Ad # Geotech-Eng-Serv-Design-Guidelines_V2_Covers 11 Sep 2020 0852 100% APPROVED BY FILE NAME TRIM DA COLOURS BIG AD/CD Geotech-Eng-Serv-Design-Guidelines_V2_Covers.indd lmf C M Y K CLIENT BLEED AD PIC INFO EngGeoBC th WRITER PROD DOCKET LIVE PR FONTS ENG COR hm DESCRIPTION FOLDS TO PAGE SEPS RUN OUTPUT EngGeoBC Practice Guidelines 8-1/2” x 11” c of d PROOFREAD CLIENT PUB NOTES

DDB CANADA 1600 – 777 HORNBY STREET, VANCOUVER, BC, CANADA V6Z 2T3 T 604 687 7911 F 604 640 4344

PREFACE

These Professional Practice Guidelines – These guidelines complement the Association’s Geotechnical Engineering Services for Building Projects Guidelines for Legislated Landslide Assessments for were developed by Engineers and Geoscientists British Proposed Residential Developments in BC (Engineers Columbia (the Association) to guide professional and Geoscientists BC 2010) and Professional Practice practice related to geotechnical engineering in the Guidelines – Retaining Wall Design (Engineers and building design and construction industry. Geoscientists BC 2020).

The first version of these guidelines was published These guidelines outline the appropriate standard of in 1998 and addressed the standard of practice for practice to be followed at the time they were prepared. geotechnical engineering in the building sector and However, this is a living document that is to be revised related requirements for the use of standard Letters and updated as required in the future, to reflect the of Assurance, as mandated in the BC Building Code. developing state of practice.

This current revision provides additional clarity on the specific items related to geotechnical engineering for building projects in the Letters of Assurance and discusses the roles and responsibilities of Engineering Professionals, specifically the Geotechnical Engineer of Record, and other relevant parties. In addition, these guidelines were further updated to refer to the Association’s Bylaws for quality management.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION 2.0 i

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION 2.0 ii TABLE OF CONTENTS

PREFACE i 3.2 SCOPE OF SERVICES 11 ABBREVIATIONS v 3.3 BASIC GEOTECHNICAL ENGINEERING SERVICES 12 DEFINED TERMS vi 3.3.1 Project Definition and Permitting Stage 12 VERSION HISTORY ix 3.3.2 Design Development Stage 15 1.0 INTRODUCTION 1 3.3.3 Building Permitting Stage 16 1.1 PURPOSE OF THESE GUIDELINES 1 3.3.4 Construction Stage 16 1.2 ROLE OF ENGINEERS AND 3.4 ADDITIONAL GEOTECHNICAL ENGINEERING GEOSCIENTISTS BC 2 SERVICES 17 1.3 INTRODUCTION OF TERMS 2 3.4.1 Special Services 18 1.4 SCOPE OF THESE GUIDELINES 2 3.4.2 Extraordinary Additional Services 19 1.4.1 Responsibility for Temporary and Permanent 4.0 QUALITY MANAGEMENT IN Geotechnical Disciplines 3 PROFESSIONAL PRACTICE 20 1.5 APPLICABILITY OF THESE GUIDELINES 3 4.1 QUALITY MANAGEMENT REQUIREMENTS 20 1.6 ACKNOWLEDGEMENTS 3 4.1.1 Professional Practice Guidelines 20 2.0 ROLES AND RESPONSIBILITIES 4 4.1.2 Use of Seal 20 4.1.3 Direct Supervision 21 2.1 COMMON FORMS OF PROJECT ORGANIZATION 4 4.1.4 Retention of Project Documentation 21 2.1.1 Design-Bid-Build Delivery 4 4.1.5 Documented Checks of Engineering and Geoscience Work 21 2.1.2 Design/Build Delivery 4 4.1.6 Documented Field Reviews During 2.1.3 Public Private Partnership (P3) Delivery 4 Implementation or Construction 22 2.2 RESPONSIBILITIES 5 4.1.7 Documented Independent Review 22 2.2.1 Owner 5 5.0 PROFESSIONAL REGISTRATION & 2.2.2 Coordinating Registered Professional 6 EDUCATION, TRAINING, AND EXPERIENCE 23 2.2.3 Structural Engineer of Record 7 5.1 PROFESSIONAL REGISTRATION 23 2.2.4 Geotechnical Engineer of Record 7 5.2 EDUCATION, TRAINING, AND EXPERIENCE 23 2.2.5 Specialty Geotechnical Engineer or Supporting Registered Professional 9 6.0 REFERENCES AND RELATED DOCUMENTS 24 2.2.6 General Contractor 10 6.1 REFERENCES 24 2.2.7 Authority Having Jurisdiction 10 6.2 RELATED DOCUMENTS AND RESOURCES 26 3.0 GUIDELINES FOR 7.0 APPENDICES 27 PROFESSIONAL PRACTICE 11

3.1 OVERVIEW 11

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION 2.0 iii LIST OF APPENDICES

Appendix A: WorkSafeBC Occupational Health and Safety Requirements Related to Geotechnical Engineering ...... 29

Appendix B: Letters of Assurance for Geotechnical Engineering ...... 31

LIST OF TABLES

Table B - 1: List of Letters of Assurance Related to Geotechnical Engineering Services ...... 32

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION 2.0 iv ABBREVIATIONS

ABBREVIATION TERM

ACEC-BC Association of Consulting Engineering Companies British Columbia

AIBC Architectural Institute of British Columbia

BC British Columbia

BCBC British Columbia Building Code

CER Civil Engineer of Record

CFEM Canadian Foundation Engineering Manual

CRP Coordinating Registered Professional

EIT Engineer-in-Training

EOR Engineer of Record

GER Geotechnical Engineer of Record

MER Mechanical Engineer of Record

NBC National Building Code of Canada

P3 Public-Private-Partnership

QBS Qualifications-Based Selection

RP Registered Professional

RPR Registered Professional of Record

SER Structural Engineer of Record

SRP Supporting Registered Professional

VBBL Vancouver Building By-law

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION 2.0 v DEFINED TERMS

The following definitions are specific to these guidelines. These words and terms are capitalized throughout the document.

TERM DEFINITION

Act Engineers and Geoscientists Act [RSBC 1996], Chapter 116.

Agreement for Geotechnical Services The contract, whether formal or informal, between the Client and the Engineering Professional or the firm that agrees to provide geotechnical engineering services.

Authority Having Jurisdiction The jurisdictional body (usually municipal) with authority to administer and enforce the British Columbia Building Code (BCBC), the City of Vancouver Building By-law (VBBL), the National Building Code of Canada (NBC), or a local building bylaw or code, as well as government agencies that regulate a particular function in a building (for example, Technical Safety BC as a regulatory authority with respect to electrical installations and elevating devices).

Association The Association of Professional Engineers and Geoscientists of the Province of British Columbia, also operating as Engineers and Geoscientists BC.

Building Code Includes the British Columbia Building Code, the City of Vancouver Building By-law, and the National Building Code of Canada.

Bylaws The Bylaws of the Association made under the Act.

Client The party who enters into a contract to obtain geotechnical engineering services.

Coordinating Registered Professional Defined in the BCBC as a Registered Professional retained to coordinate all design work and Field Reviews of the Registered Professionals who are required for a project.

Direct Supervision The act of taking responsibility for the control and conduct of the engineering work of a subordinate, who could be an Engineer-in-Training (EIT), a person not registered or licensed to practice professional engineering, or another Engineering Professional.

Engineering Professional(s) Professional engineers and licensees, who are registered or licensed by the Association and entitled under the Act to engage in the practice of professional engineering in British Columbia.

Engineers and Geoscientists BC The business name for the Association.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION 2.0 vi TERM DEFINITION

Field Review The reviews conducted at the site of the implementation or construction of the engineering work by an Engineering Professional or his or her subordinate acting under his or her Direct Supervision, that the Engineering Professional in his or her professional discretion considered necessary to ascertain whether the implementation or construction of the work substantially complies in all material respects with the engineering concepts or intent reflected in the engineering documents prepared for the work. Defined in the BCBC as follows: “Field Review means a review of the work (a) at a building site, and (b) where applicable, at locations where building components are fabricated for use at the building site that a Registered Professional in his or her professional discretion considers necessary to ascertain whether the work substantially complies in all material respects with the plans and supporting documents prepared by the Registered Professional.” The Field Reviews by a Geotechnical Engineer are for the purpose of ascertaining whether the subsurface conditions at a project site are consistent with those assumed in a project design and, in the event that unanticipated subsurface conditions are encountered, to allow for the recommendation of suitable measures to be provided for achieving the design objectives.

Geotechnical Engineer An Engineering Professional who specializes in the art and science of estimating the response of the ground to changes, including those resulting from construction.

Geotechnical Engineer of Record The Registered Professional who is responsible for the geotechnical aspects of the design and associated Field Reviews for the Subgrade Support of the Building or structure in a project, and issues Letters of Assurance for those items of direct responsibility. The Geotechnical Engineer of Record may also, under an agreed scope of service, be responsible for the geotechnical aspects of temporary conditions and features. Alternatively, such responsibility may be undertaken by another Geotechnical Engineer who acts as a Registered Professional of Record for the temporary conditions and features, and issues Letters of Assurance for those items.

Letters of Assurance Uniform, mandatory documents that are intended to clearly identify the responsibilities of key individuals in a building project, and which are executed in accordance with the applicable Building Code.

Owner Any individual, firm, or corporation controlling the property under consideration during the period of application of the Building Code.

Primary Structural Element A beam, column, or other structural design element that, when combined with others, forms the Primary Structural System.

Primary Structural System A combination of Primary Structural Elements that support a building's self-weight and applicable live loads based on occupancy, use of the space, and environmental loads such as wind, snow, and seismic forces.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION 2.0 vii TERM DEFINITION

Registered Professional Defined in the BCBC as: “a) a person who is registered or licensed to practice as an architect under the Architects Act, or b) a person who is registered or licensed to practice as a professional engineer under the Engineers and Geoscientists Act.” For the purposes of the Engineers and Geoscientists Act, this can include professional engineers and licensees having the appropriate scope of practice, all of whom must be qualified by training or experience to provide designs for building projects.

Registered Professional of Record Defined in the BCBC as a Registered Professional retained to undertake design work and Field Reviews in accordance with Subsection 2.2.7.3. of Division C.

Specialty Geotechnical Engineer An Engineering Professional who designs and supervises the preparation of documents for special elements of subsurface work while acting as a Supporting Registered Professional providing supplementary supporting geotechnical engineering services to the Geotechnical Engineer of Record.

Structural Engineer of Record An Engineering Professional with general responsibility for the structural integrity of the Primary Structural System. The Structural Engineer of Record takes overall responsibility as the Registered Professional of Record for all items under the structural discipline on Schedule B of the Letters of Assurance in the British Columbia Building Code.

Subgrade Support of the Building A combination of soil, rock, and groundwater, either natural or processed, which reacts to the imposed loadings of the Primary Structural System of the building or structure as well as the weight of the ground.

Supporting Registered Professional The Registered Professional providing supplementary supporting design and/or Field Review services to the Registered Professional of Record for a particular component or sub-component of a discipline, such as, for instance, a Specialty Geotechnical Engineer providing supplementary supporting services for select geotechnical aspects of the design and associated Field Reviews for the Subgrade Support of the Building or structure. It is recommended that a Geotechnical Engineer of Record obtain and retain in his or her project file Schedules S-B and S-C from any Supporting Registered Professional in the form provided in Appendix A of Joint Professional Practice Guidelines – Professional Design and Field Review By Supporting Registered Professionals (AIBC and Engineers and Geoscientists BC 2020). These schedules provide the Geotechnical Engineer of Record with assurance from the Supporting Registered Professional that the plans and supporting documents relating to the supporting engineering services for a particular geotechnical component, or subcomponent, substantially comply, in all material respects, with the applicable requirements of the applicable Building Code.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION 2.0 viii VERSION HISTORY

VERSION PUBLISHED DATE DESCRIPTION OF CHANGES NUMBER

2.0 September 17, 2020 Updated to provide for additional description of the current standard of practice for geotechnical engineering services, along with additional clarity as to how the BCBC Letters of Assurance are applied to such geotechnical work.

