DEPARTMENT OFTHE NAVY 

COMMANDER 

NAVY REGION HAWAII 

850 TICONDEROGA 5T STE 110 

PEARL HARBOR HI 98880-5101 

//2, Y/C~

`'' 

CERTIFIED MAIL NO. 7002 3150 0003 9288 6284 

Mr. Richard Takaba 

Project Officer 

So1id & Hazardous Waste Branch 

Hawaii Department of Health 

919 Ala Moana Boulevard Room 212 

Honolulu HI 96814 

5090 . 00013 

Ser N465/ 

1 ~ JAN 2505 

12F 

SUBJECT: RED HILL TANK COMPLEX QUARTERLY PROGRESS REPORT (JANUARY 2005) 

FACILITY I.D. NO. 9-,J0J&271/RELEASE I.D. NOS. 9900WI?.~;°S3tdO11&. A"'bd28 

Dear Mr. Takaba: 

In response to the State of Hawaii Department of Health Letter, U08023RT, 

dated August 12, 2004, we are providing the following quarterly progress 

report as required. 

Groundwater and Drinkinq Water Samplin 

The "Draft Work Plan and Fie1d Sampling P1an for Groundwater Sampling of 

the Red Hi11 Fuel Storage Facility" is submitted in enclosure (1). Please 

review and comment on the "Draft Work Plan and Fieid Sampling Plan". If 

no comments are received by the Navy from the DOH by the end of 

January 2005, the Navy will proceed as planned. 

The "Draft Health and Safety Plan for Groundwater Sampling of the Red Hill 

Fuel Storage Facility" was submitted to the Navy Region Hawaii Health and 

Safety Department for review and comment on January 7, 2005. 

Drinking water sampling and analyses for specific petroleum contaminants 

performed at a higher frequency than once every three years is currently 

being discussed with Public Works Center. 

Risk Assessment 

A meeting was held on November 8, 2004, with the contractors to discuss 

plan of action. During the meeting the Navy and contractor agreed to 

install a vertical monitoring we11 in the middle of the tank farm to 

determine if a contaminant plume actually exists beneath the fuel farm. 

This would increase resolution of the geophysical survey and would provide 

additionai information for the geologic characterization for modeling 

purposes of the area from the tank bottoms to the groundwater 

(approximately 100 foot depth). The we11 would be installed during Phase 

1 of the project. 
f ~ 

5090 qOO13 

Ser N4651 

-13 JAN 2005 

We will be using a FeFlow model to simulate contaminant transport of light 

non-aqueous phase liquid and contaminants of concern. The FeFlow model 

for Red Hill will be developed by the same contractor who just completed 

the development of the groundwater model o£ Oahu for the Honolulu Board o£ 

Water Supply to evaluate saltwater intrusion of the Oahu basal aquifer. 

Tank Inspect9.ons , 

Red Hi11 Tanks have been tentatively scheduled as follows: 

FY2004 - Tanks 1& 15 (Currently on-going) 

FY2005 - Tanks 17 & 18 

FY2006 - Tanks 11 & 20 

FY2007 - Tanks 4 & 5 

FY2008 - Tanks 2, 3& 19 

I£ there are any questions regarding this matter, or if more in£ormation 

is needed, please contact Mr. Darren Ochima at (808) 471-1171, extension 

217. The next quarterly progress report wi11 be provided in April 2005. 

(;

Sincer + 

. R. M. WAKUMOTO 

. Director 

Regional Environmental Department 

. By direction of - 

Commander, Navy Region Hawaii 

Enclosure: 1. Draft Work Plan and Fie1d Sampling P1an for Groundwater 

Sampling at the Red Hi11 Fuel Storage Facility, Hawaii dated 

December 2004 
Draft Work Plan and Field Sampling Plan 

Groundwater Sampling 

RED HILL FUEL STORAGE FACILITY, HAWAII 

December 2004 

Department of the Navy 

Commander, Pacific Division 

Naval Facilities Engineering Command 

Pearl Harbor, HI 96860-3134 

Long-Term Monitoring/Remedial Acton Operations 

Contract Number N62742-01-D-1806, CTO 0013 

:, 
Draft Work Plan and Field Sampling Plan 

Groundwater Sampling 

RED HILL FUEL STORAGE FACILITY, HAWAII 

December 2004 

Preparedfor: 

MMWFAC . 

