A-14 PWS.doc

Attachment 1 for FA5209-09-T-0185

DEPARTMENT OF THE ARMY

UNITED STATES ARMY GARRISON, JAPAN

DIRECTORATE OF PUBLIC WORKS

UNIT 45006 APO AP 96343-5006

PERFORMANCE-BASED WORK STATEMENT

FOR

Update Installation Spill Prevention Control and Countermeasure Plan Geographic Information System

USAG-J HONSHU INSTALLATIONS

Camp Zama

30 Jun 09 (FEWR No. ARJ03F0015)

TABLE OF CONTENTS

SECTION 1 DESCRIPTION OF SERVICES/ GENERAL INFORMATION

Page 3-12

SECTION 2 SERVICES SUMMARY

SECTION 3 GOVERNMENT FURNISHED SERVICES

SECTION 4 APPENDICES

Page 14-18

SECTION 1

1.

DESCRIPTION OF SERVICES/ GENERAL INFORMATION. The Contractor shall provide all necessary labor, supervision, management, tools, equipment, transportation, materials and any other items or services necessary to update and develop an Installation Spill Prevention Control and Countermeasure Plan Geographic Information System in accordance with this Performance-Based Work Statement (PWS), the Japan Environmental Governing Standards (JEGS), and with commercial and local standards.

1.1. SERVICES REQUIRED. The Contractor shall update and develop an Installation Spill Prevention Control and Countermeasure Plan Geographic Information System for each US Army Garrison, Japan (USAG-J) installations (Camp Zama, Sagamihara Family Housing Area, Sagami General Depot, Yokohama North Dock, Akasaka Press Center, Kawakami Ammunition Depot, Akizuki Ammunition Depot, Hiro Ammunition Depot, Kure Pier No. 6 and Ondo Family Housing Area). This shall be accomplished by performing the services listed from 1.1.1 to 1.1.4 in accordance with the Japan Environmental Governing Standards (JEGS) as well as applicable Japanese Environmental laws and regulations.

1.1.1. PLANNING.

1.1.1.1. The Contractor shall prepare and submit the work plan in an electronic format, (MS Word and/or MS Excel), by email to the Quality Assurance Personnel (QAP) for his/her acceptance within thirty (30) calendar days after the contract award, prior to the commencement of work. The Contractor shall make necessary adjustments to the work plan to avoid disruptions to the Army mission essential activities. The adjustments and revisions shall be made at no additional cost to the Government.

1.1.1.2. The work plan shall include, but not be limited to, schedule, survey methods (with justifications for applying the methods), and data collection. This plan shall cover all areas in Camp Zama, Sagamihara Family Housing Area, Sagami General Depot, Yokohama North Dock, Kawakami Ammunition Depot, Akizuki Ammunition Depot, Hiro Ammunition Depot, Kure Pier No. 6 and Ondo Family Housing Area.

1.1.1.3. The work plan shall be developed based on preliminary surveys including, but not limited to, preliminary study of historical records and other related references.

1.1.1.4. PRE-PERFORMANCE MEETING: The Contractor shall coordinate with QAP to convene a pre-performance meeting, prepare and submit the meeting minutes to QAP. The intention of the meeting is to finalize project coordination, to confirm the work schedule, to resolve any technical issues, and to ensure smooth project execution.

1.1.2. MAJOR WORK TASK. The required services in this work are (1) prepare Geographic Information System (GIS) point data of all Underground Storage Tanks (UST), Aboveground Storage Tanks (AST) and Hazardous Waste Accumulation Points (HWAP), (2) create aero laser profiler surface elevation models for the installations in Kanto area (Camp Zama, Sagamihara Family Housing Area, Sagami General Depot, Yokohama North Dock, Akasaka Press Center); and (3) analyze and model the possible spill area for UST, AST and HWAP in Kanto area (Camp Zama, Sagamihara Family Housing Area, Sagami General Depot, Yokohama North Dock, Akasaka Press Center). The detailed requirements for each item are as follow.

1.1.2.1 Prepare the GIS data of UST, AST and HWAP points

The work includes the items below:

(a) Identify the UST, AST and HWAP sites (total 190 points, see Appendix B) by referring to the provided report (Adobe and Microsoft Word format, see Appendix C) and site map (1/2500).

