MtA, Inc.
2225 Drake Avenue, Suite 8
Huntsville, Alabama 35805
Remediation of Sites in the U.S. Virgin Islands and Puerto Rico
(Contract DACA87^92-D-0147
Delivery Order 0003
SITE CHARACTERIZATION
FORMER FORT SEGAMA, U.S.V.I.
PHASE I REMEDIAL INVESTIGATION (RD REPORT
U.S. Army Engineering Division, Huntsville
ATTN: CEHND-CT-D (A. Prince)
P.O. Box 1600
Huntsville, Alabama 35807-4301
200.1e
I02VI097701 03.10 0001
10 January 1995
5100-003
2225 Drake Avenue, S.W.
Suite 8
HontsTllle, Alabama 3580S
(205) 883-4451
Commander
U.S. Army Engineer Division, Huntsville
ATTN: CEHND-CT-D/A. Prince
P.O. Box 1600
Huntsville, AL 35807-4301
Subject: Revised Phase I Remedial Investigation (RI) Report, Former Fort Segarra, U.S.V.I.
Dear Ms Prince:
The enclosed Phase I Remedial Investigation (RI) Report is submitted in accordance with
Delivery Order 0003, Contract DACA87-92-D-0147. This report has been revised based
on comments received from CEHND using CEHND Form 7. Annotated copies of the
completed CEHND Form 7's are also enclosed.
This report has also been distributed to other agencies per requirements in the delivery
order. Copies of the CEHND Form 7's, however, were not provided to agencies outside of
CEHND.
Please feel free to contact me or Mike Moran at 883-4451 regarding this submission.
Sincerely,
MTA, Incj
obart B. Noll
Corporate Operations Officer
encl as
TABLE OF CONTENTS
1.0 INTRODUCTION 
1
1.1 Objective. 
1
12 History 
1
2.0 REPORT FORMAT. 
1
2.1 Basic Report. 
1
12 Maps. 
1
13 Reid Log Books. 
1
2.4 Video Tapes. 
1
3.0 EXPOSURE DATA. 
2
3.1 Manhours. 
2
32 Vehicle Mileage. 
2
33 Flight Data. 
2
4.0 OPERATIONS 
2
4.1 Flamingo Bay Warehouse and T-anHfill Area. 
2
12 Tamarind Tree Bay 
2
13 Test Area 4. 
2
4.4 Test Area 5 
3
4 £ Test Area 6. 
3
4.6 Test Area 8. 
3
4.7 Sampling, 
3
4.8 UXO/OEW Found. 
4
5.0 SUPPLIES AND EQUIPMENT 
4
6.0 WEATHER ANT) TERRAIN 
5
6.1 Weather 
5
62 Terrain. 
5
7.0 QUALITY CONTROL 
5
8.0 SITE SAFETY 
5
8.1 Safety Briefing iTailgatei 
5
8.1 Safety Training. 
5
$2 Safety Moniioring. 
5
S3 Personal Protective Equipment (PPE) 
5
9.0 IMPACT OF OPERATIONS. 
6
9.1 EcologicaL 
6
92 EnvironineniaL 
6
10.0 SUMMARY & RECOMMENDATIONS. 
6
ii
10.1 Summary
102 Recommendations.
ANNEX A 
MAPS
ANNEX B 
SENIOR UXO SUPERVISOR LOG BOOK
ANNEX C 
TEAM 1 LOG BOOK
ANNEX D 
TEAM 2 LOG BOOK
ANNEX E 
SITE SAFETY OFFICER (SSO) LOG BOOK
ANNEX F 
CONTRACTOR'S SCOPE OF WORK (SOW)
6
6
ANNEX G 
GEOPHYSICAL SWEEP PROCEDURES
ill
' • 
•
!
;
SITE CHARACTERIZATION
FORMER FORT SEGARRA, U.S.V.I.
PHASE I REMEDIAL INVESTIGATION (RI) REPORT
1.0 INTRODUCTION
1.1 Objective. MTA, Inc. of Huntsville, Alabama was awarded Contract DACA87-92-D-
0147, Delivery Order 0003 on 31 March 1993 to perform site characterization and debris
removal operations at Former Fort Segarra, Water Island, U.S. Virgin Islands. 
MTA
mobilized 
on 14 March 1994 and completed all operations on 9 June 1994. Wyle
Laboratories of Norco, California was a subcontractor to MTA for work under this delivery
order.
13 History. Former Fort Segarra on Water Island was the site of the Toxic Storage Yard
of a Department of the Army chemical weapons test program called the San Jose Project
from mid 1948 to mid 1950. This site was also the location of testing of persistent and
lethal chemical agents during this time. The project moved to Dugway Proving Grounds,
Utah in late 1950 and all operations ceased at Former Fort Segarra.
There is only one post 1950 recorded event which related to the test program on
Water Island. In 1966 during construction of a warehouse on Water Island near Flamingo
Bay, two bombs were uncovered. These were identified as M70 and M78 type bombs and
were vented by a U.S. Navy Explosive Ordnance Detachment with no documented release
of agent, although eye witness accounts and military records differ.
2.0 REPORT FORMAT.
2.1 Basic Report. The Basic Report consists of those items shown in the Table of Contents.
22 Maps. 
Reduced copies of maps for Test Area 5 (TA5), Test Area 4-2 (TA4-2), and
Flamingo Bay Warehouse and Landfill area (FB-1, FB-2, and FB-3; one map) are included
in this report. These are copies of the latest maps submitted to the Anomaly Review Board
(ARB). Reproducible copies of full size maps are provided to the ARB as needed in the
course of review.
