figures - 立法會

立法會PWSC84/17-18(02)號文件

FIGURES

Figure 2.1 Tentative Usage Allocation of the Agri-Park

Figure 3.1 Existing Road Network

Figure 3.2 Study Area for Noise and Air Quality

Figure 3.3 Preliminary Layout Plan of the Proposed Agri-Park

Figure 3.4 Tentative Layout Plan of Car Park at Tsiu Keng Road

Figure 3.5 Tentative Layout Plan of Visitor Centre cum Management Office

Figure 4.1 Preliminary Layout Plan for Upgrading of Fan Kam road and Tsiu Keng Road

Junction

Figure 4.2 Layout Plan of Proposed Widening of Tsiu Keng Road

Figure 4.3 Proposed Road Network for Agri-Park

Figure 5.1 Plan showing the Existing Catchments

Figure 5.2 Preliminary Drainage Layout Plan for Proposed Roads

Figure 6.1 Existing Irrigation System

Figure 6.2 Proposed Improvement Measures to the Irrigation System

Figure 7.1 Schematic Layout of Proposed Sewerage System

Figure 7.2 Typical Layout of Composting Plant in Region C

Figure 10.1 Plan showing Heritage Implication Zone

DEVELOPMENT DEPARTMENT

CIVIL ENGINEERING AND

DRAWING TITLE: DRAWING NO.:

CHECKED BY: SCALE: REV.:

DATE:DRAWN BY:DESIGNED BY:

11/3/2016

E:\proj\673995\04_Drawings\673995_F_CH2M_FIG7-2_B.dgn

Victor

CONSULTANT:CLIENT: CONTRACT:

FEASIBILITY STUDY

ESTABLISHMENT OF AN AGRICULTURAL PARK -

ENGINEERING FEASIBILITY STUDY FOR THE

AGREEMENT No. NTE / 01 / 2016

13m

U-Channel Paved Area

71m

M/H

SystemProposed Sewerage and Discharged to Surface Water Collected

Example of Composting Plant

TYPICAL LAYOUT OF COMPOSTING PLANT IN REGION C

FIGURE 7.2

ML

SK VT

1:250 @ A3

1/NOV/2016

A

10m

10m

Appendix B

List of Approved Small House Application and s16 Planning Application

Appendix C

Calculations on Drainage and Sewerage

C1 Location of DSD Flooding Blackspots as at March 2016

C2 Summary of Characteristics of the Catchments

C3 Prelimianry Capacity Check on Existing Drainage for Widening of Tsiu Keng Road

C4 Estimation of Design Capacity for Sewage Treatment Facilities

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Callout

Proposed Agricultural Park

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Appendix C1

Agreement No. NTE/01/2016

Engineering Feasibility Study for the an Agricultural Park

Feasibility Study

Appendix C2 - Summary of Characteristics of Catchments

Existing Unpaved Area

(1)

Existing Paved Area

(2)Existing Catchment Area

Additional Area

(Sites Development)

Additional Area

(New Internal Access Road)Proposed Catchment Area

m2

m2

m2

m2

m2

m2

A1 100,926 25,231 126,157 0 0 126,157

A2 110,078 27,519 137,597 0 0 137,597

A3 118,749 29,687 148,436 0 0 148,436

A4 50,982 12,746 63,728 891 4,351 68,969

Sum of Catchment A 380,734 95,184 475,918 891 4,351 481,159

B1 352,282 88,071 440,353 0 0 440,353

B2 133,046 33,262 166,308 1,000 3,390 170,698

Sum of Catchment B 485,329 121,332 606,661 1,000 3,390 611,051

C1 399,736 99,934 499,670 0 0 499,670

C2 324,538 81,134 405,672 0 0 405,672

C3 307,942 76,986 384,928 0 0 384,928

C4 341,301 85,325 426,626 0 0 426,626

C5 600,494 150,124 750,618 6,689 18,645 775,952

C6 132,253 33,063 165,316 0 0 165,316

C7 168,455 42,114 210,569 6,060 0 216,629

Sum of Catchment C 2,274,719 568,680 2,843,399 12,749 18,645 2,874,793

Remarks:

(1) Assume Existing Unpaved Area = 80% of Existing catahments

(2) Assume Existing Paved Area = 20% of Existing catahments

Sub-catchment Area

Page 1 of 1


Engineering Feasibility Study for the an Agricultural Park

Feasibility Study

g: 9.81 m/s2

ks 0.00015 m (Concrete pipe taken from Table 14 of DSD Stormwater Drainage Manual, ks = 0.15mm)

v: 1.14E-06 m2/s (Viscosity value for fluid temperature = 15 degree celsius)

Length Dia Gradient

m mm 1 in m3/ s Inlet Outlet

SMH 1045166 413 0.031 0.031 18.1 525 72 0.670 ok 24.67 26.25 1.58

SMH 1045165 276 0.021 0.052 18.4 600 123 0.729 ok 24.42 24.37 26.04 1.67

SMH 1045164 267 0.020 0.072 18.4 600 102 0.799 ok 24.22 24.20 25.83 1.63

SMH 1045163 268 0.020 0.092 18.5 675 80 1.224 ok 24.02 23.93 25.64 1.71

SMH 1045162 268 0.020 0.112 18.5 825 264 1.137 ok 23.70 23.56 25.44 1.88

SMH 1045161 261 0.020 0.132 18.5 825 132 1.609 ok 23.49 23.42 25.24 1.82

SMH 1045160 261 0.020 0.151 18.5 825 925 0.606 ok 23.28 23.27 25.04 1.77

SMH 1045159 183 0.014 0.165 13 900 54 3.154 ok 23.25 23.21 25.03 1.82

SMH 1045158 183 0.014 0.179 13 900 3250 0.404 ok 22.97 22.96 25.13 2.17

SMH 1045157 183 0.014 0.192 13 900 162 1.819 ok 22.96 22.96 25.30 2.34

SMH 1045156 141 0.011 0.203 9.99 900 167 1.797 ok 22.88 22.88 25.48 2.60

SMH 1045155 984 0.074 0.277 18.5 900 264 1.426 ok 22.82 22.79 25.55 2.76

SMH 1045154 159 0.012 0.289 11.3 900 75 2.673 ok 22.72 22.72 25.43 2.71

SMH 1045153 162 0.012 0.301 14.3 900 1430 0.611 ok 22.57 22.51 25.35 2.84

SMH 1045152 206 0.015 0.316 18.2 900 202 1.630 ok 22.50 22.47 25.17 2.70

SMH 1045151 207 0.016 0.332 18.3 900 203 1.626 ok 22.38 22.36 24.94 2.58

SMH 1045150 267 0.020 0.352 23.6 900 81 2.572 ok 22.27 22.24 24.74 2.50

SMH 1045149 228 0.017 0.369 20.2 900 168 1.787 ok 21.95 21.91 24.51 2.60

SMH 1045148 190 0.014 0.383 16.8 900 99 2.334 ok 21.79 21.75 24.29 2.54

SMH 1045147 147 0.011 0.394 13 900 108 2.229 ok 21.58 21.50 24.08 2.58

SMH 1045146 1318 0.099 0.493 13 900 54 3.154 ok 21.38 21.37 23.94 2.57

SMH 1045145 295 0.022 0.515 13 900 76 2.654 ok 21.13 21.01 23.69 2.68

SMH 1045144 171 0.013 0.528 12.5 1050 114 3.249 ok 20.84 20.78 23.44 2.66

SMH 1045143 141 0.011 0.539 12.5 1050 625 1.382 ok 20.67 20.61 23.05 2.44

SMH 1045142 24 0.002 0.541 2.1 1050 3 20.726 ok 20.59 20.48 22.66 2.18

SMH 1046263 97 0.007 0.548 8.6 1050 215 2.361 ok 19.73 19.73 22.55 2.82

SMH 1045141 355 0.027 0.575 17.3 1200 432 2.353 ok 19.69 19.69 22.50 2.81

SMH 1045140 217 0.016 0.591 10.6 1200 353 2.604 ok 19.65 19.59 22.75 3.16

SMH 1045139 674 0.051 0.641 6.9 1200 33 8.554 ok 19.56 19.50 23.12 3.62

SMH 1045138 0 0.641 4.3 1200 19.29 19.29 23.70 4.41

Discharged to Tam Shui Hang

Remarks:

(1) Catchment areas = 7.3m carriageway + 4m footpath + adjacent catchments

Design Return Period = 50 years

Appendix C3

Preliminary Capacity Check on Existing Drainage for Widening of Tsiu Keng Road

Catchment

Area(1)

(m2)

Cumulative Peak Flow

(m3 / s)

Manhole Number

Estimated

Peak Flow

(m3 / s)

Downstream Pipe

Hydraulic

Check

Full-bore

Capacity Cover Level

(mPD)

Invert Levels (mPD)Cover Depth

App.C3_Preliminary Capacity Check on Existing Drainage for Widening of Tsiu Keng Road Page 1 of 1

Appendix D

Data for Irrigation Assessments

D1 Past Rainfall Records from Climatological Information Services of

Hong Kong Observatory

D2 Locations of River Water Monitoring Stations in Deep Bay Water Control Zone with

Computation of Average Flow rate for Sheung Yue River at Station RB1

D3 Table for Rough Estimate of the Effective Rainfall

D4 Estimation of Irrigation Water Demand based on Food and Agriculture Organization

(FAO) of the United Nations

D5 Sketches for Irrigation Water Supply from Kwu Tung Irrigation Water Reservoir

D6 Existing Ground Water Level Record & Preliminary Hydrogeological Assessement for

Pumping Wells

D7 Information on irrgation (provided by AFCD) as discussed in the meeting held on 1st

September 2016

Appendix D1

Past Rainfall Records from Climatological Information Services of Hong Kong Observatory

Individual Weather Station in the vicinity of Proposed Site

Station A: Automatic Weather Station at River Beas

Station B: Automatic Weather Station at Sheung Shui

Station C: Automatic Rainfall Station at Lok Ma Chau

Station A

Station B

Station C

Page 1 of 4

Page 2 of 4

Page 3 of 4

Computation of Average Monthly Total Rainfall (mm)

2016 2015 2014 2013

A B C A B C A B C A B C

Jan 266.5 258.5 249 58 59 52.5 0 0 0 11 9.5 8

Feb 35 34.5 34.5 11 11 14.5 34.5 34 29.5 1 0.5 0.5

Mar 136 131 121.5 9.5 9.5 9 242 235.5 227.5 117 113 65

Apr 217 206.5 201 50.5 48 49 135 135.5 118 17.5 282.5 279.5

May 409 381 315.5 291 265 233 568 559.5 577 375 422.5 335.5

Jun 188 160.5 179.5 225.5 218 163 381.5 377.5 371

Jul 358 326.5 270.5 261.5 233.5 246.5 360.5 393.5 359

Aug 64.5 234 173 128 136.5 187.5 565 538.5 468.5

Sep 110 188 136.5 239.5 234.5 200 203 206 147.5

Oct 327 283.5 312.5 9 9.5 0 7.5 7 2.5

Nov 13 16 14.5 13 10.5 8 41.5 46 37

Dec 81.5 78.5 74 41.5 40.5 42.5 135.5 135.5 127

2012 2011 2010 2009

A B C A B C A B C A B C

Jan 47 46.5 9 8.5 24.5 24.5 0 0

Feb 27 36 26 22.5 83.5 83.5 0 0

Mar 27 21 18 17 20 20 141 162.5

Apr 291.5 248.5 50.5 52 122 122 125 119.5

May 206.5 191 287 200 160.5 160.5 325.5 293

Jun 366.5 307.5 398 518 263.5 263.5 262 212.5

Jul 482.5 479 299.5 273.5 349 349 290 221

Aug 68 97.5 188 105.5 119 119 287.5 324

Sep 50.5 33.5 153.5 198 317 317 300.5 286.5

Oct 48 40.5 161 137.5 11.5 11.5 5.5 1

Nov 97 73 98.5 84 22.5 22.5 34 34

Dec 44.5 43 0 0 15.5 15.5 34 26.5

2008 2007 2006

A B C A B C A B C

Jan 48.5 51.5 18.5 26 20 22 51

Feb 25 23.5 32 20.5 62 67.5 29

Mar 36.5 31.5 13.5 16 61.5 49.5 79

Apr 227 190 145.5 142.5 112.5 100.5 146

May 160 134.5 280 298 311.5 235 307

Jun 1321.5 1184 477.5 371 414 410 393

Jul 456.5 312.5 73.5 82 432.5 369.5 317

Aug 345 291.5 409.5 402.5 373 339 259

Sep 152 196 85.5 68.5 444.5 387.5 202

Oct 104.5 92 49.5 43.5 0 2 72

Nov 2.5 0.5 12.5 11 82 92 38

Dec 6.5 5.5 14.5 13.5 26.5 20.5 44

Column A Automatic Weather Station at River Beas

Column B Automatic Weather Station at Sheung Shui

Column C Automatic Rainfall Station at Lok Ma Chau

1)

2) Average Monthly Total Rainfall (Jan to May) = sum of all columns / 26

3) Average Monthly Total Rainfall (Jun to Dec) = sum of all columns / 23

Average Monthly Total

Rainfall (mm)

Remark:

As the rainfall record in 2016 is not completed and some data are extremely higher than previous data. Therefore, it is

not to be considered in this computation.

Page 4 of 4

Appendix D2

Locations of River Water Monitoring Stations in Deep Bay Water Control Zone

Map extracted from EPD's River Water Quality Data : http://epic.epd.gov.hk/EPICRIVER/river/

River Beas / Sheung Yue River

Page 1 of 2

Appendix D2

Computation of Average Flow Rate for Sheung Yue River at Station RB1 (m3/s)

2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

Jan 0.144 0.087 0.058 0.108 0.114 0.092 0.084 0.069 0.04 0.13 0.065 0.073

Feb 0.072 0.075 0.033 0.042 0.088 0.024 0.021 0.024 0.129 0.07 0.044 0.058

Mar 0.054 0.099 0.041 0.138 0.21 0.036 null null 0.064 0.014 0.033 0.055

Apr 0.026 0.105 0.047 0.029 0.129 0.06 0.078 0.039 0.022 0.041 0.102 0.144

May 0.114 0.092 0.252 0.425 0.252 0.047 0.023 0.1 0.053 0.29 0.144 0.12

Jun 0.355 0.077 0.094 0.21 0.125 0.175 0.09 0.158 0.024 0.238 0.204 0.036

Jul null 0.128 0.248 0.15 0.267 0.18 0.075 1.44 0.16 0.54 0.179 0.287

Aug 0.31 0.176 0.308 0.126 0.24 0.185 0.01 0.012 0.22 0.159 0.029 0.123

Sep 0.7 0.195 0.44 0.18 0.174 0.092 10.95 0.064 0.13 0.084 0.275 0.305

Oct 0.198 0.038 0.281 0.23 0.135 0.176 0.06 0.156 0.098 0.1 0.248 0.196

Nov 0.164 0.086 0.156 0.068 0.144 0.12 0.12 0.058 0.22 0.09 0.12 0.217

Dec 0.101 0.068 0.105 0.126 0.135 0.096 0.15 0.049 0.102 0.11 0.024 0.106

Data Source: River Water Quality Data from EPD

Extreme data discarded from the calculation

0.098

0.149

0.221

0.158

0.240

0.160

0.130

Average Flow Rate (m3/s)

0.089

0.057

0.074

0.069

0.159

Page 2 of 2

Appendix D3

Table for Rough Estimate of the Effective Rainfall * -

Rainfall or Precipitation (P) verse Effective Rainfall or Effective Precipitation (Pe) in mm/month

Rainfall (P)

(mm/month)

Effective Rainfall (Pe)

(mm/month)

Rainfall (P)

(mm/month)

Effective Rainfall (Pe)

(mm/month)

0 0 130 79

10 0 140 87

20 2 150 95

30 8 160 103

40 14 170 111

50 20 180 119

60 26 190 127

70 32 200 135

80 39 210 143

90 47 220 151

100 55 230 159

110 63 240 167

120 71 250 175

*Data Source: Irrigation Water Management: Irrigation Water Needs – Volume 3 Part 1 by C Brouwer,

International Institute for Land Reclamation and Improvement and M. Heibloem, FAO Land and Water

Development Division

1

Appendix D4

Estimation of Irrigation Water Demand in accordance with Food and Agriculture

Organization (FAO) Manual of the United Nations for reference

1) Table 1 (1) indicates the average daily water needs of a reference crop, of which grass is

chosen. For Hong Kong, the standard grass crop grown in sub-humid climate with a mean

temperature above 15°C(2) in dry season needs approximately 5.5mm per day; while in wet

season, the standard grass crop grown in humid climate with a mean temperature over

25°C(2) needs about 5.5mm of water per day.