1.0 March 1998 Initial version.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION 2.0 ix

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION 2.0 x 1.0 INTRODUCTION

Engineers and Geoscientists British Columbia 1.1 PURPOSE OF THESE GUIDELINES (the Association) is the regulatory and licensing body for the engineering and geoscience professions This document provides guidance on professional in British Columbia (BC). To protect the public, the practice to Engineering Professionals who carry out Association establishes, maintains, and enforces geotechnical engineering services for building projects. standards for the qualification and practice of its members and licensees. These guidelines provide a common approach for carrying out a range of professional activities related to The Association provides various practice resources geotechnical engineering services for building projects to its members and licensees to assist them in meeting their professional and ethical obligations under the Following are the specific objectives of these Engineers and Geoscientists Act. One of those guidelines: resources are professional practice guidelines, which 1. Describe the standard of practice that Engineering establish the standard of practice for specific Professionals should follow when providing professional activities. The Association works with professional services related to these professional experts in their fields to develop professional practice activities. guidelines where additional guidance is beneficial or 2. Specify the tasks and/or services that Engineering required. Professionals should complete to meet the These Professional Practice Guidelines – Geotechnical appropriate standard of practice and fulfill their Engineering Services for Building Projects provide professional obligations under the Act. These guidance on professional practice for Engineering obligations include the Engineering Professional’s Professionals who carry out geotechnical engineering primary duty to protect the safety, health, and services related to building projects in British welfare of the public and the environment. Columbia. 3. Describe the roles and responsibilities of the These guidelines were first published in 1998 for various participants/stakeholders involved in these building projects and were revised in 2019 to provide professional activities. The document should assist clarity as to the standard of practice of geotechnical in delineating the roles and responsibilities of the engineering services. various participants/stakeholders, which may include the Registered Professional of Record, the These guidelines further complement the Association’s Geotechnical Engineer of Record (GER), Owners, Guidelines for Legislated Landslide Assessments for Authorities Having Jurisdiction, Supporting Proposed Residential Developments in BC Registered Professionals, and contractors. (Engineers and Geoscientists BC 2010) and 4. Define the skill sets that are consistent with the Professional Practice Guidelines – Retaining Wall training and experience required to carry out these Design (Engineers and Geoscientists BC 2020), as professional activities. well as other more general Engineers and Geoscientists BC professional practice guidelines.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 1 5. Provide guidance on the use of assurance comply with the standards of practice provided in documents, so the appropriate considerations have these guidelines. These guidelines may be used to been addressed (both regulatory and technical) for assist in defining the level of service and terms of the specific professional activities that were reference of an agreement between an Engineering carried out. Professional and a Client.

6. Provide guidance on how to meet the quality These guidelines are intended to assist Engineering management requirements under the Act and Professionals in fulfilling their professional obligations, Bylaws when carrying out the professional especially regarding the first principle of the activities identified in these professional practice Association’s Code of Ethics, which is to “hold guidelines. paramount the safety, health and welfare of the public, protection of the environment and promote health and 1.2 ROLE OF ENGINEERS AND safety in the workplace.” Failure to meet the intent of these guidelines could be evidence of unprofessional GEOSCIENTISTS BC conduct and lead to disciplinary proceedings by the Association. These guidelines were prepared by subject matter experts and reviewed at various stages by a formal 1.3 INTRODUCTION OF TERMS review group and other stakeholders. The final draft of the guidelines underwent a final consultation process with various committees and divisions of the See the Defined Terms section at the front of the Association. These guidelines and the current revision document for a full list of definitions specific to these were approved by the Association’s Council and, prior guidelines. to publication, underwent final legal and editorial reviews. These guidelines form part of Engineers and 1.4 SCOPE OF THESE GUIDELINES Geoscientists BC’s ongoing commitment to maintaining the quality of professional services that Engineering Professionals provide to their Clients and the public. These guidelines apply to the practice of geotechnical engineering for buildings and structures governed by An Engineering Professional must exercise professional Part 4 and Part 9 of the BC Building Code (BCBC), the judgment when providing professional services; as City of Vancouver Building By-Law (VBBL), or the such, application of these guidelines will vary National Building Code of Canada (NBC). Encompassed depending on the circumstances, including where site- in these guidelines are other commitments which specific conditions need to be addressed or in the event municipalities may require from Engineering that there are changes in legislation, regulations or the Professionals as set out in the Letters of Assurance of Building Code subsequent to the publication of these the BCBC and VBBL, along with other applicable guidelines. Where an Engineering Professional intends guidelines and regulations (see Section 6.1 to substantially deviate from following or applying References). these guidelines, consideration should be made to obtain a second opinion on the merits of the deviation. These guidelines also outline the professional services generally provided by the Geotechnical Engineer of The Association supports the principle that appropriate Record (GER) and, where applicable, the Specialty financial, professional, and technical resources should Geotechnical Engineer(s), for a project carried out be provided (i.e., by the Client and/or the employer) to under the requirements of those portions of the support Engineering Professionals who are responsible for carrying out professional activities, so they can

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 2 Building Code, regulatory requirements, and the 1.5 APPLICABILITY OF THESE Workers Compensation Act. GUIDELINES These guidelines specify tasks performed by the GER to achieve designs in the best interest of the project These guidelines provide guidance on professional and the public through coordination with the work of practice for Engineering Professionals who carry out other design and construction team participants. geotechnical engineering services for building projects. These guidelines should assist in maintaining the These guidelines are not intended to provide integrity of the overall and detail designs. The GER systematic instructions for how to carry out these often works in conjunction with the Structural Engineer activities; rather, these guidelines outline of Record (SER) and/or other design team members or considerations that should be taken into account contractors on projects; these guidelines should when carrying out these activities. assist in the delineation of responsibilities among these parties. An Engineering Professional’s decision not to follow one or more aspects of these guidelines does not 1.4.1 RESPONSIBILITY FOR TEMPORARY AND necessarily mean a failure to meet his or her PERMANENT GEOTECHNICAL DISCIPLINES professional obligations. Such judgments and decisions depend upon weighing facts and circumstances to In the Letters of Assurance of the BCBC and VBBL, determine whether other reasonable and prudent responsibility for the geotechnical discipline may Engineering Professionals, in similar situations, could be split between temporary and permanent have conducted themselves similarly. geotechnical components (Sections 7 and 8, respectively, of Schedule B) (BCBC 2018b). As such, different RPRs are often engaged on a building 1.6 ACKNOWLEDGEMENTS project for temporary and permanent geotechnical engineering. The original version and this current revision of these When discussing the activities of the GER, these guidelines were reviewed by groups of technical guidelines generally do not allocate one task or experts and external stakeholders, as well as by various another to either RPR who is responsible for the committees and divisions of the Association. temporary or permanent geotechnical disciplines Authorship and review of these guidelines does not noted in the Letters of Assurance. If two such necessarily indicate the individuals and/or their geotechnical RPRs are engaged on a project, their employers endorse everything in these guidelines. tasks should be properly coordinated between the The Association thanks the authors and reviewers of two responsibility areas to avoid overlaps or gaps in the original document, as well as the authors and responsibilities, and to ensure the full intent of the reviewers of this revision, for their time and effort in BCBC, VBBL, and any other applicable legislation, sharing their knowledge and experience. regulation, or bylaws are satisfied by the designs.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 3 2.0 ROLES AND RESPONSIBILITIES

This section summarizes the organization of various design-build contractor who enters into a contract delivery models and delineates the roles and with the Owner to design and build the project. Once responsibilities for various parties involved in design substantial completion of the project is reached, the and project delivery. Owner takes over responsibility for operation and maintenance, but the design-build contractor may still 2.1 COMMON FORMS OF PROJECT have design and construction responsibilities through a warranty period under the terms of the design-build ORGANIZATION contract.

2.1.3 PUBLIC PRIVATE PARTNERSHIP (P3) Project organization can vary according to the needs DELIVERY of a project and the contractual arrangements agreed to by the parties involved. The Geotechnical Engineer In the P3 delivery model, the public sector Owner of Record (GER) is usually engaged by the Owner, but typically enters a contract with a concessionaire, who may be engaged by the Owner's Coordinating takes overall responsibility for design, construction, Registered Professional (CRP), the Structural Engineer finance (partial or complete) of a public facility, and, of Record (SER), a design/build contractor, or other in some cases, operation and maintenance of the persons responsible for the delivery of part of or the facility. The EORs for the project may be engaged entire project. indirectly by the concessionaire through a contractor responsible to the concessionaire. The concessionaire 2.1.1 DESIGN-BID-BUILD DELIVERY is responsible to the Owner for the term of concession, In the traditional design-bid-build model, the which could be as long as 25 to 35 years. The facility is various project phases are procured and delivered then turned over to the Owner at the end of the under separate contracts. Under this delivery model, concession. the design phase and the construction phase occur Since this project delivery model does not put the EORs sequentially under separate contracts entered into in direct communications with the Owner, the Owner’s by the Owner. In the design phase, the Owner or the input for the design of the project will typically be in Owner’s representative directly engage design the form of design-build specifications that the Owner engineers as engineers of record (EORs) for the project. provides the concessionaire. Those specifications are Therefore, there is typically a direct line of typically prepared by consultants retained by the communication between an EOR responsible for Owner who have appropriate technical expertise to geotechnical services and the Owner or Owner’s prepare the specifications, and review the EORs’ representative. submittals for conformance with the specifications. Ongoing communication between the EORs and the 2.1.2 DESIGN/BUILD DELIVERY Owner’s consultant provides a way for overcoming In the design-build model, there are no contractual challenges in interpreting the specifications, which relations between the EORs and the Owner. Instead, by their nature will be non-prescriptive. the EORs are typically subcontractors of the

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 4 2.2 RESPONSIBILITIES • authorize in writing any additional services that may be beyond the original scope of the GER's services, based on recommendations from the GER The following subsections outline the key roles in a or other members of the project team; building project. • ensure all required approvals, licenses, and 2.2.1 OWNER permits from the Authorities Having Jurisdiction are obtained; To ensure the design and construction of the project is • provide the GER with the right of entry onto the carried out in a manner that meets appropriate project site for exploration purposes; standards of public safety and the requirements of • obtain encroachment agreements with neighbours; applicable codes and regulations, the Owner should: • inform owners of adjacent properties of potential • implement Building Code requirements; impacts;

• ensure Registered Professionals (RPs) are retained • retain an environmental engineer to design with responsibility for the design of all aspects of management strategies for storage, treatment, and the project, including a CRP to act as the prime discharge of groundwater removed from the site; consultant coordinating all of the RPs; and • recognize that drawings, specifications, and other • pay the costs of these services. documents prepared by the GER are specific to the In particular, the Owner should: project and site and cannot be used or copied for other projects; • proceed with a building project only after securing • recognize that the requirements of Authorities adequate financing, recognizing that a reasonable Having Jurisdiction may vary from project to contingency should be included; project; • establish any desired building performance • recognize that, because Building Code requirement that exceed Building Code interpretation by the Authority Having Jurisdiction requirements; may differ from that of the GER, changes to plans • engage with the CRP to develop an adequate may be required; written description of the project; • disclose fully and promptly any and all information • confirm, with the support of the CRP, whether the that may affect the GER's analysis, work, project site is within defined archeologically scheduling of tasks, design, or payment for sensitive or significant areas; services, including, among other things, any • ensure the role of the GER is properly defined for existing geotechnical reports or data, any the project and includes situations that may require special testing or − a written description of the scope of the GER's equipment, and all known potential services, including deliverable outputs, and environmentally sensitive or hazardous site − a realistic schedule for the provision of the conditions; GER's services agreed to by the CRP and the • if no CRP is retained for a project, ensure that the GER; duties normally assumed by a CRP are provided by • before commencement of services, ensure a the Owner or otherwise properly assigned to RPs, written Agreement for Geotechnical Services is including ensuring that all professional services finalized with the GER and other relevant RPs, and provided on the project are properly coordinated that it specifies the agreed scope of services, among all Registered Professionals of Record schedules, deliverables, and associated (RPRs) and any Supporting Registered compensation; Professionals (SRPs);

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 5 • recognize that, if the original GER is replaced, To enable GERs to perform their duties properly, the the change in the GER may require additional CRP should: resources to those which were originally budgeted • interpret and define the needs of the Owner so and scheduled; and the designs will meet the intended functions and • ensure timely payment for completed work. needs of the project;

If the Owner does not undertake or perform the above • ensure the design team identifies any special responsibilities, RPs should: design criteria, such as loads, settlement tolerances, seismic resistance, and other • consider recommending to the Owner in writing performance requirements that are stricter than that the Owner should undertake and perform the those imposed by the Building Code, as well as responsibilities, and provide an explanation for additional geotechnical services not normally part why the Owner should do so; or of the scope of such projects, and advise the GER • consider withdrawing from the building project, accordingly; and informing the Authority Having Jurisdiction of • outline the scope of assignment to the GER and the withdrawal where that would be necessary for each RP (including the Specialty Geotechnical the RP to comply with his or her professional Engineer, if applicable) for design, preparation obligations under the Building Code or the of contract documents, review of work during Association’s Code of Ethics. construction, Field Reviews, and contract 2.2.2 COORDINATING REGISTERED administration; PROFESSIONAL • provide timely and appropriately detailed information to permit the GER to adequately The role of the CRP, as described in the Letter of perform his or her duties; Assurance, Schedule A, Confirmation of Commitment • coordinate with the contractor to ensure the GER By Owner and Coordinating Registered Professional, is informed of construction progress, and advise is to coordinate the design work and Field Reviews of the GER when foundation and earthwork elements the RPs required for the project in order to ascertain of the project are being prepared for geotechnical that the design will substantially comply with BCBC or Field Reviews; VBBL, and other applicable enactments respecting • recognize that, because Building Code safety. interpretation by the Authority Having Jurisdiction The role of the CRP is clearly defined in the BCBC, may differ from that of the GER, changes to plans Note A-2.2.7.2.(1)(a) of Division C. may be required; It is not intended for the CRP to assume responsibility • disclose fully and promptly any and all information for the adequacy or accuracy of the technical designs that may affect the GER's analysis, work, prepared the RPs, or for subsequent Field Reviews of scheduling of tasks, design, or payment for the RPs who provide design and Field Review services. services, including, among other things, any However, the CRP should provide a level of existing geotechnical reports or data, any administrative overview beyond simply obtaining situations that may require special testing or sealed drawings and Letters of Assurance, whether or equipment, and all known potential not the CRP has a contractual relationship with the RPs environmentally sensitive or hazardous site involved in the project. conditions; • coordinate and review designs, drawings, and other contract documents prepared by RPs;