23 Field Log Books. Copies of the Senior UXO Supervisor, Team Supervisors and Site
Safety Officer (SSO) field log books are included in annexes to this document (see Table
of Contents). Original log books were submitted with earlier reports, per the contractor's
scope of work.
2.4 Video Tapes. Two video tapes were submitted to U.S. Army Engineer Division,
Huntsville (CEHND-PM-OT) with the draft final report.
3.0 EXPOSURE DATA.
3.1 Manhours. Total number of man-hours worked on site: 6,501.5.
32 Vehicle Mileage. Total motor vehicle mileage: 2,458.
33 Flight Data. No flight operations were conducted during this project.
4.0 OPERATIONS
4.1 Flamingo Bay Warehouse and Landfill Area. MTA investigated this area in the latter
stages of this investigation because of heavy debris and vegetation. MTA personnel
discovered a vented 1 ton container in the FB-2 area which appeared to be from the San
Jose Project. In addition, a local worker told the U.S. Army Corps of Engineers site
representative that he was present during the demobilization of the San Jose Project at
Flamingo Bay in 1950 and saw where projectiles were buried in what is now a linear
depression which looks like a covered ditch. The Technical Escort Unit took a soil sample
from the 1 ton container. As of this writing (8 July 1994), the U.S. Army Engineer Division,
Huntsville has not received a report of the results of this soil sample. The 1 ton container
remains on site in FB-2 pending disposition directives from the U.S. Army Corps of
Engineers, Huntsville Division.
Magnetometer sweeps of FB-2 gave almost a continuous "ring off1 which indicates a large
number of anomalies in this area of Flamingo Bay warehouse and Landfill Area. MTA also
found what appeared to be numerous buried automobiles which earlier investigation
reported were used as fill for the extension of the shoreline in the 1960's. No further
investigation is anticipated or recommended for this area.
Magnetometer sweeps of FB-1 and FB-3 indicated a few anomalies but appeared to be
random metal objects and gave no indication of buried UXO or UXO related material.
MTA does not recommend intrusive investigation in FB-1 or FB-3 for this reason.
42 
Tamarind Tree Bay. Surface investigation of Tamarind Tree Bay indicated no
suspected buried UXO or UXO materials. The brown unvegetated area near the beach is
probably the beginnings of a salt marsh according to Corps of Engineers and local resident
opinion. 
No OEW or OEW related scrap was found in this area. 
MTA does not
recommend additional investigation of Tamarind Tree Bay.
43 Test Area 4. MTA conducted a surface investigation of Test Area 4-1 located between
the dirt road and the shore line. Test Area 4-1 was relatively clear of debris and heavy
vegetation. Magnetometer sweeps indicated some anomalies but did not give indications
of any buried UXO or UXO related materials. MTA does not recommend intrusive
investigation in Test Area 4-1.
MTA had to clear the heavy debris and 78 junk vehicles in Test Area 4-2 before any surface
investigation could continue. The debris and 78 junk vehicles were transported off of Water
'• t.
Island and disposed of at the St. Thomas public landfill after coordination with St. Thomas
authorities. MTA drained and segregated the automotive fluids and junk batteries. MTA
will dispose of these automotive fluids and junk batteries in accordance with U.S. Army
Engineer Division, Huntsville directives. Local hazardous waste disposal service companies
do not exist in the U.S. Virgin Islands. Consequently MTA had to contact such companies
on Puerto Rice and most were not responsive to MTA's request for cost proposals to
dispose of the automotive fluids and junk batteries. Only Crowley Environmental Services
responded with a partial unit price quotation which indicated that the cost of disposing of
these wastes will be significant. At the direction of the U.S. Army Corps of Engineers site
representative, MTA has stored these wastes temporarily at Test Area 4-2 with suitable
protection from the elements. (Note: since submission of the draft report, MTA has
subcontracted with Vanguard Environmental Services for disposal of the material. Action
is ongoing as of this submission).
The surface investigation of Test Area 4-2 indicated large number of anomalies of a
suspicious nature which could be buried UXO or UXO materials. In addition, MTA found
an 8 foot diameter circular area in TA 4-2 which was sunken and had no vegetation growing
in it. This was most unusual since the surrounding area was covered with thick tropic
vegetation. Magnetometer readings indicated almost a continuous response in the circular
area.
No OEW or OEW related scrap was found in the area. MTA recommends intrusive
sampling of the area (per findings of the ARB), and specific intrusive investigation of the
circular depression area in Phase II.
4.4 Test Area 5. MTA had to remove substantial heavy tropic vegetation and consolidate
approximately 90 cubic yards of household debris at the concrete structure before any
substantive surface investigation could be accomplished. The surface sweeps indicated a
large number of anomalies, a subset of which may be classified as suspect buried UXO or
UXO material. While there is less probability of finding buried UXO or UXO materials
in Test Area 5 than in Test Area 4-2 or Test Area 4-2 Circle, MTA recommends conducting
intrusive investigation in Test Area 5 because of the anomalies found and the history of the
use of TA-5 for testing during the San Jose Project.
No OEW or OEW related scrap was found in the area. MTA recommends intrusive
sampling of the area (per findings of the ARB)
4.5 Test Area 6. MTA conducted a surface investigation of Test Area 6 and found no
anomalies which would indicate buried UXO or UXO material. No OEW or OEW related
scrap was found in this area. MTA does not recommend Test Area 6 for intrusive
investigation.