Table 1: Average Daily Water Needs of Standard Grass during Irrigation Season (1)

Mean Daily Temperature

Climatic Zone Low Medium High

Less than 15°C 15°C ~ 25°C More than 25°C

Desert/ arid 4-6 mm 7-8 mm 9-10 mm

Semi-arid 4-5 mm 6-7 mm 8-9 mm

Sub-humid 3-4 mm 5-6 mm# 7-8 mm

Humid 1-2 mm 3-4 mm 5-6 mm#

# Adopted according to the weather conditions of Hong Kong

2) Table 2 (1) indicates the water needs of different crops when compared with the standard

crop. The crops in column 1 need 30 percent less water than grass in their peak period.

The crops in column 2 need 10 percent less water than grass. The crops in column 3 need

the same amount of water as grass. The crops in columns 4 and 5 need respectively 10 and

20 percent more water than grass in their peak period.

2

Table 2: Crop Water Needs in Peak Period when compared to Standard Grass (1)

Crop Type

1

Crop Type

2

Crop Type 3 Crop Type

4

Crop Type 5

-30% -10% Same as Standard

Grass

+10% +20%

Citrus Cucumber Carrots Beans Paddy Rice

Olives Radishes Onion Tomato Sugarcane

Grapes Squash Lettuce Eggplant Banana

Pepper

Peas Nuts & fruit trees

with cover crop Spinach

Crucifers, such as

cabbage, cauliflower,

etc.

Clean cultivated nuts

& fruit trees

3) In connection with Table 1 and Table 2 above, the water needs of common crops grown in

Hong Kong is listed in Table 6.6.

Table 3: Estimation of Water Needs of Common Crops grown in Hong Kong

* Adoption of 30 days per month

Crop Growing

Months

Water

Requirement

(mm)

Water Needs

per day (mm)

Water Needs

per month*

(mm)

Chinese

Cabbage

All year

round Standard 5.5mm 165

Lettuce/Spinach Winter Standard 5.5mm 165

Tomato Winter +10% 6.05mm 182

Beans Summer +10% 6.05mm 182

3

4) As crop farming activities in the Agri-Park are likely to be highly diversified (e.g. from

flooded irrigation to drip irrigation in greenhouses), it is considered that more conservative

estimation should be adopted to cater for potential high irrigation demands. As such, the

data recommended by the FAO Manual with the upper bound crop water needs (i.e.

+20%) ) is taken as the estimation basis of irrigation requirement for the Agri-Park as given

in Table 3.

Table 3: Estimated Water Needs of the Proposed Agri-Park

* Adoption of 30 days per month

(1) Irrigation Water Management, Irrigation Water Needs issued by the Natural Resources Management and Environment

Department of Food and Agriculture Organization (FAO) of the United Nations

(2) Based on The Year’s Weather issued by the Hong Kong Observatory

http://www.weather.gov.hk/wxinfo/pastwx/ywx2015.htm

Crop Type Growing Months Water

Requirement

Water Needs

per month* (mm)

Type 5 All year round +20% 5.5mm x 1.20 x30 =198

Existing Ground Water Level Record Within Proposed Agri-Park

GIU

Report

No.

Date of

Water Level

Monitoring

Drillhole No. Easting NorthingDrillhole/Trial

Pit Depth (m)

Ground Level

(mPD)

Measured Highest

Ground Water

Level

Remarks

21044 9/25/1995 BTP3B 828519.59 838701.7 1.9 11.69 1.9 water seepage

21044 9/25/1995 BTP4A 828670.52 838445.8 1.9 12.53 1.9 water seepage

21044 9/25/1995 BTP4B 828651.58 838438.31 1.4 11.7 1.3 water seepage


21044 9/28/1995 BTP5B 828682.39 838099.31 1 17.95 1 water seepage



21044 9/28/1995 BTP8A 829032.35 837527.47 1 20.64 1 water seepage

24129 9/12/1996 TP-ND144TP1 828462.46 837622.07 2.5 21.92 2.1 water seepage

24129 9/12/1996 TP-ND144TP2 828451.34 837585.9 2.66 22.11 1.5 water seepage

28008 7/23/1997 DB-BH1 829371.98 837738.81 22.3 22.18 0.83 Piezometer tip at 2.5mbgl

28008 8/9/1997 DB-BH3 829206.42 837936.6 25.7 18 1.14 Piezometer tip at 5mbgl

28008 8/1/1997 DB-BH4 829002.46 838029.12 30.1 17.09 1.59 Standpipe tip at 6.5mbgl

28008 8/9/1997 DB-BH5 828842.41 838031.39 30.97 16.4 1.02 Piezometer tip at 5mbgl

28008 8/6/1997 DB-BH6 828695.45 838108.48 28.95 15.08 1.29 Standpipe tip at 4.5mbgl

28008 7/31/1997 DB-BH7 828676.44 838449.05 30 13.33 1.82 Standpipe tip at 4mbgl

28008 8/4/1997 DB-BH8 828515.16 838721.86 18.4 11.03 0.17 Standpipe tip at 2mbgl

28008 8/11/1997 DB-TP1 829387.05 837663.31 2.5 23.4 1.28 water seepage

28008 8/9/1997 DB-TP2 829012.22 837673.91 2 19.95 1.6 water seepage

34227 1/29/2002 TP4 828611.7 838428.76 2.65 13.14 2.35 water seepage

41276 7/2/2004 BH39 828981.5 837505.12 16.71 22.09 0.53 Standpipe tip at 6mbgl

41276 7/24/2004 TP12 829312.11 837873.74 2.5 20.61 0.77 Standpipe tip at 2mbgl

42610 11/11/2005 BH2 828003.29 838485.79 7.5 36.38 3.3 Piezometer tip at 7mbgl

1 of 3

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Appendix D6: Existing Ground Water Level Record & Preliminary Hydrogeological Assessment for Pumping Wells

2 of 3

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3 of 3

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Appendix E

Record Plans of Existing Utilities

E1 CLP’s Record Plans

E2 DSD’s Record Plans

E3 HyD’s Lighting Plans

E4 PCCW’s Record Plans

E5 WSD’s Record Plans

E6 HKCG’s Letter

E7 HyD’s Record Plans for Exculsive Road Drains

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Appendix E1

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Appendix E1

X1 24.67-525A3 24.71-450A2 25.32-150A1 24.77-375CL 26.25SMH1045166

X1 24.37-600A2 24.42-525A1 25.05-150CL 26.04SMH1045165

X1 24.20-600A2 24.22-600A1 24.93-150CL 25.83SMH1045164

X1 23.93-675A2 24.02-600A1 24.84-150CL 25.64SMH1045163

X1 23.56-825A5 24.36-150A4 23.70-675A3 24.23-150A2 24.28-150A1 23.97-375CL 25.44SMH1045162

X1 23.42-825A4 24.86-150A3 23.49-825A2 24.18-150A1 24.13-150CL 25.24SMH1045161

X1 23.27-825A3 23.89-150A2 23.28-825A1 23.84-150CL 25.04SMH1045160

X1 23.21-900A5 23.79-150A4 23.25-825A3 23.79-150A2 23.72-375A1 23.82-150CL 25.03SMH1045159

X1 22.96-900A4 23.73-150A3 24.17-150A2 22.97-900A1 23.88-150CL 25.13SMH1045158

X1 22.96-900A4 24.02-150A3 23.77-150A2 22.96-900A1 24.02-150CL 25.30SMH1045157

X1 22.88-900A6 24.34-2 x 225A5 23.63-150A4 24.33-150A3 22.88-900A2 24.33-150A1 23.17-375CL 25.48SMH1045156

X1 22.78-900A4 23.77-150A3 23.73-150A2 22.82-900A1 23.94-150CL 25.55SMH1045155

825

825

900

900

900

900

525

600

600

675

825

10 0 20 40 60 80 100

Drainage Services Department

Metres

Drainage Record Sheet NumberNotes :

525

375

225

X1

A2

A1

CL

SMH7000123

1.14-525

1.29-375

1.14-225

4.68

1.

2.

3.

clockwise from North.

Outgoing Pipes are marked X1, X2, X3 ... counting

counting clockwise from the first Outgoing Pipe X1.

The Incoming Pipes are marked A1, A2, A3, ....5.

SCALE 1 : 500

eg.

4.

unless otherwise stated.

All dimensions shown are in millimetres

525mm dia. Outgoing Pipe Invert Level

375mm dia. Incoming Pipe Invert Level


Cover Level or Ground Level

Manhole number

Flow Channel

900DWFC = 900mm width Dry Weather

900UC = 900mm width U Channel

900SC = 900mm width Stepped Channel

900C = 900mm width Surface Channel

or equal to 1200mm:

Abbreviations for Channels of width smallerLast Updating :

Map data renewed on

Metres

a complete record.

and no guarantee can be given that this is

drawings are subject to verification on site

The information shown on the record

6.

on details of the pile foundation.

for brevity. Please refer to the relevant as-built drawings

Piling foundations on culverts may be present but not shown

Legend :

SSDS(100)

SSDS(200)

SSDS(100)

SSDS(200)

Sewage Tunnel Outer Protection Area (200m width)

Harbour Area Treatment Scheme

Sewage Tunnel Protection Area (100m width)


2100 SUBMARINE OUTFALL

1

Existing Submarine Outfall with Diffuser

Proposed Submarine Outfall with Diffuser


1

QZIA

8

DWF Interceptor

8


1 Works In Progress Submarine Outfall with Diffuser

Existing Pipe (Storm/Sewer/Combined)

PPPP

>

PP

>

UC / SC

UC / SC

>

UC / SC

RM RM

VS VS

Slope Boundary

Slope Number

Slope Sign Board

7.

information are exact.

are indicative only. It is no guarantee that these

Drainage facilities maintained by other parties, if shown,

11SW-D/CR8888

C

Map reproduced with permission of the Director of Lands

The Government of the Hong Kong SAR

issued by the Buildings Department)

Registered Structural Engineers and Registered Geotechnical Engineers No. APP-62

Technical Circular (Works) No.28/2003 or the Practice Note for Authorized Persons,

to be complied with the requirements in the Environment, Transport and Works Bureau

(Please note that all proposed works within the HATS Sewage Tunnel Protection Area have






Mainland North Division

SSH

8

FSH

8

Storm Water Manhole

Storm Water Terminal Manhole

Storm Water Special Manhole

Sewer Manhole

Sewer Terminal Manhole

Sewer Special Manhole

Combined Manhole

Catchpit

Desilting Opening

Inspection Opening

Dry Weather Flow Interceptor

Sand Trap

Inlet

Outlet

Drainage Reserve

NNNN


(Planning / Identifying to be Abandoned)


Proposed Pipe (Storm/Sewer)

Works In Progress Pipe (Storm/Sewer)

Not Yet Commissioned Pipe (Storm/Sewer)

Abandoned Pipe

Abandoned Pipe (Filled with Materials)

Existing U Channel / Stepped Channel (Storm)

Proposed U Channel / Stepped Channel (Storm)

U Channel / Stepped Channel (Storm)

Works In Progress

Rising Main

Vaccum Sewer

(Storm/Sewer)

Tunnel / Box Culvert

All levels are given in metres principle datum.

N

A

O

R

Spot Level (Storm/Sewer)

Water Gauge

Valve

Oil / Petrol Interceptor

Interface Valve Chamber

Overflow (Sewer/Combined)

Tapping Point (Storm/Sewer)

Gully Sump / Gully

8

450-LEFT

SYJXXXXXXX

(Storm/Sewer/Combined)

Existing Y-Junction8

450-LEFT

FYJXXXXXXX

8

450-LEFT

CYJXXXXXXX

Tunnel Protection Zone

837200N 837200N

837300N 837300N

837400N 837400N

837500N 837500N

829250E

829250E

829625E

829625E

829300E

829300E

829400E

829400E

829500E

829500E

829600E

829600E

2-SE-20D-3

2-SE-20D-1

2-S

E-2

0D-4

2-SE-25B-1

2-S

E-2

0C-4

16-11-2015

February 2015

TS

TS

TS

TS

TS

TS

TS

TS TS

TSTSTS

TSTS

R

TSTS

TS

TS

TS R

TS TSTST

S

TSTS

TSTS

RTS

TSTS TS

TS

TSTS TS

TS TSTS

TSTS

TS TS

TS

TS

TSTS TSTS

TSTS TS

TS

TSTSTS

TSTS

TS

TS

TS

TS

TS

TSTS

R TSR

TS

TS

TS

TS

TS

TS

TS

TS TS

TS

TSTS

TS

TS TS

TS

TSTS

67

House66

House

65

House

63

House61

House 60

House

96

House62

House59

House55

House53

House

58 House

56

House57

110

6B

76

75

73-74

25

100

26B

26

72

¿¼

Àç

Tsiu Keng

Ying Pun

¾É

CUL

CUL

CUL

RCPCUL

CUL

CULCUL

CUL

CUL

CUL

CUL

CULCUL

CULCUL

CUL

CUL

CUL

Pipelin

e

CUL

CUL

CU

L

CUL

CULCUL

W

W

W

±Æ¤

±Æ¤

±Æ¤

±Æ

¤

±Æ

¤

Outfall

Outfall

Outfall

CU

L

Outfall

CUL

CUL

Outfall

CUL

26.2

27.9

24.425.5

25.4

28.3

23.3

29.0

25.5

26.1

25.223.6

31.5

25.4

24.1

26.1

26.427.8 31.5

27.2

25.3

26.2

31.825.4 45.0

28.0

25.5

24.644.3

26.3

26.3

30.8

27.7

28.0

26.0

27.4

33.3

28.6

28.8

28.2 30.5

25.7

28.5 28.3

27.7 28.6

31.1

27.5

26.0 28.5

29.6

29.529.1

29.7

28.9

25.4

31.030.7

25.9

26.0

L

L

L

L E

EH

L

L

HL

L

L H

LET

E

EE

EEL

LE

L

LL

E

L

L LL

LEL

L

LH

EL

LE

L

L

ETL

E E L

EL

E

HLETL

L

LE

L

L L

LH L

L

E ETL

E

E

L

L

L

LL

L

L

L

L

LL

EE

LE

L

L

E

EEL

¯»