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 6 • coordinate communication of information 2.2.4 GEOTECHNICAL ENGINEER OF RECORD between the Owner, the contractor, and the RPs, The GER should work with the Owner and/or the including the GER, so that work proceeds in a CRP to develop a scope of work that allows the GER to manner that complies with applicable codes and meet his or her professional obligations, including regulations and meets the Owner's needs; those discussed in these guidelines and those imposed • if the original GER is replaced, ensure that the by the applicable Building Code, WorkSafeBC, and transition is managed according to the procedures other regulations. The scope of services should clearly outlined in the Guide to the Letters of Assurance delineate the responsibilities of the GER and any in the BC Building Code (Province of BC 2010), Specialty Geotechnical Engineer(s). Likewise, as noted and that the incoming GER assumes responsibility in Section 1.4.1 Temporary and Permanent Geotechnical for the geotechnical aspects of the project moving Engineers of Record, if different RPRs are responsible for forward; and the temporary and permanent geotechnical aspects of • coordinate the implementation of risk mitigation the project, the responsibilities of each professional strategies (such as design intents or covenants) must be clearly demarcated and reflected in the Letters identified during the development permit process of Assurance issued by the RPRs. by the project team involved with detailed design The GER is normally responsible for planning and and construction. executing the exploration program to characterize the 2.2.3 STRUCTURAL ENGINEER OF RECORD subsurface conditions at the project site, including assessing soil, rock, and groundwater conditions The Structural Engineer of Record (SER) is responsible relevant to the Subgrade Support of the Building and for the structural integrity of the Primary Structural investigating the potential for off-site impacts from System of a building project. The SER should: earthworks activities or changes to groundwater • identify any special structural design criteria such elevation. Unless the scope of services provides as loads, settlement tolerances, seismic resistance otherwise, the GER may rely upon recent topographic or other performance requirements and advise the or boundary survey data and locations of underground CRP, Owner, and GER accordingly; structures and utilities supplied by the Owner, or on

• provide timely information in sufficient detail as the advice of other members of the design team, to required to permit the duties of the GER to be determine the suitable layout of test holes or other adequately performed; and exploration methods. The GER must exercise reasonable professional judgment to determine • be responsible for the structural aspects of design, whether the provided information is complete, while the GER is responsible for the geotechnical accurate, and sufficiently recent to allow the GER to aspects of the design for Subgrade Support of the adequately assess the area of interest. Building. The GER is normally responsible for selecting The role of the SER is to advise on the structural exploration methods and testing soil or rock samples aspects of the geotechnical design; however, where to assess physical characteristics or properties upon appropriate, a specialty structural engineer may be which geotechnical recommendations and designs will required if the SER is unable to provide the required be based, such as strength and compressibility. The services. Such aspects may include the surcharge GER may rely upon the Owner or CRP to notify the GER loads imposed by adjacent structures which may affect of situations that may require special testing or special the design, as well as structural review of proposed equipment. In such cases, the GER should determine if shoring elements. it is appropriate to involve a Specialty Geotechnical Engineer and work with that person to determine a

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 7 scope of work for supplementary supporting and Schedule S-C, Assurance of Professional Field geotechnical engineering services. Review and Compliance By Supporting Registered Professional (see Appendix B), on which the GER The GER should inform the Owner that subsurface will rely upon to sign off on the relevant Letters of conditions may differ from those anticipated and vary Assurance. among test locations. Therefore, the budget should include a reasonable amount for contingencies, along When preparing recommendations and designs, the with adequate secured financing, in case designs must GER may rely upon project information and special be adjusted to address variations. structural design criteria provided by the Owner, CRP, SER, and/or other design professionals, such as The GER is responsible for the geotechnical aspects loads, settlement tolerances, seismic resistance, or of the design for the Subgrade Support of the other performance requirements. However, if the Building and the associated Field Reviews. If included geotechnical investigations or design analyses in the scope of services, the GER may also provide determine that errors or other changes must be recommendations for other elements of a building addressed by conducting additional investigations project or other types of projects requiring geotechnical and/or changing the design beyond what is anticipated expertise, such as land stability beyond the building in the scope of services, then extraordinary additional project site itself, earthworks, pavement structures, services may have to be undertaken, as described in and criteria for design of temporary or permanent earth- Section 3.4.2 Extraordinary Additional Services. retention systems. Refer to Guidelines for Legislated Landslide Assessments for Proposed Residential Geotechnical aspects of construction should be Developments in BC (Engineers and Geoscientists BC performed under the supervision of the GER, to ensure 2010a) and Professional Practice Guidelines – Retaining situations that require the GER’s professional judgment Wall Design (Engineers and Geoscientists BC 2020) for and interpretation are identified and addressed. more guidance on those topics. The GER should monitor the geotechnical effects of The GER is solely responsible for the geotechnical construction activities on items designed by one or aspects of the design of the Subgrade Support of the more SRPs (including Specialist Geotechnical Building shown on project drawings, unless the scope Engineers), as shown on the drawings prepared by the of services states otherwise, and must sign and seal SER. As part of this monitoring, the GER should assess Schedule B, Assurance of Professional Design and any SRP’s design, in order to advise on the feasibility of Commitment for Field Review accordingly (see planned construction activities and assess the impact Appendix B: Letters of Assurance for Geotechnical of, or the risks associated with, this aspect of Engineering). The GER may rely on Specialty construction on the Subgrade Support of the Building Geotechnical Engineers to design and retain or other structures, both on and off site. Such responsibility for certain elements of the geotechnical assessments may be made to assist the Owner and CRP, works, but the GER still has overall responsibility for or the SER, in determining the suitability of a particular ensuring the resulting geotechnical design work meets construction methodology and the associated risks. acceptable engineering standards. The GER must The GER should perform supervisory, review, or require Specialty Geotechnical Engineers to sign and monitoring activities, including when providing seal the engineering documents for the elements for recommendations or directions, in close which they provide design services, and that they communication with the CRP, SER, and other provide the GER with the appropriate accountability appropriate members of the design and construction documents, such as the supporting Schedule S-B, team, so they can understand the impact of the GER’s Assurance of Professional Design and Commitment activities on the planned project. for Field Review By Supporting Registered Professional,

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 8 The GER's responsibilities during construction include 2.2.5 SPECIALTY GEOTECHNICAL ENGINEER OR conducting Field Reviews of geotechnical aspects of SUPPORTING REGISTERED PROFESSIONAL construction being installed by the prime contractor or The Specialty Geotechnical Engineer generally acts as subcontractors. The GER is primarily responsible for an SRP. The SRP may be involved in design of works evaluating whether the geotechnical aspects of that are outside of the expertise of the GER. The SRP construction are generally being performed according is usually engaged by the Owner, but may be engaged to the project plans, specifications, and geotechnical by the GER, the Owner's CRP, the SER, a design/build- design recommendations of the GER, and for P3 contractor, or another entity responsible for the confirming that subsurface conditions encountered delivery of a project. For those items for which the SRP during construction are consistent with the design is engaged, the SRP will be responsible for all aspects assumptions. The GER should review the Field Review of investigation, design, deliverable submissions program of the Specialty Geotechnical Engineer (or (including Letters of Assurance, where applicable), other SRP supporting the GER), so that those activities and Field Reviews, similar to those for the GER, as can be coordinated with the monitoring of other discussed above. When engaging an SRP, it should be geotechnical items during installation and during later confirmed that the SRP carries liability insurance and phases of the project. is registered to engage in the practice of professional When required by the Authority Having Jurisdiction, the engineering in BC. GER, in collaboration with the SER and CRP, will assist The SRP may take responsibility for some geotechnical in preparing and submitting record drawings or elements of the project, including aspects of the documents for the project. Subgrade Support of the Building, as agreed with the If the Owner fails or refuses to undertake or perform GER and CRP. Therefore, the SRP must provide the GER the responsibilities as set out in Section 2.2.1 Owner, with all relevant information on the loadings, the GER should: deflections, and other performance criteria to permit the GER to carry out a review of the impact of the • consider recommending to the Owner in writing that the Owner should undertake and perform the specialty work on the comprehensive geotechnical responsibilities, and provide an explanation for design, including the Subgrade Support of Buildings why the Owner should do so; or and other features both on and off site.

• consider withdrawing from the building project, While such information may not include the specific and informing the Authority Having Jurisdiction of means or methods of analyses and design of the the withdrawal where that would be necessary for specialty work, the SRP must identify conditions or the GER to comply with his or her professional characteristics that differ materially from conventional obligations under the Building Code or the design methods and from the critical or limiting design Association’s Code of Ethics. assumptions associated with these conventional methods. In all circumstances, the GER is obligated to comply with the intent of these guidelines and take any The GER may provide a concept review of the SRPs’ additional steps necessary to protect the safety, health, designs for the Owner, but only to assess risks and welfare of the public (i.e., such as notifying the associated with proceeding with such specialty work. Authority Having Jurisdiction or WorkSafeBC of unsafe The GER’s review does not consider the adequacy of or substantially unforeseen conditions). the elements for which the SRP is responsible, the correctness of dimensions or quantities, the contractor’s safety measures in or near the work site, or the contractor’s methods of construction.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 9 The SRP must provide the GER with assurance that The presence or observations of the GER during the elements designed and constructed under the SRP’s construction does not relieve the general contractor of scope substantially comply in all material respects with responsibility for constructing the project in accordance applicable requirements of the Building Code. Such with the contract documents and good engineering submissions typically include signed and sealed design practices, or of the responsibility for providing documents, Field Review reports, and completed construction methods, techniques, sequences, accountability documents, such as the supporting procedures, safety precautions, and programs necessary Schedule S-B, Assurance of Professional Design and to ensure safety and suitability for the project. Commitment for Field Review By Supporting Registered 2.2.7 AUTHORITY HAVING JURISDICTION Professional, and Schedule S-C, Assurance of Professional Field Review and Compliance By Supporting The Authority Having Jurisdiction receives signed and Registered Professional (see Appendix B: Letters of sealed permit submissions, including Letters of Assurance for Geotechnical Engineering Practices). Assurance, from the CRP or the EORs at appropriate times during the building project. The Authority Having Schedule S-B and Schedule S-C were jointly published Jurisdiction should confirm that the submissions have by the Architectural Institute of British Columbia been properly completed; and if deficiencies are (AIBC) and the Association for use by the SRP, and identified, clearly communicate to the CRP and/or EORs their use is strongly recommended. Refer to Joint the specific items that require further attention. Professional Practice Guidelines – Professional Design and Field Review By Supporting Registered An Authority Having Jurisdiction may have experience Professionals (AIBC and Engineers and Geoscientists and expertise relating to hazards, such as those arising BC 2020) for more guidance. from:

2.2.6 GENERAL CONTRACTOR • slopes; • soil movement (expanding, compressing, settling); The general contractor has a contractual relationship • seismic vulnerabilities; with the Owner. This contract typically states that • capacity of storm sewer; the general contractor is responsible for the labour, • floods; materials, and equipment for the work, as well as • high groundwater elevations or concentrated the construction methods, techniques, sequences, groundwater flow paths; procedures, safety precautions, and programs • artesian groundwater; and associated with the construction work, as set out in • dewatering. the contract documents. An Authority Having Jurisdiction will typically consider The general contractor is responsible for its own work, the regional ramifications of the implementation of the supervision and coordination of the subcontractors’ solutions, such as groundwater cut-off structures, slope work, and the inspection of the subcontractor’s work management systems, geothermal wells, groundwater prior to Field Reviews by the GER, where applicable. wells, and municipal infrastructure, and may develop The general contractor is responsible for providing management policies for such items. reasonable notice to the Owner, CRP, or GER when In situations where an Authority Having Jurisdiction components are ready for Field Review by the GER. has significant concerns regarding the technical nature The general contractor should notify the Owner, CRP, of the permit submissions, it may require that an and/or GER in a timely manner if there are material independent review be carried out, the costs of which differences in the subsurface conditions or changes in may be borne by the project team. Responsibility for site conditions that may have a detrimental effect on such costs may be addressed in contractual agreements the project or the safety of the public. between the Owner, CRP, and EORs, including the GER.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 10 3.0 GUIDELINES FOR PROFESSIONAL PRACTICE

3.1 OVERVIEW • clarify the professional responsibilities for geotechnical design and Field Review in order to satisfy WorkSafeBC requirements as they This section outlines the practice and services a relate to excavation safety and shoring;

Geotechnical Engineer of Record (GER) should • reach agreement on fees, payment schedule, and explain and/or provide to Client(s). It is not intended professional liability insurance coverage; and to be exhaustive and should not be interpreted to limit • reach agreement on other contractual terms and the GER’s responsibilities, as discussed in the other conditions. sections of these guidelines, or what the GER ought to do by exercising good professional judgment in the Such discussions should result in an Agreement for circumstances of a particular project. The GER should Geotechnical Services. Forms and precedents providing be aware of any additional requirements in the contract language are available on the Association of jurisdiction in which their project is located. Consulting Engineering Companies British Columbia (ACEC-BC) website under “Contract Language” (ACEC-BC 2018). (See Section 6.2 Related Documents 3.2 SCOPE OF SERVICES and Resources.)