4.6 Test Area 8. MTA conducted a thorough surface investigation of Test Area 8 and
found no suspect anomalies. No OEW or OEW related scrap was found in this area. MTA
does not recommend intrusive investigation of Test Area 8.
4.7 Sampling. MTA conducted 9 sampling operations in accordance with the sampling
plan. According to recent feedback from the U.S. Army Engineer Division Safety Office,
all 9 samples were properly transmitted through the chain of custody records and had no
indication of Chemical Warfare Material (CWM) contamination. The TEU sampled the
soil in the 1 ton container at FB-2. All samples sent off site for analysis produced negative
results.
4.8 UXO/OEW Found. The only UXO or UXO related item found during the project was
the 1 ton container in FB-2. Container was examined and sampled. Container presented
no explosive or CWM hazards.
5.0 SUPPLIES AND EQUIPMENT
MTA used the following major equipment during this project:
6 
Schonstedt Magnetometers
1 
Front End Loader
1 
Fork Lift, Rough Terrain
1 
Stake Bed Truck, 1/2 ton
2 
Suzuki 4 x 4 light trucks
4 
Homelite Brush Cutters
8 
Motorola Radios MT1000
1 
Camera Recorder, VCR
1 
Camera 35mm
1 
Photo Ionization Detector
2 
Gas powered brush trimmers
Various watercraft for personnel, cargo, debris, and emergency transport
Multiple 20 cubic yard dumpsters
Common hand tools
Various respirators and personal protective equipment.
Various expendable supplies (paper, pencils, tape, plastic bags, etc).
6.0 WEATHER AND TERRAIN
6.1 Weather. The weather was not a significant factor in the execution of the work under
this delivery order. However, during the month of May, the temperature in the afternoon
at the work sites FB-2 and TA 4-2 did curtail some late afternoon work. UXO Supervisors
were especially vigilant in observing their work crews and prevented many heat related
injuries by insisting on frequent rest and water breaks. The location of many of the works
sites was sheltered from the prevailing winds in the afternoon.
6.2 Terrain. The terrain of Water Island is characterized by a rocky shoreline except for
a few beach and landings suitable for small watercraft. The island runs northeast to
southwest with a ridge line down the middle of the island. The work sites were generally
flat except for Test Area 6 which had a rough surface bisected by a cut.
7.0 QUALITY CONTROL
MTA implemented the Quality Control Plan which included careful verification of all
temporary monuments, location of sample points and anomalies. The MTA Quality Control
Specialist worked closely with MTA supervisors and the Corps of Engineers representatives
to ensure the accuracy of all findings. Quality Control documentation is contained in the
SSO log book.
8.0 SITE SAFETY
MTA implemented the site safety plan and rigorously enforced the requirements of that
plan. Every worker read and understood the safety plan and supported it throughout the
work on Water Island.
8.1 Safety Briefing (Tailgate). MTA conducted a daily tailgate safety briefing to emphasize
specific safety challenges for the day and to gather feedback from the crews about current
safety procedures. These daily safety meetings are documented in the appropriate log
books.
8.1 Safety Training. MTA conducted safety training on every piece of equipment used on
the job. MTA made a special point of emphasizing the need for care while working in the
proximity of heavy equipment.
8.2 Safety Monitoring. 
The Technical Escort Unit provided continuous monitoring of
all operations during the work on Water Island. In addition, MTA provided a Photo
Ionization Detector (PID) while conducting the surface investigation in Test Area 4-2.
83 Personal Protective Equipment (PPE). MTA provided all the appropriate PPE to the
work force on this project to include respirators with the proper canisters, safety goggles,
hard hats, gloves, steel toe shoes, long sleeve work shirts and long trousers.
In addition, MTA provided 5 minute escape bottles for the crew for rapid evacuation from
the work site.
9.0 IMPACT OF OPERATIONS.
9.1 Ecological. No significant ecological impacts resulted from operations conducted in this
phase of the investigation.
92 Environmental. Test Area 4-2 was significantly improved during the operation via
removal of car bodies and associated debris. Test Area 5 and Flamingo Bay area 2 were
also improved by removal and/or internal movement of debris and materials.
10.0 SUMMARY & RECOMMENDATIONS.
10.1 Summary. Site Characterization actions and results during this phase provided no
basis for further investigation of TA6, TA8 or Tamarind Tree Bay. Results from activities
in TA4-2, TA5 and FB-2 indicated need for further investigation, of which sampling of
anomalies appeared to be the most appropriate means. The circular depression in Test
Area 4-2 and the suspected pit in Flamingo Bay Area 2 warrant specific intrusive
investigation.
10.2 Recommendations.
a. Recommend intrusive investigation of the circular depression in Test Area 4-2 and
the suspect pit area near the discovered 1-ton container in FB-2. In addition, approximately
10% of the anomalies, hot grids and hot areas in FB-2, TA4-2 and TA5 should be intrusively
sampled in order to support future decisions regarding the effects of military activities on
Water Island.
b. MTA recommends that subsequent activities be supported with on-site facsimile,
copying and automation capabilities. 
These capabilities would greatly improve
communications, recording of information among key organizations and to facilitate contact
with local suppliers and subcontractors.