(b) Input point name, tank volume, responsible organization, telephone number, etc for each point, which data will be provided in Word or Excel format.

(c) Prepare the Adobe pdf file for each UST, AST and HWAP which is composed from the extracted pages from section 1.1.2.1 (a) referenced report with the analysis result which shows its possible spill area.

(d) The data format shall be in accordance with the information listed in 1.1.3.3

1.1.2.2 Conduct elevation survey

The work includes the items below:

(a) Installations which will be surveyed are Camp Zama, Sagamihara Family Housing Area, Sagami General Depot, Yokohama North Dock, Akasaka Press Center, which area dimensions are in Appendix A. Includes 5% to 10% of vicinity area from the installation boundary.

(b) With aerial survey method, capture laser profiler data of subject area with 50cm x 50cm ground resolution. Simultaneously, capture true color digital image of the surface (aerial image).

(c) Prepare ortho rectified aerial images at 20cm x 20cm ground resolution.

(d) Create Digital Elevation Model (DEM) and Digital Surface Model (DSM) from laser profile. Create DSM includes filter DEM and remove tree crown heights, automobiles, and other major objects that may mislead analysis of the possible spill area.

1.1.2.3 GIS analysis of UST, AST, and HWAP possible spill area Analyze the possible spill area from UST, AST and HWAP points (total 150 points, see Appendix B) by using elevation data, tank location and tank volume, and prepare the GIS data of analyzed possible spill area.

The work include below items

(a) Data preparation The data preparation will contain the conversion of elevation data and point data (UST, AST, and HWAP) which are used for possible spill area’s analysis.

(b) Analysis method Analyze the possible spill area by using elevation data, tank location and tank volume.

(c) Verification of analysis result

Verify the analysis result by mapping the tank point and analyzed spill area.

(d) Prepare the overlay map of aerial photo and possible spill area for each point Prepare the spill map for each tank using 1/2500 size map in Adobe Acrobat format (.pdf) as background.

(e) Prepare the overlay map of aerial photo and possible spill area for each point Prepare the each tank’s spill area map in Adobe Acrobat format (.pdf) using aerial photo as background.

(f) Prepare the GIS data of possible spill data which format shall be in accordance with the information listed in 1.1.3.3.

1.1.2.4 Prepare the report in both in Japanese and English. The report shall contain the following items.

(a) Outline of project

(b) Method of survey and GIS analysis

(c) Result of survey and GIS analysis

1.1.3. SUBMITTALS.

1.1.3.1. The Contractor shall submit two (2) copies of the draft report in both English and Japanese to the Environmental Division, Directorate of Public Works (DPW), USAG-J. Within 30 calendar days of receipt of comments from the QAP, the Contractor shall incorporate these comments and submit two (2) copies of the final report to the QAP.

1.1.3.2. Two (2) set of CD-ROMs with electronic versions of the final report (Microsoft Office 2003 format) shall be submitted to the QAP at the time of submittal of the hard copy reports. Maps (both hard copy and electronics) shall be provided in accordance with a format approved and coordinated with the QAP. (This could further be discussed at the pre-performance meeting).

1.1.3.3 Geographic Information System (GIS): The contractor shall provide all geospatial data pertinent to this project as follows.

The formats shall be in accordance with the information listed below. Each geospatial data file shall be accompanied by Federal Geographic Data Committee (FGDC) compliant metadata. For GIS information that is collected from other sources, the contractor shall provide the information below as is practical. All geospatial products shall comply with the following:

i. U.S. Army Corps of Engineer’s Engineering Manual 1110-1-2909 http://140.194.76.129/publications/eng-manuals/em1110-1-2909/toc.htm

ii. Data Standards for Facilities, Infrastructure, & Environment (SDSFIE) format. Geospatial files shall be named to the standard convention, and attribute fields and records will be completed and compliant, unless otherwise specified in this PWS.

iii. All geospatial data shall be delivered and viewable in Environmental Systems Research Institute (ESRI) format.

a. All ESRI project files shall be delivered in MXD format. The MXD files will be set to store layers as relative path.

