China - Inner Mongolia Highway Project : environmental assessment (Vol. 4 of 4) : Laoyemiao - Jining environmental impact statement (revised)

E531 V. 4 Inner Mongolia Highway Project, People s Republic of China Laoyemiao-Jining Section of the Planned National Trunk Highway from Dandong to Lhasa Environmental Impact Statement Chang'an University January, 2002 HL LU  Inner Mongolia Highway Project, People 's Republic of China Laoyemiao-Jining Section of the Planned National Trunk Highway from Dandong to Lhasa Environmental Impact Statement Chang'an University January, 2002  Certificate for Environmental Impact Assessment Unit: Chang,an University Certificate Holder: Environmental Engineering Division of Chang'an University Certificate Class: A Issue No: NEPA A3601 Assessment Field: Ground water, Surface ground, Air, Sound, Solid waste, Ecology, Soil erosion, Social-economy Period of Validity: Jan. 1', 2000 - Dec. 31st, 2003 Issued by: National Environmental Protection Agency of China Issued lime: Nov. 25"', 1999 Environmental Engineering Division of Chang'an University  Report Compiler: Environmental Engineering Division, Chang'an University Legal Person : Chen Yinsan (President) Engineer in Chief : Zhang Yufen Person in Overall Charge: Deng Shunxi General Peport: Deng Shunxi (Associate Professor) EIA on Socio-Economy: Dong Xiaoling (Associate Professor) ELA on Acoustics: Shang lian (Engineer) EIA on Ecology: Cao Shengcun (Associate Professor) El on Soil Erosion: Chen Aixia (Lecturer) EIA on Ambient Air: Deng Shunxi (Associate Professor) EIA on Water: Zhao Jianqiang (Associate Professor) Pubic Participation: Huangpu Hao (Senior Engineer) Environmental action Plan: Yuan Weining (Associate Professor) Other Participants: Liu Juncheng, Zhu Wei, Ma Chongyian, Chen Jie, Feng Jixue Existing Environment Monitoring: Wulancabu League Environmental Monitoring Station  PREFACE The projected Laoyemiao (on the border of Hebei province and Inner Mongolia) to Jining Highway is 91.28 km long. It is one section of the second East-West Highway of the "Five North- South and Seven East-West Highway " configurations under planning of China. The second East- West Artery Highway stars from Dandong via Beijing and destined at Lhasa, one of the major passageways connecting Northeast China, North China, Inner Mongolia, Ningxia, Gansu, Qinghai and Tibet. The construction of the projected highway will play a substantially important role in booming the economy and extending the opening of Inner Mongolia and western provinces or regions of China. The Inner Mongolia Communications Department (IMCD) asked the Inner Mongolia Transport &Traffic Design Institute (IMTTD) to undertake compilation of "the Project Feasibility Study Report" (PESR). The report was completed in November 1998. In order to carry out the EIA simultaneously as the study report, the IMCD entrusted Xi'an Highway University to work out the EIA statement on December 4, 1998. Immediately after taking the task, a task force consisting of technicians and designers was organized and a field specific survey was conducted in detail. Based on the survey and information obtained, the TOR for EIA was worked out in January 1999. The TOR was reviewed and examined by the Assessment Center of the National Environmental Protection Agency (NEPA). Taking account into the reply to the TOR and the opinions of the experts, we conducted a further field survey and investigation, and the EIA statement (Chinese version) was compiled December 1999. June 9, 2000, the environmental impact statement was pre-examined by the Environmental Protection Section under the MOC, and it was improved and added according to the opinions of the experts and representatives. August, 2001, the Environmental Impact Statement was revised and added according to the new version of the Engineering Feasibility Study Report complied by IMTTD in Feb. 2001. October, 2001, the EIS was further modified according to Mission Aide Memoire (September 22-28, 2001). We express our genuine thanks to the following institutions and companies for their generous help in our assessment: IMCD, Inner Mongolia Environmental Protection Bureau (IMEPB), IMTTDI, Inner Mongolia Meteorology Division (IMMD), Wulanchabu League Communications Section (WLCS) and Wulanchabu League Environmental Monitoring Station (WLEMS).  