ANNEX A
MAPS
E 1.1S7.3I0
| N U1.K»
I 1,H7.»OO
NOTE: Circled "S" numbers represent recommended sampling
locations for Phase II of the Site Characterization. These are
under review of the ARB as of 28 December 1994.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
|N (31.100
E i.itT.liO
E 1.HT.M0
mta, inc.
12 CM 1»94
APPROVED I T :
M. Mor«n
J. Thomai
DACA87-92-D-0147, D.O. 003/D.O.003
FORMER FORT SEGARRA, WATER ISLAND, U.S.V.I
DWO. NO.
FLAMINGO BAY-2
I N 01.850
E 1.187.850
1 N 83.650
E 1.108.400
\ 
\
V 
1
1. 
|2 
3 
4 
5 
6 
7 
8\ 
9i 
10 11 12 13 14 15 16 17^18 19 20
SUSPECT
CIRCULAR 
|
DEPRESSION!
WATER VALVE OUTLETS
NOTE: Circled "S" numbers represent recommendc ' sampling
locations for Phase il of the Site Characterization. These are
under review of the ARB as of 28 December 1994.
mta, inc.
1": ~ SO'
APPROVED BY:
M. Moran
J. Thomas
DACA87-92-D-0147, D.O. 003/D.0.003
FORMER FORT SEGARRA, WATER ISLAND, U.S.V.I
owe. NO.
TEST AREA 4-2
> N 631.200
E 1,108.400
1
N 831.850
E 1.188.650 >
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SCALE:
0»T£: 
1 2
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ORIGINAL PLANNED AREA OF
GRID BOUNDARIES
- 
HOT AREA BOUNDARIES
: INTEREST
MONUMENTS
L 
OTHER FEATURES
mta, inc.
I'^SO1
Oct 1994
APPROVED »Y:
M. Moran
DRAWN IY: . _ .
J. Thomas
«EVI»ED: 
29 D«C 1994
DACA87-92-D-0147, D.O. 003/D.O.0O3
FORMER FORT SEGARRA, WATER ISLAND, U.S.V.I
DWG. NO.
TEST AREA S
ANNEXB
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ANNEXE
SITE SAFETY OFFICER (SSO) LOG BOOK
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ANNEXF
CONTRACTOR'S SCOPE OF WORK (SOW)
SCOPE OF WORK
SITE CHARACTERIZATION AND DEBRIS REMOVAL
FORMER FORT SEGARRA, U.S.V.I.
23 March 1993
1.0 BACKGROUND AND GENERAL STATEMENT OF WORK: The work required
under this Scope of Work (SOW) falls under the Defense Environ-
mental Restoration Program (DERP). Explosive ordnance contami-
nation by past Department of Defense (DOD) activities exists on
property that was formerly owned by DOD.
1.1 Ordnance and Explosive Waste (OEW) is a safety haiard and
constitutes an imminent and substantial endangerment to site
personnel and the local populace. During this site characteri-
zation, it is the Government's intent that the contractor should
not encounter OEW but will be prepared to deal with OEW if found.
1.2 This site is a suspected Chemical Warfare Materiel (CWM)
site. If the contractor encounters suspected Chemical Surety
Materiel (CSM) during work, the contractor will withdraw from the
immediate work area and notify the on-site Corps of Engineers,
Huntsville Division (CEHND) coordinator who will in turn contact
the Technical Escort Unit (TEU). The contractor shall be
responsible for the security of the item until relieved by
military authority. Once the CSM item is recovered by th«
military, the contractor shall be directed to continue
characterization operation, suspend operations until further
notice, or begin demobilization dependent upon the direction of
the CEHND on-site coordinator.
1.3 GENERAL DESCRIPTION.
1.3.1 The U.S. Army Chemical Corps moved its San Jose
Project (tropical test site) from the Island of San Jose, Panama
to St. Thomas, U.S.V.I., in 1948 and occupied the facilities
there until 1950 when operations were moved to Dugway Proving
Ground, UT. Chemical testing was accomplished at Water Island,
U.S.V.I.
1.3.1.1 Test areas were located on Water Island. Water
Island was also the site of the Toxic Storage Yard.
1.3.1.2 During construction excavation in 1966 on Water
Island, two or more bombs identified as M70 and M78 were
unearthed. Standard M70 is filled with H and the standard M78
can be filled with either Phosgene (CG), Cyanogen Chlorida (CK),
or Hydrogen Cyanide (AC). supposedly, the recovered bombs were
vented with no release of agent. Eye witness accounts and
military records differ. The bombs may have been empty.
1.3.1.3 Water Island consists of approximately 500
DACA87-92-D-0147 0003/01 
8
acres. It is owned by the U.S. Interior Department and leased to
Water Island, Inc. Water Island has been further subleased to
individuals who have built homes and improved the property.
1.3.2 The following ammunition items have been involved -n
tests conducted at Fort Segarra:
125 lb. Chemical Bombs filled with Hf HD, or GA
4.2" Mortars, filled with GA or GB
Bomb, particulate, 4 lb.,m El.
CK Bombs and Ton containers
M70 Bombs filled with HD or GA
M33A1 Spray Tank filled with GA
E45 Chemical Bomb filled with GA
E23 smoke pot, filled with GA, GBf HD, HT, HN3, and HQ.
German DC 250 III 3r Bombs filled with GA.
Records indicate that E46 Bombs (modified 115 lb. M70) GA
or GB filled and E52 Bombs (modified T3E1 125 lb.) GA or GB
filled were removed from St. Thomas when the San Jose Project
moved.
