16-Civ-B6 Urban and Regional Planning · May 2017
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. 16-Civ-B6 Urban and Regional Planning, National Examinations, May 2017. Three hours, CLOSED BOOK, an approved Casio or Sharp calculator permitted. Ten questions are printed. Part A (Questions 1 and 2) is compulsory and worth 25 marks each, with every section to be attempted; Part B prints Questions 3 through 10, of which the candidate answers FIVE at 10 marks each, for a paper total of 100 marks. Either SI or Imperial units may be used, and Note 6 states that most questions require an essay-format answer in which clarity and organization are themselves marked.
Check — scope and assumptions. Part B prints eight questions and asks for five, so a real candidate leaves three unanswered. All ten questions are answered in full below, because this document is a study resource rather than a submitted paper; Questions 6 and 10 likewise cover every listed option rather than the two the paper asks for. Questions 1 and 2 give a scenario but no dimensions, so where a quantity is used to make an argument concrete it is introduced as a stated assumption (site area, floor space ratio, growth rate, per-capita demand) and flagged in the text. Those assumptions are the candidate’s own under Note 1 of the front page, and any defensible alternative would earn the same marks.
Reference texts for 16-Civ-B6.
Because this is an essay paper, the answers below are written as continuous argued prose rather than in the numbered-step calculation format used for quantitative subjects. Enumerated lists appear only where the question itself asks for a list of a stated length, which on this paper is Question 1(c) (ten items), Question 2(b) (five items) and Question 9 (five fields).
Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.
This is a greyfield redevelopment: a commercially obsolete but fully serviced site inside the built-up area, with a fuel-retail legacy attached to it. Two facts govern the whole answer. First, the municipality already supports the application, so the hearing is not about persuading staff and council — it is an appeal, and the audience is an adjudicator (the Local Government Board or equivalent provincial appeal body) weighing the appellants’ evidence against ours. Second, the objectors are neighbours who will still be neighbours after the decision. The report must therefore be evidentiary rather than promotional, and it must address the objections on their merits rather than dismiss them.
Part (a) — What to look for on the site visit. A site visit is a structured act of observation, not a walk-around, and on a former gasoline station it begins before the site itself. I would walk the block first, at more than one time of day, to see how the site presently behaves: where people cut through it, where the school lets out and along which sidewalks, where the seniors’ complex residents actually walk to reach a bus stop or a store, and how much of the parking field is being used informally. On the site I would look for the physical evidence of the former uses — the pump island footprint, fill and vent risers, the canopy foundation, the underground storage tank locations and whether the tanks were removed or abandoned in place, staining and odour at the former service bays, floor drains and the oil/water separator, and any monitoring wells left from earlier assessment work. I would record grades and drainage: the direction the parking field falls, where water ponds, where it discharges, and whether the site sits above or below the adjacent residential grades, because that decides both the stormwater design and the shadow and overlook relationships that the neighbours will raise. I would look at the edges in detail — existing fences, retaining walls, mature trees worth keeping, the location of every access to the public roads, sight lines at those accesses, transit stops, and the condition and width of sidewalks on all frontages. Finally I would look at what is around the site with a redevelopment eye: the height, age, setback and condition of the rental apartments, the seniors’ complex and the place of worship; where the high school’s pedestrian desire lines cross the frontage roads; overhead utilities and pole lines; and any land that could be assembled later. Photographs from fixed, repeatable vantage points are part of the deliverable, because the appeal record will need before-and-after visualizations taken from exactly the viewpoints the objectors use.
Part (b) — Engineers to consult and the contribution of each. This project needs a small, well-chosen consulting team rather than a long list. A geotechnical engineer establishes subsurface conditions, bearing capacity, groundwater levels and excavation support requirements, which on a site with a demolished structure and removed tanks means characterizing uncontrolled fill and telling the structural engineer what foundation system is realistic. An environmental engineer (working with an environmental site professional) carries the Phase I and Phase II environmental site assessments, delineates petroleum-hydrocarbon and lead impacts from the fuel-retail history, designs the remediation or risk-management plan, and produces the instrument — a certificate of compliance, record of site condition or approval in principle — that a residential use legally requires. A municipal or civil servicing engineer confirms that the existing water, sanitary and storm systems have capacity for the new demand, designs the on-site servicing and the stormwater management works, and answers the single most common technical objection at a hearing, which is that the sewers cannot take it. A transportation engineer prepares the traffic impact study: trip generation and distribution for the residential, retail and theatre components, intersection capacity and queueing analysis, sight-line and access design, parking supply and loading, and the pedestrian and cycling connections to the school and the transit stops. A structural engineer sizes the building and any parking structure, and advises on demolition of the remaining works. Two further specialists earn their place on this particular site: an acoustical engineer, because a multiplex theatre with late closing hours next to rental apartments and a seniors’ complex makes noise the objectors’ strongest technical argument, and a fire protection engineer, to confirm access routes, hydrant coverage and fire flow for a mixed-use building. Each of these produces a signed and sealed report that becomes an exhibit; that is why the consulting decision is also an evidence decision.
Part (c) — Ten pieces of information to collect, and why each matters. The list below is ordered roughly by the sequence in which the information is needed, and each entry states why the report fails without it.
A practical note on assembling these ten items: several of them are also planning-approval requirements in their own right, so the report should present them as a coherent case rather than as ten appendices. To make the case concrete, if the site is taken as 3.2 ha and developed at a floor space ratio of 1.5, the scheme carries about 48 000 m² of gross floor area; with roughly 70 per cent of that residential at an average unit size of 85 m², the result is about 395 dwellings and, at 2.1 persons per unit, roughly 830 new residents. At a typical mid-rise residential rate of 0.44 vehicle trips per unit in the afternoon peak hour, the residential component generates about 174 peak-hour trips — a number a community shopping centre of that size would have exceeded comfortably. Stating the arithmetic openly is what turns “this will overwhelm us” into a question the traffic study can answer.
Part (d) — Addressing the NIMBY concerns. The report should treat “NIMBY” as a label to be avoided rather than used, because most of what is filed under that heading is a mix of legitimate technical concerns, legitimate concerns about change, and a small residue of objection to the future occupants. Each part deserves a different response, and conflating them is what loses hearings. The technical concerns — traffic, parking spillover, sewer capacity, construction noise and dust, shadow, overlook, theatre noise and late-night activity, and contamination — should each be named in the objectors’ own words, matched to the study that examined it, and answered with a commitment: a specific mitigation, a condition of approval, or a design change already made. Where a concern is valid the honest course is to concede and mitigate, because an adjudicator trusts the rest of the evidence more when the applicant has conceded something. The concerns about change — that the neighbourhood will not look or feel the same — are answered by design rather than argument: transitional heights and stepbacks toward the low-rise edges, a real pedestrian connection on the school desire line, ground-floor retail that faces the street, and an improvement the neighbourhood gets immediately, such as a public plaza, upgraded sidewalks or a signalized crossing. The report should also reframe the baseline: the alternative to redevelopment is not the status quo of a pleasant open field but an indefinite continuation of an abandoned, contaminated, unlit and unpoliced site next to a high school, which is the condition the neighbours actually live beside now. Finally, the process itself matters: continuing to meet the residents’ association after the appeal was filed, publishing the issues-and-responses table, and offering enforceable commitments through a development agreement or conditions of approval converts a confrontation into a negotiation. Objection that survives all of this, and that rests on who will live in the assisted housing rather than on any effect of the building, should be identified as what it is — and answered with the human rights and provincial planning-policy direction that housing type and tenure are not planning grounds.