b. Interim vector data may be delivered in either shapefile (.shp) or personal geodatabase (Version 9.x) feature class format (.mdb).

c. Final data shall be delivered in personal geodatabase (Version 9.x) feature class format (.mdb). The geodatabase(s) shall be in compliance with the SDSFIE and formatted/stored in accordance with standards developed by ESRI. The contractor shall perform a quality check to ensure its geodatabase is in compliance with the SDSFIE requirements prior to submission of the file. A free geodatabase builder and an SDSFIE Compliance Checker are available through The SDSFIE web link.

http://www.sdsfie.org/SDSFIEHome/tabid/36/Default.aspx

d. DEM/DSM data will be delivered in an ESRI compatible format, such as ESRI GRID, Terrain dataset, or Triangular Irregular Network (TIN) format. The files will include FGDC-compliant metadata that thoroughly explains how the grid was derived.

iv. All aerial raster geospatial files used shall be delivered in either .tif, Lizardtech’s MrSID .sid format, or ERDAS Imagine’s .img format. The files shall be geo-referenced and include FGDC-compliant metadata.

v. All geospatial files will be delivered in the Japan Geodetic Datum 2000 (JGD2000) horizontal datum, Mean Sea Level (MSL) vertical datum. Geospatial files for Camp Zama, Sagamihara Family Housing Area, Sagami General Depot, Yokohama North Dock, and Akasaka Press Center shall be on JGD2000 Zone 9. Geospatial files for Kawakami Ammunition Depot, Akizuki Ammunition Depot, Hiro Ammunition Depot, Kure Pier No. 6, and Ondo Family Housing Area shall be on JGD2000 Zone 3.

vi. All interim and final geospatial data shall include Federal Geographic Data Committee (FGDC) compliant metadata per Executive Order 12906 (April, 1994), as amended by Executive Order 13286 (March, 2003). The metadata will be delivered in Extensible Markup Language (XML) format. XML format metadata can be created using ArcGIS’ ArcCatalog software. If ArcGIS’ ArcCatalog software is not available, FGDC-compliant metadata may be created using the free CorpsMet software, which can be downloaded at http://corpsgeo1.usace.army.mil/. Additional tutorials on metadata, are available at http://www.fgdc.gov/metadata.

vii. All maps exported from GIS software shall be provided in Adobe Acrobat format (.pdf).

1.1.4. PROJECT CLOSING. After completion of surveys, areas in which the Contractor performed work shall be cleaned by the Contractor. Any failures in the implementation process attributable to human error shall be corrected or compensated by the Contractor at no additional cost.

1.2. INTERFERENCE WITH GOVERNMENT OPERATIONS. The Contractor shall schedule its survey activities so as not to interfere with U.S. Government operations. In the event that the nature of the work makes such interferences unavoidable, the contractor shall provide the QAP with a minimum of five (5) days advance notification of the proposed work.

1.3. GENERAL INFORMATION.

1.3.1. QUALITY ASSURANCE. The Government will evaluate the Contractor’s performance by appointing a QAP to monitor performance to ensure services are received. The QAP will evaluate the Contractor’s performance through intermittent on-site inspections. The Government may inspect each task during / after the performance.

1.3.2. GOVERNMENT REMEDIES. The Contracting Officer (CO) shall follow FAR 52.212-4, Contract Terms and Conditions-Commercial Items for the Contractor’s failure to perform satisfactory services or failure to correct non-conforming services.

1.3.3. QUALITY ASSURANCE PERSONNEL (QAP). The Contractor shall coordinate all aspects of this project with the QAP authorized/designated by the CO.

1.3.4. CONTRACT MANAGEMENT.

1.3.4.1. QUALIFICATIONS. The Contractor shall utilize personnel with recent experience in developing GIS data for public service. Minimum qualifications of key personnel shall include possession of Gijutsu-shi or equivalent.

1.3.4.2. The Contractor shall not depart from, nor perform beyond, this PWS and its referenced criteria without the written approval of the CO.

