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Section BC 1801: General
Section BC 1802: Definitions
Section BC 1803: Geotechnical Investigations and Material Classifications
Section BC 1804: Excavation, Grading and Fill
Section BC 1805: Dampproofing and Waterproofing
Section BC 1806: Allowable Load-bearing Values of Soils and Rock
Section BC 1807: Retaining Walls and Other Retaining Structures
Section BC 1808: Reserved
Section BC 1809: Shallow Foundations
Section BC 1810: Deep Foundations
Section BC 1811: Driven Deep Foundations
Section BC 1812: Cast-in-Place Concrete Piles
Section BC 1813: Composite Piles
Section BC 1814: Helical Piles
Section BC 1815: Permanent Prestressed Rock and Soil Anchors
Section BC 1816: Liquefaction Analysis
Section BC 1817: Underpinning and Alternate Methods of Support of Buildings and Adjacent Property
Section BC 1818: Geotechnical Peer Review
1818.1 General.
1818.2 Where required.
1818.3 Geotechnical peer review qualifications.
1818.3.1 Independence.
1818.4 Extent of geotechnical peer review.
1818.4.1 Scope.
1818.5 Geotechnical peer review report.
1818.5.1 General.
1818.5.2 Contents.
1818.5.3 Phased submission.
1818.6 Responsibility.
1818.6.1 Engineer of record.
1818.6.2 Geotechnical peer reviewer.
1818.6.3 Revisions of design.
1818.6.4 Disputes.
1818.7 Change to peer reviewer.
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1818.5.3 Phased submission.
If an application is submitted for a permit for the construction of foundations or any other part of a building before the construction documents for the whole building have been submitted, then the geotechnical peer review and report shall be phased. The geotechnical peer reviewer shall be provided with sufficient information on which to make a geotechnical peer review of the phased submission. In addition to the requirements of this section, phased submission of the report shall include any changes made to the initial geotechnical peer review evaluation. The geotechnical peer review report need not be submitted concurrently with the structural peer review report.
1818.6 Responsibility.
Responsibility shall be as provided for in Section 1818.6.1 through 1818.6.4.
1818.6.1 Engineer of record.
The engineer of record for the foundation design shall retain sole responsibility for the geotechnical design. The activities and reports of the geotechnical peer reviewer shall not relieve the engineer of record for the foundation design of this responsibility.
1818.6.2 Geotechnical peer reviewer.
The geotechnical peer reviewer's report states his or her opinion regarding the design by the engineer of record for the foundation design. The standard of care to which the geotechnical peer reviewer shall be held in the performance of the geotechnical peer review and report is that level of skill and care are consistent with geotechnical peer review services performed by professional engineers licensed in the State of New York for similar type projects. The geotechnical peer reviewer shall not be responsible for the accuracy of the subsurface investigation data or the conclusions of the structural peer review reports.
1818.6.3 Revisions of design.
The engineer of record for the foundation design shall identify that a new review is required based upon changes to the design documents relevant to the scope of the peer review. The geotechnical peer reviewer shall review the items that have been affected and shall revise the geotechnical peer review report.

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