The GER has a professional responsibility to uphold Before commencing design services, the GER should the principles outlined in the Association’s Code of meet with the Client, who is usually the Owner or Ethics, including protection of public safety and the Coordinating Registered Professional (CRP), but may environment. As such, the GER must use a risk-based also be the contractor in a design-build contract, to: approach to decision making when providing

• determine the terms of reference and the scope of professional services, and one of the risk factors that work for basic services and additional services must be considered is climate change implications. (see Section 3.3 Basic Geotechnical Engineering The GER has a responsibility to notify the Client of Services and Section 3.4 Additional Geotechnical future climate-related risks, reasonable adaptations Engineering Services); to lessen the impact of those risks, and the potential impacts should the client refuse to implement the • clarify the required design lives of temporary (if different than two years) and permanent recommended adaptations. The GER has a structures; responsibility to be aware of and meet the intent of any climate change requirements imposed by the • determine and specify which geotechnical client or the Authority Having Jurisdiction. elements are to be designed by specialty engineers;

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 11 3.3 BASIC GEOTECHNICAL • Define and execute a subsurface investigation ENGINEERING SERVICES program through drilling, geophysics, and other means to assist in characterizing subsurface conditions at the project site, including the The typical components of the basic services, as following: summarized below, are generally organized according − Collect in-situ strength data (equivalent to the sequential stages of a particular project. The N values), and install and monitor types of services required for a particular project for groundwater observation piezometers. Subgrade Support of the Building will vary according to − Classify soil and rock materials, groundwater the project characteristics, such as foundation location, levels, and other conditions (including depth, structural loading conditions, site geology, site subsurface), including at adjacent off-site development, and proximate existing development. areas that could affect or be affected by the Each stage of service should be carried out in general project. The geotechnical description of the conformance with the Canadian Foundation soil conditions should conform with the intent Engineering Manual (Canadian Geotechnical Society of relevant standards such as ASTM D2487, 2006), and a documented rationale should be provided Standard Practice for Classification of Soils for any deviations. for Engineering Purposes (Unified Soil Classification System) (ASTM 2017a), and Although each stage of the basic service generally ASTM D2488, Standard Practice for contains items pertaining to the respective Description and Identification of Soils construction stage (often because of the requirements (Visual-Manual Procedures) (ASTM 2017b), of a specific project), some of the basic service or the methods listed in Chapter 3 of the activities may be performed out of normal sequence or Canadian Foundation Engineering Manual in different stages than those indicated below. Services (Canadian Geotechnical Society 2006). that are required for a typical project are described in − the subsections below. Ensure the subsurface investigation meets the requirements of the Canadian Foundation 3.3.1 PROJECT DEFINITION AND Engineering Manual (Canadian Geotechnical PERMITTING STAGE Society 2006) in terms of depth and quantity of test holes, unless a rationale for deviation During the project definition and permitting stage, is provided and documented in the the Owner requires services to support evaluation of geotechnical report. the viability of the project and the subsequent . The type and quantity of data collected production of submissions required to obtain a building during the subsurface investigation permit for the project. should be representative of the The GER may provide the following services during this vulnerability, risk (e.g., seismic risk), stage of the project: and value of the project. . Subsurface investigation and data • Conduct an initial site visit and undertake a desktop review to ascertain available subsurface collection methodologies should be and construction information in the vicinity of selected by consideration of the geology the site. that is expected to be encountered based on the literature review and/or local experience.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 12 . The results of the investigation should • Perform necessary engineering analyses in be reconciled with the results of the order to determine geotechnical parameters that literature review. are relevant to the project, which may include . Installation and monitoring of the following: groundwater observation piezometers − Perform analyses to determine expected should be carried out for all projects, material strength parameters and unless it can be proven to be unnecessary. groundwater elevations. − Conduct additional investigation beyond the − Specify methodologies and software to be initially defined investigation program, if used for analysis of soil response to static, significantly varied subsurface conditions are seismic, and other (as appropriate) loading encountered or the design requirements of conditions, and note the limitations of the development must be refined; the GER’s prescribed boundary conditions and other Agreement for Geotechnical Services should input parameter assumptions. be amended accordingly to reflect these − Determine factors of safety. additional services (see Section 3.4.2 − Conduct design sensitivity analyses and Extraordinary Additional Services). obtain optimization results. − Prior to beginning subsurface investigation, − Estimate vertical and horizontal displacement confirm with the Owner and/or CRP that for the building. the site is not within a defined archeological • Coordinate with other participants on the design sensitive area or area of significance. team to identify foundation loading conditions . If ground-altering activities reveal the and viable geotechnical-related options for the presence of potential archaeological Subgrade Support of the Building. artifacts, it must be reported to the • Prepare a geotechnical report that provides an Archaeology Branch of the BC Ministry account of the geotechnical activities performed of Forests, Lands and Natural Resource and includes recommendations that address the Operations and Rural Development, geotechnical items in the Letters of Assurance who protect archaeological sites under relevant to the project, including the following: the Heritage Conservation Act. The − An account of the performed activities Archaeology Branch advises engaging the addressing the first four points above, services of a professional archaeologist including: to provide guidance with the archaeology assessment process. . outcomes of the desktop study; . • Conduct physical testing of recovered samples description of investigation methodology to assist in determining soil and rock parameters and results, including assumptions, that inform design recommendations pertaining to encountered soil conditions, and test hole foundations, excavation (shoring), and logs; and management of groundwater and interflow, and . analysis methods and results. reconcile qualitative and quantitative results of − Recommendations, including: subsurface investigations with published geologic . geotechnical aspects of the foundation information. design; . earth and groundwater pressures on walls below grade; . floor slab support;

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 13 . earthworks; − The GER should advise the Owner to notify . sub-drainage; and adjacent landowners of potential impacts to . seismic design considerations. geologically proximate properties from the development and its construction, including: − Estimates of probable (foundation) movement or differential movement and, depending on . associated vibration, excavation, filling, the engaged scope of services, and ground improvement; recommendations for matters such as: . altering of the ambient groundwater . stability of slopes; regime, such as lowering groundwater elevation or changing its flow path; and . design of retention systems; . where relevant, the requirement for . utility support; encroachment agreements needed to . pavement; address shoring or underpinning, . stormwater facilities; dewatering, pre-loading, and filling. . off-site impacts, including in − Before carrying out the design for an consideration of the BCBC or VBBL, excavation, fill, or ground improvement works, Clause 4.2.4.9 (relating to changes in an appropriate level of due diligence must groundwater) and Clause 4.2.5.2 (relating be followed when considering and to excavation); documenting the: . temporary support options and their . geological setting; impact on building design and . vulnerability or sensitivity-to-movement construction; and of adjacent structures, elements, and/or . permanent dewatering, among other infrastructure; subsurface-related matters. . selection of soil parameters and stability − If methodologies (e.g., subsurface calculations including proximate investigation program, factors of safety for surcharge loads; and excavation shoring design) deviate from the . sources of water which may reasonably best practices described in the Canadian influence performance. Foundation Engineering Manual (Canadian • To satisfy WorkSafeBC requirements, when taking Geotechnical Society 2006), provide a responsibility under Schedule B for Geotechnical – rationale for the deviations, and a discussion Temporary, item 7.1, Excavation, prepare a design of the associated risks. and supporting documents for building permit • For adjoining properties, carry out an appropriate applications that include excavations and/or level of analysis to support the GER’s technical shoring designs for excavations with one or more recommendations, and maintain proper of the following attributes: documentation to demonstrate appropriate − Over 1.2 metres (4 feet) deep with sides protection of the geologically proximate structures, sloped at an angle steeper than 3 ⁄4 horizontal properties, and infrastructure. to 1 vertical. − Documentation should include parameters and − More than 6.1 metres (20 feet) deep. groundwater level used in analysis, and a rationale for their selection. − Adjacent to structures that apply loads to the soil in the excavated area.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 14 − In soil subject to vibration (including from • When addressing item 8.4 (Structural construction traffic) or hydrostatic pressure considerations of soil, including slope stability likely to result in ground movement hazardous and seismic loading) of Schedule B, consider the to workers. associated geologic history and geologic model of − Along natural or human-made side slopes that the subject stratigraphy. The Registered are steeper than 3 horizontal to 1 vertical. Professional (RP) undertaking responsibility for this item should engage the services of an − Shored in a different fashion from those shown in the tables of the Occupational Health appropriate Supporting Registered Professional and Safety Regulation. (SRP) if these activities are outside of the GER’s expertise. This design should specifically address: − For example, a site-specific seismic ground − the indication of the intended design life for response assessment of Site Class F sites the temporary works; would require an SRP to also carry out an − the topography, geology, and existing independent concept review of geotechnical structures and/or improvements of the area foundation recommendations. Services related encompassing the subject site; and to slope stability assessments should be conducted in accordance with the Guidelines − anticipated soil and groundwater conditions, including natural geology and groundwater, for Legislated Landslide Assessments for that may have been or could be affected by Proposed Residential Developments in BC previous or existing utility and basement (Engineers and Geoscientists BC 2010a). excavations, buildings, retaining walls, and 3.3.2 DESIGN DEVELOPMENT STAGE stormwater infiltration facilities, especially those that are sensitive to movement. During the design development stage of the project, the GER may provide the following services: If shoring or underpinning is to be constructed, a sequence to allow safe installation should be • Provide consulting services during development of provided. The design drawings should limit design drawings and specifications, to assist other construction loading (magnitude and/or offset). members of the design team in the proper Routine monitoring of excavations, as required interpretation of the geotechnical by the Occupational Health and Safety Regulation, recommendations.

should be carried out. • Collaborate with the design team, including the If a GER is terminated from a project prior to environmental engineer, regarding management of conclusion of the temporary works, the GER groundwater removal from site (such as strategies should inform the Authority Having Jurisdiction of to limit flows and volumes), so potential off-site the GER’s disengagement from the project, so that impacts are fully investigated and addressed in the the Authority Having Jurisdiction is aware that design. there is a change in monitoring of the temporary • Review the project contract documents before works. tendering to ensure compatibility with the intent of the geotechnical design recommendations.

• Recommend special services appropriate for the project.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 15 3.3.3 BUILDING PERMITTING STAGE 3.3.4 CONSTRUCTION STAGE

If a building permit is required, Letters of Assurance During the construction stage, the GER does not such as Schedule A, Confirmation of Commitment By typically have control over the following project Owner and Coordinating Registered Professional, and activities and accordingly would not be responsible for Schedule B, Assurance of Professional Design and any of their components (unless indicated otherwise Commitment for Field Review, of the BCBC or VBBL below): must be delivered to the Authority Having Jurisdiction. • Construction means, methods, techniques, or Division C, Sentence 2.2.7.3.(3) of the BCBC or VBBL procedures. requires that an Engineering Professional “place his or • Safety precautions and programs in connection her professional seal or stamp on the plans submitted with the construction work. by him or her in support of the application for a • Acts or omissions of the contractor, the building permit, after ascertaining that they subcontractors, any of the contractor’s or substantially comply with the British Columbia Building subcontractors’ agents or employees, or any other Code and other applicable enactments respecting persons performing any of the construction work. safety.” Engineering Professionals can, at their • Failure of the prime contractor or subcontractors discretion, mark drawings submitted for permitting as to carry out the construction work in accordance “Not for Construction” or add a similar note. with the contract documents. For permitting purposes, in order to meet the intent of The GER may provide the following services during the the relevant provisions in the BCBC and VBBL, the construction stage of the project: geotechnical report and associated drawings are required to, at minimum: • When appropriate, provide recommendations on relative risks associated with various construction • be complete for their intended purpose; means, methods, techniques, or procedures. • substantially comply with the Building Code and • Conduct Field Reviews, including construction other applicable enactments respecting safety; observation and testing that the GER deems • take into account construction safety to the extent necessary to form a professional opinion about the that the geotechnical report or associated geotechnical aspects of the work undertaken by drawings relate to temporary geotechnical the contractor, and to appropriately complete the components; Letters of Assurance for the Authority Having • contain sufficient detail to enable the design to be Jurisdiction. checked by another Engineering Professional for − In cases where Field Review is required on a conformance to the Building Code; "continuous" basis as per Division B, • be appropriately checked, with records of the Subsection 4.2.2.3(2) of the BCBC or VBBL, the checks performed retained for a minimum of 10 GER must ensure that methods and techniques years; and are defined and documented that meet the • be sealed, signed, and dated. intent of continuous Field Review. This should include the identification of qualified person(s) who provide the necessary observations, the required records of such observations, and the nature of supervision provided by the GER.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 16 • During Field Reviews, confirm that work quality is − During this review, the GER is not expected to sufficient to support the design intent, promote determine the adequacy of elements or safety, and limit movement, especially if any of confirm the correctness of dimensions or these could affect off-site and/or vulnerable quantities; the Specialty Geotechnical buildings. Engineer is responsible for the accuracy of

• Provide observations, testing, advice, and these items. recommendations to facilitate the successful • Issue timely reports to inform the appropriate completion of the geotechnical related aspects of parties of geotechnical-related construction the building. observations, defective work, and/or unanticipated − The GER may rely on the Owner, the CRP, or conditions requiring interpretation and direction. the contractor to inform the GER of It should be noted that engaging a GER to conduct construction progress and advise the GER Field Reviews does not relieve the prime contractor when excavation shoring, foundation, and of responsibility for construction of the project, earthwork elements of the project are ready controlling progress, correcting any deviations from for Field Review. project requirements, or, if materially different site − During construction, the CRP or other conditions are encountered, implementing design appropriate person should notify the GER in a changes recommended by the GER to ensure safe timely fashion when Field Reviews (and working conditions. evaluation) can be conducted to confirm site conditions are as anticipated or, if site Furthermore, Field Reviews by the GER do not conditions are materially different, to modify constitute approval of the contractor's safety measures design recommendations. in or near the work site or methods of construction.