ÀA

UK

EN

GR

OA

D

¹D

±×

±×

¹D

¹D

±×

Ra

mp

FP

FB

Ra

mp

FP

FP

Road

Road

FP

FP

Ramp

FB

FP

FB

pkwok

Text Box

Appendix E2

pkwok

Text Box

Appendix E2

MAINTENANCE ACCESS

ZAA1000461

SGJ1019000

IL 19.45

SGJ1021621

SGJ1007430

X1 21.91-900A2 22.66-225A1 21.95-900CL 24.51SMH1045149

X1 19.59-1200A2 20.62-450A1 19.65-1200CL 22.75SMH1045140

X1 20.71-100

SCH1029540

X1 19.69-1200A2 19.69-1050A1 20.20-300CL 22.50SMH1045141

X2 300X1 100A2 300A1 100SCH1029560

X1 19.73-1050A1 19.73-1050CL 22.55SMH1046263

X1 20.35-100A1 20.35-100SCH1029541

X1 20.48-1050A1 20.59-1050CL 22.66SMH1045142

X1 21.75-900A1 21.79-900CL 24.29SMH1045148

X1 20.35-100A1 20.35-100SCH1029561

X1 21.50-900A1 21.58-900CL 24.08SMH1045147

X1 20.61-1050A1 20.67-1050CL 23.05SMH1045143

X1 21.37-900A2 21.38-900A1 21.43-375CL 23.94SMH1045146

X1 20.78-1050A3 300A2 20.84-900A1 21.62-300CL 23.44SMH1045144

X1 21.01-900A1 21.13-900CL 23.69SMH1045145

X1 19.86-150A1 19.86-100SCH1029542

A1 19.45-1200

SNF1010300

X1 19.86-150A1 19.84-100SCH1029562

IL 17.25

IL 18.72

IL 18.99

IL 19.40

IL 19.40

1200

100

1050

9001050

900

100

100

100

1050 900

100

100

100

100

900

1050

900

900300

UC

300

UC

450UC

300

UC

300

UC

450SC

450UC

300

UC

300

UC

100

100

100

1200C

1200

C

1200

C

1200C

1200C

1200

C

1200

C

1200

C

DW

F

CH

AN

NE

L

DW

F

CH

AN

NE

L

DW

F

CH

AN

NE

L

SGJ1007429

SGJ1007428

SGJ1019001

SGJ1007424

SGJ1007427

IL 17.11

300

UC

300

UC

1000SC

300

UC

300

UC

450UC

1000SC

TR

AP

EZ

OID

AL

CH

AN

NE

L

21000

Channel

210

00

Channel

210

00

Channel

TR

AP

EZ

OID

AL

CH

AN

NE

L

210

00

Channel

210

00

Channel

210

00

Channel

10 0 20 40 60 80 100


Metres


525

375

225

X1

A2

A1

CL

SMH7000123

1.14-525

1.29-375

1.14-225

4.68

1.

2.

3.





SCALE 1 : 500

eg.

4.







Manhole number

Flow Channel





or equal to 1200mm:


Map data renewed on

Metres

a complete record.




6.




Legend :

SSDS(100)

SSDS(200)

SSDS(100)

SSDS(200)






1




1

QZIA

8

DWF Interceptor

8




PPPP

>

PP

>

UC / SC

UC / SC

>

UC / SC

RM RM

VS VS

Slope Boundary

Slope Number

Slope Sign Board

7.




11SW-D/CR8888

C














SSH

8

FSH

8

Storm Water Manhole



Sewer Manhole



Combined Manhole

Catchpit

Desilting Opening

Inspection Opening


Sand Trap

Inlet

Outlet

Drainage Reserve

NNNN







Abandoned Pipe





Works In Progress

Rising Main

Vaccum Sewer

(Storm/Sewer)



N

A

O

R


Water Gauge

Valve





Gully Sump / Gully

8

450-LEFT

SYJXXXXXXX



450-LEFT

FYJXXXXXXX

8

450-LEFT

CYJXXXXXXX


837500N 837500N

837600N 837600N

837700N 837700N

837800N 837800N

828875E

828875E

829250E

829250E

828900E

828900E

829000E

829000E

829100E

829100E

829200E

829200E

2-SE-20C-2

2-SE-20A-4

2-S

E-2

0D-1

2-SE-20C-4

2-S

E-2

0C-1

16-11-2015

May 2015

TSTS

TSTSTS

TS

TS

TSTS

TS TS

TS

TSTSR

R

R

TS

TS

TS

TS

TS

TS TS

TS

TS

TS

TS

TS

TSTS

TS

TSTS

TSTSTS TS

TS

TSTS

TS TS

TS

TS

TS

TSTSTS

TS

TS

TS

TS

TSTS

TS

TSTSTS

R

RR

51

49A

14

49

12-13

14A10

-11

9B

8 11A

7

7A

21

11C

10A

103

6A

6

5

4

25B3

102

25

219

20 101 10

8

20

A

99

112A

100

9A1

113A

26

113B

125

27

124

66

6563

67

61

3A

3

2

5

15

8-7

1

ü®

¤

¥§ÀFibre Dam

SHR

CUL

CUL CUL

CULCUL

CUL

CUL

W

W

W

PO

21.6

19.7

21.321.0

21.8

20.2

22.4

20.0

21.9

19.6

22.9

22.4

22.1

19.222.7

24.0

20.2

24.1

23.7

22.4 24.0

22.2

24.823.8

22.720.922.3

23.3

22.622.2

22.8

24.7

23.0

25.3

22.2

22.921.9

22.321.4

22.0

22.3

23.9

22.2 23.6

25.0

24.4

22.0

22.5

L

LE

L

L

E

E

ET

E

E

L

L

E

EL

L

L

L

E

L

E

LL

L L

E

L

E

LE

EE

LE

L L E

E

L

LE E

E

L

L

L

L

EL

H

L

E L

L

LEL

L

E L

ET LL

L

HL

EE

E

L

EE

ªd

Tra

ck

FP

FP

FB

FP

FP

FP

FP

CH05+80

0

pkwok

Text Box

Appendix E2

IL 22.01

SGJ1021620

X1 19.59-1200A1 19.70-1200CL 22.44SMH1045130

X1 19.59-1200A1 19.60-1200CL 22.41SMH1050322

X1 19.50-1200A2 19.59-1200A1 20.51-600CL 22.29SMH1045131

X1 19.53-1200A2 20.44-225A1 19.55-1200CL 22.25SMH1050323

X1 19.50-1350A1 19.50-1200CL 22.57SMH1045132

X1 19.50-1350A1 19.51-1200CL 22.54SMH1050324

X1 19.50-1350A1 19.50-1350CL 22.82SMH1045133

X1 19.49-1350A1 19.50-1350CL 22.84SMH1050325

X1 19.49-1350A1 19.49-1350CL 23.07SMH1045134

A1 19.48-1350CL 23.09SMH1045135

X1 19.45-1350A1 19.48-1350CL 23.10SMH1050326

X1 19.29-1200A2 525A1 19.29-1200CL 23.70SMH1045138

X1 2350x2550A1 19.45-1350CL 23.22SMH1050327

X1 19.50-1200A2 900A1 19.56-1200CL 23.12SMH1045139

1 CELL 2350x2550 B.C

120013

50

1200

1200

100

1200

1200

1200

1200

1200

1200

1350

1350

1350

1350

1350

12

00

C

10 0 20 40 60 80 100


Metres


525

375

225

X1

A2

A1

CL

SMH7000123

1.14-525

1.29-375

1.14-225

4.68

1.

2.

3.





SCALE 1 : 500

eg.

4.







Manhole number

Flow Channel





or equal to 1200mm:


Map data renewed on

Metres

a complete record.




6.




Legend :

SSDS(100)

SSDS(200)

SSDS(100)

SSDS(200)






1




1

QZIA

8

DWF Interceptor

8




PPPP

>

PP

>

UC / SC

UC / SC

>

UC / SC

RM RM

VS VS

Slope Boundary

Slope Number

Slope Sign Board

7.




11SW-D/CR8888

C














SSH

8

FSH

8

Storm Water Manhole



Sewer Manhole



Combined Manhole

Catchpit

Desilting Opening

Inspection Opening


Sand Trap

Inlet

Outlet

Drainage Reserve

NNNN







Abandoned Pipe





Works In Progress

Rising Main

Vaccum Sewer

(Storm/Sewer)



N

A

O

R


Water Gauge

Valve





Gully Sump / Gully

8

450-LEFT

SYJXXXXXXX



450-LEFT

FYJXXXXXXX

8

450-LEFT

CYJXXXXXXX


837200N 837200N

837300N 837300N

837400N 837400N

837500N 837500N

828875E

828875E

829250E

829250E

828900E

828900E

829000E

829000E

829100E

829100E

829200E

829200E

2-SE-20C-4

2-SE-20C-2

2-S

E-20

D-3

2-SE-25A-2

2-S

E-20

C-3

16-11-2015

May 2015

TS

TS

TS

TS

TS

TSTSTS

TS

R

TS

RTS

TS

R

TSR

TS

R

R

PH

RTS

R

TS

TS

TS

TS

R

TSTS

TSR

TS

TS TS

TS

TS

TSTS

TS

R

TS

PHTS TS

TS TS

TS

9-10

11

13

1

3

27

2

¿¼®|

TA

M

SH

UI H

AN

G

TSIU KENG LO WAI

CUL

CUL

CUL

CUL

CULCULCUL

CUL

CUL

CUL

CUL

W

W

W

PO

23.5

23.2

21.9

22.8 24.0

22.2

22.2

23.723.4

23.0

23.8

24.3

23.3

22.3

22.7

23.0

23.3

22.8

21.8

22.6

22.4

24.0

22.8

23.122.9

23.1

24.6

22.3

24.7

23.222.3

23.6

23.925.125.3

23.8

25.0

25.924.6

25.5

27.7

25.9

25.1

26.1

24.0

24.3

28.5

25.1

25.8

25.2

25.1

25.1

26.0

E

ELE

H LEL

L

L

E LL

L

L

EL

E

L

L

L

E

E

E

L

E

E

E

EE

E

L

E

L

L

E

EEL

E

L

E E

L

E

E

E

LE

E

E

E

E

E

E

E

¿¼®TSIU KENG ROAD

TSIU KENG

ROAD

ªd

FP

FB

FP

Track

FP

FP

FP

FP

FP

pkwok

Text Box

Appendix E2

X1 19.81-1200A1 19.85-1500CL 23.01SMH1045124

X1 19.79-1200A3 20.17-100A2 725A1 19.88-300CL 22.94SMH1050320

X1 19.70-1200A1 19.72-1200CL 22.71SMH1045126

X1 19.62-1200A1 19.64-1200CL 22.69SMH1050321

1200

1200

10 0 20 40 60 80 100


Metres


525

375

225

X1

A2

A1

CL

SMH7000123

1.14-525

1.29-375

1.14-225

4.68

1.

2.

3.





SCALE 1 : 500

eg.

4.







Manhole number

Flow Channel





or equal to 1200mm:


Map data renewed on

Metres

a complete record.




6.




Legend :

SSDS(100)

SSDS(200)

SSDS(100)

SSDS(200)






1




1

QZIA

8

DWF Interceptor

8




PPPP

>

PP

>

UC / SC

UC / SC

>

UC / SC

RM RM

VS VS

Slope Boundary

Slope Number

Slope Sign Board

7.




11SW-D/CR8888

C














SSH

8

FSH

8

Storm Water Manhole



Sewer Manhole



Combined Manhole

Catchpit

Desilting Opening

Inspection Opening


Sand Trap

Inlet

Outlet

Drainage Reserve

NNNN







Abandoned Pipe





Works In Progress

Rising Main

Vaccum Sewer

(Storm/Sewer)



N

A

O

R


Water Gauge

Valve





Gully Sump / Gully

8

450-LEFT

SYJXXXXXXX



450-LEFT

FYJXXXXXXX

8

450-LEFT

CYJXXXXXXX


837200N 837200N

837300N 837300N

837400N 837400N

837500N 837500N

828875E

828875E

828500E

828500E

828600E

828600E

828700E

828700E

828800E

828800E

2-SE-20C-3

2-SE-20C-1

2-S

E-20

C-4

2-SE-25A-1

2-S

E-19

D-4

16-11-2015

May 2015

TSTS

TSTS

TS

TS

R

RR

TS

TSTS

TS

TSR

RTS TS

TS

R

TS

TS

ZTS

R

TSPHTS

RTS

TS

TS

TS

R

TSTS

R

TSZ

RTS

TSTSTS T

SZ

TS

TS

TS

TS TS

TS

TS

TS

TSTSTS

TS

TSR

R

TS

TS

TS

TSTS

TS

81

7C

9A

10 911A

6-7

8

19 18

21 22201720A

14

23

33

3212-13 31

30

3B

2 1A 15 4 3

13

12

11

14-15

10

9

16

17

18

1982

07

6

22

523

28

424

253

026

61

40

40

¿¼®|

¿¼®|

TSIU KENG PANG UK

TSIU KENG SAN WAI

CULCUL

CUL

CULCULCUL CULCULCUL CUL

CULCUL

CULCUL

CUL SHRCUL

CULCUL

W

W

W

WW

PO

PO

23.5

20.9

24.4 22.1

22.9

23.3

21.9

23.7

22.1

23.7

21.1

22.5

23.125.0

22.9

22.9

25.1

23.6

22.825.0

23.2

23.4

25.825.8

23.126.3

25.924.8

25.7

28.5

26.1

29.6

28.4

29.7

25.3

31.2

30.3

31.9

32.9

30.1

32.8

33.0

29.5 48.3

36.4

34.741.9

30.8

32.3

35.5

47.4

38.6

37.7

30.6

47.4

32.8

33.4

LLEE

E

EE

E

EE

L

LL

LE

E

EET

E

E

L E H LL

E

L

LE L

L

ELEL

LL

L

ETET LE

H

EE

L

E

L

E

EE

E

L EL

ET

L

EL

E LE

EL

EE

E

L

E

LL

L

L

L

E

E

L

E

L

E

E

L

E

¿¼®

TSIU KENG

ROAD

ªd

ªd

ªd

FP

FP

FP

Track

Tra

ck

FP

FP

FP

FP

FP

FP

FP

FP

Track

pkwok

Text Box

Appendix E2

SGJ1025584

X1 750

SNF1009461

750

300

UC

300

UC

300

UC

300

UC

X1 450A2 300A1 300SCH1027494

X1 1800A2 300A1 300SNF1009460

X1 300A1 300SCH1027493

300

UC

300

UC

300

UC

300UC

300UC

300UC

300UC

300

UC

300UC

300UC

1800 Channel

SGJ1007443

SGJ1019114

X1 750A1 300SCH1011841

A1 750

SNF1011941

X1 600A1 450SCH1011291

A1 600

SNF1011905

750

600

300

UC

300

UC

450

UC

450

UC

450UC

450SC

1100

SC

1000

UC

300UC

14200 Channel

14200 Channel

14200 Cha

nnel

14200

Channel

14200

Channel

15000

Channel

4m BASE WIDTH GRASSCRETE TRAPEZOIDAL CHANNEL

4m

BASE WIDTH GRASSCRETE TRAPEZOIDAL CHANNEL

4000 Channel

4000 C

hannel

4000 Cha

nnel

4000

Channel

4000 Channel

4000 Cha

nnel

4000 Channel

4000 Channel

4000 Channel

10 0 20 40 60 80 100


Metres


525

375

225

X1

A2

A1

CL

SMH7000123

1.14-525

1.29-375

1.14-225

4.68

1.

