Cover letter_Information Response

40. I nvestigate a revised detention design w hich does not require locating detention
    tanks w ithin road reserve to m itigate flow s from private developm ent.

Response:
Refer to correspondence from TOD Consulting Engineers included in Attachment 2 together with the
attached amended Integrated Water Management Plan prepared by Aquaintel. This correspondence
and report provide a revised detention design which does not require locating detention tanks within
road reserve to mitigate flows from private development.

Environmental Health Unit

41. Clarify if the noise im pact assessm ent has m ade an assessm ent of noise em ission
    im pacts from the I GA loading dock and m echanical plant and equipm ent. Clarify if this
    ex isting loading dock area receives after hours deliveries/ w aste collection and clarify
    if any im pacts are ex pected from this ex isting am bient noise from any adjacent land
    parcels w ith com m ercial uses on the proposed stage 2 residences.

Response:
An amended Acoustic Report prepared by TTM Consulting is attached. This report includes an
assessment of noise impacts from the IGA loading dock and mechanical plant and equipment and
provides recommendations to mitigate any impacts.

42. Clarify the actual proposed hours of operation for the tavern.

Response:
The amended Acoustic Report assumes Tavern operating hours from 10am to 3am, Monday to
Sunday. The actual operating hours will depend upon liquor licensing approval, but are expected to
vary within these times for the different tavern components and also vary for weekday and weekend
operation.

43. Clarify how the operation of the tavern w ill protect ex isting environm ental values and
    residential am enity, and otherw ise address how am plified entertainm ent noise from
    the tavern w ill be inaudible at ex isting residential receivers.

Response:
The amended Acoustic Report provides recommendations for building shell treatments to the Tavern
to ensure protection of existing environmental values and residential amenity.

Unitywater

44. Revised draw ings addressing the above com m ents.

Response:
It is proposed to relocate the existing sewer main clear of proposed buildings and structures. The
proposed relocation of the sewer main is shown on the attached Preliminary Sewer Diversion Plan,
drawing 12691 – SEW1, prepared by TOD Consulting Engineers.

45. Additional draw ing show ing cross sectional details of the proposed structures show ing
    the ex isting sew er.

Response:
Refer attached Preliminary Sewer Diversion Plan, drawing 12691 – SEW1, prepared by TOD Consulting
Engineers.