1.3.5. CONTRACTOR PERSONNEL.

1.3.5.1. CONTRACT MANAGER. The Contractor shall provide a contract manager who shall be responsible for all requirements in this PWS. The name of this person and an alternate(s), who shall act for the Contractor when manager is absent, shall be designated in writing to the CO within seven (7) calendar days after award. The Contractor shall provide telephone numbers of the contract manager and alternate(s) for other than normal duty hours. He/She must be able to read and write English.

1.3.5.2. CONTRACTOR EMPLOYEES. The Contractor personnel shall be easily recognized as contractor employees. This may be accomplished by wearing distinctive clothing bearing the name of the company or by wearing appropriate badges, which include the company and employee names. The Contractor personnel must have an identification card issued by his/her company and shall present the card to the QAP upon request.

1.3.5.3. REMOVAL OF CONTRACTOR’S EMOPLOYEES. The Contractor shall utilize only experienced, responsible, and capable employees in the performance of this contract. The CO may require the Contractor be removed from the Government job if any of his/her employees who endanger persons or property, or whose continued employment under this contract is inconsistent with the interests of military security.

1.3.5.4. THIRD COUNTRY NATIONALS (TCN). The Security Forces on each base control entry to the base. Under certain circumstances, the TCN might be denied entry. It is the Contractor’s responsibility to coordinate with Security Forces at each base when there is a question about particular circumstances.

1.3.5.5. U.S. GOVERNMENT OR MASTER LABOR CONTRACT EMPOYEES. The Contractor shall not hire employees of the U.S. Government and/or Master Labor Contract employees if employing such persons would create a conflict of interest, or appearance of a conflict of interest as determined by the CO. The Contractor shall not employ any person who is an employee of the Department of the Army, either military or civilian, unless such person seeks and receives approval according to DODD 5500.7, Standards of Conduct.

1.3.5.6. MILITARY PERSONNEL. The Contractor is cautioned that off-duty active military personnel hired under this contract may be subject to permanent change of station (PCS), change in duty hours, or deployment. Military Reservists and National Guard members may be subject to recall to active duty. Abrupt absence of these personnel could adversely affect the Contractor’s ability to perform; however, their absence at any time shall not constitute an excuse for non-performance under this contract.

1.3.5.7. PERSONNEL LIST. The Contractor shall provide a complete roster of all personnel (includes contract manager and alternate contract manager) to the U.S. Government prior to performance start date. Roster must include name, address and telephone number of employee. The Contractor shall maintain a current listing of employees, providing updates as changes occur.

1.3.5.8. INSTALLATION BASE PASSES. The U.S. Government will issue all required Installation/Base Passes and Controlled Area Badges to contractor personnel at no cost to the Contractor. Vehicle insurance certificate are required to obtain Base Passes and must cover the automobile liability insurance in the types and minimum amounts of (a) Bodily Injury - ¥30,000,000 per person per occurrence, in addition to the Japanese Compulsory Insurance (JCI), and (b) Property Damage - ¥3,000,000 per occurrence. The Contractor shall be responsible for all passes issued to his/her own or subcontractor’s employees under this contract. The Contractor shall return all applicable passes upon termination of employment or completion of this contract to the Japanese Pass Section, and a certificate of receipt shall be obtained.

NOTE: The Contractor is required to comply with U.S. Army Regulation 190-5 http://www.apd.army.mil/USAPA_PUB_pubrange_P.asp for personnel pass requirements. The Contractor is also required to comply with U.S. Army Garrison, Japan Regulation 190-13 http://www.apd.army.mil/USAPA_PUB_pubrange_P.asp for vehicle pass requirements. These regulations are available for the selected contractor’s review upon personnel and/or vehicle pass issuance.

1.3.6. SECURITY REQUIREMENTS. Contractor shall ensure each employee obtains required pass and identification items for access to the facilities. These items are issued by the Security Forces Pass and Registration Section. Contractor and employees shall return identification cards to Security Forces within 24 hours of termination or completion of this contract. All other government identification for terminated employees shall be returned to the CO within 24 hours of termination.

The Contractor shall not commence work at the job site until an Accident Prevention Plan and a Job Hazard Analysis are submitted for review and approved by CO or his duly designed representative. The contractor is responsible for reviewing and applying section 1 of EM 385-1-1, the US Army Corps of Engineer’s Safety and Health Requirements Manual.

