CRR IV FEIR ~ 26042010 [FINAL].pdf - Environmental Projects

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EIA FOR THE PROPOSED LANGEZANDT QUAYS DEVELOPMENT IN STRUISBAAI HARBOUR: CRR 1.3.13 Gerry Pienaar (38) The TIA is also mentioning that the traffic volume in the morning would be 465 vehicles per hour and 470 vehicles per hour in the evening, we assume that this is not during a good fishing day. Traffic specialists (iCE Group) comment: Rural roads and intersections are designed for the 30th highest hour, which means that the capacity of the road will be exceeded for 30 hours per year. This is a national standard and was determined based on economic evaluation of the cost of delay to vehicles and the cost op providing more capacity on roads and at intersections. Traffic flow & Parking 1.3.14 1.3.15 1.3.16 1.3.17 Gerry Pienaar (38) Gerry Pienaar (38) Julian G Williams (47) E. Ley Kempthorne (49) It is also inaccurate to suggest that the road will still operate well below capacity, which was calculated at approximately 1100 vehicles per hour, that relates to 18,3 vehicles per minute, what standard was used to calculate the capacity? Is it London, Los Angeles, New York or Hong Kong? As a mitigation measure in the report, it is suggested that a road will be built across the parking area that will essentially link in Kusweg North and Kusweg East with a dangerous 3-way stop on a corner, may I remind you that the reason for making a substantial investment by the present residents and property owners of this area is to specifically to get away from traffic congestion and dangerous intersections. There is already an acute parking problem in summer and any new development will worsen the traffic effect. Nowhere has the expense risk been mitigated and there is the danger of the basement not being constructed after planning permission has been provided which would put a strain on limited parking resources and would increase the overflow to the existing municipal parking facility, which during peak season is already at capacity. Traffic specialists (iCE Group) comment: We used the United States Highway Capacity Manual, but the formulas have variables for road width, shoulder width, percentage passing zones, percentage heavy vehicles, percentage unfamiliar traffic (first time users), topography and more. The exact variables for Struisbaai roads were used in the calculations to ensure a true reflection of the local conditions. The service level standards are widely used in South Africa. Your concern is noted. The stop at this intersection was designed specifically to slow down vehicles that currently exceed optimal speed limits on Kusweg Oos and therefore this mitigation is designed to reduce the current hazard. Your concern is noted. Please refer to Section 5.2.2 of the FEIR. Please refer to Annexure R of the FEIR regarding expense risk. Please refer to Section 5.2.2 of the FEIR regarding parking. Traffic flow & Parking Traffic flow & Parking Traffic flow & Parking Traffic & parking I:\ENV\PROJECTS\401807~Struisbaai\Public Participation\Comments & Response\EIR\CRR IV FEIR ~ 26042010 [FINAL].doc 42 of 193
EIA FOR THE PROPOSED LANGEZANDT QUAYS DEVELOPMENT IN STRUISBAAI HARBOUR: CRR 1.3.18 1.3.19 1.3.20 1.3.21 1.3.22 Dirk de Jongh on behalf of Struisbaai Home Owners Assosciation (72) Dirk de Jongh on behalf of Struisbaai Home Owners Assosciation (72) Ken A. Hodge (111) Frances Pienaar (58) David McKinstry (21) The size of the proposed development is so large that it will not allow for parking on the site, except for in the basement. As a result it was necessary to investigate the option of providing parking at the adjoining public area. The developer is also proposing to use this property as the entrance to the proposed development. A public area that is very important for parking during the summer months when ski-boats arrive from elsewhere for fishing, as well as during the peak summer holiday season, have been targeted for the proposed development. According to the draft EIR this is seen as a benefit to the community! Another concern is the formal parking area as proposed on erf 921 where overflow boat trailers are presently parked that it will no longer be able to accommodate the trailers. Traffic in and around the harbour area is already under pressure during the holiday season. This development will exacerbate the traffic congestion It is unacceptable to have a vehicular entrance on Erf 921 from Kusweg Oos. It is already a dangerous corner and such access will in effect create a short cut between Kusweg Noord and Kusweg Oos. It will be a racetrack and Erf 921 is designated for parking, not for a roadway. Please refer to Section 5.2.2 of the FEIR regarding the use of parking and the access road. Please refer to Section 5.2.2 of the FEIR regarding the use of parking and the access road. The benefit to the community is a holistic solution to the bottle-neck effect experience during peak periods at the harbour entrance as well as the parking of vehicles on Harbour Road, Kusweg Noord and Kusweg Oos. Please refer to Section 5.2.2 of the FEIR regarding accommodating trailers. Your concern is noted. Please refer to Section 5.2.2 of the FEIR. Your concern is noted. The stop at this intersection should reduce the hazard. The traffic flow would only be from Kusweg Noord towards Kusweg Oos i.e. 1 – Way. Please refer to Section 5.2.2 of the FEIR. Traffic & parking Traffic & parking Traffic & parking Traffic flow & Parking Traffic flow & Parking 1.3.23 1.3.24 John Butler (104) Johnny S Edwards (120) The development will cause extreme parking and traffic congestion. The proposed underground parking is totally unfeasible, a similar project on the site of the old hotel found water a few meters below the surface The proposal does not give enough attention to the parking problems that always arise in December. Please refer to Section 5.2.8 of the FEIR regarding basement design. Disagreed, please refer to Section 1.3.6 of this Comment and Response Report. Traffic flow & Parking Traffic flow & Parking I:\ENV\PROJECTS\401807~Struisbaai\Public Participation\Comments & Response\EIR\CRR IV FEIR ~ 26042010 [FINAL].doc 43 of 193
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