Surrey planning report 7922-0207-00
这段原文取自本站留存的同一份 PDF,仅展示本条相关文本;官方在线版本可能更新。
Staff Report to Council
Application No.: 7922-0207-00
Planning & Development Report
Page 8
DEVELOPMENT PERMITS
Hazard Lands (Steep Slope) Development Permit Requirement
•
The subject property falls within the Hazard Lands (Steep Slope) Development Permit Area
(DPA) in the OCP, given that the site contains steep slopes in excess of 20% gradient. The
Hazard Land (Steep Slope) Development Permit is required to protect developments from
hazardous conditions.
•
The subject property exhibits a gentle sloping terrain with an elevation difference from 30 to
37-metres across the southeast to the northwest tip of the property. Overall, the subject
property follows a gently sloping terrain of 7 degrees for about 21 linear meters measured from
the road frontage. Thereafter, the sloping terrain becomes more steepened with a slope angle
of 25 degrees. There is a retaining wall along the north property line.
•
A geotechnical report, prepared by Qiyan (Rick) Jiang, P. Eng., of Tetron Engineering Ltd and
dated July 20, 2023, was reviewed by staff and found to be generally acceptable to proceed.
The report was reviewed by staff and found to generally conform to the OCP Development
Permit guidelines for Hazard Lands. The applicant will be required to submit a peer review of
the Geotechnical Report, with the potential for some modification of the content of the report
still required (subject to the findings of the peer reviewer). The finalized geotechnical report
will be incorporated into the Development Permit.
•
The geotechnical report investigated issues related to slope stability and storm water drainage
to determine the feasibility of redeveloping the site. Thereafter, the report proposes
recommendations to ensure the ongoing stability of the slope.
•
The consultant has determined that the development is feasible provided that the
recommendations in their report are incorporated into the overall design of the site, including
a rear geotechnical setback of 7.5-metres. No rock pit, shed, in-ground pool, hot tub, sprinkler
system, nor material stockpiles are permitted within the geotechnical setback zone. No
grading or slope disturbance is permitted. The final site grading shall prevent concentrated
storm water from entering the natural slope.
•
Registration of a Section 219 Restrictive Covenant that requires the owner to develop the site
in accordance with the conditions in the geotechnical report is required as a condition of final
adoption.
•
At Building Permit stage, the Building Division will require Letters of Assurance from a
geotechnical engineer to ensure that the building plans comply with the recommendations in
the approved geotechnical report.
非商业公共资料研究与事实报道;仅展示核对事实所需的已评估摘录及本站中文说明。版权归原作者或发布机构;不表示来源机构认可本站。原文、来源及使用条款见链接。 来源使用条款 ↗
打开官方 PDF ↗版本与字符定位
留存文件 SHA-256:d315f27a260bca611151c764adb282af9cce6ed7db55e1bdab0af48f8857f8f5
文本 SHA-256:3a7c33926774bc8dfd7a92f4360f00194b39ca299d080b0926447a0a8a7e7045
抽取:pymupdf-1.26.7-text-pages-v1
第 24–24 页;字符 32218–34976(末端不含)