CONTENT I GENERAL DESCRIPTION -- .....1 I 1.1 Necessity for the Project Construction .1 1.2 Purposes of Assessment.. 1 1.3 Policy and Laws for Assessment. 1 1.4 Scope of Assessment.. 2 1 .5 Standards of Assessment -....-... 2 1.6 Phases of Assessment -.. - - .. ... .. .... 4 1.7 Contents and Focuses of Assessment ................ . 4 2 BASELINE INTRODCTION TO THE PROJECT --.....--.--... 5 2.1 Geographical Position, Route Alignment and Major Controlling Points. 5 2.2 Construction Scale and Major Technical Standards .. . 5 2.3 Prediction of Traffic Volume .-. .. 5 2.4 Baseline Engineering Works -.--.--.-.-.-.. 7 2.5 Land Acquisition ..11 2.6 Road-building Materials, Borrow Sites and Quarries . . 11 2.7 Project Implementation Schedule ..11 3 BASELINE ENVIRONMENTAL DESCRIPTION -..--.-.--.---.--.---.---...... . 14 3.1 Pertinent Natural Aspects -.... 14 3.2 Ecological Environment -.......-..16 3.3 Socio-economic Situation ... 21 3.4 Identification of Environmentally Sensitive Spots . .24 3.5 Existing Environment along the Route ....... 25 4 HIGHWAY TRAFFIC NOISE IMPACT PREDICTION AND ASSESSMENT ..31 4.1 Traffic Noise Prediction --.-.-.-.-.-.-.-... 31 4.2 Impact Assessment of Traffic Noise Level ---.--.-.------- ..---------. 33 4.3 Mitigation Measures for Traffic Noise .38 4.4 Noise Impact and Mitigation Measures during Construction Phase . .39 4.5 Summaries of Acoustically Environmental Assessment . .40 5 PREDICTION AND ASSESSMENT OF IMPACTS ON ECOLOGICAL ENVIRONMENT AND MITIGATION MEASURES. . 41 5.1 Direct Impact of the Project to Long-term Land Use and Mitigation Measures . 41 5.2 Indirect Impact of the Project to Long-term Land Use and Mitigation Measures . 42 5.3 Greening and Landscape of the Highway .-....--....---.---.*.--45 5.4 Summaries of Impacts on Ecological Environment . 48 6 PREDICTION ANALYSIS ON SOIL EROSION AND SUGGESTION OF SOIL CONSERVANCY .............................. ......................................................... 50 6.1 Predicted Impacts on Soil Erosion during Construction .50 6.2 Impact Analysis on Soil Erosion ..........................................................-.54 6.3 Mitigation Measures (Control of Soil Erosion) . -.-.-. --......55 6.4 Summary ..63 7 ANALYSIS ON SOCALECONOMY, MITIGATION MEASURES AND  SUGGESTIONS . 64 7.1 Finance Assessment .64 7.2 Prediction Analysis on Soico-Econoimcs .64 7.3 Analysis on Economical Benefits in Areas along the Aligment .-- 67 7.4 Cultural Relics .- 67 7.5 Effects on Tourism . 68 7.6 Safety .68 7.7 Impacts on Social Environment and Mitigation Measures . 68 7.8 Impacts of Borrow and Materials Transport and Mitigation Measure during Construction Phase . *....---.... ----------..-..--------..----------- ......-......-..---72 7.9 Summary ... ................................... 73 8 PREDICTION AND ASSESSMENT OF IMPACTS ON AMBIENT AIR AND MITIGTIONMEASURES . ......75.......................... 75 8.1 Meteorological Scenarios .................................................................. 75 8.2 Assessment of Impact on Ambient Air During Operation Phase . .78 8.3 Environmental Impact Analysis of Construction Dust . .82 8.4 Air Pollution Mitigation Measures ..82 9 PREDICTION OF IMPACTS ON WATER AND MITGATION MEASURES ..83 9.1 Prediction of Impacts on Water during Operation Phase and Mitigation Measures . 83 9.2 Prediction of Water Pollution and Mitigation during Construction . .84 9.3 Risk Analysis of Accident Spill of Hazardous Materials .. . 85 9.4 EP Measures against Water Pollution ..86 10 COMPARISON OF ALTERNATIVES . .88 10.1 Comparison between Build-option and No-build . .88 10.2 Alignments of Alternative Schemes .. 88 10.3 Comparison of Schemes ..90 10.4 Conclusion of Comparison ..92 11 PUBLIC PARTICIPATION ............................................................ 93 11.1 Scope and Ways of Public Participation ....................... ....................... 93 11.2 Publicizing and Information Disclosure .... ........................ 93 11.3 Questionnaire Forms and Statistics of Investigation ---.--. ----....------94 11.4 Summary of Public Participation ..98 12 INSTITUTION ARRANGEMENTS FOR ENVIRONMENTAL PROTECTION, MONITORING AND TRAINING -............ 99 12.1 Institution for Environmental Protection .--.........-.--.-.