1.3.7 REPORTS OF DAMAGES, DESTRUCTION, INJURY, OR DEATH

1.3.7.1 The Contractor shall report all incidents of damage or destruction to property, or personal injury or death to any person, arising out of and during the performance of this contract. For the purposes of this clause, the term “property” includes equipment, freight, or property of any type, whether Government owned or not. The term “Contractor” includes the Contractor, its agents, servants or employees.

1.3.7.2. The Contractor shall submit these reports to the CO through the DPW as follows:

(1) A preliminary report shall be made as soon as practicable after the time the incident occurs. Report may either verbal or facsimile.

(2) A complete written report shall be submitted within 96 hours after occurrence of the incident. A copy of this report shall be furnished to the DPW.

1.3.8. All data, reports, and other materials produced under this contract are the property of the U.S. Government and will not be released by the Contractor or its affiliates without written approval from the contracting office.

1.3.9. ENVIRONMENTAL. Per the AR 200-1and the Installation Environmental Management System Implementation Plan (EMSIP) of 18 Apr 08, contractor personnel are required to complete the Environmental Management System awareness training prior to commencing operations on any USAG-J installations. This could further be discussed at the pre-performance meeting.

1.3.10. DISPOSAL OF MATERIALS. All debris generated from the work shall be removed from the job site and disposed by the contractor in accordance with the laws of Japan.

1.3.11. REPONSIBILITY FOR DAMAGES. Any damages caused to U.S. Government property during the course of performing this contract shall be restored, replaced and/or repaired to its original condition at no additional cost to the U.S. Government.

1.3.12. HOURS OF OPERATION.

1.3.12.1. AVAILABILITY OF FACILITIES. The facilities will be made available to the contractor 24 hours, 7 days a week, including U.S. holidays.

1.3.12.2. U.S. HOLIDAYS. Recognized US holidays are listed below. Holidays falling on a Saturday may be observed on the preceding Friday. Holidays falling Sunday may be observed on the following Monday.

DATE HOLIDAY

1st January New Year’s Day

3rd Monday in January Martin Luther King’s Birthday

3rd Monday in February President’s Day

Last Monday in May Memorial Day

4th July Independence Day

1st Monday in September Labor Day

2nd Monday in October Columbus Day

11th November Veteran’s Day

4th Thursday in November Thanksgiving Day

25th December Christmas Day

1.3.13. PERFORMANCE OF SERVICES DURING CRISIS DECLARED BY THE NATIONAL COMMAND AUTHORITY OR OVERSEAS COMBATANT COMMANDER. This provision is not applicable since no services are required during the crisis. The CO or QAP shall notify the Contractor, by any means of communication, of a crisis. There shall be no costs paid by the Government to the Contractor during a crisis except those costs incurred for work performed under this contract and PWS.

1.4.10. CONTRACTOR MANPOWER REPORTING. The office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor will report ALL contractor manpower (including subcontractor manpower) required for performance of this contract. The Contractor is required to completely fill in all the information in the format using the following web address: https://contractormanpower.army.pentagon.mil. The required information includes: (1) Contracting Office, CO, and CO’s Technical Representative; (2) Contract number, including task and delivery order number; (3) Beginning and ending dates covered by reporting period; (4) Contractor name, address, phone number, e-mail address, identity of contractor employee entering data; (5) Estimated direct labor hours (including sub-contractors); (6) Estimated direct labor dollars paid this reporting period (including sub-contractors); (7) Total payments (including sub-contractors); (8) Predominant Federal Service Code (FSC) reflecting services provided by contractor (and separate predominant FSC for each sub-contractor if different); (9) Estimated data collection cost; (10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of reporting this information); (11) Locations where contractor and sub-contractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website); (12) Presence of deployment or contingency contract language; and (13) Number of contractor and sub-contractor employees deployed in theater this reporting period (by country). As part of its submission, the contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending 30 September of each government fiscal year and must be reported by 31 October of each calendar year. The Contractor may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a contractor’s systems to the secure web site without the need for separate data entries for each required data element at the web site. The specific formats for the XML direct transfer may be downloaded from the web site.