* * 
1.3.3 The areas included in this SOW are numbered test
areas 1 thru 8. In addition, a scrape yard with hurricane debris
which borders and includes part of test areas 4 and 5 is the
location the bombs were reported to have been dug up in 1966.
This area has recently been fenced by CEHND and will be
considered as Operable Unit (OU) 1 under this SOW. 
Also, +*ve
southern end of Tamerind Tree Bay may have been used for disp
of solid waste during DOD possession. 
*
1. 4 DEFINITIONS.
1.4.1 Unexploded explosive ordnance (UXO): An item of
explosive ordnance which has failed to function as designed or
has been abandoned or discarded and is still capable cf
functioning, causing damage to personnel or materiel. UXO
constitutes an imminent and substantial endangermenc to site
personnel and the local populace.
1.4.2 UXO Specialist: A graduate of the U.S. Naval
Explosive ordnance Disposal (EOD) School, Indian Head, MDr with a
minimum of 3 years active duty military EOD experience, employed
by the contractor.
1.4.3 
EOD Specialist: Active duty military qualified
graduate of the U.S. Naval Explosive Ordnance Disposal (EOD)
School currently serving in a TOE or TDA EOD position.
1.4.4 
Chemical Surety Material (CSM): Chemical agents and
their associated weapon systems, or storage and shipping
containers that are either adopted or being considered for
military use. CSM is categorized as follows:
DACA87-92-D-0147 0003/01 
9
1.4.4.1 Category I: Bulk nerve agents stored in 1-ton
containers, neat rounds (nerve and non-nerve), nines,
rockets, and bombs, less those items described in
categories II, IV, and V, below.
1.4.4.2 Category II: CSM in an approved demilitari-
z at ion program or recovered from Army installations or
the civilian community.
1.4.4.3 Category III: Binary munitions or inter-
mediates with both components uploaded, located
together, or mixed.
1.4.4.4 Category 17: Bulk non-nerve agents stored in
1-ton containers, except that approved for demilitari-
zation, or RDTE, surveillance or training.
1.4.4.5 Category V: CSM used for authorized ROTE
projects, specific surveillance programs, intelligence
evaluation or scheduled training programs.
1.4.4.5.1 Category Va: Quantities greater than
exempt research, development, test and evaluation
(ROTE) dilute solutions but less than or
equal to the equivalent of one milliliter (or
one gram for solids) of neat chemical agent.
1.4.4.5.2 Category Vb: Quantities greater than
one milliliter but less than or equal to one
liter of neat chemical agent.
1.4.4.5.3 Category Vc: Quantities greater than
one liter of neat chemical agent.
1.4.4.6 Category VI: Industrial chemicals (chlorine,
hydrogen and potassium cyanide, carbonyl chloride,
cyanogen chloride, chloropicrin) contained in items
configured as a weapon.
1.4.5 Chemical Agent: A chemical substance that is
intended for use in military operations to kill, seriously
injure, or incapacitate a person through its physiological
properties. Excluded from consideration are riot control agents,
chemical herbicides, smoke, and flame.
1.4.6 Chemical Surety: Those controls, procedures, and
actions which contribute to the safety, security, and reliability
of CSM, and to the assurance that there will be no chemical
events.
* * 
2.0 OBJECTIVE: Execute all necessary plans that were prepared
DACA87-92-D-0147 0003/01 
10
under Delivery Order l of this contract as specified in the Tasks
listed below. No additional plans have been added. Contractor
shall not start any field work until plans have been approved.
Assist in conducting public meetings. Perform Hazardous and
Toxic Waste (HTW) sampling and movement of non-DOD debris.
Perform soil sampling. Clear vegetation from the work
site. Perform geophysical mapping of underground anomalies.
Perform Quality Control. Prepare and submit reports. 
# w
3.0 DESCRIPTION OF SERVICES.
3.1 (TASK 1) SITE SPECIFIC, WORK PLAN/SAFETY, HEALTH, AMD
EMERGENCY RESPONSE PLAN/CHEMICAL DATA ACQUISITION PLAN AND
ADDITIONAL PLANS. The contractor shall obtain Government
approval of the Site Specific Work Plan (SSWP), which includes a
Safety, Health, and Emergency Response Plan (SHERP), and a
Chemical Data Acquisition Plan (CDAP) developed in Delivery Order
#1 of this contract. Additional plans developed in Delivery
Order #1 which must be approved include the Property Equipment
Plan (PEP) , Work Data and Cost Management Plan (WDCMP), Quality
Control Plan (QCP) , and the Site Specific Environmental
Protection Plan (SSEPP). All plans must be approved prior to
beginning any field work at the site.
3.2 
(TASK 2) PUBLIC MEETING.
3.2.1 The contractor shall assist in conducting a public
meeting in St. Thomas, U.S.V.I., to further inform the public of
the purpose of this Delivery order, the procedures to be
followed, and the cooperation requested. A written record of 
±
attendees' questions and answers shall be accomplished and be
provided as part of the Removal Report.
3.2.2 The contractor shall propose a methodology to
accomplish this task for approval by the CO.
3.2.3 All press releases and media appearances shall be
coordinated with and approved by the Public Affairs Office (PAO) ,
Corps of Engineers Jacksonville District/Antilles Area Office in
coordination with the CEHND PAO.
3 . 3 
(TASK 3) 
SAMPLING, ANALYZING, AND RELOCATING NON-DOD
DEBRIS.