--.--.-....... .99 12.2 Environmental Protection Plan . 100 12.3 Environmental Monitoring Plan .103 12.4 Training Plan for EP Personnel .*- 104 13 ANALYSIS ON ENVIRONMENTAL PROTECION COST/BENEFITS .. 107 13.1 Estimated Cost for Environmental Protection .*.-.*.*.-.-.-.-.*.-.*.*.-.-.-.-.*.-.--.*107 13.2 EP Mitigation Measures and Benefit Analysis . 108 14 SUMMARIES AND CONCLUSION . .109 APPENDIXES . 112 Annex I-1 " An Inspection Reply on the Outline of EIA of Laoyemiao-Hohhot Highway  from National Environmental Protection Agency, No. 78 [19991 . 112 Annex 1-2 "An Inspection Review for the Outline of EIA of Laoyemiao-Hohhot Highway" from National EIA Center . 116 Annex II " A Reply Letter on El Standards for the EIA of Laoyemiao-Hohhot Highway" from Inner Mongolia Autonomous Region Environmental Protection Bureau. 118 Annex III "Official Reply on the Feasibility Study Report of Laoyemiao-Hohhot Highway Project" No.45[1999],from the MOC. .--.-.-.-.---.--.-.- . *.-.--.---122 Annex IV The Proxy on Implementation of ElA of Laoyemiao-Jining-Hohhot Highway -- 119 Annex V Opinion Census of Public Involvement (Selected) .................................123 Annex VI-i A Report on Wild Fauna and Flora along the Laoyemiao-Jining Highway . 130 Annex VI-2 A Report on Cultural Relics along the Laoyemiao-Jining Highway-.----------132 Annex VII An advertisement for EIA information disclosure on the Wulanchabu Daily- -133 Annex Fig. The Distribution Map of Environmental Sensitive Spots and Planned Environmental Monitoring Sites for the Proposed Laoyemiao-Jining Highway During Construction and Operation Periods . 134  Environmental Impact Statement for Laoyemiao-Jining Highway 1 GENERAL DESCRIPTION 1.1 Necessity for the Project Construction The highway from Laoyemiao (on the border of Inner Mongolia and Hebei) to Jining of the national artery from Dandong to Lhasa (called Laoyemiao to Jining Highway or the Proposed highway hereinafter) is a section of Dandong-Beijing-Lhasa Highway in Inner Mongolia, one of the planned national artery highway configuration. It is a truck line connecting north China and the northwest of China. It is also one of the most important passageways to the outside. Its construction will definitely promote the formation of economic zones in both the central cities and areas along the proposed project, promoting the economical boom and investment environment in these areas. It will play a substantially important role in exploitation of resources and transport of agricultural and husbandry products in the central and western parts in Inner Mongolia. In addition, the construction of the alignment will speed up the passage capacity of the national artery highways, thus encouraging the highway construction and improving the infrastructure facilities of highway in Inner Mongolia. The destination of the proposed alignment is Jining, the capital of Ulanchabu League, 360 km away from Beijing and 120 km from Hohhot, and 240 km from Zhungeer coalfield, one of the national key energy bases. It is 270 km away from Baotou, the largest industrial city in Inner Mongolia. The City of Hohhot is one of the important "economic growth zones" of Northeastern Asia Economic Ring and the urban systems of the Economic Belt round Bo Sea. It is also one of the focused points of opening of the north borders, being one of the leading cities in booming the economy in minority regions in the development strategy of the country. Hohhot together with Baotou and Yikezhao League has formed the "Gold Triangle" of abundant resources in Inner Mongolia. Therefore, the construction of the highway will be of great significance in improving contact with outside and extent of opening, and thereby encouraging the economic growth in the central part in Inner Mongolia. It will also play an important role in the commodity circulation and getting rid of poverty in the towns, counties or banners. To sum up, the construction of Laoyemiao to Jining Highway is not only necessary, but also substantially urgent. 