• Assess the stability of temporary excavation However, if the GER has concerns about the safety, during Field Review, as required by the health, and welfare of the public that cannot be Occupational Health and Safety Regulation. This addressed satisfactorily amongst the project team assessment should consider and possibly limit (including the Owner, CRP, and contractor) and equipment loading and other types of surcharges adjacent landowners, the GER should notify the that could be imposed during construction. (See Authority Having Jurisdiction and/or WorkSafeBC in Appendix A: WorkSafeBC Occupational Health and a timely manner and in accordance with the GER’s Safety Requirements Related to Geotechnical professional responsibility under the Association’s Engineering.) Code of Ethics.

• Review the Specialty Geotechnical Engineer's drawings for general conformance with the 3.4 ADDITIONAL GEOTECHNICAL contract documents and intent of the geotechnical recommendations. ENGINEERING SERVICES − Specialty Geotechnical Engineer drawings, if any, are prepared for construction of special Services beyond those outlined in Section 3.3 Basic elements of subsurface work of a project. Geotechnical Engineering Services are frequently These drawings should comply with the required. The GER should consider whether any of the contract documents, recommendations additional geotechnical engineering services outlined contained in the geotechnical reports, and below should be provided, according to the needs of sound engineering and construction practices. the specific project.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 17 These services are generally not considered basic Special services may include the following:

geotechnical engineering services but may be identified • Site selection services, including air photo at the start of the project. When required, additional interpretation, geophysical investigations, services should be included in the scope of services hydrogeological groundwater studies and site mutually agreed upon by the Client and the GER in the planning, and erosion and sediment control plans. Agreement for Geotechnical Services. • Environmental site assessments, including Additionally, the GER must recognize his or her − environmental testing to evaluate the possible professional limitations and engage the services of presence of hazardous or toxic materials in other professionals where necessary. One example is soils or groundwater; and flood assessment work to determine whether a − design of mitigation measures. proposed development would be “safe for the use • Performance of special laboratory or in-situ tests intended,” which is addressed in Professional Practice to assist in characterization of subsurface soil and Guidelines – Legislated Flood Assessments in a rock parameters; for example, triaxial, unconfined, Changing Climate in BC (Engineers and Geoscientists compressive test, or direct shear. BC 2018). Although some legislation refers to the need • Installation and monitoring of inclinometers. for a report by a “geotechnical engineer,” in practice • Testing for freeze thaw, wetting, drying of soil this work is typically conducted by a specialist water and/or rock materials, and soil resistivity. resources engineer. Another example is development • Corrosion studies, including corrosion potential of a stormwater management plan for a proposed testing. development. While such work may involve geotechnical work related to water infiltration to the ground, this work • Design and Field Reviews during installation of should be led by a specialist engineer. ground improvements, soil gas management systems, foundations, and earthworks. In both of these examples, a multi-disciplinary • Review of encroachment agreements and related approach is often appropriate, under the leadership services when adjoining structures or properties of the pertinent specialist engineer. The GER should be are or potentially could be impacted or encroached knowledgeable of and in compliance with any upon by geotechnical activities. applicable provisions of the Water Sustainability Act • Preconstruction investigations and surveys of and Groundwater Protection Regulation in carrying out existing structures, including buildings, roadways, professional activities. Where appropriate, for any and utilities. special or extraordinary additional services that are required for a project, the GER should engage and • Vibration monitoring. consult an environmental engineer to fulfill the • Project management consulting services, such as applicable regulatory requirements. − attending construction progress meetings; − providing the Owner with commentary on the 3.4.1 SPECIAL SERVICES advantages and disadvantages of various Wherever possible, the GER should determine if the design alternatives and/or construction means project would benefit from or require additional and methods; special services at the time the scope is negotiated − providing contract administration services, with the Owner. However, special services are often including preparation of contracts, tender either not normally included as basic services or, designs, and supporting documents; because of project-specific circumstances, their need − performing indicative construction cost could not have been foreseen when the scope of work estimation for geotechnical construction work; was first developed. or

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 18 − reviewing estimates of quantities and additional geotechnical engineering services that construction costs related to other disciplines. are not ordinarily within the scope of basic or special

• Stormwater management studies, for which the services. GER should engage the services of appropriate Extraordinary additional services may be required to SRP(s) if these activities are, fully or in part, address: outside of the GER’s expertise; this may include hydrogeologists, hydraulic (i.e., river) engineers, • changes in the scope, design, location, or civil engineers, mechanical engineers, and/or magnitude of the project as described and agreed environmental engineers. to under the Agreement for Geotechnical Services, including those that may arise from unforeseen • Groundwater management, including soil, groundwater, weather, or utility or hydrogeological studies, for which the GER infrastructure conditions; should engage, or recommend the engagement of, • cost over-runs that are outside of the control of the the appropriate SRP(s) if these activities are, fully GER; or in part, outside of the GER’s expertise; this may • changes in codes, laws, or regulations; include hydrogeologists, civil engineers, and/or • change orders that are beyond or inconsistent with environmental engineers. original instructions given by the Client or Owner; • On-site sewage disposal system studies and • errors, omissions, or poor quality work by the design. contractor, subcontractors, or other professionals • Quality control testing of engineered fill and on the project; backfill, including grading design and drawings. • extension of the schedule of design and/or • Blasting review, control, and/or monitoring. construction; • Permanent dewatering or hydrogeological studies • requirements for attending regulatory meetings, and design, including assessment of expected public hearings, or legal proceedings concerning flows, filtration or control requirements, impact the project; on neighbouring properties, and/or impact on • requirements for acting as an expert witness or ambient groundwater regime. fact witness in project-related disputes;

• Identification of archeologically and • issues resulting from man-made disasters or environmentally sensitive areas in accordance natural disasters affecting the project; with appropriate municipal, provincial, and federal • requests to review and/or design substitute or regulations. The GER should engage other alternate systems; engineering disciplines as required to support • requests for overtime work by the Client, Owner, alternative or substitute designs. or CRP. • Feasibility assessment of geothermal infrastructure.

3.4.2 EXTRAORDINARY ADDITIONAL SERVICES

Extraordinary additional services are provided when extra work is required of the GER due to changes or unforeseen events that could not have been anticipated when the scope of the services was first developed. The extraordinary additional services involve the GER spending extra time and resources in providing

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 19 4.0 QUALITY MANAGEMENT IN PROFESSIONAL PRACTICE

4.1 QUALITY MANAGEMENT 4.1.1 PROFESSIONAL PRACTICE GUIDELINES REQUIREMENTS In accordance with the Act, s.4(1) and Bylaw 11(e)(4)(h), Engineering Professionals are required Engineering Professionals must adhere to the applicable to comply with the intent of any applicable professional quality management requirements during all phases of practice guidelines related to the engineering work the work, in accordance with the Association’s Bylaws. they undertake. One of the three objectives of the It is also important to be aware of whether additional Association, as stated in the Act is “to establish, quality management requirements exist from Authorities maintain, and enforce standards for the qualifications Having Jurisdiction or through service contracts. and practice of its members and licensees”. Practice guidelines are one means by which the Association To meet the intent of the quality management fulfills this obligation. requirements, Engineering Professionals must establish and maintain documented quality management These professional practice guidelines establish the processes for the following activities: standard of practice for geotechnical engineering services related to building projects. Engineering • The application of relevant professional practice Professionals who carry out these activities are guidelines required to meet the intent of these guidelines. • Authentication of professional documents by the application of the professional seal 4.1.2 USE OF SEAL • Direct Supervision of delegated professional In accordance with the Act, s.20(9), Engineering engineering activities Professionals are required to seal all professional • Retention of complete project documentation engineering documents they prepare or deliver in their • Regular, documented checks using a written professional capacity to others who will rely on the quality control process information contained in the documents. This applies • Documented Field Reviews of engineering to documents that Engineering Professionals have designs/recommendations during implementation personally prepared and those that others have or construction prepared under their Direct Supervision. • Where applicable, documented independent Failure to seal these engineering or geoscience review of structural designs prior to construction documents is a breach of the Act.

For more information, refer to Quality Management Guidelines − Use of Seal (Engineers and Geoscientists BC 2017).

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 20 4.1.3 DIRECT SUPERVISION 4.1.4 RETENTION OF PROJECT DOCUMENTATION

In accordance with the Act, s.1(1) and 20(9), In accordance with Bylaw 14(b)(1), Engineering Engineering Professionals are required to directly Professionals are required to establish and maintain supervise any engineering work they delegate. When documented quality management processes that working under the Direct Supervision of an include retaining complete project documentation for Engineering Professional, unlicensed persons or a minimum of ten (10) years after the completion of non-members may assist in performing engineering a project or ten (10) years after engineering work, but they may not assume responsibility for it. documentation is no longer in use. Engineering Professionals who are limited licensees These obligations apply to Engineering Professionals may only directly supervise work within the scope of in all sectors. Project documentation in this context their license. includes documentation related to any ongoing With regard to Direct Supervision, the Engineering engineering work, which may not have a discrete Professional having overall responsibility should start and end, and may occur in any sector. consider: Many Engineering Professionals are employed by • the complexity of the project and the nature of organizations, which ultimately own the project the risks; documentation. Engineering Professionals are

• which aspects of the work should be delegated; considered compliant with this quality management requirement when a complete set of project • the training and experience of individuals to whom work is delegated; and documentation is retained by the organizations that employ them using means and methods that are • the amount of instruction, supervision, and consistent with the Association’s Bylaws and review required. guidelines. Careful consideration must be given to delegating For more information, refer to Quality Management Field Reviews. Due to the complex nature of Field Guidelines − Retention of Project Documentation Reviews, Engineering Professionals with overall (Engineers and Geoscientists BC 2018c). responsibility should exercise judgment when relying on delegated field observations, and should conduct 4.1.5 DOCUMENTED CHECKS OF ENGINEERING a sufficient level of review to have confidence in the AND GEOSCIENCE WORK quality and accuracy of the field observations. (See Section 4.1.6 Documented Field Reviews During In accordance with Bylaw 14(b)(2), Engineering Implementation or Construction.) Professionals are required to perform a documented quality checking process of engineering work, For more information, refer to Quality Management appropriate to the risk associated with that work. Guidelines − Direct Supervision (Engineers and Geoscientists BC 2018b). Regardless of sector, Engineering Professionals must meet this quality management requirement.