3.3.1 The contractor shall execute the approved sampling
and analysis plan for characterizing potential HTW associated
with the non-DOD debris in the Flamingo Bay landfill, test area
4, and test area 5.
3.3.2 The contractor shall adhere to permitting require-
ments associated with the non-DOD debris movement and identified
as necessary in the approved plan.
DACA87-92-D-0147 0003/01 
11
3.3.3 In the event where non-DOD generated debris hinders tfc
execution of the CWM investigation, the contractor shall move i
within the work site as Practicable. If retention on site is nc
practical, solid waste must be transported and dsposed of properly
Should hazardous or toxic waste posing an immediate threat to tfc
environment be encountered when moving this debris, the centractc
is required under this scope of work to prepare manifests
transport off site, and properly dispose of such waste.
3.4 
(TASK 4) SAMPLING AND ANALYSIS OF VEGETATION.
3.4.1 The contractor shall execute the plan prepared
during Delivery order #1 to conduct sampling and analysis of
soil, it is not anticipated that OEW shall be encountered
on the surface, but if OEW is encountered, it shall be dealt with
as a component of the investigation.
3.4.1.1 The procedures utilized during this investi-
gation shall comply with those covered in CEHND Safety Concepts
and Basic Considerations for UXO (encl 1).
3.4.1.2 In the event UXO is encountered, the CO shall
be notified, who will in turn request support from the TEH or
supporting EOD. The contractor shall secure the UXO pending the
arrival of the TEU or EOD Team. Any movement off site of
hazardous UXO shall be conducted only by military EOD qualified
personnel.
3.4.1.3 If an encountered UXO is suspected of
containing a toxic military chemical agent, all operations shall
cease and the contractor shall withdraw from the immediate) work
area. The UXO site shall also be secured by two UXO personnel,
and the CEHND on-site coordinator notified, who will in tarn
request TEU supporr.
3.4.4 The contractor shall follow the approved methodology
to accomplish this task in the SSWP.
3.5 (TASK 5) VEGETATION CLEARANCE. The contractor shall
clear vegetation-from the site to be geophysically mapped.. All
brush and vegetation to a size of 3 inches in diameter shall be
removed from the site. Brush will be mulched or piled for future
mulching at the direction of the CO. Brush shall be cleared from
all areas required to perform mapping. The contractor shall .
ensure that all environmental requirements for brush clearing,
such as endangered plant or animal life is observed. The
contractor shall not begin vegetation clearance until approval
from the CO has been received.
3.6 
(TASK 6) GEOPHYSICAL MAPPING. The contractor shall map
all of the areas identified in Tasks 4 and 5 above, using a
combined system of magnetometers, metal detectors, ground
penetrating radar, non-intrusive soil gas sampling or other
DACA87-92-D-O147 0003/01 
12
existing maps depicting anomalies in the soil to a depth of 8
feet. This overlay will show both the horizontal and vertical
dimensions of the anomalies. No intrusive activity (i.e. soil
boring) shall occur. The contractor shall propose the technic
and methodologies to be used for this task for government
approval.
3.7 
(TASK 7) PERFORM QUALITY CONTROL.
3.7.1 The contractor shall provide the necessary personnel
and equipment to administer a Quality Control (QC) Program to
manage, control, and document his own and his sub-contractor's
activities.
3.7.2 The individual performing the QC shall not be
involved in the performance of other tasks. QC shall be a
separate function and be performed in accordance with the
approved Quality Control Plan developed for Delivery Order 1.
3.8 
(TASK 8) PREPARE AND SUBMIT PHASE I REMEDIAL INVESTI-
GATION (RI) REPORT
3.8.1 At the conclusion of the field work, the contractor
shall submit the RI Report which consists of the following:
3.8.1.1 A reproducible copy (full-sized mylar drawing)
of all maps and the originals of all field books, layout sheets,
computation sheets, abstracts, computer printouts, and all unique
items created or used to create the end products required by tv -
SOW.
3.8.1.2 Detailed accounting of all UXO and UXO-related
materiels located within the project.
3.8.1.3 A daily journal of all activities associated
with this sow.
3.8.1.4 A video tape (furnished only to CEHND-PM-OT) .
3.8.1.5 A recapitulation of exposure data. This shall
include total number of nan-hours worked on site, total motor
vehicle mileage, total number of flying hours, and number of
flights.
3.8.1.6 Maps of traverses and subsurface anomalies.
3.8.1.7 Recommendations for continued investigation
and sampling based on the results from this SOW.
3.8.1.8 QC documentation.
* * 
3.8.1.9 A detailed accounting of cost for the handlinc
transport, and disposal of non-DOD generated waste. 
Back-up
DACA87-92-D-0147 0003/01 
13
documentation of these costs shall be furnished with the fine
submission to the contracting officer. 
^
3.9 REPORTS AND SUBMITTALS. The contractor shall prepare
reports and provide subraittals in accordance with paragraph 4.0.
3.10 CONTRACTOR QUALIFICATIONS. The contractor shall furnish
a staff that is qualified through training and experience that
will safely accomplish the objective and tasks of this SOU. The
SSWP shall list personnel intended to execute the planned work
and contain "heir resumes.
3.10.1 Training requirements of 29 CFR 1910.120e(i) shall
not apply to the preparation of the plans in this SOW. Tile
requirements shall apply in the execution of planned field work.
