Industrial Estate Authority of Thailand (IEAT) Saharatananakorn IE., Ayutthaya. Rojana IZ., Ayutthaya. Hi-Tech IE., Ayutthaya
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1 Saharatananakorn IE., Ayutthaya Rojana IZ., Ayutthaya Hi-Tech IE., Ayutthaya Factory Land IZ., Ayutthaya Bang Pa-In IE., Ayutthaya Navanakorn IZ., Pathum Thani Bangkadi IP., Pathum Thani
2 No Site Total Area (Rais) Total Factories Investment Cost (MB.) Manpower Saharatananakorn, ,34 4,696 Hi-Tech, ,034 56,096 Bang Pa-In, ,0 56,887 Rojana 9, ,504 55,957 Factory Land 70 84,360 3,65 Navanakorn 6, ,000 8,3 Bangkadi, 36 66,000 30,000, ,44 445, 3
3 6
4 7 8
5 9
6 ) High Water Level & Overflow ) High Water Pressure & Land Slide Last Design Criteria. Provide Retention Pond and Dewatering Station for Drainage with Spare Pumps and Serviced Road (Compacted Clay 0.0 m. thickness /.50 m. width min.) for Maintenance. Flood Protection Dike Must Higher than 0 Years Period Max. Flood Level ( m. free board) Width of Road not less than.50 m. Compacted Clay 0.0 m. thickness Not Disturb Water Way Revised Design Criteria. Provide Retention Pond and Dewatering Station for Drainage with Spare Pumps Within hrs. Drainage Capacity Capacity and Efficiency of Spare Pumps not less than Working Pumps Provide Serviced Road surround Retention Pond. Flood Protection Dike Must Higher than 70 Years Period Max. Flood Level ( m. free board) Strong Structure and Resist Hydro- Pressure Width of Road not less than.50 m. Not Disturb Water Way included Quantity and Direction
7 Last Design Criteria 3. In case of Fill Earth Cover the Entire Area, Allow 0.50 m. Higher than Max. Flood Level Revised Design Criteria 3. In case of Fill Earth Cover the Entire Area, Allow 0.50 m. Higher than 70 Years Period Max. Flood Level 4. Designing of Dewatering System must be considered and concerned with the capacity and direction of outer water way 5. Provide periodic maintenance 6. Provide Water monitoring system, Early Warning System and Emergency Response Plan for Flood Protection 7. Annually Inspection and Report 3 TYPE I : EARTH DIKE WITH.50 m. ACCESS ROAD 3.5m.5 m Road +5.4mMSL Highest FloodLevel =+4.9 mmsl Approx. +.4mMSL NewFill.5 Old Fill Geocell (withstones) 4
8 TYPE II : EARTH DIKE WITH RC FLOOD WALL +6.00m MSL Design Flood El.: +5.00m MSL 0 Flood El.: +4.8m MSL Concrete Slab Dike RC Floodwall Dike Crest: +4.40m MSL Precast Concrete Panel Service Road Concrete Cut-off Trench Foundation Soil (Clay) Toe Drain 5 TYPE III : EARTH DIKE WITH CONCRETE RETAINING WALL 3.9m Approx. +.4 mmsl NewFill.5m Road Old Fill +5.4 mmsl Precast Concrete Wall Flat Concrete Sheet Pile Highest Flood Level = +4.9 mmsl Geocell (withstones) 6
9 TYPE IV : FLOOD WALL 7 No. Site Total Factories Operated Fully Partly Total % Saharatananakorn Hi-Tech Bang Pa-In Rojana Factory Land Navanakorn Bangkadi Total
