14
Part A - General
The documents submitted to the approval authority must be compiled in such a way as to
ensure that compliance with the requirements set down in the Standard Ground Investiga
tions and this Standard Design can be easily determined by a third expert body. The nature
of the documents and verifications to be submitted - incl. examination and certification
requirements - and the schedule for submitting these documents with respect to the ins
tallation of the systems, can be individually determined by studying the Standard Ground
Investigations and this Standard Design.
Justification:
Compliance with the conditions to maintain state of the art quality standards as well as certifi
cation of the systems and components guarantees the structural safety of the system. The
design and equipment variant that the approval holder intends to install, but which cannot
however be determined at the time of approval, will then be checked by a third expert body to
ensure that the normal quality requirements are satisfied. In this way, it will be possible to en
sure that approval can be effectively issued without final, detailed construction and design
drawings being available. These documents and verifications shall be presented within a spe
cified appropriate period in order to allow them to be checked before the systems are ins
talled. Earlier presentation of the documents is not only possible but also desirable in order for
additional changes to be made if necessary. The Standard Ground Investigations contains mi
nimum requirements that include concrete specifications for the geological, geophysical and
geotechnical site survey. This standard is currently being updated. The current version shall be
used in each case. The approval authority shall decide on deviations on a case-by-case basis
and exclusively reserves the right to commission a assessment report from a recognised ex
pert (Art. 5 para. 2 SeeAnlV) at the expense of the applicant.
• In addition to the requirements set down in the Standard Ground Investigations and this
Standard Design, the following requirements must also be met when designing and buil
ding offshore structures:
The structure shall be designed and configured in such a way that
- during installation, operation or decommissioning occupational safety and fire safety
provisions are accordingly observed,
- no avoidable emissions of pollutants, noise and light into the marine environment can
occur during installation or operation using state of the art technology, or, where such
emissions are unavoidable and provided for in the safety requirements pertaining to ma
rine and air transport - impairments shall be kept to a minimum,
- in the event of collision with a ship, the hull of the ship shall be damaged as little as pos
sible.
- no electromagnetic waves are produced that could cause disturbance to common navi
gation and communications systems or the functionality of correction signal frequencies.
The applicable limits are detailed in the current version of IEC 60945.
Wherever possible, the external paintwork shall be glare-free, notwithstanding the regulations
on aviation and shipping identification.
The corrosion protection shall have the lowest possible level of pollutants. The use of tributyl-
tin (TBT) is prohibited. In the splash zone, the (underwater) structure shall be painted using
oil-repellent paint; it is not necessary to regularly remove marine growth in this connection.
For the above directives, the approval holders are required to present proof for the 2 nd re
lease in accordance with this Standard Design - at the latest upon commissioning of the
system - that accordingly represents and includes the forecasts contained in the expert
opinions on
- the materials used in and in the vicinity of the offshore structures and