4.0 SUBMITTALS:
4.1 The contractor shall furnish copies of all plans and
reports as indicated in paragraph 4.3 to each addressee listed
below in the quantities indicated. The contractor shall utilize
overnight delivery services for delivering these plans and
reports. Following each submission, comments generated as a
result of their review shall be incorporated.
ADDRESSEE 
COPIES
US ARMY ENGINEER DIVISION, HUNTSVILLE 
5
ATTN: CEHND-PM-OT (MR R. FITZPATRICK)
106 WYNN DRIVE
HUNTSVILLE, AL 35805-1957
US ARMY ENGINEER DIVISION, SOUTH ATLANTIC 
2
ATTN: CESAD-PM (MR. S. ERNST)
77 FORSYTH STREET, S.W.
ATLANTA, GA 30335-6801
COMMANDER 
2
TECHNICAL ESCORT UNIT
ATTN: SMCTE-OP
ABERDEEN PROVING GROUNDS, MD 21010-5423
OFFICE OF THE PROGRAM MANAGER 
1
FOR NON-STOCKPILE CHEMICAL MATERIEL
U.S. ARMY CHEMICAL MATERIEL DESTRUCTION AGENCY
ATTN: MR. CHUCK HEYMAN
ABERDEEN PROVING GROUND, MD 21010-5401
U.S. ARMY ENGINEER DISTRICT, JACKSONVILLE 
4
ATTN: CESAJ-DP-I (MR. BRIDGERS)
400 WEST BAY STREET
JACKSONVILLE, FL 32232-0019
DACA87-92-D-0147 0003/01 
14
DEPARTMENT OF PLANNING AND NATURAL RESOURCES (DPNR) 
1 (FINAL
ATTN: MR. GABRIEL ST. SURIN, DIRECTOR OF PERMITS 
ONLY)
NISKY CENTER, SUITE 231
NO. 45A ESTATE NISKY
CHARLOTTE AMALIE, ST. THOMAS, V.I. 00802
U.S. ARMY CORPS OF ENGINEERS 
1
ANTILLES AREA OFFICE
ATTN: CESAJ-DS
400 FERNANDEZ JUNCOS AVENUE
SAN JUAN, PUERTO RICO 00901-3299
4.2 Submittals and Due Dates: The CO will issue a letter
notifying the contractor to proceed.
SUBMITTALS 
DUE DATES
Confirmation letter/ 
10 days after NTP
proposed amendments to
approved plans
Record of Meeting 
10 days after meeting
Phase I RI Report
(Draft) 
90 days after NTP
(Final) 
150 days after NTP
4.3 Status Reports and Telephone/Conversation Reports are '
monthly. The original of each of these reports shall be sent
within 10 working days of the end of the reporting period by
normal mail to:
U.S. ARMY ENGINEER DIVISION, HUNTSVILLE
ATTN: CEHND-CT-D (MS. PRINCE)
PO BOX 1600
HUNTSVILLE, AL 35807-4301
with a copy furnished to:
U.S. ARMY ENGINEER DIVISION, HUNTSVILLE
ATTN: CEHND-PM-OT (MR. FITZPATRICK)
PO BOX 1600
HUNTSVILLE, AL 35807-4301
US ARMY ENGINEER DISTRICT, JACKSONVILLE
ATTN: CESAJ-DP-I (BRIDGERS)
P.O. BOX 4970
JACKSONVILLE, FL 32232-00191
4.4 
Project Manager. 
The designated CEHND Project Manager for
this delivery order referred to in subsection 3 is Mr. Roger A.
Fitzpatrick, Ordnance & Technical Programs Division, Directorate
DACA87-92-D-0147 0003/01 
15
of Programs & Project Management; telephone 205-955-1297; telefax
205-955-5125.
5.0 REFERENCES.
5.1 AR 385-40 with USACE Supplement.
5.2 EM 385-1-1, CE Safety and Health Requirements Manual.
5.3 TM 9-13 00-206, Ammunition and Explosive Standards.
5.4 CEHND Safety Concepts and Basic Considerations for UXO.
5.5 DOD 4160.21-M, Defense Utilization and Disposal Manual.
5.6 DA PAM 60-5.
6.0 
GOVERNMENT-FURNISHED.
6.1 Right of Entry (CESAJ).
6.2 
Final Archive Report, Former Fort Segarra.
6.3 Draft Work Plan, Former Fort Segarra.
6.4 Topographic maps of test areas located on Water Island.
7.0 SPECIAL INSTRUCTIONS. 29 CFR 1926.100(a) requires personnel
to wear protective helmets in areas where there is a possible
danger of head injury from impact, or from falling or flying
objects, or from electrical shock or burns. During field
activities on ordnance projects, hard-hats need not be worn
unless a head injury threat is present.
DACA87-92-D-0147 0003/01 
16
ANNEXG
GEOPHYSICAL SWEEP PROCEDURES
The following geophysical procedures r-^ve been extracted verbatim frczn lie CEHXD
approved work plan for Phase I of ±e Frnner Fon Segarra Site Charaaerzaiicn-
4.S. Sweep Procedures.
4.8.1. Selective Vegetation Rer^cvai. Prior to commencing UXO sleeps,
vegetation in the area will be removed Vegetation will be cut as low as possible, but
vegetation removal equipment will be sec 10 a height so as to not impact any UXO which
may be laying on the surface. UXO personnel will monitor cutting operations to detect
actual and possible UXO/OEW locadces. UXO discovered during vegetation removal
win be marked for disposition with enhance found during subsequent sweeps.