SECTION 2

2. SERVICES SUMMARY

The following Services Summary (SS) identifies the performance objectives and performance thresholds for critical tasks associated with providing support services for this requirement. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

SS#1

Prepare the GIS data of UST, AST and HWAP points

SS#2

Conduct elevation survey

SS#3

GIS analysis of UST, AST, and HWAP possible spill area 1.1.2.3.

3 defects per all submitted data.

SS#4

Prepare the report in both in Japanese and English

SS#5

Submittals

2.1 Quality Control The contractor shall develop and maintain a quality control program to ensure updating and develop an Installation Spill Prevention Control and Countermeasure Plan Geographic Information System are performed in accordance with commonly accepted commercial practices and services identified in this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-performance and continual repeat of defective service does not occur. As a minimum, the contractor shall develop quality control procedures addressing the areas identified in paragraph 2, Services Summary.

SECTION 3

GOVERNMENT FURNISHED SERVICES

3. GOVERNMENT FURNISHED SERVICES.

3.1. SECURITY FORCES AND FIRE PROTECTION. Upon request for assistance, the following units will provide services on base as necessary:

Base Emergency Telephone 911

SECTION 4

APPENDICES

4. APPENDICES.

Appendix A. – Area dimensions for Airborne Surface Profiling AppendixB. –The number of UST, AST and HWAP to prepare the GIS dataThe number of UST, AST and HWAP to analyze the possible spill area

Appendix C –Sample Location map of AST, UST and HWAP in SPCCP

Appendix A

Area dimensions for aero laser profiler surface elevation models

Appendix B

(1) The number of UST, AST and HWAP to prepare the GIS data

(2) The number of UST, AST and HWAP to analyze the possible spill area

Appendix C

(1) Sample Location map of AST, UST and HWAP in SPCCP

(2) Sample report of AST, UST and HWAP in SPCCP (1/2)

(3) Sample report of AST, UST and HWAP in SPCCP (2/2)

_1303302650.xls Summary (20090508)

Site Name Land Location

AC Ha km2 UST AST HWP

Kanto

015 Akasaka Press Center 7.80 3.2 0.032 1 2 3

915 Yokohama North Dock 127.05 51.4 0.514 3 7 3

210 Camp Zama 578.10 234.0 2.340 12 40 22

705 Sagami General Depot 528.35 213.8 2.138 5 25 14

435 Sagamihara Family Housing Area 149.50 60.5 0.605 4 8 1

Hiroshima 0.000

045 Akizuki Ammunition Depot 138.20 55.9 0.559 0 10 1

090 Kawakami Ammunition Depot 643.70 260.5 2.605 1 13 3

971 Hiro Ammunition Depot 88.40 35.8 0.358 3 2 2

615 Kure Pier No. 6 2.86 1.2 0.012 3 1 0

615 Ondo 0.69 0.3 0.003 1 0

Sum 2264.7 916.5 9.2 33 108 49

1AC= 0.40469 Ha

1Ha= 0.01 km2

Summary

Site Name Land Location

AC Ha km2 UST AST HWP

Kanto

015 Akasaka Press Center 7.80 3.2 0.032 1 2 3

915 Yokohama North Dock 127.05 51.4 0.514 3 7 4

210 Camp Zama 578.10 234.0 2.340 12 40 24

705 Sagami General Depot 528.35 213.8 2.138 5 25 15

435 Sagamihara Family Housing Area 149.50 60.5 0.605 4 8 1

Hiroshima 0.000

045 Akizuki Ammunition Depot 138.20 55.9 0.559 0 10 2

090 Kawakami Ammunition Depot 643.70 260.5 2.605 1 13 3

971 Hiro Ammunition Depot 88.40 35.8 0.358 3 2 3

615 Kure Pier No. 6 2.86 1.2 0.012 3 1 0

615 Ondo 0.69 0.3 0.003 1 0

Sum 2264.7 916.5 9.2 33 108 55

1AC= 0.40469 Ha

1Ha= 0.01 km2

Ondo vs Kure Pier

Parking Heating

Open Storage Line

JA FAC Buildings Land Helipad & Sidewalk Road Electric Incl D.H.W. Gas Sewage Water