2.

3.





SCALE 1 : 500

eg.

4.







Manhole number

Flow Channel





or equal to 1200mm:


Map data renewed on

Metres

a complete record.




6.




Legend :

SSDS(100)

SSDS(200)

SSDS(100)

SSDS(200)






1




1

QZIA

8

DWF Interceptor

8




PPPP

>

PP

>

UC / SC

UC / SC

>

UC / SC

RM RM

VS VS

Slope Boundary

Slope Number

Slope Sign Board

7.




11SW-D/CR8888

C














SSH

8

FSH

8

Storm Water Manhole



Sewer Manhole



Combined Manhole

Catchpit

Desilting Opening

Inspection Opening


Sand Trap

Inlet

Outlet

Drainage Reserve

NNNN







Abandoned Pipe





Works In Progress

Rising Main

Vaccum Sewer

(Storm/Sewer)



N

A

O

R


Water Gauge

Valve





Gully Sump / Gully

8

450-LEFT

SYJXXXXXXX



450-LEFT

FYJXXXXXXX

8

450-LEFT

CYJXXXXXXX


837800N 837800N

837900N 837900N

838000N 838000N

838100N 838100N

829250E

829250E

829625E

829625E

829300E

829300E

829400E

829400E

829500E

829500E

829600E

829600E

2-SE-20B-3

2-SE-20B-1

2-S

E-2

0B-4

2-SE-20D-1

2-S

E-2

0A-4

16-11-2015

February 2015

G

U

TS

TS

TS TS

TS

TSTSTS

TS

TSTS

TS

RR

TS

Z

RR

RR

TS

R

TS

TSTS

TS

RTS

TS

TS

TS

TS

TS

TS

TS

TS

71

72

36

373334

35

39 38 38D38E

38C

40

5117

1819

2021

2225A23

2426

27 928 25

61 62 101166

4 34A

15

4B

56 2B7

82A

230 2931 28A

8A

61

½¬¶

¥§

À

Äx²

Lin Tong Mei

Basketball Court

WT

SHR

W

±Æ¤

±Æ¤

´Nullah

33.6

40.0

37.0

33.7

32.1

33.3

33.7

34.2

31.9

29.7

30.5

32.6

27.8

25.525.7

25.0

23.2 29.0

24.8

24.4

25.0

23.3

20.4

31.0

28.2

23.3

20.4

27.8

24.4

19.5

24.5

20.5 26.4

19.1

23.2

30.5

28.6

20.4

31.4

22.520.2

21.221.5

31.9

32.7

32.3

LE

L

E

E LL

E

L

ET

L L

L

E

ETL

EE

E L HL

EE

L

L

H

LE E

L L

E

E

E

L

E

L

LE

E

E

ªd

ªd

¹̧

ªd

¹D

Track

FP

Road

FP

Track

FP

Road

FP

CH00+200

pkwok

Text Box

Appendix E2

SGJ1007426

SGJ1007425

SGJ1019002

SGJ1007423

SGJ1019005

SGJ1007419

SGJ1007420

SGJ1019003

SGJ1011566

SGJ1007421

SGJ1007422

SGJ1007442

X1 1000

SIH1002280

X1 1000A2 300A1 450SCH1011820

IL 14.90

IL 16.89

IL 15.47

IL 15.20

450

UC

450

UC

1000

UC

450UC

450UC

450UC

1000

SC

450

UC

450

SC

1000

SC

1000SC

300

UC

300

UC

300

UC

1000

SC

1000

UC

1000SC

450

SC

1000

UC

1000

SC

1000

UC

1000UC

450

UC

300UC

TR

APEZ

OID

AL C

HA

NNEL

28000 Channel

28000 Channel

28000 Channel

28000

Channel

28000 Channel

21000

Channel

210

00 Cha

nnel

28000

Channel

14200 Channel

14200 Channel

14200 Channel

14200 Channel

14200 Channel

14200 Channel

2100

0 Cha

nnel

2100

0 Cha

nnel

210

00 Channel

210

00

Channel

1000SC

DWF CHANNELDWF CHANNEL

DWF CHANNEL

DWF CHANNEL

DWF CHANNEL

DWF CHANNEL

DWF CHANNEL

DWF CHANNEL

DW

F C

HAN

NEL

DW

F

CH

AN

NEL

DW

F

CH

AN

NE

L

DW

F

CH

AN

NE

L

DW

F

CH

AN

NE

L

DW

F

CH

AN

NE

L

DW

F

CH

AN

NE

L

DW

F

CH

AN

NE

L

DW

F

CH

AN

NEL

DW

F C

HAN

NEL

DWF

CHANNEL

DWF CHANNEL

DWF

CHANNEL

DW

F C

HAN

NEL

DW

F C

HA

NNEL

DW

F

CH

AN

NE

L

SGJ1019006

28000 Channel

28000 Channel

28000 Channel

28000 Channel

28000 Channel

10 0 20 40 60 80 100


Metres


525

375

225

X1

A2

A1

CL

SMH7000123

1.14-525

1.29-375

1.14-225

4.68

1.

2.

3.





SCALE 1 : 500

eg.

4.







Manhole number

Flow Channel





or equal to 1200mm:


Map data renewed on

Metres

a complete record.




6.




Legend :

SSDS(100)

SSDS(200)

SSDS(100)

SSDS(200)






1




1

QZIA

8

DWF Interceptor

8




PPPP

>

PP

>

UC / SC

UC / SC

>

UC / SC

RM RM

VS VS

Slope Boundary

Slope Number

Slope Sign Board

7.




11SW-D/CR8888

C














SSH

8

FSH

8

Storm Water Manhole



Sewer Manhole



Combined Manhole

Catchpit

Desilting Opening

Inspection Opening


Sand Trap

Inlet

Outlet

Drainage Reserve

NNNN







Abandoned Pipe





Works In Progress

Rising Main

Vaccum Sewer

(Storm/Sewer)



N

A

O

R


Water Gauge

Valve





Gully Sump / Gully

8

450-LEFT

SYJXXXXXXX



450-LEFT

FYJXXXXXXX

8

450-LEFT

CYJXXXXXXX


837800N 837800N

837900N 837900N

838000N 838000N

838100N 838100N

828875E

828875E

829250E

829250E

828900E

828900E

829000E

829000E

829100E

829100E

829200E

829200E

2-SE-20A-4

2-SE-20A-2

2-S

E-20

B-3

2-SE-20C-2

2-S

E-2

0A-3

16-11-2015

May 2014

U

TS

TS

TS TSTSTS TS

TS

TS TS

TS

TSTS

TS

TSTS

TS

TS TS

R

RTS

TS

RR

TSRR

R

TS RTS

R

TS

R

TS

Z

R

R

TS

R

TS

TS

TS

RRTS TS

R

R R

RR

RTS

TSTS

TS

TS

¼B¯ª

44C

45-46

36

45

A 38

26

TAM SHUI HANG

CUL

CUL

CUL

CUL

25.718.2

34.4

26.628.4

23.7

18.8

18.8

18.1

17.3

19.2

17.9

19.1

17.6

24.1

17.1

17.3

17.1

17.3

18.3

17.5

18.017.8

19.6

18.219.3

20.0

20.3

21.0

19.018.7

18.6

20.7

19.2

21.0

20.9

19.2

E L

L

E

L

L

LLE

E

L

L

L

EL L

EE

L L

EL

ET

E

EL

E

L

L

E

E

E

L

LE

L

E

L

E

E

EL

E

E

EL

L E

LE

L

E

E

E

L

L

E

¹D

ªd

±×

±×

ªd

Road

FP

Track

FP

Ramp

Track

Ramp

FB

FP

FP

FP

FP

Trac

k

FP

FP

FP

CH05

+200

CH05

+4

00

CH00+0

00

CH05

+600

pkwok

Text Box

Appendix E2

DW

F

CH

AN

NE

L

DW

F

CH

AN

NEL

DW

F C

HAN

NEL

DWF CHANNEL

DWF CHANNEL

DWF CHANNEL

DWF CHANNEL

DWF CHANNEL

DWF CHANNEL

DWF CHANNEL

DW

F

CH

AN

NE

L

SGJ1011567

SGJ1019007

IL 12.91

IL 14.15

450

SC

450

SC

28000

Channel

28000

Channel

28000

Channel

28000

Channel

TRAPEZOIDAL CHANNEL

28000

Channel

28000

Channel

10 0 20 40 60 80 100


Metres


525

375

225

X1

A2

A1

CL

SMH7000123

1.14-525

1.29-375

1.14-225

4.68

1.

2.

3.





SCALE 1 : 500

eg.

4.







Manhole number

Flow Channel





or equal to 1200mm:


Map data renewed on

Metres

a complete record.




6.




Legend :

SSDS(100)

SSDS(200)

SSDS(100)

SSDS(200)






1




1

QZIA

8

DWF Interceptor

8




PPPP

>

PP

>

UC / SC

UC / SC

>

UC / SC

RM RM

VS VS

Slope Boundary

Slope Number

Slope Sign Board

7.




11SW-D/CR8888

C














SSH

8

FSH

8

Storm Water Manhole



Sewer Manhole



Combined Manhole

Catchpit

Desilting Opening

Inspection Opening


Sand Trap

Inlet

Outlet

Drainage Reserve

NNNN







Abandoned Pipe





Works In Progress

Rising Main

Vaccum Sewer

(Storm/Sewer)



N

A

O

R


Water Gauge

Valve





Gully Sump / Gully

8

450-LEFT

SYJXXXXXXX



450-LEFT

FYJXXXXXXX

8

450-LEFT

CYJXXXXXXX


837800N 837800N

837900N 837900N

838000N 838000N

838100N 838100N

828875E

828875E

828500E

828500E

828600E

828600E

828700E

828700E

828800E

828800E

2-SE-20A-3

2-SE-20A-1

2-S

E-2

0A-4

2-SE-20C-1

2-S

E-19

B-4

16-11-2015

May 2014

TS

TS

TS

R

TS

TS

TS

TS

TSTS

TSPH

TS

TS TS

R

TS

TSPH

TS

TS

R

R

RTS

TS

TS

TS

TS

TS

TS RR

TSTS

TS

TS

TSTS PH TS

2A

16

ü®¤

TAM SHUI HANG

W

PO

15.4

15.9

15.7

16.0

17.6

16.6

15.4

16.7

16.8

17.7

15.5 15.8

15.9

17.7

18.0

16.5

19.2

18.6

18.9

19.0

17.3

17.4

19.9

19.5

19.5

19.9

20.5

L L

E

E

L

L

E

E

LL

E

E

HE

L

LL

L

E

E

L

L

EE

L

L

E

EL

L

E

L

EL

E

L

L

LL

ªd

±×

FB

Track

FP

FP

Ra

mp

FP

FP

FP

FP

CH05+000

pkwok

Text Box

Appendix E2

SGJ1007409

SGJ1007410

SGJ1007412

SGJ1007413

SGJ1019060

SGJ1007416

SGJ1007414

X1 600A1 450SIH1002263

X1 300A1 300SCH1011446

X1 300A2 300A1 300SCH1011445

X1 600A2 300A1 300SCH1011447

X1 300A2 300A1 300SCH1011448

X2 300X1 300A1 300SCH1011449

IL 12.41

IL 12.40

IL 12.81

600

300

300

300

300

UC

300

UC

450SC

300

UC

450SC

300

UC

300

UC

300

UC

300

UC

300UC

300

UC

300

UC

450SC

300

UC

450SC

450SC

300UC

300

UC

1000SC

28000

Channel

28000

Channel

28000

Channel

28000

Channel

28000

Channel

28000

Channel

28000

Channel

600

DW

F

CH

AN

NE

L

SGJ1016964

IL 10.56

IL 10.62

IL 12.41

2 CELLS

2000x1

500 B.

C

300

UC

300

UC

TR

AP

EZ

OID

AL

CH

AN

NE

L

28000

Channel

28000

Channel

28000

Channel

28000

Channel

10 0 20 40 60 80 100


Metres


525

375

225

X1

A2

A1

CL

SMH7000123

1.14-525

1.29-375

1.14-225

4.68

1.

2.

3.





SCALE 1 : 500

eg.

4.







Manhole number

Flow Channel





or equal to 1200mm:


Map data renewed on

Metres

a complete record.




6.




Legend :

SSDS(100)

SSDS(200)

SSDS(100)

SSDS(200)






1




1

QZIA

8

DWF Interceptor

8




PPPP

>

PP

>

UC / SC

UC / SC

>

UC / SC

RM RM

VS VS

Slope Boundary

Slope Number

Slope Sign Board

7.




