Personal Communication. When an employee has questions or feedback related to an individual situation, problem, or conflict related to their own work duties or assignments, or when additional depth or follow up is needed to sufficiently address a question or concern, an employee will communicate questions or feedback directly to their supervisor or the staff person in charge of a project.
Personal Communication. I agree to only make personal telephone calls during working hours if they are absolutely essential. I may only make a telephone call on a Client telephone if I am authorised to do so by the Client in which case I agree to reimburse the Client for the cost. I will not use a Client’s computer system at any time for sending or dealing with personal email and will not use a Client’s computer system to access the internet, including social media sites, for private purposes.
Personal Communication. The lead authors on all included studies were approached via email with a request to provide data on any psychological, physical health and obstetric safety and adverse effects as a result of their study. Details around the retention rate and reasons around dropout were also queried if these were not stated in the original paper. Methods of the Review
Personal Communication. Xxxx Xxxxxxx Xxx Professor of Chinese Literature, Chu Hai College, HK. CHINESE ABSTRACT 荃灣及葵涌雨水排放系統改善計劃—荃灣排水管工程文化遺產影響評估 前言 荃灣及葵涌雨水排放系統改善計劃— 荃灣排水管工程之項目發展環境研究，文化遺產影響評估部份(合約編號：CE80/20 01(DS))，於二零零四年二月二十一日至二零零四年三月一日進行。是次評估目的在於了解工程地點內的考古遺存及工程對考古遺存所可能構成的影響。 是次評估的四個考察範圍位於大帽山以南山腳，為中等至陡峭地勢。地質學分類屬於：花崗閃長岩及粗粒凝灰岩火山。該排水管工程大部份排水管鋪設對考古遺存並未構成重大影響，而本考古調查則針對該工程的三個入水口及位於油柑頭出水口。分別為：入水口 1-2、入水口1-3 及 出水口0-1。 排水管入水口和出水口考古調查範圍的景觀已被擾亂及發展。陡峭的地形 、斜坡修護、梯田、商住建築物和混凝土路面等等原因，亦令工程範圍內可供調查的面積減少。 田野踏查已於各個考察範圍進行。並於三個指定的調查範圍以探鑽鑽探，各開探孔十個及探方發掘，各開探方兩個。以上勘探發現調查範圍多為淺及多石的土壤，並發現少量文物。入水口1-2 接近十七世紀老圍發現四片器皿碎片；入水口1-3較入水口1- 2遠並處於崩積層陡坡上；而出水口0-1位於接近油柑頭的巨礫斜坡上。入水口1- 3及出水口0-1均沒有考古遺存發現。 荃灣及葵涌雨水排放系統改善計劃— 荃灣排水管工程內三個指定的調查範圍的考古潛力被評為低，排水管工程對該地段的考古遺存預期不構成重大影響。故不須採取進一步行動。 APPENDIX 1 AUGER HOLE SUMMARY Intake 1-2 A1 – A10 Intake 1-3 A1 - A10 Outfall 0-1 A1 – A10 Intake 1-2 Auger No. Location N E Depth (cm) Description Archaeological summary 3 0-11 Brown loamy topsoil 11-47 Orange xxxxx xxxx 47+ Rock - impenetrable Nil 4 0-4 Brown silty loam 4-26 Orange-brown gravelly clay 26+ Rock - impenetrable Nil 5 0-11 Brown fine xxxxx loam 11-25 Orange-brown medium xxxxx xxxx 25-64 Orange gravelly clay 64+ Rock - impenetrable Nil 6 0-11 Beige fine silt with charcoal 11-24 Xxxxx xxxxx loam 24-34 Orange-brown gravelly clay 34+ Rock – impenetrable Nil 7 0-16 Brown dry medium sand 16-44 Brown gravelly clay 44-64 Orange gravelly clay Nil 8 0-5 Brown loamy sand 5-31 Mid xxxxx xxxxx clay 31-68 Orange gravelly clay 68-85+ Weathered parent material in xxxxx xxxx Nil 9 0-8 Brown loamy topsoil 8-35 Orange gravelly clay 35-51 Orange medium clay 51+ Rock - impenetrable Nil 10 0-15 Rubble FILL 15+ FILL - impenetrable Nil INTAKE 1-3 Auger No. Location N E (cm) Description Archaeological summary 1 0-15 Gritty coarse gravel 15-26 Xxxxx xxxxx clay 26-40 Light mid-xxxxx xxxx 40-52+ White-grey clayey sand Nil 2 0-8 Dry beige xxxxx xxxx 8-22 Mid xxxxx xxxxx clay 22-35 Brown light xxxxx xxxx 35+ Rock - impenetrable Nil 3 0-6 Dry xxxxx xxxx 6-18 Brown medium xxxxx xxxx 18-38 Yellow-brown rust mottled clayey sand 38-110 Light grye moist medium sand with occasional parent material. Nil Watertable @ 95cm 4 0-12 Yellow gravelly clay 12-36 Red-brown coarse xxxxx xxxx 36-60 Coarse gravelly clay 60+ Rock - impenetrable Nil 5 0-7 Yellow gravelly clay 7-21 Xxxxx xxxxx clay 21-45 Coarse yellow/brown gravelly clay 45+ Rock – impenetrable Nil
