Methods in Environmental Impact AssessmentShort CourseSustainable Environmental Solutions (Pty) Ltd Completed December 2014
Introduction to Geospatial Information Systems (GIS)Short CourseUniversity of Stellenbosch Completed May 2015
Invasive Species TrainingShort CourseSouth African Green Industries Council (SAGIC) Completed September 2016
WORK EXPERIENCE
Environmental Consultant 04/09/2013 to current
HilLand Environmental Environmental Assessment Practitioner undertaking Environmental Impact Assessments,
Public Participation Processes’ and creation of Environmental Management Programmes interms of the National Environmental Management Act, 1998 (NEMA Act No. 107 of 1998)
and Environmental Impact Assessment Regulations, 2014 (as amended) with involvement inover 200 projects.
o Dune and Riverbank Stabilisationo Routine road maintenance, resurfacing and upgrade of storm water structureso Residential Estate development and managemento Sand mining
Geospatial Information System (GIS) analysis and mapping as required for over 200 projects.o Viewshed analysiso Biodiversity overlays and analysiso Slope Analysiso Land use advice
Environmental Control Officer (ECO) for various projects for the Department of Transportand Public Works:
o Meiringspoort Pass road maintenance and repairs (September 2013 – October 2015)
o Robinson’s Pass road maintenance and repairs (September 2013 to present)
o Hartenbos area flood damage repairs (September 2013 to September 2014)
o Van Wyksdorp flood damage repairs (September 2013 to September 2015)
o Ladismith flood damage repairs (January 2014 - present)
o Rehabilitation/Reseal of Main Road 347 (February 2014 to June 2015)
o Resurfacing of a Portion of TR1/1 Outeniqua Pass, George (October 2014 to May 2015)
Environmental Control Officer (ECO) for various additional projects with duties involvingmonitoring compliance with Environmental Management Plans through site meetings,inspections and reporting:
o Monitoring compliance with OSCA permit conditions during construction.o Upgrading of WWTW at Still Bay for Hessequa Municipality (July 2015 – December 2015)
o Alien Invasive Management and Clearing on various projects
SKILLS & ABILITIES
Geospatial Information System (GIS) analysis and mapping – ArcGIS SoftwareEnvironmental Reporting and Auditing compliance with Environmental Management PlansAlien Invasive identification, management and removalCompilation of Alien Invasive Control PlansExcellent at multitaskingFluent in English and AfrikaansHigh-quality interpersonal skillsExcellent organisational skillsComputer literate (MS Office Applications)