11SW-D/CR8888

C














SSH

8

FSH

8

Storm Water Manhole



Sewer Manhole



Combined Manhole

Catchpit

Desilting Opening

Inspection Opening


Sand Trap

Inlet

Outlet

Drainage Reserve

NNNN







Abandoned Pipe





Works In Progress

Rising Main

Vaccum Sewer

(Storm/Sewer)



N

A

O

R


Water Gauge

Valve





Gully Sump / Gully

8

450-LEFT

SYJXXXXXXX



450-LEFT

FYJXXXXXXX

8

450-LEFT

CYJXXXXXXX


838100N 838100N

838200N 838200N

838300N 838300N

838400N 838400N

828875E

828875E

828500E

828500E

828600E

828600E

828700E

828700E

828800E

828800E

2-SE-20A-1

2-SE-15C-3

2-S

E-20

A-2

2-SE-20A-3

2-S

E-19

B-2

16-11-2015

May 2014

TSR

PH

R

R

TS

TS

R

TS

TS

PH

PH

TS

TS R

TS

TSR

TS

RTS

TS

TS

PHR

TSR

R

R

TS

TS

PH

TS

R

R

TS

TS

R

R

TSTS

9

10A

16

CUL

W

W

PO

17.413.7

13.916.616.5

16.7

16.9

14.915.8

16.0 17.6

17.3

13.8

17.6 17.9

17.9 17.6

16.2

18.0

14.1

14.3

18.1

16.4

18.0

14.7

14.2

14.914.7

14.816.4

16.915.2

17.7

15.3

15.114.7

15.6

16.0

15.0 15.5

16.5

15.3

L

ET

H

L

E

E

E

LL

L

L

E

E

E

E

L

E

E

L

L

E

LL

L

E

EET

L

L L

EL

E

EE

E

L

E L

LE

LE

L L

LE

E EE L

EL

H

E

¹D

¹D

ªd

Road

FP

FP

FP

FB Road

FB

Track

CH04+600

CH04+800

pkwok

Text Box

Appendix E2

450UC

450UC

28000 Channel

SGJ1007405

SGJ1019063

1000

SC

1000

UC450UC

450UC450UC

450UC

600

SC

28000 Channel

28000 Channel

28000 Channel

28000 Channel

28000 Channel

28000 Channel

28000 Channel

SGJ1019065

SGJ1017051

SGJ1019064

SGJ1017043

IL 9.13

IL 8.54

IL 8.75

IL 8.91

2

CE

LLS 2000x1500

B.C

2

CELLS 2000x15

00

B.C

300UC

300

UC

300UC

225

UC

TR

APEZ

OID

AL C

HAN

NEL

28000

Channel

28000

Channel

28000

Channel

28000

Channel

28000 Cha

nnel

28000 Channel

DWF CHANNEL

DW

F C

HAN

NEL

DW

F

CH

AN

NE

L

SGJ1017053

IL 8.31

2 CELLS 2000x1500 B.C

300

UC

300

UC

300

UC

300

UC

300

UC

300

UC

300

UC

300

UC

300

UC

28000

Channel

28000

Channel

10 0 20 40 60 80 100


Metres


525

375

225

X1

A2

A1

CL

SMH7000123

1.14-525

1.29-375

1.14-225

4.68

1.

2.

3.





SCALE 1 : 500

eg.

4.







Manhole number

Flow Channel





or equal to 1200mm:


Map data renewed on

Metres

a complete record.




6.




Legend :

SSDS(100)

SSDS(200)

SSDS(100)

SSDS(200)






1




1

QZIA

8

DWF Interceptor

8




PPPP

>

PP

>

UC / SC

UC / SC

>

UC / SC

RM RM

VS VS

Slope Boundary

Slope Number

Slope Sign Board

7.




11SW-D/CR8888

C














SSH

8

FSH

8

Storm Water Manhole



Sewer Manhole



Combined Manhole

Catchpit

Desilting Opening

Inspection Opening


Sand Trap

Inlet

Outlet

Drainage Reserve

NNNN







Abandoned Pipe





Works In Progress

Rising Main

Vaccum Sewer

(Storm/Sewer)



N

A

O

R


Water Gauge

Valve





Gully Sump / Gully

8

450-LEFT

SYJXXXXXXX



450-LEFT

FYJXXXXXXX

8

450-LEFT

CYJXXXXXXX


838700N 838700N

838800N 838800N

838900N 838900N

839000N 839000N

828125E

828125E

828200E

828200E

828300E

828300E

828400E

828400E

828500E

828500E

2-SE-14D-2

2-SE-14B-4

2-S

E-15

C-1

2-SE-14D-4

2-S

E-14

D-1

16-11-2015

August 2014

TSTSR

TS

TS

R

R

RTS

R

TS

TSTS

P

TS

TS

TSTS TS

TS

TSTS

TS

TS

TS

TS

TS

TS

TS

TS

R

613

608B

605

603

602Block

18

601

Block

17

Block

21

Block1

6

Block

20

Block

15

Block23

Block

19

Block22

Block

6

Block 1

Block 2

Block 3

Block 4

Block 5

Block 11

Block 9

Block10

Block 8

Block 7

Block14 Block12Block13

411

412

413

408

407

406

401

12

12

14

¥þÄR§|

ÅS¤Ñ

Âù³

GRAND GARDEN

HANG TAU

Open Storage

ESS

SHEU

NG

YUE RIV

ER (RIV

ER BEAS)

CUL

INC

CUL

CUL

W

SHR

PO

PO

13.0

14.9

11.2

13.1

11.6

10.4

12.9

12.212.4

10.4

11.9

11.311.6

13.2

13.1

12.5

13.0

11.8 12.8

13.0

12.712.8

12.1

13.1

12.412.2

13.412.6

11.6

11.2

11.0

14.1

12.5

11.3

11.913.0

11.516.2

11.0

14.0

13.0

14.7

11.5

E

L

E

E

L

E

L

H

L

E

LL

L

EH

L

E

E

E

E

E

EL

LEL

ET

LL

L

¹D

¹D

¹D

Road

Road

FB

Road

FB

FP

CH03+800

CH04+000

CH04

+200

pkwok

Text Box

Appendix E2

SGJ1007406

450

10 0 20 40 60 80 100


Metres


525

375

225

X1

A2

A1

CL

SMH7000123

1.14-525

1.29-375

1.14-225

4.68

1.

2.

3.





SCALE 1 : 500

eg.

4.







Manhole number

Flow Channel





or equal to 1200mm:


Map data renewed on

Metres

a complete record.




6.




Legend :

SSDS(100)

SSDS(200)

SSDS(100)

SSDS(200)






1




1

QZIA

8

DWF Interceptor

8




PPPP

>

PP

>

UC / SC

UC / SC

>

UC / SC

RM RM

VS VS

Slope Boundary

Slope Number

Slope Sign Board

7.




11SW-D/CR8888

C














SSH

8

FSH

8

Storm Water Manhole



Sewer Manhole



Combined Manhole

Catchpit

Desilting Opening

Inspection Opening


Sand Trap

Inlet

Outlet

Drainage Reserve

NNNN







Abandoned Pipe





Works In Progress

Rising Main

Vaccum Sewer

(Storm/Sewer)



N

A

O

R


Water Gauge

Valve





Gully Sump / Gully

8

450-LEFT

SYJXXXXXXX



450-LEFT

FYJXXXXXXX

8

450-LEFT

CYJXXXXXXX


838400N 838400N

838500N 838500N

838600N 838600N

838700N 838700N

828125E

828125E

828200E

828200E

828300E

828300E

828400E

828400E

828500E

828500E

2-SE-14D-4

2-SE-14D-2

2-S

E-15

C-3

2-SE-19B-2

2-S

E-14

D-3

16-11-2015

August 2014

G

G

G

TS

TS

TSR

R

TS

TS TSTS

TS

TSTS TS

TSTS TS

TS

TS

TS

R

R

TSTS

R

TSTS

TSTS

TSTS

TS TS

TS

TSTS

TS

R

TSTS

TS

TSTS

12

12

12

14

14

20

32

1420

14

W

WW

W

PO

11.5

14.8

11.3

14.8

15.0

17.3

14.9

12.9

15.617.2

15.6

14.5

17.0

14.4

18.321.8

15.1

15.5

15.5

14.1

17.8

32.2

15.9

15.7

29.1

17.1

16.3

17.9

18.0

LE

L EL

E

LE L

LH

EL

E

LE

E

L

EE L

L

ET

L

E

E L

L

E

E

E

EL

EL

EL

E

E

EET

E LL

E

L

E

E

EE

E

ªd

ªd

FP

FP

FB

FB

FP

FB

FB

FP

FP

FB

FP

FP

FP

Tra

ck

Track

pkwok

Text Box

Appendix E2

VG1770-Z1

H3349 -A1

H3350 -A1

H3351 -A1

H3352 -A1

H3353 -A1

H3354 -A1

H3355 -A1

H3356 -A1

H3357 -A1

H3358 -A1

H3359 -A1

H3360 -A1

H3361 -A1

H3362 -A1

H3363 -A1

H3364 -A1

H3365 -A1

H3366 -A1

H3367 -A1

H3368 -A1

V1567 -Z1

V2801 -Z1

V2802 -Z1

V2803 -Z1

VA2270-Z1

VA2271-Z1

VA2272-Z1

FA4049-A1

FA4050-A1

FA4051-A1

FA4052-A1

FA4053-A1

FA4054-A1

FA4055-A1

FA4056-A1

VA8402-A1

VA8401-A1

VG1815-A1VA8378-Z1

VA8377-Z1

VA8400-Z1

VA8399-A1

VA8398-A1

VA8396-Z1

VD0260-Z1

VD0259-Z1

VD0258-Z1

VD0257-Z1

VD0256-Z1

VD0255-Z1

VG0190-A1

VG2463-Z1

VG2462-Z1

AD1415-Z1AD1414-Z1

VD4514-Z1

VD4513-Z1

VD4512-Z1

VD4511-Z1

VD4510-Z1

VD4509-Z1

VD4508-Z1

VD4507-Z1

VD4506-Z1

VD4505-Z1

VD4504-Z1

VD4503-Z1

VD4494-Z1

VD4493-Z1

VD4492-Z1

VD4491-Z1

VD4490-Z1

VD4502-Z1

VD4495-Z1

VD4496-Z1

VD4497-Z1

VG1801-A1

VD7587-Z1

H3369 -Z1

VD9196-Z1

VD9197-Z1

VD9198-Z1

VG2091-Z1

VG2456-Z1

VG2457-Z1

VG2458-Z1VG2459-Z1

00320 - POLE

00861 - POLE

VG1770

H3349

H3350

H3351

H3352

H3353

H3354

H3355

H3356

H3357

H3358

H3359

H3360

H3361

H3362

H3363

H3364

H3365

H3366

H3367

H3368

V1567

V2801

V2802

V2803

VA2270

VA2271

VA2272

FA4049

FA4050

FA4051

FA4052

FA4053

FA4054

FA4055

FA4056

VA8402

VA8401

VG1815VA8378

VA8377

VA8400

VA8399

VA8398

VA8396

VD0260

VD0259

VD0258

VD0257

VD0256

VD0255

VG0190

VG2463

VG2462

AD1415AD1414

VD4514

VD4513

VD4512

VD4511

VD4510

VD4509

VD4508

VD4507

VD4506

VD4505

VD4504

VD4503

VD4494

VD4493

VD4492

VD4491

VD4490

VD4502

VD4495

VD4496

VD4497

VG1801

VD7587

H3369

VD9196

VD9197

VD9198

VG2091

VG2456

VG2457

VG2458VG2459

00320

00861

TSTS

TS TS

TS

TS

TS

TSTS

TSTS TS

TSTSTS

TS TS

TSTSTS TSTS TS

TS

TSTS

TSTS

TS

TS TS

TS

TSTSTSTS

TSTS

TS

TS TS

TS

TSTS

TS

TSTS TS

TS TS

R

TS TS

TS R

TSTS

TS

TSTS

TS

TS

TSTS TS

TS

TS TS

TS

TS

TS TS

TS

TS

R

TSTS

TSTS

TS

TS

TSTS

TS

R

TSTS

TS

TS

TSTS TS

TS TS

TS

TS TS

TS TSTS

TSTS

TSTS TS

TSTS

TS

TS TS R TS

TS R

TSRRTS TS

RTS

RTS R

TS TS

RR TSTS

TSTS

TSTS

TSTS R

RR

TS R

TSTSTS R

TSTS

RTS R

TSTS R

TS

TSTS

R

TSTSR

TS

TS

TSTS

TS

R

R

TS TS R TS

TS

TSTS R

TS

TSTSTS

TS TSTS

TS TS R

TSTS

TS R

TS TSTS

TS

TSTS

TSTS

TS TSTS

TS

TSTSTS

TSTS TS

TS TS

TS

TS

TS TS

TS

TSTSTS

TSTS

TSTS

TS

TS

TSR

TSTS

RTS TS

TS

TSTSTS

TS R

TS TSTS

TSTS

TS

TS

TS

TS

TS

513

u⁄

|§YÀ

Factory

Hang Tau Tai Po

Burial Urns

'°Þ

CUL

CUL

G

CUL

CUL

CUL

G

GG

G

G

G

G

G

G

G

G

GG

G

G

G

G

G

G

G

G

G

G

G

G

W

SHR

PO

PO

POPO

PO

PO

PO PO

PO

12.171.3

12.5

65.9

15.4 8.1

22.712.011.8

12.3

12.0

22.1

12.2

12.6

10.8

12.4

12.4

13.1

21.4 12.4

12.812.6113.3

100.1

13.215.0

13.212.924.9

10.1

17.2

8.4

21.8

13.1

14.1

12.9

12.612.4

12.915.8

8.493.2

13.9 12.5

12.4

94.9

9.0

13.2

20.1

12.410.2

12.9

18.6

114.8

142.911.5

113.3

13.024.9

8.814.8

13.9

12.7

141.4

12.8

11.9

13.39.0

25.1

12.2

8.9

22.1

17.9

12.213.6

11.7

10.4

14.6

11.013.8

11.6

9.3

14.0

12.8

12.7

11.7

22.9

26.2

15.2

14.7

9.310.4

8.8

9.512.0

26.2

22.414.4

17.1

9.1

12.7

37.420.9

11.533.1

16.319.3 13.2

10.0

30.8

9.522.4

11.5

12.9

23.0

21.7

27.2

23.3

28.1

13.411.5

20.4

18.124.9

12.2

20.2

15.1

14.3

12.723.0

18.3

15.0

12.9

23.2

21.410.1

9.712.7

12.4

13.0 12.222.3

17.7

14.416.8

11.518.1

12.8

34.510.6

12.2

30.3

9.9

17.3 11.012.9

13.1

38.0

25.5

15.918.2

10.4

13.48.8

32.7

13.719.311.8

22.711.612.4

21.0

26.3

14.3

12.1

15.5

12.518.4

10.2

19.414.1

13.722.7

26.5

28.9

11.415.3

ETL

EET

E

LE

L

HE

L

H

EL

L

L

L

L

LEE E

LE

EL

E E

E

EL

L

LL

EL

E

HET

L

L

L

L

ET

E

E

L L

E

E

L

L

E

E

EET

E

LL

E

E

E E

EL

LE LE

E

LL

LL

E

E LL E

LETL

EL

E

E

E

LL

L

E EE

E

L

LE

H

EL L

ETL

L EEHE E E

EE

L

E

L

E

L

E L

LE

L L

E ET

ET

L L

L

L

L

E

L

H

L

E

L ETE

EE

LEEE

LEL ETE E

HH

ET

E

L E

L

E

E

L

E

L

L

ETE

LE

E

ET

EE

LL

LE

E L

EE

LH

E

E LL

L

E

E

L

FB

FB

FB

Oct 2015

pkwok

Text Box

Map Sheet: 2SE-14B

pkwok

Text Box

Appendix E3

P.T.