1.2 Purposes of Assessment 1. Survey, monitoring and analysis of the pertinent natural environment, social surroundings and the existing situation of environmental quality; 2. Prediction (analysis) and assessment of the impacts of the projected highway on the environment along the proposed highway during both the construction phase and operation phase; 3. Proof of the positive and negative impacts on the environment on both sides resulting from the highway construction and putting forward necessary environmental protection measures to minimize the adverse impacts to get coordination of highway construction and environmental protection; 4. Proof of the feasibility of alignment and construction of the highway from the viewpoint of environmental protection; 5. Provision of information for environmental management in the projected highway and in the design of environmental protection works. 1.3 Policy and Lawsfor Assessment I Law of Environmental Protection ,People's Republic of China (PRC) December, 1989; 2. Law of Atmospheric Pollution Control, PRC  Environmental Impact Statement for Laoyemiao-Jining Highway 3. Law of Water Pollution Control, PRC 4. Regulations for Noise Pollution Control, PRC 5. Law of Soil Conservation, PRC 6. Management Guidelines on Environmental Protection of Construction project, issued by the State Council, No.253 (98); 7. Measures for Environmental Protection Management of Highway Construction Projects, issued by Ministry of Communications (MOC) No 17,(90); 8. Technical Specifications for Soil Conservation Plan in Development Construction Projects, issued by Water Conservancy Ministry, May, 1998, (SL204-98); 9. Regulations for EIA for Highway Construction Projects, issued by MOC, January, 1996, (JTJ005-96); 10. Technical Guidelines for EIA, issued by the National Environmental Protection Agency (NEPA), (HJIT2.1-2. 3-93; (HJ/T2. 4-95 Acoustic Environment; (HJ/T19-1997 Non-Pollution Ecology Impacts; 11. The Reply from NEPA on " The Review of EIA Outline of Laoyemiao to Hohhot Highway of Dandong to Lhasa National Artery, NO.78, (1999), June 22, 1999, (Appendix I ); 12. The Circular from EPB of Inner Mongolia Autonomous Region on the Standards for EIA for Laoyemiao to Hohhot Highway, October 12, 1999, (Appendix 2 ); 13. The Letter from MOC on Review of the Feasibility Study Report of Laoyemiao to Hohhot Highway (Substitution Proposal of Project), No. 45, (1999), February 8, 1999, (Appendix 3); 14. The proxy on implementation of EIA of Laoyemiao - Jining Hohhot Highway (Appendix 4); 15. The Engineering Feasibility Study for Laoyemiao - Jining highway National of the Dandong - Lhasa Trunk Highway by Inner Mongolia Transport Design and research Institute, February, 2001; 16. The World Bank Operational Manual: OP/BP/GP4.01: Environmental Assessment. 1.4 Scope of Assessment Based on the TOR for EIA , the scope for EIA of the proposed Laoyemiao to Jining highway is shown in Table. 1-1. 1.5 Standards ofAssessment According to the reply from the EPB of Inner Mongolia on the standards for EIA for the highway (Appendix 2) and the request of environmental specialist of the World Bank, the following standards or regulations are applied for the EIA. See Table 1-1. The assessment elements and the limits of standards are presented in Tables 1 -2a through 1-3c. Table 1-1 Scope and Standards of EIA of Laoyemiao - Jining Highway Items Scope Standards or regulations Applied Ecological 300 m on either sides Tcchnical Guideline for Ecological Environment Environment Assessment (HJ/TI9- 1997) Ambient air 200m on either sides GB3095-96 Class 2 "Ambient air quality standard" 2  Environmental Impact Statement for Laoyemiao-Jining Highway Acoustics 200 m within the road center Reply from NEPA on Noise Standards in EIA for Highway Construction Land use Direct impact: permanent land use of the right-of-way Law of Land Use, PRC Indirect impacts of the proposed highway to the long- term land use Social Direct impact: 200m on either sides Regulations for EIA for Highway environment Indirect impact: areas of special attention Construction Projects (JTJO05-96) Surface water: 500m upstream and 1000m dowvnstream GHZB I-1999 Class III of Water from bridges Environmental quality standard for environment surface water Service areas: sewage discharge GB8978-1996 Class 3 of Comprehensive standard of Sewage Discharge Table 1-2a Assessment standards for Acoustics Items Standard Levels Leq (dB) Remarks Daytime nighttime GB3096-93 (Standard of ambient Residential areas 70 55 environmental noise in urban area) Class 4, l'V row School & hospital 55 45 Class I standard of GB3096-93 will be adopted at I st row of classrooms(Request of the World Bank) Construction sites 70-75 55 GB12523-90, noise limits for boundary construction sites Table 1-2b Assessment Standards of Ambient Air Quality Unit: mg/Nm3 Pollutants Time of taking example Concentrations limit remark 2 3 CO daily average 4.00 4.00 6.00 Class-two in GB3095-1996 Hourly average 10.00 10.00 20.00 NOx daily average 0.10 0.10 0.15 Hourly average 0.15 0.15 0.30 TSP daily average 0.12 0.30 0.50 Note: Class-one applies to natural preservatives, resorts and some other areas specially needed. Class-two applies to residential areas, shopping and traffic mixed areas, cultural, industrial and rural areas. Class-three applies to some special industrial zones. Table 1-2c Quality Standards for Water Types Class pH COD, Oil SS Remarks 11 15 0.05 GHZBI-1999 Surface water III 6.5-8.5 20 IV 30 0.5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ V6-9 401 _ _ _ _ _ _ _ _ _ _ _ _ Sewage discharge Class 3 6-9 500 30 400 GB8978-1996 Notes: unit is mg/L with exception of pH. 3  Environmental Impact Statement for Laoyemiao-Jining Highway 1.6 Phases of Assessment (Table 1-3) Table 1-3 EIA Phases for the Proposed Highway Construction 2001 '2004 Initial stage of operation 2005 I st year in operation Short-term of operation 2010 l 5th year in operation Mid-term of operation 2015 I0t& year in operation Long-term of operation 2025 20' year in operation 1. 7 Contents and Focuses of Assessment Through the identification of environmental factors and screening of assessment elements and based on the TOR for EIA , the assessment contents are as follows: 1. Ecological environment: vegetation, soil erosion, soil conservation plans, agricultural production and land (farmland) resources etc. 2. Social surroundings: land acquisition, resettlement, social disruption and social-economic benefits of the project, tourism, ethnic minority. 3. Noise environment: Highway traffic noise and construction noise. 4. Ambient air: Vehicular exhaust gases (NO2, CO), fugitive dust and asphalt haze. 5. Water: Waste water from service areas, sewage and refuse from construction campuses, waste water and other wastes resulting from construction activities, and last, accidental spills of hazardous materials. 6. Public participation Ecological environment, acoustic environment, analysis of impacts on social environment and Public participation will be focused on in this statement. 7. Environmental Management and Training, Environmental Monitoring Plan 8. Analysis of Alternatives 4  Environmental Impact Statement for Laoyemiao-Jining Highway 2 BASELINE INTRODUCTION TO THE PROJECT 2.1 Geographical Position, Route Alignment and Major Controlling Points 2.1.1 Geographical Position The total length of Laoyemiao to Jining Highway is 91.28 km. The recommended whole route is a completely new alignment. It lies in the mid-western part of Inner Mongolia being one section connecting Hohhot and Jining as major cities in Inner Mongolia. It passes through Xinghe County and the City of Jinning. For its geographical location, see Figure 2-1. 2.1.2 Major Controlling Points The starting point of the recommended option is at Laoyemiao on the border between Inner Mongolia and Hebei Province (Station K273+720). It heads from east for west to the destination (at station K365+000, Sanhaonandi of Jining via Chengguan Town of Xinghe County (south of the town), Toudaunaobao, Jiabazibei, Niuming Village, Bayintala and Shaquan. The main line crosses 208 National Highway here. 2.1.3 Route Alignment (Recommended Option) Laoyemiao to Jining Highway goes from east to west in principle. The section from Laoyemiao to Toudaonaobao goes in the south of the existing highway. However, the section from Toudaonaobao to Niuming Village the proposed alignment goes in the north of the existing highway. For more detail, refer to Appendix Figure. 