In this context, ‘checking’ means all professional deliverables must undergo a documented quality checking process before being finalized and delivered. This process would normally involve an internal check by another Engineering Professional within the same organization. Where an appropriate internal checker is not available, an external checker (i.e., one outside the

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 21 organization) must be engaged. Where an internal or For more information, refer to Quality Management external check has been carried out, this must be Guidelines – Documented Field Reviews during documented. Implementation or Construction (Engineers and Geoscientists BC 2018e). Engineering Professionals are responsible for ensuring that the checks being performed are 4.1.7 DOCUMENTED INDEPENDENT REVIEW appropriate to the level of risk. Considerations for the level of checking should include the type of document Bylaw 14(b)(4) refers to an independent review in and the complexity of the subject matter and the context of structural engineering. An independent underlying conditions; quality and reliability of review is a documented evaluation of the structural background information, field data, and elements at design concept, details, and documentation based on risk; and the Engineering Professional’s training and a qualitative examination of the substantially complete experience. structural design documents, which occurs before those documents are issued for construction. It is carried out For more information, refer to Quality Management by an experienced Engineering Professional qualified Guidelines – Documented Checks of Engineering and to practice structural engineering, who has not been Geoscience Work (Engineers and Geoscientists BC involved in preparing the design. 2018d). Geotechnical engineering projects can pose great risk 4.1.6 DOCUMENTED FIELD REVIEWS DURING to public safety and the environment. Therefore, the IMPLEMENTATION OR CONSTRUCTION GER must consider the risk related to the project and determine whether an independent review of the GER’s In accordance with Bylaw 14(b)(3), Field Reviews are design by a qualified professional is warranted. To reviews conducted at the site of the construction or maintain independence, the independent reviewer implementation of the engineering work. They are must not have been involved in preparing the design. carried out by an Engineering Professional or a The independent reviewer may, however, be a member subordinate acting under the Engineering of the same organization. Professional’s Direct Supervision (see Section 4.1.3 Direct Supervision). As per the Professional Practice Guidelines – Retaining Wall Design (Engineers and Geoscientists BC 2020), an Field Reviews enable the Engineering Professional to independent review is required for retaining walls over ascertain whether the construction or implementation 3.0 metres high. of the work substantially complies in all material respects with the engineering concepts or intent For more information, refer to Quality Management reflected in the engineering documents prepared for Guidelines – Documented Independent Review of the work. Structural Designs (Engineers and Geoscientists BC 2018f). In addition, during geotechnical Field Reviews, Engineering Professionals must take the appropriate steps to confirm that actual site conditions are

consistent with those assumed during design. Where implementation of the work is sensitive to the quality of the work, the Engineering Professional should determine that the design intent is achieved.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 22 5.0 PROFESSIONAL REGISTRATION & EDUCATION, TRAINING, AND EXPERIENCE

5.1 PROFESSIONAL REGISTRATION The level of education, training, and experience required of the Engineering Professional should be adequate for the complexity of the project. Typical It is the responsibility of Engineering Professionals qualifications for the lead Engineering Professional or to determine whether they are qualified by training a team of professionals on a geotechnical engineering and/or experience to undertake and accept project may include education, experience, and responsibility for carrying out geotechnical understanding in the following areas: engineering services for building projects (Code of • Surficial and subsurface geology Ethics Principle 2). • Groundwater conditions

• Requirements within the BC Building Code as per 5.2 EDUCATION, TRAINING, AND the Guide to the Letters of Assurance in the BC EXPERIENCE Building Code (particularly the section titled “Application of Letters of Assurance to Geotechnical Components”) (Province of BC 2010) Geotechnical engineering for building projects, as described in these guidelines, requires minimum The academic training for the above skill sets can be levels of education, training, and experience in many acquired by taking formal university or college courses overlapping areas of engineering. Engineering or through continuing professional development. There Professionals taking responsibility must adhere to the may be some overlap in courses and specific courses Association’s Code of Ethics (to undertake and accept may not correlate to specific skill sets. An Engineering responsibility for professional assignments only when Professional should also remain current with evolving qualified by training or experience) and, therefore, topics, through continuing professional development. must evaluate their qualifications and must possess Continuing professional development can include the appropriate education, training, and experience to taking formal courses; attending conferences, provide the services. workshops, seminars, and technical talks; reading technical publications; doing web research; and The Association recommends using a Qualifications- participating in field trips. Based Selection (QBS) process to select the most competent and qualified consultant for a specific project. Information on the QBS selection process can be found on the dedicated website developed by the Association of Consulting Engineering Companies British Columbia (ACEC-BC 2015).

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 23 6.0 REFERENCES AND RELATED DOCUMENTS

Documents cited in the main guidelines and the corresponding appendices appear in Section 6.1: References.

Related documents that may be of interest to users of this guideline but are not formally cited elsewhere in this document appear in Section 6.2: Related Documents and Resources.

6.1 REFERENCES

Engineers and Geoscientists Act [RSBC 1996], Chapter 116.

Heritage Conservation Act [RSBC 1996], Chapter 187.

Water Sustainability Act [SBC 2014], Chapter 15.

Water Sustainability Act, Groundwater Protection Regulation, B.C. Reg. 39/2016.

Workers Compensation Act [RSBC 1996], Chapter 492.

Architectural Institute of British Columbia (AIBC) and Engineers and Geoscientists BC. 2020. Joint Professional Practice Guidelines – Professional Design and Field Review By Supporting Registered Professionals. [accessed: 2020 Apr 27].Error! Hyperlink reference not valid. https://www.egbc.ca/Practice-Resources/Professional- Practice-Guidelines.

Association of Consulting Engineering Companies British Columbia (ACEC-BC). 2015. Qualifications Based Selection (QBS). [website]. [accessed: 2019 Mar 28] http://yes2qbs.com/.

ASTM. 2017a. ASTM D2487-17e1, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, PA: ASTM International. [accessed: 2020 Mar 31]. www.astm.org.

ASTM. 2017b. ASTM D2488-17e1 Standard Practice for Description and Identification of Soils (Visual-Manual Procedures). West Conshohocken, PA: ASTM International. [accessed: 2020 Mar 31]. www.astm.org.

British Columbia (BC) Office of Housing and Construction Standards. 2018a. BC Building Code. [accessed: 2019 Jul 22]. http://www.bccodes.ca.

British Columbia Building Code (BCBC). 2018b. Letters of Assurance. [accessed: 2019 Jul 23]. http://www.bccodes.ca/letters-of-assurance.html.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 24 Canadian Geotechnical Society. 2006. Canadian Foundation Engineering Manual (CFEM). 4th ed. Vancouver, BC: Canadian Geotechnical Society and BiTech Publishers Ltd. [accessed: 2019 Jul 22]. https://www.cgs.ca/engineering_manual_overview.php.

City of Vancouver. 2014. City of Vancouver Building By-law 2014. Vancouver, BC: City of Vancouver. [accessed: 2019 Jul 22]. http://www.bccodes.ca/vancouver-bylaws.html.

Engineers and Geoscientists BC. 2020. Professional Practice Guidelines – Retaining Wall Design. Version 1.1. Burnaby, BC: Engineers and Geoscientists BC. [accessed: 2020 Apr 08]. https://www.egbc.ca/Practice- Resources/Professional-Practice-Guidelines.

Engineers and Geoscientists BC. 2018a. Legislated Flood Assessments In A Changing Climate in British Columbia. Version 2.1. Burnaby, BC: Engineers and Geoscientists BC. [accessed: 2019 Jul 23]. https://www.egbc.ca/Practice-Resources/Professional-Practice-Guidelines.

Engineers and Geoscientists BC. 2018b. Quality Management Guidelines: Direct Supervision. Version 1.3. Burnaby, BC: Engineers and Geoscientists BC. [accessed: 2019 Jul 23]. https://www.egbc.ca/Practice- Resources/Quality-Management-Guidelines.

Engineers and Geoscientists BC. 2018c. Quality Management Guidelines: Retention of Project Documentation. Version 1.3. Burnaby, BC: Engineers and Geoscientists BC. [accessed: 2019 Jul 23]. https://www.egbc.ca/Practice-Resources/Quality-Management-Guidelines.

Engineers and Geoscientists BC. 2018d. Quality Management Guidelines: Documented Checks of Engineering and Geoscience Work. Version 1.3. Burnaby, BC: Engineers and Geoscientists BC. [accessed: 2019 Jul 23]. https://www.egbc.ca/Practice-Resources/Quality-Management-Guidelines.

Engineers and Geoscientists BC. 2018e. Quality Management Guidelines: Documented Field Reviews During Implementation or Construction. Version 1.3. Burnaby, BC: Engineers and Geoscientists BC. [accessed: 2019 Jul 23]. https://www.egbc.ca/Practice-Resources/Quality-Management-Guidelines.

Engineers and Geoscientists BC. 2018f. Quality Management Guidelines: Documented Independent Review of Structural Designs. Version 1.4. Burnaby, BC: Engineers and Geoscientists BC. [accessed: 2019 Jul 23]. https://www.egbc.ca/Practice-Resources/Quality-Management-Guidelines.

Engineers and Geoscientists BC. 2017. Quality Management Guidelines: Use of Seal. Version 2.0. Burnaby, BC: Engineers and Geoscientists BC. [accessed: 2019 Jul 23]. https://www.egbc.ca/Practice-Resources/Quality- Management-Guidelines.

Engineers and Geoscientists BC. 2010a. Guidelines for Legislated Landslide Assessments for Proposed Residential Developments in BC. Burnaby, BC: Engineers and Geoscientists BC . [accessed: 2019 Jul 19]. https://www.egbc.ca/Practice-Resources/Professional-Practice-Guidelines.

Engineers and Geoscientists BC. 2010b. Bulletin K: BCBC – Letters of Assurance in the BC Building Code and Due Diligence. Burnaby, BC: Engineers and Geoscientists BC. [accessed: 2019 Jul 19]. https://www.egbc.ca/Practice- Resources/Professional-Practice-Guidelines.

Engineers and Geoscientists BC. 1993. Guidelines for Mechanical Engineering Services for Building Projects. Burnaby, BC: Engineers and Geoscientists BC. [accessed: 2019 Jul 23]. https://www.egbc.ca/Practice- Resources/Quality-Management-Guidelines.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 25 National Research Council Canada (NRC). 2015. National Building Code of Canada. Ottawa, ON: National Research Council Canada.

Province of BC. 2010. Guide to the Letters of Assurance in the BC Building Code 2006. Edition 5a (December 2010). Victoria, BC: Building & Safety Standards Branch, Ministry of Public Safety & Solicitor General. [accessed: 2020 Mar 31]. http://www.bccodes.ca/2006GuideLoA.pdf.

6.2 RELATED DOCUMENTS AND RESOURCES

Anderson DL, Byrne PM, DeVall RH, Naesgaard E, Wijewickreme D, Adebar P, Atukorala U, Finn L, Gohl B, Henderson P, Howie J, Kristiansen H, Mutrie J, Puebla H, Robinson K, Smith D, Sy A, Uthayakumar UM, Wallis D, Wightman A, Yan L. 2007. Geotechnical Design Guidelines for Buildings On Liquefiable Sites In Accordance With NBC 2005 for Greater Vancouver Region 25. pp. 53-54.

Association of Consulting Engineering Companies BC (ACEC-BC). 2018. Contract Language. [website]. [accessed: 2019 Mar 31]. https://www.acec-bc.ca/resources/contract-language/.

ACEC-BC. 2009. Budget Guidelines for Engineering Services: Document 1 – Infrastructure and Transportation (Version 1). Burnaby, BC: ACEC-BC and Engineers and Geoscientists BC. [accessed: 2019 Jul 22]. https://www.egbc.ca/Practice-Resources/Professional-Practice-Guidelines.

City of Richmond. 1991. Earthquake Design in the Fraser Delta Task Force Report. Richmond, BC: City of Richmond. [accessed: 2019 Jul 23]. https://static1.squarespace.com/static/523c951be4b0728273e73d94/t/53234542e4b0556272c3328b/1394820 418860/1991+Task+Force+Report.PDF

Geoprofessional Business Association (GBA). 2018. National Practice Guideline Geotechnical Engineer of Record Updated. [news release dated 19 Feb 2018]. [accessed: 2019 Jul 22]. https://www.geoprofessional.org/news/national-practice-guideline-geotechnical-engineer-record-updated/.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 26 7.0 APPENDICES

Appendix A: WorkSafeBC Occupational Health and Safety Requirements Related to Geotechnical Engineering .... 29

Appendix B: Letters of Assurance for Geotechnical Engineering ...... 31

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 27

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 28 APPENDIX A: WORKSAFEBC OCCUPATIONAL HEALTH AND SAFETY REQUIREMENTS RELATED TO GEOTECHNICAL ENGINEERING

The following aligns with the requirements of the shoring system. Engineering Professionals should WorkSafeBC. The Geotechnical Engineer of Record also sign off on item 7.3, Underpinning, if adjacent (GER) submitting a Schedule B, Assurance of structures apply loads to shoring. Professional Design and Commitment for Field Review, The Engineering Professional must assume full taking professional responsibility for Geotechnical – responsibility for assessing the stability of the soil (i.e., Temporary, item 7.1, Excavation, should include excavation, shoring, and underpinning) for the duration supporting documentation with detailed design and of work being carried out inside, or in the vicinity of, specifications for excavations with one or more of the the excavation. The Engineering Professional must following attributes: propose design specifications which, based on • Over 1.2 metres (4 feet) deep with sides sloped at professional judgment, provide reasonable assurance an angle steeper than 3 ⁄4 horizontal to 1 vertical that the excavation will remain stable.