AD1416-Z1 AD1417-A1AD1418-A1

AD1419-A1

V2798 -A1

VA6308-A1

VA6309-A1

VA6310-Z1

VA6311-A1

VA6312-A1

FA4048-A1

FA4045-A1

FA4044-A1

FA4043-A1

FA4042-A1

FA4046-A1

FA4047-A1

V8900 -Z1

VD0261-Z1

VD0262-Z1

VD0263-Z1

VD0264-Z1

VD0265-Z1

VD0266-Z1

VD0267-Z1

VD0268-Z1

VD3139-A1

VD3138-A1VD3146-A1

VD3145-A1

VD3144-A1

VD3143-A1

VD3142-A1

VD3141-A1

VD3140-A1

VD1330-Z1

VD1329-Z1

VD1328-Z1

VD1327-Z1

VD1326-Z1

VD1325-Z1

VD1324-Z1

VD1323-Z1

VD1322-Z1

VD1321-Z1

VD1320-Z1

VD1319-Z1

VD1318-Z1

VD1317-Z1

VD1315-Z1

VD1316-Z1

VD1494-Z1

VD4498-Z1

VD4499-Z1

VD4500-Z1

VD4501-Z1

VD6733-Z1

VD6732-Z1

VD6731-Z1

VD6735-Z1

VD6734-Z1

VD6736-Z1

VD6737-Z1

VD6738-Z1

VD6739-Z1

VD6740-Z1

VD6741-Z1

VD7411-Z1

VD7413-Z1

VD7412-Z1

VD7806-Z1

VD7807-Z1

VD9168-Z1

VD9167-Z1

VD9164-Z1

VD9163-Z1

VD9165-Z1

90433 - POLE

AD1416 AD1417AD1418

AD1419

V2798

VA6308

VA6309

VA6310

VA6311

VA6312

FA4048

FA4045

FA4044

FA4043

FA4042

FA4046

FA4047

V8900

VD0261

VD0262

VD0263

VD0264

VD0265

VD0266

VD0267

VD0268

VD3139

VD3138VD3146

VD3145

VD3144

VD3143

VD3142

VD3141

VD3140

VD1330

VD1329

VD1328

VD1327

VD1326

VD1325

VD1324

VD1323

VD1322

VD1321

VD1320

VD1319

VD1318

VD1317

VD1315

VD1316

VD1494

VD4498

VD4499

VD4500

VD4501

VD6733

VD6732

VD6731

VD6735

VD6734

VD6736

VD6737

VD6738

VD6739

VD6740

VD6741

VD7411

VD7413

VD7412

VD7806

VD7807

VD9168

VD9167

VD9164

VD9163

VD9165

90433

TSTS

TSTSR

TSTS

TS

RTS

TS R

RTS

TS

TS

TS

TS TSR

R

TS

TSTS TS

TS

TSTSTS

R

TS

TS

TSTSR

TS

TSR

TSTS

TS

TSTS

TSTS

TSTS

P

TSTS

TS

TSTS TSR

TS

TSTS TS

TS TSR

TS

TS TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

R

TS

TS RTS

TS

TS

TS

TS

TSTS

TS

TSTS R

RTS

TSTS

TS

TSTS TS

TS

TS TSTS

TSTS TS

TS

TSTS

TS

TSTS TS

TSTS

TSTS

TS

TSTS

TS

TS

R

TS TSTS

TS

TSTS

TSTS

TS

TSTS

TS TSTS

TS

TS

TSTS

TS

TSTS

TS

TSTS

|§

S¯Ñ⁄

HANG TAU

Open Storage

'°Þ

CUL

G

G

INC

G

G

CUL

CUL

G

G

Burial Urns

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

W

SHR

W

W

W

W

WW

PO

PO

PO

PO

PO

PO

PO

PO

13.0

14.926.2

19.7

26.5

11.2

13.1

11.6

15.710.4

12.9

21.2

18.1

23.325.5

12.212.4

16.9

19.7

18.8

10.4

18.9 11.9

11.311.6

21.810.4

13.2

13.1

19.612.5

24.4

23.8

26.8

13.026.3

11.8 12.825.2

26.1

13.024.3

12.730.1 12.8

12.1

26.3

13.1

12.412.2

22.8

25.5

13.412.6

11.6

11.2

11.0

48.3

42.7

43.4

17.6

14.1

48.3

12.5

48.4

11.3

11.913.0

32.3

45.2

11.520.4 16.2

38.3

11.0

14.0

13.0

14.7

52.1

22.9

18.6

50.9

11.5

53.014.8

11.3

52.2

14.815.8

15.0

21.9

26.8

60.6

25.3

20.7

17.3

14.9

32.3

12.9

22.6

15.617.2

15.6

14.5

27.6

17.026.8

14.4

18.321.8

30.5 15.1

31.2

15.5

15.5

14.1

25.2

27.9

17.8

26.7

32.2

15.9

15.7

29.1

27.9

17.1

16.3

17.9

18.0

E

E

ETL L

L

E

L

E

L

E

H

LE LL

ET

L

LL

EL

E LE L

LL

EE

L

LE E

LLE

LH

L

E

L

LE

L

LE

LE

L

E

L

LL

L LETE

L

EH

LE

LEL E

EE

E

LE

E

E

E

ELEE

E

E

E

E

E

ETL

E

EL EL

LEL

ET

LL

LL

LE

LEL E

L

E

LE L

LH

LL

EL

E

LE

EE

L L

E

EH

E L

L

L

EL

E

ET

L

E

EE

E L

L

E

E

E

L

E

EL

EL

EL

E

EE E E

ETE

E LLE

EE

EL

E

E

EE

E

FB

FB

FB

FB

FB

FB

FP

FB

Oct 2015

pkwok

Text Box

Map Sheet: 2SE-14D

pkwok

Text Box

Appendix E3

P.T.P.T

.

P.T.N.O.EN.O.N

.O.

N.O

.

CD0873-A1

AD1421-A1

VD4760-A1

EA8995-A1

EA8996-A1

EA8997-A1

EA8998-A1

EA8999-A1

EA9000-A1

V5599 -A1

V5600 -Z1

V5601 -Z1

EA8992-A1

EA8991-A1

EA8990-A1

EA8980-A1

EA8979-A1

EA8978-A1

EA8977-A1

EA8975-A1

EA8974-A1

EA8972-A1

AJ2421-B2

AJ2420-B2

AJ0266-A1

AJ0267-A1

AJ0268-A1

V2795 -A1

V8895 -Z1

V8896 -A1

VA7047-A1

VA7048-Z1

VA7049-Z1

VA7050-A1

VA7051-Z1

VA7052-Z1

VA7053-Z1

VA7054-Z1

VA7055-Z1

VA7056-Z1

VA9213-Z1

AD3018-A1

AD3019-A1

VD7802-Z1

VD7801-Z1

VD3095-A1

VD3097-A1

AD1404-A1

VD3152-A1

VD3151-A1

VD3148-A1

VD3147-A1

VD3153-A1

VD3091-A1

VD3092-A1

VD3093-A1

VD3094-A1

AD4154-A1

AD4153-A1

AD4152-A1

AD1420-A1

BD1585-A1

BD1586-A1

BD1587-A1

BD1588-A1

BD1589-A1BD1590-A1

BD1591-A1

BD1592-A1

BD1593-A1

BD1594-A1

VG1179-H1

VD7414-Z1

VD7795-Z1

VD7796-Z1

VD7797-Z1

VD7798-Z1

VD7799-Z1

VD7800-Z1

VD7803-Z1

VD7804-Z1

VD7805-Z1

CD0871-A1

CD0872-A1

VD9178-Z1

VD9179-Z1

VD9169-Z1

VD9170-Z1

VD9171-Z1

VG1776-Z1

VG1775-Z1

VG1777-Z1

VG1774-Z1

VG2453-Z1

95106 - POLE

95861 - POLE

99070 - POLE

CD0873

AD1421

VD4760

EA8995

EA8996

EA8997

EA8998

EA8999

EA9000

V5599

V5600

V5601

EA8992

EA8991

EA8990

EA8980

EA8979

EA8978

EA8977

EA8975

EA8974

EA8972

AJ2421

AJ2420

AJ0266

AJ0267

AJ0268

V2795

V8895

V8896

VA7047

VA7048

VA7049

VA7050

VA7051

VA7052

VA7053

VA7054

VA7055

VA7056

VA9213

AD3018

AD3019

VD7802

VD7801

VD3095

VD3097

AD1404

VD3152

VD3151

VD3148

VD3147

VD3153

VD3091

VD3092

VD3093

VD3094

AD4154

AD4153

AD4152

AD1420

BD1585

BD1586

BD1587

BD1588

BD1589BD1590

BD1591

BD1592

BD1593

BD1594

VG1179

VD7414

VD7795

VD7796

VD7797

VD7798

VD7799

VD7800

VD7803

VD7804

VD7805

CD0871

CD0872

VD9178

VD9179

VD9169

VD9170

VD9171

VG1776

VG1775

VG1777

VG1774

VG2453

95106

95861

99070

TS

TS

TS

TS TS

TSTS TS

TS

TS

TSR

RTS R

TS

R TS

TS TSTSTS

TSTS

TS TS

TSTS TS

R

TSTS TSTS

TSTSTS

TSR

TSR

TSTS TS

TS

TS

TSTS

TSTS

TS TS TSTS

TS

TS

TS TSTS

TSTS

RTS TSTSTS

TSTS

TS

TS TSTS

TS TS TSTS

TS TSTS

TSTSTS

TSTS TSTS

TS

TS

TSTS

TSTSTS R

TSTS

TS TSTS

TSTSTSTS TS

TSTS

TS

TS TS TS

TS

TSTS

TS TS

TS

R

TS

TS

TSTS

TS TS

TS

P

TS

TS

TS

TS

RC

P

TS TSR

TSTSR

TS

TSTS

TS

TSR

TS TSR

R

TSTS

TSTS

RTS

TSTS

TSTS TSTS

RR

TS

RTS RTS

TSTS

TSTS

TSTS

TSTS

RTS R

TS

TSTS TS TS

TS

TSTS

R

TSRCP

TS

TS

TS TSTS

TS

TSTSTS TSTS

TS

TSTS

TS TS

TSTS TS

TS

TSTS TS

TSR

TS TSTSTSR

TSR TSTS

R

TS

TS TS

TSTSTSTS TSTS TS TS

TSTS R

TS

TS

TSTS

TS

TSTSTSTS

TSTS TSTSTSTS

TS

TS

TS RTS

TSTS

TSTS

R

20

B516C

17D

22

22C

20A

522

2021

22B

17C

52122E

22D

30A

17B 303302

304

17A

30B

314312311313

321

31A322B

320

1716B

323

16 322322A

18

31B15 322C

371

14 350

324

1319

18A

323A

372

31C325

370

373

326

10

11-1

28B

7-8

6

1A

1B

26

1C

1E

1D

111

40

20

40

60

20

60

20

40

40

20

40

20

20

20

20

20

40

40

_˜ð¾]¡˜†G ·“À

G⁄

_˜ð¾

¯„I

_˜R˜

|§

W⁄ô⁄|§YÀ

fiüô

S¯Ñ⁄

ð›‰

Caverdish Villa

Hang Tau

Sheung Shui Hang Tau VillageSitting-out Area

Open Storage

TA

M S

HU

I HA

NG

Tong Kung Leng

Ó„

Ó„

Ó„

Graves

CULESS

CUL

Graves

Graves

CUL

CUL

CULCUL

CULCUL

CUL

CULCUL

CUL

CULCUL CUL

CUL

CUL

CUL

CUL

BurialUrns

INC

CULCUL

CUL

CUL

CUL

CUL

CUL

CUL

CUL

SHR

GG

G

GG

G

G

G

G

G

G

G

G

G

GG

G

R

R

G

G G G

G

G

G

G

G

GG

G

G

U

R

G

GG

G

U

G

R

SHR

SHR

W

SHR

W

WWW

˘–ô

ºº

º˘–ô

º

PO

PO

PO

PO

PO

PO

PO

PO

PO

Outfall PO

Nullah

Nullah

Outfall Nullah

PO

Nullah

18.4

16.8

14.9

12.2

15.5

39.930.8

14.4

17.4 35.2

17.9

24.114.6

22.4

31.314.326.4

13.063.4

13.934.0

16.414.6

18.818.3

15.915.1

29.6

22.8 39.0

23.518.5

15.118.7

70.013.7

25.520.0 68.7

14.4

67.774.4

18.7

13.0

33.214.9 50.7

21.0

19.7

40.1 45.615.7

20.8

28.714.6

14.149.0

19.951.215.2

53.2 59.2

15.4

16.4

15.6

59.331.3

21.213.116.7

51.314.6 26.424.8

22.1

14.5

48.415.1 22.3

27.621.2

28.3

35.416.2

37.313.3

23.3 34.2

14.7

31.329.1

25.7

15.8 16.7

21.223.5

28.9

18.8

32.127.915.1

16.2

32.614.3

24.9

14.4

23.8

34.6

29.1

14.9

17.1 25.2

26.417.0

23.617.2

31.8

20.6

39.1

39.550.0

38.7

23.139.6 21.8

22.411.4 22.3

20.0

49.4

20.6

22.9

38.913.0 24.915.5

18.9 24.0

16.9

27.7

22.9

26.134.3

30.214.8

25.1

12.421.4

17.4

31.820.3

31.223.121.9

24.3

34.013.1

30.3

22.8

12.6

12.318.8

22.6

11.8

35.415.0

13.6 21.822.0 19.419.6

28.0

14.9 20.913.1

26.8

16.712.7 13.8

17.9

18.7

22.426.716.8

13.5

12.8

12.0

19.717.8

19.213.516.4

15.0

12.2 13.113.0 13.2

14.117.8

12.8

14.0

15.8

15.2

15.0

15.3

12.825.1

13.0

14.7

19.415.1

15.612.4

19.2

13.920.3

14.716.2

12.1 23.2

15.515.0

18.9

16.2

12.633.8

15.7

17.3

14.7

15.1

16.4

15.6

10.812.6 15.917.6 41.3

15.622.9 36.415.2

31.0

12.9

20.2

21.7

15.7 19.2

17.0

16.2 16.812.7

15.8

13.8

16.216.5

16.2 17.0

16.017.5

13.617.116.016.3 17.214.2 16.9

14.8 16.0

22.016.9

16.6 30.617.414.9 13.9

17.1 17.0 17.3

14.914.1 16.812.7 17.3

14.216.1

16.717.3

17.0

13.416.9 21.420.8

17.815.0

16.8

16.9 17.7

14.0 17.2

23.517.5

17.117.0

16.2

17.3

17.3

19.326.717.2

17.2

17.7 17.5

H ETE

L

E

L

L

ET

EE

L

EL

EE

L

E

H

LE

E

L

E

L LE

LE

LH

LE

L

E

EL

ET

L

LE

LE

L

EL

L

E

E

L

L

L

EL

L

L

LL

E

E

EL

EE

L

E E LL

EE

E

HE

L L

EL E

E

EL

LE

LL

LE

EE

L L

E

L

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L

L

EE

L

L

E

EE

LE

L

E

L

L

E

L

E

E

L

E L

LE

E

EE L

E

E E

EET

L L

E

L

L

E

E

L

E

EL

E

L L

LH

E

LE

LLE

LLE

L LE

L

L L

ELH

HL

H

L

LE

EL E

E

L

LE

L

d“

d“

D„

D„

d“

dô

d“

Dô

dô

D„

D„

Dô

Dô

Dô

D„

Track

Track

Road

Track

Road

FP

Track

Track

Road

FP

FP

FP

Track

FP

FB

FP

FP

Road

FP

Road

Road

FP

FB

FB

FP

Road

FB

FP

FP

FP

FPF

P

FP

FP FP

FP

FB

Road

FP

FP

FB

FP

Road

Oct 2015

pkwok

Text Box

Map Sheet: 2SE-15C

pkwok

Text Box

Appendix E3

P.T.