4.8.2. Marking Sectors and Sweep Lanes. After vegetation has been removed
from the area, the area will be divided ~io four sectors. UXO personnel wiH mark
individual sweep lanes within each sector. Lanes will be five (5) feet wide and will be
cieariy marked with stakes and engineer *_ipe. The length of the lanes win vary
depending on the terrain. Sectors and lines will be marked on the map prior to
commencement of sweeps. Lanes vll remain intact until completion of surface and
subsurface sweep activities.
4.83. Senior UXO Supervisor deck of Area. The Senior UXO Supervisor wfll
conduct a physical check of the area :c- ^ cleared prior to sweep operations. One other
UXO qualified individual will accoirpar." the Senior UXO Supervisor.
4.8.4. Pre-Sweep Safety and Operations Briefing. Prior to commencing any
sweep operation, the Senior UXO S upervisor will brief all sweep team personnel on:
a. Description of the area to be cleared.
b. Known/suspectec crcnance present .
c. Communication rrocecuxes.
d. Safet>- precautions associated with the area.
e. Accident procedures.
f. Climatic precautions.
g. Other situation spec5c instructions.
4.8.5. Equipment Check. UXO personnel will perform equipment checks on
subsurface sweep equipment immeciaieiy after the safety briefing. Equipment
operability and support requirement ; e ^ spare batteries) will be inspected in the
process. Operational condition of each instrument will be annotated in the :og book.
The following detection equipment wiH be used for this project:
a. Schonstedt GA-51B ~2B. The Schonstedt GA-52B "2B Heii-Fiux
Magnetometer is capable of locating a 1-5-mm projectile at a depth of five (51 feet and
win be the primary instrument used by ^ie team members to locate subsurface
UXO OEW. The Mood GA-52, ~2B detect the magnetic field of a ferromagnetic
object and responds to this difference in tie magnerx: field between two sensors spaced
20 inches aoart. The response consists c: a change in the frequency signal that is
emitted by a loudspeaker.
b. Other instruments that —eet the criteria established in the SOW may
be used in the interest of safety and/or quality of effort. All such instruments wiil be
approved by USAEDH safety personnel prior to employment on site,
4.8.6. Performing UXO Sweeps. Sweep teams shall consist of a UXO
Supervisor, a UXO Specialist and a UXO Assistant. Teams will be assigned to sweep
lanes which are separated by one lane minimum (more at the discretion of the Senior
UXO Supervisor). Two members of each team wifl proceed down each lane,
simultaneously conducting visual and magnetometer sweeps and marking ordnance
locations. The UXO Specialist and the UXO assistant of each team will alternate as the
magnetometer operator and flagman* en each team. UXO Supervisors are responsible
for recording ordnance and magnetometer detections, maintaining safe intervals between
teams, and confirming OEW identifications when necessary. UXO Supervisors will also
insure i-KFc coverage of the lanes assigned UXO Supervisors will remain several
meters behind other team members, but may rotate magnetometer and flagman* duties
with other team members in the interest of health safety. Sweep lanes will stop and
stan individually. Stopping, starting, and breaks wifl be controlled by UXO Supervisors.
Subsurface sweeps will be conducted to the depths identified in the delivery order.
4.8.7. Identifying and Marking UXO. OEW. UXO/OEW will be identified by at
least two UXO twrhnirian* Identification wQl include nomenclature, location and
condition (ex, armed, unfrred damaged, burnt etc). Nomenclature and location will
posted on site maps; other information wifl be recorded on the dairy summary/inventory
forms being used on site. Suspected UXO items which cannot be identified will be
photographed and the photos sent to CEHSD. UXO/OEW wfll be marked with bicyde
flags. Flags will be offset far enough from UXO/ OEW so that they will not come in
contact with the UXO if knocked over.
4.3.S. Marking Subsurface Anomalies. Magnetometer detected anomalies wifl be
marked with bicyde flags in the same manner as UXO/OEW was marked during surface
sweeps. Location of subsurface items wifl be recorded in the log book and marked as
accurately as possible on a map of the site.
4.8.9. Identifying &. Handling Inert Items. OEW Related Scrap. Inert items and
scrap wifl be examined by at least two UXO qualified personnel, classified as OEW or
non-OEW scrap and the absence of explosives verified- See Annex I (DRMO Turn-in
Plan).
4.8.9.1. Handling Inert Items. Location and nomenclature of inert items
wfll be recorded in the site log book. Inert items wifl then be moved to the inert
segregation point near the disposal area. Iiems requiring venting wfll be separated form
items not requiring venting.
4.8.9.2. Handling OEW Related Scrap. Scrap that can be moved without
the use cf heavy equipment wfll be consolidated near established site access routes to aid
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in iaier coilecuc~ effcns. Only UXO qualified personnel will handle OEW related scrap.
Scrap which is ico iarge cr heavy, or cannot otherwise be reeved wHi be marked and
recorded for pest sweep removal
4.8.10. Non-OEW Scrap. Non-OEW related scrap will be cciiected at a site
approved by the CEHND cn-site representative for rum-in zz iocai authorities. Scrap
that can be moved wiihoui the use of heavy equipment will be consoiidated near
established site access routes to aid in later collection efforts. Non-OEW related scrap
areas will be iocaied far enough from OEW related scrap areas to prevent confusion and
mixing of material Non-UXO qualified personnel may handle OEW' related scrap.
Scrap which is too large or heavy, or cannot otherwise be moved wOl be marked and
recorded for cos sweec removal
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