• More than 6.1 m (20 ft) deep The documents, signed and sealed by an Engineering • Adjacent to structures that apply loads to the soil Professional, must contain the following information: in the excavated area • Drawings (preferably to scale) of the site, with no • In soil subject to vibration (including from need for verbal clarification. construction traffic) or hydrostatic pressure likely • Drawings (preferably to scale) of the excavation to result in ground movement hazardous to slope, depth, shoring, soil restraint anchors and workers braces, surface protection, and drainage, if • Along natural or human-made side slopes that are applicable, along with a geotechnical description steeper than 3 horizontal to 1 vertical of the soil conditions. • Shored in a different fashion from those shown in • A description of any limitations regarding the the tables of the Occupational Health and Safety presence of heavy machinery or other surcharge Regulation loads that will be permitted close to the top of the For temporary excavation conditions, to avoid having excavation, and the potential influence of changing an existing structure apply a load to the soil in an weather conditions.

adjacent area, the structure should generally be behind • In Field Review reports issued during construction, a line rising 1 vertical to 1 horizontal from the toe of the reference to the aforementioned drawings and a proximate excavation. The actual gradient of this line statement of professional opinion indicating the would be a function of subsurface conditions. excavation is safe for work to be carried out inside These excavations will likely also require shoring; or around the excavation. therefore, an Engineering Professional should also take • The date and time period to which the certification responsibility for temporary shoring (item 7.2, Shoring) applies. and provide detailed design drawings, specifications, and construction sequences to allow safe installation of

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 29 • The name of a designated person on the site who is • Specifications that include: authorized to determine changes in soil conditions, − reference documents (including the results where applicable, along with a description of of a BC One Call); change thresholds that should trigger: − testing results or proximate experience − review by the Geotechnical Engineer of Record yielding information on subsurface soil (GER), and; conditions; − evacuation of the excavation. − modelling software and soil strength The following additional documents may be provided to parameters yielding design results associated supplement those listed above: with design slope cuts steeper than 4 vertical to 3 horizontal; • Site plan, to scale, including: − specifications for drainage, filter, fill, and − property lines; protection materials; − proposed subsurface development, accounting − specifications for shoring materials; for footing depths, elevator pits, and pull pits − procedure for staged or sequenced sumps; and installation; − existing structures within the 1 vertical to − description of proposed encroaching 1 horizontal line rising from the toe of the elements; and excavation, including related buried utilities − requirements for decommissioning. and excavations and trenches.

• Sections, to scale, including the documents above, as well as assumed subsurface soil conditions and shoring elements; variations in subsurface soil should be indicated that account for weathering and previous proximate excavation and backfilling work.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 30 APPENDIX B: LETTERS OF ASSURANCE FOR GEOTECHNICAL ENGINEERING

B1 BACKGROUND AND OVERVIEW Where the requirements of the BCBC or VBBL are at variance with standard practice, there are provisions for “generally accepted design” or “established local The Letters of Assurance were introduced in 1990 in practice” to satisfy the requirements. the Vancouver Building Bylaw (VBBL) and in 1992 in the British Columbia Building Code (BCBC), and they B1.1 SCHEDULE B continue to be referenced in the current editions of the VBBL and the BCBC. Letters of Assurance were Schedule B, Assurance of Professional Design and developed after discussions among the City of Commitment for Field Review, identifies the various Vancouver, the British Columbia (BC) Building Policy RPRs who take responsibility for their designs, and Branch, the Architectural Institute of BC, and Engineers confirms that their designs substantially comply with and Geoscientists BC, and in close consultation with the BCBC or VBBL respecting safety, except for the Building Officials Association of BC. construction safety aspects. Schedule B also provides a commitment that the RPRs will be responsible for the The intent of the Letters of Assurance is to assure the Field Reviews relevant to those items for which they Authority Having Jurisdiction that for a particular take professional responsibility as is suitable for the building project: project. • the activities of the various Registered Professionals of Record (RPRs) are coordinated; B1.2 SCHEDULE C-B • the design documents submitted in support of Schedule C-B, Assurance of Professional Field Review the application for a building permit substantially and Compliance, confirms that the necessary Field comply with the BCBC or VBBL; Reviews have been completed by the RPR and the • building designs substantially comply with the finished project substantially conforms to the design requirements of the BCBC or VBBL; and and the BCBC or VBBL. • the RPR will undertake, and has undertaken, the necessary Field Reviews to determine that B1.3 SCHEDULES S-B AND S-C building construction substantially complies with the BCBC or VBBL. An RPR acting as the Geotechnical Engineer of Record (GER) should only undertake design and Field Review Where unanticipated conditions are observed, the for items identified on the Letter of Assurance for their Engineering Professional should provide discipline, based on their competency. recommendations and additional Field Reviews to achieve the design objectives. An Engineering As such, an RPR or an Owner may require Professional is responsible for ensuring deficiencies supplementary supporting engineering services for a identified in the Field Reviews for which he or she particular component or subcomponent. When takes responsibility on a Schedule B are adequately supporting engineering services are required, it is addressed, prior to issuing a Schedule C. recommended that the relevant RPR obtains the appropriate assurances from the Supporting Registered Professional (SRP), specifically Schedule S-B,

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 31 Assurance of Professional Design and Commitment for B1.4 CODES, BYLAWS, AND GUIDANCE Field Review By Supporting Registered Professional. DOCUMENTS The RPR or Owner, or a contractor, sub-trade, or More information on the Letters of Assurance in the supplier, may engage the SRP to provide supporting BCBC and VBBL is available from the following sources design service and corresponding Field Review service (see also Section 6.0 References and Related (e.g., Schedule S-B or S-C). Documents): After receiving assurance from an SRP via Schedule • BC Building Code, Letters of Assurance (BCBC S-C, Assurance of Professional Field Review and 2018b) Compliance By Supporting Registered Professional, that a particular component or subcomponent • City of Vancouver Building By-law, Letters of substantially complies, in all material respects, with Assurance (City of Vancouver 2014) the applicable requirements of the BCBC or VBBL, the • Guide to the Letters of Assurance in the BC RPR can complete and submit the Letter of Assurance Building Code (Province of BC 2010) for his or her discipline. • Bulletin K: BCBC – Letters of Assurance in the BC Building Code and Due Diligence (Engineers and Refer to Joint Professional Practice Guidelines: Geoscientists BC 2010b) Professional Design and Field Review By Supporting Registered Professionals (AIBC and Engineers and • Joint Professional Practice Guidelines: Professional Geoscientists BC 2020), which includes the model Design and Field Review by a Supporting Schedules S-B and S-C that the AIBC and Engineers Registered Professional (AIBC and Engineers and and Geoscientists BC recommend for use by a Geoscientists BC 2020). Registered Professional (RP) acting as an SRP. The following table summarizes the schedules referred to in this appendix to these guidelines.

Table B - 1: List of Letters of Assurance Related to Geotechnical Engineering Services

SCHEDULE PURPOSE SOURCE

Schedule B Letter of Assurance Form: BCBC or VBBL Assurance of Professional Design and Commitment for Field Review

Schedule C-B Letter of Assurance Form: BCBC or VBBL Assurance of Professional Field Review and Compliance

Schedule S-B Intraprofessional Form: Joint Professional Practice Guidelines: Assurance of Professional Design and Commitment for Field Professional Design and Field Review By Review By Supporting Registered Professional Supporting Registered Professionals a

Schedule S-C Intraprofessional Form: Joint Professional Practice Guidelines : Assurance of Professional Field Review and Compliance By Professional Design and Field Review By Supporting Registered Professional Supporting Registered Professionals a NOTE: a AIBC and Engineers and Geoscientists BC 2020

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 32 B2 LETTERS OF ASSURANCE FOR Due to the variable nature of geotechnical conditions, the conditions noted above for Part 9 buildings may GEOTECHNICAL ENGINEERING not become apparent until after the excavation has PRACTICES commenced. In such a case, the Owner must retain a RPR for the geotechnical discipline to undertake subsurface investigation, provide geotechnical design, B2.1 APPLICATION OF LETTERS OF ASSURANCE and submit a Schedule B to the Authority Having TO GEOTECHNICAL COMPONENTS Jurisdiction upon completion of the design. However, For Part 3 buildings, a subsurface investigation by retention of a GER prior to building permit application an RPR is mandated by the BCBC, Division B, Part 4, would enhance a Part 9 building permit application Sentence 4.2.2.1.(1). The Coordinating Registered and preemptively address risks associated with Professional (CRP) must submit a Schedule B from variable geotechnical conditions, and the GER may the RPR for the geotechnical discipline at the time of cross off the items on Schedule B that do not apply to building permit application to the Authority Having the project. The GER will conduct Field Reviews during Jurisdiction. Due to the variable nature of subsurface construction and submit a Schedule C-B, Assurance of conditions, geotechnical designs based upon the Professional Field Review and Compliance to the subsurface investigation may have to be altered to Owner for submission to the Authority Having suit the site conditions found during Field Reviews. Jurisdiction prior to occupancy. Furthermore, the GER is obligated to notify the Environmental aspects related to investigation, testing, Authority Having Jurisdiction if unsafe or substantially handling, and disposal of contaminated soil and unforeseen conditions are encountered, to determine groundwater are not included and do not form part of if updated submissions are required. the geotechnical items or responsibilities as set out For Part 9 buildings, in accordance with the BCBC, in the Letters of Assurance. Division C, Part 2, Sub-clause 2.2.7.1.(1)(c)(ii), a subsurface investigation by an RPR is only required B2.2 SCHEDULE B: GEOTECHNICAL – when the geotechnical conditions at the building site TEMPORARY fall outside the scope of Part 9 in Division B. This Temporary works are those which are designed for could include any of the following conditions: the purpose and duration of construction of the • Allowable bearing pressure is less than 75 kPa building only, with associated drawings specifying

• Foundations are supported on compacted fill that the intended design life of the temporary works. This exceeds 300 mm in thickness period is normally less than two years and may be as short as several hours. Seismic design of the works is • Foundations are supported on permafrost not normally required, but the design should consider • Foundations may be subject to slope instability weather. If temporary systems are to be in place longer • Underpinning than the period assumed in the design, the design • Deep foundations should be reviewed by the GER and/or others, and • Foundation walls exceed the criteria of Subsection supplementary assessment, design, and/or remedial 9.15.4. in Part 9 of Division B construction work may be required. • Retaining walls, other than foundation walls, are The GER taking responsibility for the Geotechnical – subject to lateral earth pressure Temporary section of Schedule B does not have to be • Retained height exceeds 1.5 metres the same GER taking responsibility for the Geotechnical – Permanent section of Schedule B. In fact, these two areas can be completed by Engineering Professionals

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 33 from separate companies; however, their efforts and 7.3 Underpinning design intents should be coordinated. Underpinning refers to soil reinforcing and The GER has the following responsibilities when retention and structural works, including signing off on the design and Field Reviews of items 7.1 specification of construction sequence, for to 7.4 in the Geotechnical – Temporary section of supporting existing building foundations Schedule B. adjacent to the excavation cuts. This normally includes both geotechnical and structural 7.1 Excavation aspects, including consideration of groundwater Excavation refers to the removal of ground. and estimation and consideration of proximate The scope of this item is normally limited to the structural surcharge loads. responsibility for stability of temporary cut 7.4 Temporary construction dewatering slopes. The scope does not include any aspect of the contractor's responsibilities for construction Temporary construction dewatering refers to methods, techniques, sequences, procedures, the installation of well and/or pumping systems safety precautions, or the operation of and/or temporary cut-off structures to maintain equipment on, to, or from the site (but may stability of the excavation and partially include restrictions for staging of surcharge constructed buildings (i.e., due to buoyancy) loads), nor does this scope include the by control of groundwater levels or flow. This responsibility for the layout of the location of the normally is related to the pumping and drainage excavated cuts. However, as per Section 20 in of groundwater, including consideration of the WorkSafeBC Occupational Health and Safety measures to reduce temporary and long-term Regulation, the GER must consider potential (i.e., if subject structure will not be removed) construction loading in their stability off-site impacts such as settlement or assessments of slope cuts and must limit or subsidence due to raising or lowering the restrict (i.e., recommend safe offsets for) such water table. loading. See Appendix A: WorkSafeBC This does not include: Occupational Health and Safety Requirements Related to Geotechnical Engineering and Section . diversion and pumping as required to 3.3.1 Project Definition and Permitting Stage of maintain the excavation free of surface run- these guidelines for more information. off; . precipitation; 7.2 Shoring . minor bank seepage (e.g., interflow); Shoring refers to soil reinforcing and retention . control or treatment of sediment discharge; and structural works for supporting excavation or cuts, and the structures, elements, and features . measures to prevent deposit of sediment or beyond those areas. This normally includes both soil on or in adjacent properties, streets, or geotechnical and structural aspects, including services. consideration of groundwater; estimation and consideration of proximate surcharge loading; and consideration of the condition of proximate features and their potential vulnerability to movement.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 34 B2.3 SCHEDULE B: GEOTECHNICAL – This does not include: PERMANENT . structural design of the deep foundation Permanent works are those designed for the life of member (e.g., pile, caisson); the building. This design life is normally assumed to . detailed layout of the locations of the deep be between 50 and 75 years but may differ based on foundation members; or project requirements. Temporary construction aspects . supervision and operation of personnel and necessary to build the permanent works are not machinery used for installing the deep included in this section. foundation members.