NO NO Site Name NO. SF AC SY SY SY LF LF LF LF LF

615 4152 Kure Pier No. 6 12 56,928 2.86 0 1,309 2,847 4,312 164 0 898 1,896

Ondo Family Housing Area 5 9,124 0.69 0 321 467 885 1,012 0 521 466

Total: 17 66,052 3.55 0 1,630 3,314 5,197 1,176 0 1,419 2,362

Family Housing Data

No. of No. of Units

Bldgs Actual Diverted SF

Kure (Ondo) 2 5 0 8,580

&A

Page &P

Sheet3

Sheet4

Sheet5

Sheet6

Sheet7

Sheet8

Sheet9

Sheet10

Sheet11

Sheet12

Sheet13

Sheet14

Sheet15

Sheet16

_1303302737.xls

Site Name Land Location

AC Ha km2 UST AST HWAP

Kanto

015 Akasaka Press Center 7.80 3.2 0.032 1 2 3

915 Yokohama North Dock 127.05 51.4 0.514 3 7 3

210 Camp Zama 578.10 234.0 2.340 12 40 22

705 Sagami General Depot 528.35 213.8 2.138 5 25 14

435 Sagamihara Family Housing Area 149.50 60.5 0.605 4 8 1

Sum 0.000 25 82 43

090 Kawakami Ammunition Depot 643.70 260.5 2.605 1 13 3

971 Hiro Ammunition Depot 88.40 35.8 0.358 3 2 3

615 Kure Pier No. 6 2.86 1.2 0.012 3 1 0

615 Ondo 0.69 0.3 0.003 1 0

Sum 2126.5 860.6 8.6 183 98 49

1AC= 0.40469 Ha

1Ha= 0.01 km2

Parking Heating

Open Storage Line

JA FAC Buildings Land Helipad & Sidewalk Road Electric Incl D.H.W. Gas Sewage Water

NO NO Site Name NO. SF AC SY SY SY LF LF LF LF LF

615 4152 Kure Pier No. 6 12 56,928 2.86 0 1,309 2,847 4,312 164 0 898 1,896

Ondo Family Housing Area 5 9,124 0.69 0 321 467 885 1,012 0 521 466

Total: 17 66,052 3.55 0 1,630 3,314 5,197 1,176 0 1,419 2,362

Family Housing Data

No. of No. of Units

Bldgs Actual Diverted SF

Kure (Ondo) 2 5 0 8,580

_1302503534.xls

Land Location

AC Ha km2 UST AST HWP

Kanto

015 Akasaka Press Center 7.80 3.2 0.032 1 2 3

915 Yokohama North Dock 127.05 51.4 0.514 3 7 4

210 Camp Zama 578.10 234.0 2.340 12 40 24

705 Sagami General Depot 528.35 213.8 2.138 5 25 15

435 Sagamihara Family Housing Area 149.50 60.5 0.605 4 8 1

Hiroshima 0.000

045 Akizuki Ammunition Depot 138.20 55.9 0.559 0 10 2

090 Kawakami Ammunition Depot 643.70 260.5 2.605 1 13 3

971 Hiro Ammunition Depot 88.40 35.8 0.358 3 2 3

615 Kure Pier No. 6 2.86 1.2 0.012 3 1 0

615 Ondo 0.69 0.3 0.003 1 0

Sum 2264.7 916.5 9.2 33 108 55

1AC= 0.40469 Ha

1Ha= 0.01 km2

Parking Heating

Open Storage Line

JA FAC Buildings Land Helipad & Sidewalk Road Electric Incl D.H.W. Gas Sewage Water

NO NO NO. SF AC SY SY SY LF LF LF LF LF

615 4152 Kure Pier No. 6 12 56,928 2.86 0 1,309 2,847 4,312 164 0 898 1,896

Ondo Family Housing Area 5 9,124 0.69 0 321 467 885 1,012 0 521 466

Total: 17 66,052 3.55 0 1,630 3,314 5,197 1,176 0 1,419 2,362

Family Housing Data

No. of No. of Units

Bldgs Actual Diverted SF

Kure (Ondo) 2 5 0 8,580