VG1185-H1

VG1184-H1

VG1183-H1

VG1182-H1VG1180-H1

VD8644-Z1

VD8645-Z1

AJ0272-A1

AJ0273-A1

VD5327-A1

VA6601-A1

VA6602-Z1

V5204 -A1

V5205 -A1

V5206 -Z1

V5207 -Z1

VA6239-A1

VA6240-A1

VA6241-A1

VA5460-A1

VA5459-A1

VA5458-A1

VD5861-A1

VA7381-Z1

VA7380-Z1

VA7379-Z1

VA5456-A1

VA5457-A1

V5202 -A1

V5203 -A1

V5200 -A1

VA8403-Z1

VA8404-A1

VA8405-A1

VA8407-Z1

VA8406-A1

VG1181-H1

VG1186-H1

VG1187-H1

VG1188-H1

VD8641-Z1

VD8642-Z1

VD8643-Z1

VD8646-Z1

VD8647-Z1

VD8649-Z1

91521 - GROUND

VG1185

VG1184

VG1183

VG1182VG1180

VD8644

VD8645

AJ0272

AJ0273

VD5327

VA6601

VA6602

V5204

V5205

V5206

V5207

VA6239

VA6240

VA6241

VA5460

VA5459

VA5458

VD5861

VA7381

VA7380

VA7379

VA5456

VA5457

V5202

V5203

V5200

VA8403

VA8404

VA8405

VA8407

VA8406

VG1181

VG1186

VG1187

VG1188

VD8641

VD8642

VD8643

VD8646

VD8647

VD8649

91521

TS

TS

TS

TS

TS

TS

TS

R

TS

TS

TS

TS

TS

R

R

R

TS

TS

TS

TS

R

TS

TS

TS

TS TSTS

TS

TS

TS

TS

TS

TS

TS

TS

TSTS

R

R

40

ł“Cheung Lek

'°Þ

'°Þ

'°Þ

'°Þ

Ó„

SHR

Burial Urns

Burial Urns

Burial Urns

Burial Urns

Burial Urns

Graves

U

U

U U

U

U

U

U

U

U

G

U

U

UG

U

G

G

G

G

G

G

G

G U

U

G

G

G

GG

G

GG

G

U

G

GG

U

U

G

U

U

U

G

G

UG G

G

G

G

G

G G

GG

G

G

U

W

PO

16.8

27.0

19.017.6

17.022.0

17.8

18.1

18.0

53.4

54.4 16.9

18.5

40.1

18.117.4

16.5 17.5

17.8

19.7

17.8

18.8 16.017.4

16.4

17.7

19.1

19.1

150.7

17.1

19.4

17.3

18.9

19.3

21.4

19.0

17.5

22.2

106.5

18.024.1

18.319.5

71.0

17.520.1

19.4

99.5

18.2

19.1

20.218.7

19.5

18.7

20.4

18.4

21.1

23.2

17.6

22.0

18.832.7

26.9

34.7 27.8

40.738.5

32.3

27.7

17.9

24.6

22.7

34.718.6

26.6

17.7

23.3

29.2

18.3

17.7

20.120.1

31.8

21.0

18.322.4

21.4

28.3

68.9

22.6

28.8

67.3

18.426.2

24.074.4

72.617.8

20.7

70.1

30.5

28.7

70.3 19.6

24.6

54.4

18.6

24.3

50.6

19.3

52.6

32.9

18.8

29.550.9

25.8

L

LE

L

L

LL

L

H

L

E

EEE E

LLL

EE

EL

LE

LL

ET

EL

EL

E

L

E

L

E EL

ET

L

L

H

L

E

L

L

EE

E

E

LL

E

E

LE

EE

L

E

L

L

L

LE

E

E

L

E

L

E

L

E

LE

E

E

Oct 2015

pkwok

Text Box

Map Sheet: 2SE-19B

pkwok

Text Box

Appendix E3

P.T.P.T.P.T.

VA5416-Z1

VA5415-Z1

VA5414-Z1

VA5413-Z1

VA5412-Z1

V5232 -Z1

V5231 -Z1

V5230 -Z1

V5229 -Z1

V5233 -Z1

V5234 -Z1

V5235 -Z1

V5236 -Z1

V5237 -Z1

V5238 -Z1

V5239 -Z1

V5240 -Z1

V5241 -Z1

V5242 -Z1

V5243 -Z1

V5244 -Z1

V5245 -Z1

V5246 -Z1

VA7369-Z1

VA7370-Z1

VA5417-Z1

VD9513-Z1

VD9514-Z1

VD9515-A1

VD9516-Z1

VD9517-Z1

VD9518-A1

VD9519-A1

VG2347-Z1

95289 - POLE

VA5416

VA5415

VA5414

VA5413

VA5412

V5232

V5231

V5230

V5229

V5233

V5234

V5235

V5236

V5237

V5238

V5239

V5240

V5241

V5242

V5243

V5244

V5245

V5246

VA7369

VA7370

VA5417

VD9513

VD9514

VD9515

VD9516

VD9517

VD9518

VD9519

VG2347

95289

TS

TS

TS

TS

TS

R

TS

TSTS

TSTS

TS

TS

R RTS

R

TSTS

TS

RTS

TS

TS

TS

TS TS

TS

TS

TSTS

TS

TS

TS

RTSTS

TS TS

TS

TSTS

TS

TS

R

TS

TS

TS

R

R

TS RTS

TS

sÀæµ›j

Temple

Ó„Graves

G

G

G

U

UG

G

G

G

G

G

GG

G

G

G

G

U

G

G

G

U

G

G

G

U

G

G

UU

G

G

U

G

GU

G

G

U

G

U

GU

G

UG

U

U U

G

G

G

U

W

W

W

SHR

PO

PO

PO

PO

PO

103.1 18.177.230.7

139.018.927.0

34.3149.3

27.9

19.5

47.3

67.0

48.4

118.8 27.1

35.220.5

29.8

34.5

59.0

19.1

36.529.0

34.3

36.4

21.127.1

40.9

28.120.0

34.630.0

27.3

37.1

40.4

37.5

23.4

32.0

20.6

23.7

22.650.5

34.6

29.1

39.423.9

36.029.9

33.9

35.223.5

29.023.0

36.4 27.2

26.525.1

24.5

39.1

29.2

45.3

22.831.0

29.9

26.4

32.536.5

32.5 31.7

26.0

44.3 39.6 28.5

32.9

41.3 35.2

32.423.932.8 24.8

36.138.1

33.6 27.7

39.030.6

34.5

25.3

32.533.5

34.4

36.8

26.6

24.3

30.9

38.4

28.7 25.0

27.7

33.0 22.4

35.2

39.4

45.1

27.4

37.6

26.341.8 27.4

23.5

31.0

58.7

25.9

26.9

40.4 26.0

37.038.041.5 28.035.9

53.0

56.1

38.9

23.5

24.6

45.224.9

27.2

36.9

38.5 29.5

24.2

32.646.8

28.641.2

46.8

26.0

26.426.0

46.2

49.8 28.6

37.2

53.0

40.525.3

47.1

42.8

31.254.7

56.6

65.728.533.237.1

27.027.5

53.630.333.5

26.5

58.5

28.5

44.7

56.7

41.3

31.0

27.6

29.7

36.5

43.7

28.5

E

E

E

E

E

E

E

E

E

ET

E

EE

L

EE

L

L

H

EL

L

E

LE

L

EE

LE

E

EE

E

E EL

E

EL

L

E

LL

E

L

E

E L

E

E

LHE

L

L

EE

L

E

E

E

L

E

LE L

EE

L

E

L

L

FB

FB

FP

Oct 2015

pkwok

Text Box

Map Sheet: 2SE-19D

pkwok

Text Box

Appendix E3

P.T.P.T.P.T.N.O

.

N.O.

N.O

.

N.O.N.O.

N.O

.

VD9503-Z1

VD9504-Z1

VD9505-Z1

VD9502-A1

AD6629-A1

AD1424-A1

AD1425-A1

AD5700-A1

AJ0269-A1

AJ0270-A1

EA9001-A1

EA9002-A1

VA6603-Z1

VA6604-A1

VA6605-Z1

VA6599-Z1

VA6598-Z1

VA6597-Z1

VA6596-Z1

VA6595-A1

VA6594-A1

V5598 -A1

V8680 -Z1

VA0674-Z1

VA0675-Z1

VA0676-Z1

VA0677-Z1

VA0678-Z1

VA0679-Z1

VA6600-Z1

VA0680-Z1

VA0681-Z1

V8679 -A1

V8678 -A1

V8676 -A1

V8675 -A1

VA2154-A1

VA2153-A1

VA6593-Z1

VA6591-Z1

VA6590-A1

VA6589-A1

VA6587-Z1

VA5455-Z1

VA5454-A1

VA3868-Z1

VA3867-Z1

VA6586-Z1

VA2144-A1

VA2145-Z1

VA2146-Z1

VA2147-Z1

VA2148-Z1

VA2150-Z1

VA2151-A1

VA2152-A1

VA5452-Z1

VA5451-Z1

VA5450-Z1

VA5449-Z1

VA6588-Z1

V8677 -A1

V8674 -Z1 V8673 -A1

VA8427-Z1

VA8426-Z1

VA8432-Z1

VA8433-Z1

VA8434-Z1

VA8431-A1

VA8425-Z1

VA8424-Z1

VA8423-Z1

VA8421-A1

AD1401-A1

AD1399-A1

VD0034-Z1

VD0035-Z1

VD0032-Z1

VD0033-A1

VA8422-Z1

VA8430-Z1

VA8429-Z1

VA8428-A1

VA7073-A1

AD1400-A1

VG2450-Z1

VG2860-Z1

AD1422-C3

AD1423-C3

VD3099-A1

VD3100-A1

VD3101-A1

VD3102-A1

VD3103-A1VD3104-A1

VD3105-A1

VD3106-A1

VG2842-Z1

BD1582-A1

BD1583-A1

BD1584-A1

VD6995-Z1

VD6996-Z1

VD6997-Z1

VD8612-Z1

VD8648-Z1

VD8650-Z1

VD8651-Z1

VD8652-Z1

VD8654-Z1

VD9393-Z1

VD9394-Z1

VD9395-Z1

VD9396-Z1VD9397-Z1

VD9398-Z1

VG2454-Z1

VG2455-Z1

VG2474-Z1

VG2475-Z1

VG2476-Z1

VG2477-Z1

95353 - GROUND

95841 - POLE

95107 - POLE

VD9503

VD9504

VD9505

VD9502

AD6629

AD1424

AD1425

AD5700

AJ0269

AJ0270

EA9001

EA9002

VA6603

VA6604

VA6605

VA6599

VA6598

VA6597

VA6596

VA6595

VA6594

V5598

V8680

VA0674

VA0675

VA0676

VA0677

VA0678

VA0679

VA6600

VA0680

VA0681

V8679

V8678

V8676

V8675

VA2154

VA2153

VA6593

VA6591

VA6590

VA6589

VA6587

VA5455

VA5454

VA3868

VA3867

VA6586

VA2144

VA2145

VA2146

VA2147

VA2148

VA2150

VA2151

VA2152

VA5452

VA5451

VA5450

VA5449

VA6588

V8677

V8674 V8673

VA8427

VA8426

VA8432

VA8433

VA8434

VA8431

VA8425

VA8424

VA8423

VA8421

AD1401

AD1399

VD0034

VD0035

VD0032

VD0033

VA8422

VA8430

VA8429

VA8428

VA7073

AD1400

VG2450

VG2860

AD1422

AD1423

VD3099

VD3100

VD3101

VD3102

VD3103VD3104

VD3105

VD3106

VG2842

BD1582

BD1583

BD1584

VD6995

VD6996

VD6997

VD8612

VD8648

VD8650

VD8651

VD8652

VD8654

VD9393

VD9394

VD9395

VD9396VD9397

VD9398

VG2454

VG2455

VG2474

VG2475

VG2476

VG2477

95353

95841

95107

TSTSR

TSTSTS

TS

TSPH

TSR

TSTSTS

TS

TSR

TS

TSR

TS

TS

TSTS

TSTS

TS TSR

TS

TS

TSTS

TS

TSTS

TS

TS TSTSTS

TS

TS

TSPH

PH TSTSTS

TSTS

TS TSTSTS

TSTS

TS TSTSTS

TSTS TS

RTSTS

TSTS

TS

TSTSTS

TSTS RTS

TS

TS TS

TS TS

TS

TS

TSTS TSTS

TS

TSR TS

TS

TSRTS

TS

TSTS

TSTS

TS

TS

TSTSPH

TSRTS

TS

TSTSR

TSR RTS

TSTSR

TS

TS TSR TSR

TS TSTS

PHTS

TSR

RTSTS

RR

TSTSTSTS

RTS

TSTS

TSR

TSR

TSTS TS

TS

TSTS

TS

TS

TS

TS

R

TS

TS

TS

TS

TSTS TSTSTSTSTS TS

TS

TS TSTSPH

TS

TS TS

R

TS

TSTS

TS

TSTSPH

TSTS

TS

TS TS

R

RTS

TSTS

RR

TSRR

TS

R

R R

RTS

TS RTS

R

TSTS

R

TSZ

R

TS

R

TS

R

TS

TSTS

TS

RRTS TS

R

R RTS

TSR

R

TS RR

RTS

TSTS

TSTS

TSTS

TS

TSTSTS PH TS

B…

“fl

68A

69A

70

9

63A

26C3

26C2

10A

26C

44C

45-46

36

45A 38

2A

40

16

42

38

26

16

fiüô

TAM SHUI HANG

CUL

CUL

WT

CUL

CUL

CUL

CUL

G

G

G

G

G

U

SHR

W

W

W

PO

PO

PO

17.413.7

17.4

29.3

17.8

13.9 25.216.616.5

17.717.9

16.7

21.7

16.9

14.915.8

18.2

17.917.9

21.9 18.2

17.916.0 20.117.620.9

17.326.6

13.8

17.6

22.7

17.9

22.3

20.0

35.318.5

17.9 17.6

18.6

16.2

19.3

18.0

26.319.1

22.724.736.5

14.1

14.3

32.918.1

23.1

16.4

18.618.0

14.7

14.2

26.0

38.2

51.9

29.5

38.2

14.917.914.7

27.4

14.816.4

18.8

33.8

16.915.2

35.8

17.7

15.3

15.114.7

15.6

16.0

15.0 15.5

18.7

16.5

15.318.7

29.229.3

15.4

25.718.215.9

34.4

26.628.4

23.7

18.8

15.7

18.8

18.1

17.3

16.0

17.6

19.2

16.617.9

19.1

15.4

16.7

17.6

24.1

16.8

17.1

17.3

17.7

15.5 15.817.1

15.9

17.3

18.3

17.7

17.5

18.0

16.5

18.017.8

19.6

18.219.2 19.3

18.6

20.0

18.9

19.0

20.3

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Oct 2015

pkwok

Text Box

Map Sheet: 2SE-20A

pkwok

Text Box

Appendix E3

N.O.