The GER has the following responsibilities when Consideration of corrosion should be addressed signing off on the design and Field Reviews of items jointly by the Structural Engineer of Record 8.1 to 8.7 in the Geotechnical – Permanent section of (SER) and the GER. Schedule B. Where rock bolts or anchors are used to secure 8.1 Bearing capacity of the soil unfavourable jointing in bedrock supporting a Bearing capacity of the soil refers to the building, these would be considered deep allowable bearing of the ground for the foundations. Subgrade Support of the Building using shallow 8.3 Compaction of engineered fill foundations. Factors that may affect bearing Compaction of engineered fill refers to fills capacity include, but are not limited to: used for the Subgrade Support the Building . subsurface soil or rock and groundwater foundations. It is recommended that compacted conditions; fills supporting building slabs be included. . long-term settlement; Not included are fills supporting landscaping or . seismic ground response; and exterior to building foundation walls. . frost. 8.4 Structural considerations of soil, including This does not include: slope stability and seismic loading . structural design of the foundation member; This item includes assessment of the soil and . layout of the locations of the foundation groundwater conditions that affect the strength members; or properties of the soil surrounding and . supervision and operation of personnel and supporting the building, and whether any of machinery used for installing the foundation those conditions could affect the structural members. design of the building. Considerations must 8.2 Geotechnical aspects of deep foundations include the potential influence of the stability This refers to the geotechnical aspects of deep of adjacent slopes that interact with the building foundations (e.g., piles, caissons) for the foundation, and whether any changes in soil Subgrade Support of the Building. Consideration properties caused by weather, temperature, of factors that may affect the building include: ground movement, or seismic events could alter the interaction between the building and the . subsurface soil or rock and groundwater surrounding and supporting soil. conditions; . long-term settlement; and . the pile response to seismic ground and building movement.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 35 Refer to Professional Practice Guidelines – includes specification of design hydraulic Legislated Landslide Assessments for Proposed conductivities, and seepage estimates. This Residential Development in BC (Engineers and should include setting or affirming an Geoscientists BC 2010a) for further guidance. appropriate maximum design groundwater For instances where the Authority Having elevation, which incorporates a ‘freeboard’ or Jurisdiction requires that the project produce a factor of safety, and potentially relates to a landslide assessment according to the standard specific return period, if available. of practice defined in those guidelines, the This does not include: associated report should be accompanied by the Landslide Assessment Assurance Statement . design of pumping; provided in Appendix D of those guidelines. . normal perimeter foundation and underslab drains or plumbing systems; 8.5 Backfill . interflow; Backfill refers to soil placed against building . precipitation; or walls that affect the walls themselves and/or . design of the moisture or waterproofing their performance. Considerations should membranes for the building walls or slabs. include loading on the building wall, including Where a groundwater cut-off structure will be the effects of compaction, moisture content, and permanently relied upon to maintain lateral density of fills placed adjacent to foundation pressures acting on the building to design levels, walls, and support for adjacent properties. Fill is the design and Field Reviews should also normally not included, as it does not impinge on consider seismic loads, seismic performance, the performance of the building or adjacent and soil and structure interaction. property (e.g., fill under on-site sidewalks and driveways, landscaping fill, or fill for the bedding 8.7 Permanent underpinning of services). However, where on-site sidewalks Permanent underpinning refers to the permanent and other hard-landscaped areas span backfill soil reinforcing, soil retention, and structural areas adjacent to the building that will be works that support existing building foundations traversed by the public, measures should be adjacent to the new building. This normally considered to reduce the risk that hazards may includes gravity loads but the GER should develop on site due to settlement or other coordinate with the SER to confirm whether concerns (e.g., the potential for slips or trips). lateral loads should be resisted. Considerations 8.6 Permanent dewatering should include both geotechnical and structural aspects, including lateral deformation, Permanent dewatering refers to the geotechnical groundwater, freeze-thaw, of proximate seismic aspects of the installation of well, drainage, load estimates, structural surcharge loads, and/or groundwater cut-off systems. This vulnerability of the adjacent building to normally relates to the pumping, drainage, movement, corrosion and/or soil aggressivity, and/or groundwater cut-off structures that are and design life. required to limit hydrostatic pressures acting on the building. Considerations should include This item also includes relevant permanent seismic load and performance, soil and structure shoring, referring to the permanent soil interaction, measures to reduce off-site impacts reinforcing, soil retention, and structural such as settlement or subsidence due to raising works for supporting excavation cuts, and the or lowering the water table. This item also elements and features beyond or facilitating

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 36 steep-to-vertical grade changes that • If an MER is engaged on the project, they are substantially affect the building design or its normally responsible for Item 4.2. safety. Considerations should include both − For sites where below-grade portions of the geotechnical and structural aspects, including building do not extend close to the property lateral deformation, groundwater, freeze-thaw, lines, a civil engineer should be engaged to proximate seismic load estimates, non-building address surficial site drainage. The MER must surcharge loads, the condition of proximate coordinate with the project CER for surficial features and their potential vulnerability to drainage and site services, to determine and movement, corrosion and/or soil aggressivity, confirm scope boundaries related to drainage and design life, notwithstanding that such and site services, which are typically a 1 metre shoring does not apply to permanent support offset from the building perimeter. of adjacent buildings. − The MER must coordinate with the GER to ensure the MER’s design is compatible with B2.4 SCHEDULE B: PLUMBING maximum design groundwater elevation, The following professionals are responsible for signing hydraulic conductivity, estimation of seepage, off on the design and Field Reviews of item 4.2 in the and/or dewatering approaches. With respect Plumbing section of Schedule B. to geotechnical specialty items, coordination with the GER and provision by the GER of • The GER is responsible for aspects of item 4.2 in Schedule S-B, Assurance of Professional coordination with and depending on the Design and Commitment for Field Review engagement of other discipline Registered By Supporting Registered Professional is Professionals of Record as noted below, if neither required. a Mechanical Engineer of Record (MER) nor a Civil • If a CER is engaged on the project, they are Engineer of Record (CER) is engaged on the project normally responsible for the “site service” aspects (see below): of item 4.2, as outlined above and according to − The GER should work with the CRP or Owner the agreed project-specific scopes of work for the to determine if a project scope for site and MER and the CER. foundation drainage is required and, if so, − If the CER’s design relies on geotechnical add it to the GER’s scope of services. The GER specialty items, such as determination of must then determine if the GER is prepared maximum design groundwater elevation, and qualified to undertake this work or if a hydraulic conductivity, and estimation of mechanical engineer, civil engineer, and/or seepage, coordination with the GER and a Specialty Geotechnical Engineer should be provision of a Schedule S-B by the GER is engaged. required. − Projects where the GER may be asked to take responsibility for this item include Part 9 buildings and home improvement projects. − When the GER takes on this work, it must be performed according to the Guidelines for Mechanical Engineering Services for Building Projects (Engineers and Geoscientists BC 1993), including the requirement to coordinate with a civil engineer (if engaged on the project).

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 37 The following responsibilities must be fulfilled by the Outside of the nominal 1 metre offset from the professionals responsible for signing off on the design perimeter of the building, item 4.2 as relates to and Field Reviews of item 4.2 in the Plumbing section site service aspects are normally undertaken by of Schedule B, as described above. a civil engineer. According to the Guide to the Letters of Assurance in the BC Building Code 4.2 Site and foundation drainage systems (Province of BC 2010), this may include, but is Site and foundation drainage systems refers not limited to: to the arrangement of site grading and buried . site grading; (subsoil) pipes, trenches, and other engineered . stormwater piping, including on-site systems that intercept surface and subsurface stormwater system features such as sumps, (both groundwater and interflow) water flow catch basins, inspection chambers, pipes, and direct it away from a building and its detention tanks (including proprietary), below-grade envelope system. In the BCBC swales, drains, dry wells (including rock Letters of Assurance, this item is pertinent to pits, infiltration trenches, fields, galleries, buildings, and ensures the codified requirements or proprietary stormwater management to direct water flow away from buildings are facilities), pumps, alarm floats, back-up met. generators, and triggering elevations; Although engineering input to the design of . drainage for site retaining walls; site-grading and other systems to manage . sanitary piping, including on-site sanitary surface and subsurface water that do not affect systems such as septic fields; buildings may add value to a project, this is a . domestic water piping; separate issue and does not require declaration . fire suppression water piping; and of professional responsibility for item 4.2. . fire hydrants on private property. Within a nominal 1 metre offset from the For sites where infiltration of rainwater will be perimeter of the building, item 4.2 is normally managed as part of a development’s drainage undertaken by mechanical engineers and is systems, the approach must be coordinated related to the design and Field Reviews of with site-specific geotechnical considerations. on-site stormwater and groundwater Site-specific geotechnical considerations should management features. Typical design features be based on knowledge of the governing may include foundation and perimeter drainage groundwater regime (including possible pipes, interior catch basins and sediment sumps, seasonal and tidal effects) and the receiving weep holes, pumps, alarm floats, back-up geology (including hydraulic conductivities and generators, triggering elevations, and stability of sloping sites), the stability of connections to a site drainage system or proximate structures including retaining walls, municipal infrastructure. If appropriate to the climate change impacts, and the maximum site and project, this typical offset distance may design groundwater elevation. Potential be adapted in coordination between the hydraulic connections from subsurface project’s mechanical, civil, and geotechnical infiltration features to the building envelope professionals. should be considered in, and managed by, the design, such as through the use of seepage collars.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 38 Not included in item 4.2 are: B2.5 INVOLVING A SPECIALTY GEOTECHNICAL ENGINEER . dewatering (temporary or permanent); . design of ‘tanking’ or waterproofing; If the GER does not have the appropriate expertise in . selection of or design of building envelope an area related to the geotechnical items in the Letters elements below the maximum design of Assurance, an appropriately qualified professional groundwater elevation; or must be engaged to act as the Specialty Geotechnical . proprietary stormwater management Engineer. facilities. The Specialty Geotechnical Engineer completes Likewise, providing maximum design Schedule S-B, Assurance of Professional Design and groundwater elevations, hydraulic Commitment for Field Review by a Supporting conductivities, and/or seepage analyses to Registered Professional and Schedule S-C, Assurance other members of the project design team of Professional Field Review and Compliance by a who may be designing pumped or other systems Supporting Registered Professional, taking (including groundwater cut-off) to maintain responsibility for the provided special elements of groundwater at design levels and pressures is subsurface work and supporting services, including covered in the scope of Geotechnical – associated Field Reviews. The Specialty Geotechnical Permanent, under item 8.6, Permanent Engineer submits Schedules S-B and S-C to the GER. Dewatering. Where applicable, the Specialty Geotechnical Engineer Evaluation of potential off-site impacts due to should ensure the design of the secondary or specialty rainwater infiltration, drainage discharge, and element is coordinated with the design of the primary temporary/permanent dewatering (including structural system. Note that where an Engineering lowering or raising of proximate groundwater Professional is working as an SRP for multiple elevations), including impacts due to seasonal disciplines, Schedule S-B and S-C should be submitted and climate change effects, is out of scope for to each discipline RPR as necessary. this line item but is encompassed by item 8.6. Such an assessment for the project may be compelled by the Authority Having Jurisdiction, per their responsibilities as noted in Section 2.2.7 Authority Having Jurisdiction.

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___ VERSION. 2.0 39 NOTES:

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___

NOTES:

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___

NOTES:

PROFESSIONAL PRACTICE GUIDELINES GEOTECHNICAL ENGINEERING SERVICES FOR BUILDING PROJECTS ___

Ad # Geotech-Eng-Serv-Design-Guidelines_V2_Covers 11 Sep 2020 0852 100% APPROVED BY FILE NAME TRIM DA COLOURS BIG AD/CD Geotech-Eng-Serv-Design-Guidelines_V2_Covers.indd lmf C M Y K CLIENT BLEED AD PIC INFO EngGeoBC th WRITER PROD DOCKET LIVE PR FONTS ENG COR hm DESCRIPTION FOLDS TO PAGE SEPS RUN OUTPUT EngGeoBC Practice Guidelines 8-1/2” x 11” d of d PROOFREAD CLIENT PUB NOTES

DDB CANADA 1600 – 777 HORNBY STREET, VANCOUVER, BC, CANADA V6Z 2T3 T 604 687 7911 F 604 640 4344

Ad # Geotech-Eng-Serv-Design-Guidelines_V2_Covers 11 Sep 2020 0852 100% APPROVED BY FILE NAME TRIM DA COLOURS BIG AD/CD Geotech-Eng-Serv-Design-Guidelines_V2_Covers.indd lmf C M Y K CLIENT BLEED AD PIC INFO EngGeoBC th WRITER PROD DOCKET LIVE PR FONTS ENG COR hm DESCRIPTION FOLDS TO PAGE SEPS RUN OUTPUT EngGeoBC Practice Guidelines 8-1/2” x 11” a of d PROOFREAD CLIENT PUB NOTES

DDB CANADA 1600 – 777 HORNBY STREET, VANCOUVER, BC, CANADA V6Z 2T3 T 604 687 7911 F 604 640 4344