10 Not Operated 684 Operated 0
11 +6.00m MSL Design Flood El.: +5.00m MSL 0 Flood El.: +4.8m MSL Concrete Slab Concrete Cut-off Trench RC Floodwall Dike Crest: +4.40m MSL Precast Concrete Panel Dike Foundation Soil (Clay) Toe Drain Service Road No. 3 Site Saharatananakorn Hi-Tech Bang Pa-In Cost (M ) Started Planned Finish Temporary Dike Construction Feb. 0 3 Aug Feb. 0 3 Aug. 0 4 Rojana, Feb. 0 3 Aug Navanakorn Bangkadi, Feb. 0 3 Aug Mar. 0 3 Aug. 0 Total 5,5.9
12 % WORK PROGRESS REPORT Temporary Dike Construction Project Saha Rattana Nakorn Client : Industrial Estste Authority of Thailand(IEAT) and Saha Rattana Nakorn Co.,LTD Contractor : st Development Division, st Thai Army Area, Royal Thai Army Update to : 9 Sep Contract Start : 7 Aug 0 Finish : 5 October 0 ; 60 Days Report By : IEAT Item Description Quantity Duration 0 Working % Aug Sep Oct Schedule Actual Weight Days Start Finish Start Finished % Progession Mobilization & Preparation L.S. 5 3% 7 Aug 3 Aug 7 Aug 3 Aug 00% Surveying & Clearing 48,000 sq.m. 5 0% Sep 5 Sep 7 Aug Excavation Removed and 3 30,375 cu.m. 5 0% 4 Sep 8 Sep 7 Aug Compaction Existing Dike Fill and Compaction Dike 4 33,030 cu.m. 40 6% 6 Sep 5 Oct 9 Sep Embankment 5 Big Bag Installtion on Dike,6 Pcs 45 9% 9 Sep 3 Oct 4 Sep 97.9% % 75% 50% 6 Frontage Road Improvement 4,774 cu.m. 0 3% Oct 0 Oct Planned 4% 7 Finishing & Modification 5,00 cu.m. 0 6% Oct 0 Oct Actual 9.33% 5% 8 Demobilization & Recovery L.S. 5 3% Oct 5 Oct % 7 Aug 5 Oct Planned Progression Actual Progression 0% Current % 8% 6% 7% 6% 3% 0% Accumulate % 8% 34% 5% 67% 90% 00% Current % 3.50%.37% 3.46% Accumulate % 3.50% 5.87% 9.33% Plan 4.00% Actual 9.33% Delayed.67% 3 5m 4m Local Road +5.4 mmsl Highest Flood Level = +4.9 mmsl Approx. +.4 mmsl New Fill.5 Old Fill Geocell (with Stones) 4
13 3.9m Approx. +.4mMSL NewFill.5m Road OldFill +5.4mMSL Highest FloodLevel =+4.9mMSL Precast ConcreteWall Geocell (withstones) Flat Concrete SheetPile m MSL Design Flood El.: +5.00m MSL 0 Flood El.: +4.8m MSL Concrete Slab Concrete Cut-off Trench RC Floodwall Dike Crest: +4.40m MSL Precast Concrete Panel Dike Foundation Soil (Clay) Toe Drain Service Road 6
14 3.9 m Approx. +.4 m MSL New Fill.5 m Road Old Fill +5.4 m MSL Highest Flood Level = +4.9 m MSL Precast Concrete Wall Geocell (with Stones) Flat Concrete Sheet Pile 7 8
15 No. Site Cumulative Planed Progress (%) Cum. Existing Progress (%) at 7 Sep 0 Compare to Plan Cum. Existing Progress (%) at 30 Aug 0 Compare to Last Update Saharatananakorn 4.00% 9.33% -.67% 3.00% +6.33% Hi-Tech 94.50% 90.9% % 85.0% +5.7% 3 Bang Pa-In 4 Rojana 66.96% 75.00% +7.39% 7.00% +3.00% 00.00% 98.00% -3.00% 94.00% +4.00% 5 Navanakorn 00.00% 97.83% -3.00% 95.00% +.83% 6 Bangkadi 93.97% 84.08% -3.99% 77.9% +6.6% 9 30
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