VD5398-Z1

VD5400-Z1 VD5401-Z1

VD5402-A1

BD1151-C2

BD1152-C2

BD1153-C2

EB5087-C2

EB5086-C2

VA2135-A1

VA2136-Z1

VA2137-Z1

VA2138-Z1

VA2139-Z1

VA2143-A1

EA9004-A1

EA9005-A1

EA9006-A1

EA9007-A1

EA9008-A1

EA9009-A1

EA9010-A1

EA9011-A1

EA9012-A1

EA9013-A1

V8667 -A1V8668 -A1V8669 -A1

V8670 -Z1

V8671 -A1

V8672 -A1

V8666 -A1

V8665 -A1

VG2227-A1

V8663 -A1

EB6856-C2

AJ1531-C2

AJ1530-C2

AJ1529-C2

AJ1528-C2

AJ1527-C2

AJ1526-C2

AJ1525-C2

AJ1524-C2

AJ1523-C2

AJ1522-C2

AJ1521-C2

AJ1520-C2

AJ1519-C2

AJ1518-C2

EB1048-H1

EB1049-H1

VA7361-A1

VA7362-A1

VA7363-A1VA7364-A1

VA7366-A1

VA7365-A1

VA7367-A1

VA7368-A1

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VD5397-Z1

VD0006-A1

VD0007-A1

VD5403-A1

VD5399-Z1

GD0187-C2

GD0188-C2

VD5486-Z1

VD5487-Z1

VD5488-Z1

AJ0120-A1

VD4489-Z1

VD5489-Z1

VD5490-Z1

VD5491-Z1

VD5492-Z1

VD5493-Z1

VD7321-Z1

VD7322-Z1

VD7323-Z1

VD7324-Z1

VD7325-Z1

VD8572-Z1

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AJ1530

AJ1529

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AJ1526

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VA7365

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VD0006

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VD5399

GD0187

GD0188

VD5486

VD5487

VD5488

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VD5489

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Tai Lung Veterinary LaboratoryAgriculture, Fisheries &Conservation Department

34

40

66

Open Storage

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36.0

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41.9

38.132.2

50.2

30.236.2

29.8

29.8 41.333.9

43.122.4

37.536.5

53.1

21.837.3

39.124.5

34.128.8

25.832.8

38.343.5

26.9

39.2

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28.433.6

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35.224.8

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33.225.4

28.9 25.6

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29.6

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36.9

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33.1

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Oct 2015

pkwok

Text Box

Map Sheet: 2SE-20B

pkwok

Text Box

Appendix E3

P.T.P.T.P.T.P.T

.

P.T.P.T.P.T

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.

P.T.

P.T.P.T.P.T.

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VA3861-Z1

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VG2346-Z1

VG2345-Z1

V1140 -Z1

VA5445-A1

VA5446-Z1

VA5447-Z1

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V1130 -Z1

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V1126 -Z1

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VD9508

VD9506

VD9500

VD9499

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VD9497

VD9501

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VA3864

VA3863

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VD0036

VG2344

VD0037

VG2451

VG2452

VD8762

VD8976

VD8975

VD9509

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VD9510

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VD7251

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V1141

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VD8574

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VD8974

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VG0110

VG0112

VG1417

VG1418

VG1419

VG1420

VG1421

V1138

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51

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Oct 2015

pkwok

Text Box

Map Sheet: 2SE-20C

pkwok

Text Box

Appendix E3

N.O.

VD7559-Z1

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VD3030-A1

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VA0685-Z1

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N8915 -C2

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V8655 -A1EB5079-C2

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V8658 -A1V8659 -A1

V8660 -A1

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Club House

53A

8578 838180 82 8786 88 9989 98 22 2353 25 26

27 28

36 3729 3130 3332 35

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Miami Crescent

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Ying Pun

Ó„

WT

CUL

CULCUL

CUL

CUL

CUL

CUL

CUL

CUL

CUL

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RCPCUL

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39.8 39.9

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41.741.4

42.3

36.6

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44.234.6

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28.529.6

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24.827.6

25.8 32.5

23.331.5

28.925.5

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28.2 28.6

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24.228.9

29.823.7

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ET

L E

LH

H

H

H

ET

L

LLEEE

L

EE

ELET LL

H

L

H ET

E

L

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L

L

LL

HL H

H

E

H

L

L L

L

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LL L

L

LET

H

L

L

LL

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H

L

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L

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LEL

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LL

L

LLET

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L

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FB

Oct 2015

pkwok

Text Box

Map Sheet: 2SE-20D

pkwok

Text Box

Appendix E3

pkwok

Text Box

Appendix E3

pkwok

Text Box

Appendix E4

pkwok

Text Box

Appendix E4

pkwok

Text Box

Appendix E6

pkwok

Text Box

Appendix E6

pkwok

Text Box

Appendix E6

pkwok

Text Box

Appendix E6

pkwok

Text Box

Appendix E6

leungymm

Text Box

Appendix E7

leungymm

Text Box

Appendix E7

leungymm

Text Box

Appendix E7

Appendix F

Registered Geotechnical Features

F1 Details of the identified features within or in the vicinity of the Agri-Park

F2 Slope Record for Feature No. 2SE-D/C168 (extracted from Slope Information System)

Drawing No. Title

673995/GA/001 to 005 Registered Slope and Retaining Walls (Sheets 1 to 5)

673995/GA/006 Proximity of natural Terrain to Kwu Tung Agri-Park


Engineering Feasibility Study for the Establishment of an Agricultural Park

Feasibility Study

CH2M

Halcrow China Ltd.

(Yes / No)

1 2SE-D/C166 4.0 51 40 - - - 4.0 30 3 Yes 0 - No * LandsD

2 2SE-D/CR167 2.5 40 20 1.5 40 90 4.0 30 3 Yes 0 - No * LandsD

3 2SE-D/C168 5.0 90 50 - - - 5.0 20 9 Yes 0 0 (Road) Yes

Feature was improved by prescriptive

measures and the works were completed on

17 Apr 2015

LandsD

4 2SE-D/C169 3.0 45 35 - - - 3.0 30 2 Yes 0 60 (Road) No * LandsD

5 2SE-D/C170 3.5 35 30 - - - 3.5 30 3 Yes 0 - No * LandsD

6 2SE-D/C172 3.0 70 50 - - - 3.0 30 2 Yes 0 - No * Mixed (Part 1: LandsD; Part 2: DD100 Lot46A)

7 2SE-D/CR178 3.5 28 45 1.5 18 90 5.0 30 4 Yes 0 - No * LandsD

8 2SE-D/C196 4.0 45 50 - - - 4.0 30 3 Yes 0 60 (Road) No * Private (DD100 Lot468)

9 2SE-D/C244 3.0 150 45 - - - 3.0 30 2 Yes 040 (Storage facilities

& road)No * Mixed (Part 1: DD100 Lot139; Part 2: LandsD)

10 2SE-D/C328 3.6 8 35 - - - 3.6 30 3 Yes 0 - No *Mixed (Part 1: LandsD; Part 2: DD100 Lot1301; Part

3:DD100 Lot1314)

11 2SE-D/CR409 4.5 41 65 3.5 12 80 4.5 20 8 Yes 0 15 (Road) No * LandsD

12 2SE-D/R47 - - - 3.5 74 86 3.5 30 3 Yes 0 - No * LandsD

13 2SE-D/C38 3.0 15 45 - - - 3.0 30 2 No 30 - No * LandsD

14 2SE-D/C46 4.5 60 65 - - - 4.5 20 8 No 45 - No * LandsD

15 2SE-D/C47 6.0 20 50 - - - 6.0 20 10 No 15 - No * LandsD

16 2SE-D/C84 4.0 30 60 - - - 4.0 30 3 No 45 - No * LandsD

17 2SE-D/C85 4.0 25 55 - - - 4.0 30 3 No 90 - No * LandsD

18 2SE-D/C87 3.0 25 50 - - - 3.0 30 2 No 40 - No * LandsD

19 2SE-D/C193 3.0 44 40 - - - 3.0 30 2 No 0 - No * Mixed (Part 1: DD98 Lot556; Part 2: LandsD)

20 2SE-D/C199 11.8 85 45 - - - 11.8 20 21 No 15 - No * LandsD

21 2SE-D/C220 9.0 32 40 - - - 9.0 20 16 No 15 - No * LandsD

22 2SE-D/C224 3.7 20 60 - - - 3.7 30 3 No 45 - No * LandsD

23 2SE-D/C225 4.5 34 50 - - - 4.5 20 8 No 5 - No * LandsD

24 2SE-D/C410 3.0 15 50 - - - 3.0 30 2 No 30 - No * LandsD

25 2SE-D/C448 3.5 156 30 - - - 3.5 30 3 No 0 (Crest) - No * DSD

26 2SE-D/CR450 4.0 140 26 1.6 10 90 4.0 30 3 No 5 (Crest) - No * DSD

27 2SE-D/DT5 24.0 105 20 - - - 24.0 20 42 No 5 - No * LandsD

28 2SE-D/F55 5.0 42 45 - - - 5.0 20 9 No 15 - No * LandsD

29 2SE-D/FR3 4.0 55 45 1 35 85 4.0 20 7 No 0 - No * HyD

12

Remarks:

(1) Crest Influence zone = Height of Feature

(2) Travel angles are referred to extreme cases of Clause 5.2.2 of GEO Technical Guidance Note No. 15 (TGN 15)

(3) Toe Influence zone = Height of Feature / tan (Travel angle) - Crest Influence Zone

* Checking status of the features that are not affected or vice versa by the project is not presented here.

Toe Influence

Zone(3)

(m)

Slope Portion Wall Portion

Length (m)Average Angle

(°)Length (m)

Average Angle

(°)

Maintenance Party

Located within the

Agri-Park

(Yes/No)Height (m) Height (m)

Appendix F1: Summary of the identified features within or in the vicinity of the Agri-Park

No. Feature No. Checking Status

Affect or be affected the

Proposed Infrastructure / Park

Facilities?

Distance from

Farmland

(m)

Distance from the

Proposed

Infrastructure / Park

Facilities

(m)

Crest Influence

Zone(1)

(m)

Travel Angle(2)

(°)

App.F1 updated_Summary of the identified features within or in the vicinity of the Agri-Park_rev 2_3 Feb 2017 pm Page 1 of 1

SLOPE INFORMATION SYSTEMGEOTECHNICAL ENGINEERING OFFICE CIVIL ENGINEERING AND DEVELOPMENT DEPARTMENT

BASIC INFORMATION

Location:

SIFT Ref.:

First Registration Date:

Ranking Score (NPRS):

Sift Class:

Data Source:

Approximate Coordinates:

CONSEQUENCE-TO-LIFE CATEGORY

Facility at Crest:

Distance of Facility from Crest (m):

Facility at Toe:

Distance of Facility from Toe (m):

Consequence-to-life Category:

Remarks:

SLOPE PART

WALL PART

Feature No. 2SE-D/C 168

Hang Tau, Sheung Shui

2SE-14D/S 5

02-Dec-1997

1 (LPMit)

C1

EI

Easting: 828085 Northing: 838849

Road/footpath with very low traffic density

0Cottage, licensed and squatter area

1

1N/A

(1) Max. Height (m): 5 Length (m): 90 Average Angle (deg): 50

N/A

RECORD RETRIEVED FROM SIS BY So Tsz To ON 03/02/2017 16:52 PAGE 1 OF 9


MAINTENANCE RESPONSIBILITY

DETAILS OF SLOPE / RETAINING WALL

Date of Inspection:

Data Source:

Slope Part Drainage:

Wall Part Drainage:

SLOPE PART


(1) Sub Div.: 0 Government Feature Party: Lands D Agent: Lands D Land Cat.: 5b(vi) Reason Code: 62 MR Endorsement Date: 03-Nov-1998

24-Oct-2001

EI(1) Position: Toe Size(mm): 201

N/A

Slope Part (1)Surface Protection (%): Bare: 0 Vegetated: 100 Chunam: 0 Shotcrete: 0 Other Cover: 0Material Description: Material type: Soil Geology: Other geologyBerm: No. of Berms: N/A Min. Berm Width (m): N/AWeepholes: Size (mm): N/A Spacing (m): N/A



WALL PART

SERVICES


N/A

(1) Utilities Type: Water Main Size(mm): 80 Location: On crest Remark: N/A



CHECKING STATUS INFORMATION

BACKGROUND INFORMATION

GIU Cell Ref.:

Map Sheet Reference (1:1000):

Aerial Photos:

Nearest Rainguage Station (Station Number):

Data Collected On:Date of Construction, Subsequent

Modification and Demolition:

Related Reports/Files or Documents:

Remarks:

Follow Up Actions:


N/A

2SE14D2

2SE-14DPhoto Number (Year)Y10045 (1963)Y10046 (1963)

Sheung Shui Water Treatment Plant, Fu Tei Au Road (N34)

24-Oct-2001Modification: Constructed Before: 1963 After: N/AModification: Constructed Before: 1963 After: N/A

N/A

N/A

N/A



DH-Order (To Be Confirmed with Buildings Department):

Advisory Letter (To Be Confirmed with Buildings Department):

LPMIS:

ENHANCED MAINTENANCE INFORMATION


None

None

None

From Maintenance Department: (Last Updated Date: 12-Nov-2013)Upgraded by: Prescriptive Design Using GEO Report No. 56: N/A Non-prescriptive Design Including Conventional Design: N/AImproved by: Type 1 / Type 2 Prescriptive Measures: Yes Type 3 Prescriptive Measures (not up to upgrading standard): Yes Actual Completion Date: 17-Apr-2015



STAGE 1 STUDY REPORT

Inspected On:

Weather:

District:

Section No:

Height(m):

Type of Toe Facility:

Distance from Toe(m):

Type of Crest Facility:

Distance from Crest(m):

Consequence Category:

Engineering Judgement:

Section No:

Type of Toe Facility:

Distance from Toe(m):

Type of Crest Facility:

Distance from Crest(m):

Consequence Category:

Engineering Judgement:


23-Sep-1997

Mainly Fine

MW

1-1

H1: 5 H2: 0Cottage, licensed and squatter area

1Road/footpath with very low traffic density

0

3

P

2-2N/A

0N/A

0

3

P



Sign of Seepage:

Criterion A satisfied:

Sign of Distress:

Criterion D satisfied:

Non-routine maintenance required:

Note:

Masonry wall/Masonry facing:

Note:

Consequence category (for critical section):

Observations:

Emergency Action Required:

Action By:

ACTION TO INITIATE PREVENTIVE WORKS

Criterion A/Criterion D:

Action By:

Further Study:

Action By:

OTHER EXTERNAL ACTION

Check / repair Services:

Action By:

Non-routine Maintenance:

Action By:


Slope: No signs of seepageWall: N/A

NSlope: None

N

NN/A

NN/A

3

N/A

N

N/A

N/A

N/A

Y

Private and Government

N

N/A

N

N/A



PHOTO



SLOPE INFORMATION SYSTEMGEOTECHNICAL ENGINEERING OFFICE CIVIL ENGINEERING AND DEVELOPMENT DEPARTMENT Feature No. 2SE-D/C 168


Appendix G

Traffic Data Records

G1 Traffic Count Data & Preliminary Junction Capacity Check

G2 Data Sheet of Station 6212 (ATC 2015)

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