2.2 Construction Scale and Major Technical Standards The total length of the recommended route is 91.28 km with a total cost of 1,779,373,900 yuan RMB. It is suggested that the whole line be newly built by adopting expressway technical standards. The width of subgrade is 26 m. The construction period is three years (2002-2004). The major technical indexes are shown in Table 2-1. Table 2-1 Major Technical Standards for the Alignment Items Unit Levels Notes Road class expressway Plain light rolling areas Road length km 91.28 Design speed km/h 100 Subgrade width m 26 Driving lane width m 4 X 3.75 Max. Longitudinal grade % 4 Total width of large or m 2 X 12.5 middle-sized bridges Bridge design load Auto-super 20, ______________________ ~Trailer -120 Pavement structure types Asphalt and concrete 2.3 Prediction of Traffic Volume According to the Project Feasibility Study Report, the predicted average annual daily traffic volume of the characteristic year is presented in Table 2-2 5  Figure 2-1 Geographical Location of the Proposed Highway -> - I Hei longjiang |Laoyemiao-Jining Section |K. wt *s* |Jiniing-Holiliot Sect ionl '!orgol:ia N exms * 5'* o;~s /$ an 7~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Gnnsh > ... , z , - <<p .................................'T I! e Pf) *caanxi -- - -- - - - - b*VI\, ,sS*Vov.r  f *_ ; t \ * 4 t $ L W t ^ * ^ /- /-II* i.Z L~~~~L 4 \ 1 .3 Existing Highway(Q11O) /" /4I~K- *>-t Hebei Province t~~~ Li v- ___ _e ' ,> = U'11' a dgR~e nq i L ike .: abv efiiiaco >(;fHIJ - o ( R Beijinig t icL. r M -Z alI ie. 1,- -Tlv Fig.2-la Geographical Lacation of the Laoyemiao-Jining Highway \-_As.O_ t ~ |v; X, -I '-'-- - - _ _ __  Environmental Impact Statement for Laoyemiao-Jining Highway Table 2-2 Predicted Traffic Volume Unit: vehs/d year MTE Xinghe to Jining PCU 2005 6309 12618 2010 10317 20635 2015 14642 29283 2020 20565 41129 2024 25280 50560 2.3 Baseline Engineering Works Based on the feasibility study report, the major work amount is shown in Table 2-3. Table 2-3 Predicted Work Amount (Recommended Option) Order Item Unit Amount I Alignment length km 91.28 Earth/stone works km3 122296.98 2 earth km3 8465.5 stone km3 3764.1 3 Subgrade protection kM2 5591.49 4 pavement km2 2031.10 5 Large bridge m/place 1387.02/8 6 Middle-sized or small bridges M/place 1049.38/30 7 culverts location 152 8 channels ni/place 9 interchanges Location 2 10 Grade separations place 9 11 passageways place 78 12 Land occupied mu 7491 13 Service areas Place 2 14 Toll stations place 2 15 Administrative section place 3 16 Total cost billion 1.779 Note: a unit of area,1 mu=0.067 ha 2.4.1 Subgrade (1) Subgrade width Based on the feasibility study report, the width of subgrade for the whole line is 12.5 x 2 m with a median divider of 3.0 m. On either sides of the dividers, there is a curb belt with a width of 0.75 m. There are two driving lanes with each being 3.75 m wide. There are a 3.25 m hard shoulder and a 0.75 m earth shoulder. The standard subgrade sectional drawing is presented on Figures 2-2(a) and 2-2(b). (2) Subgrade slopes Section of filling: When the elevation of filling is less than 6 m, the cut slope is IH:1.5V. While the elevation is more than 6 m, the cut slope is 1: 1.5 at the upper part and 1:1.75 at the lower part with the division at 6 m. Sections of cutting: In case of earth cutting, the cut slope is 1:1.0; in case of stone cutting with light wind erosion, the cut is 1:0.3; in case of stone cutting with severe wind erosion, the slope is 0.75; when the elevation of cutting is higher than 20m, the slope is 1:0.5 or 1: 1.0 depending on the extent of wind erosion. (3) Subgrade protection For general sections, the cut slopes are protected with mansonry meshes and grasses; for the dry sections, the slope are protected with mansonry meshes and clay covers; for the cutting sections, the slopes are protected with slurry schists depending on the conditions. 7  u~ 0 Emergenc Tel e 2750/2 2450/2 Marker Sign Emergency Telephone . - (150) .. 75 32 5 2x375 .75 150!100 S0. 20175 2 50 7s . 5 Slope Protection Squares i 32 x 50 2 ~ ~ ~ ~ ~ ~ ~ ~ -2 50 100 240 200 00 240_100,,50 Separation I I Fence Horizontal Line ' Highway Boundary __ Right-of-way r _ _ _ _ _ _ _ _ _ _ - - ~ ~ ~1 Figure 2-2(a) Sketch Map of Standard Subgrade Cross Sectioni (Fill Subgradc)  so.ggf ~ ~~~~~ 3E ,V2 R a X Z 50~~~~O0 ~ ~ u to - Separation Fence v r c c00 60 Lin 1.t . k )0 t& I~~~~~~~~~~~~~~~~~~~~~~~-lorizontal Lino __ 0 | Xj ~~~~~~~~2 7 5 0L 2 4 50Oi/2 /"O / eocn75, 325 2x375 75 150 100 50 2x375 250 1 75 @ L 7 Boundary Marker , F : 2 t.,Marker Sign Slurry Schist Slope Pr6tection - Piping I Staon Gu Right-of:way K -2 1 0 0v 1 50