Department of the Navy 

Commander, Pacific Division 

Naval Facilities Engineering Command 

258 Makalapa Drive, Suite #100 

Pearl Harbor, HI 96860-3134 

Prepared by: 

DAWSON GROUP, INC. 

3375 Koapaka Street, Suite B200 

Honolulu, Hawaii 96819-1862 

Prepared under: 

Long-Term Monitoring / Remedial Action Operations 

Contract Number N62742-01-D-1806, CTO 0013 
t 

NA V AFAC PACIFIC Red Hill FSP 

Contract No.: N62742-01-D-1806. CTO 0013 Page iii 

Draft Work Plan and Field Sampling Plan 

Groundwater Sampling 

Red Hill Fuel Storage Facility, Hawaii 

December 2004 

Prepared for: 

DAWSold GRt)t1P, ihiC, 

3375 Koapaka Street, Suite B-200 

Honolulu, Hawaii 96819 

01 

Heather Kerr 

Project Manager / Environmental Scientist 

James Frifeldt 

Operations ! QC Manager 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
( 

NAVAFAC PACIFIC Red Hill FSP 

Contract No.: N62742-01-D-1806, CTO 0013 Page iv 

i f_17>N =KS739197\fld=1 h 161 

CoverPage ..................... . .................................................................. ........................................................... i 

TitlePage .................................................................... .................................................................................. ii 

ignature Page ............... ............................................................. ....................................................... r:l 

TableofContents .......................................................... ............................................................................... iv 

ListofFigures ....................... ............................................. ...................................................................... vii 

LfstofTables ............................................................................................................................................... vii 

ListofAppendices ....................................................................................................................................... vii 

cronyms an A reviations ..................................................................................................................... vtat 

1. INTRODUCTION .................................................................................1-1 

1.1 ProjectObjectives ......................................................................................................................1-1 

1.2 Scope of Work ............................................................................................................................1-1 

2. BACKGROUND ..................................................................................2-1 

2.1 SiteLocation ..............................................................................................................................2-1 

2.2 Facility Description ....................................................................................................................2-1 

2.3 Geology ...............................................................................................................:......................2-1 

2.4 Hydrogeology ....................................... ...................................................................................... 2-2 

2.5 Previous Environmental Actions/Studies ...................................................................................2-3 

3. PROJECT ORGANIZATION AND SCHEDULE .................................3-1 

3.1 ProjectOrganization ................................... .. ............................... .... ........................................... 3-1 

3.2 Project Schedule .........................................................................................................................3-1 

4. DATA QUALITY OBJECTIVES ..........................................................4-1 

4.1 Chemical Data Quality Objectives ....................................... ...................................................... 4-1 

4.2 Management of Investigative Derived Waste ............................................................................4-1 

4.3 Laboratory Analysis ...................................................................................................................4-2 

5. PLANNING PHASE ............................................................................5-1 

5.1 Planning Documents ................................................... ............................................................... 5-1 

5.1.1 Work Plan and Field Sampling Plan ...........................................................................5-1 

5.1.2 Site Safety and Health Plan ........................................................................................5-1 

5.2 SitePreparation ..........................................................................................................................5-1 

5.2.1 Site Access and Clearing ............................................................................................5-1 

5.2.2 Utility Clearances and Permits ................................... ................................................ 5-1 

5.2.3 Site Visit ............................................ ......................................................................... 5-1 

5.2.4 Site Security ................................................................................................................5-1 

6. FIELD PHASE: General Field Procedures ......................................6-1 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVA('AC PACIFIC - 

Contract No.: N62742-01-D-1806, CTO 0013 

Red Hill FSP 

Page v 

6.1 Investigation Derived Waste Management ................................................................................6-1 

6.1.1 IDW Types .................................................................................................................6-1 

6.1.2 IDW Management Procedures ....................................................... ............................. 6-2 

6.2 Decontamination ........................................................................................................................6-5 

6.3 Recordkeeping/Documentation ............... .. .................................................. .... ........................... 6-5 

7. FIELD PHASE: General Sampling Procedures ..............................7-1 

7.1 Sample Containers and Preservatives .........................................................................................7-1 

7.2 Sample Labeling .........................................................................................................................7-1 

7.2.1 EPANumber ...............................................................................................................7-1 

7.2.2 Custody Procedures .................... .......................................................... ......... ............. 7-2 

7.3 Sample Handling, Storage, Packing and Shipping ........... .............. ............................................ 7-2 

7.3.1 Handling and Storage ...............................:.................................................................7-2 

7.3.2 Sample Packing ..........................................................................................................7-3 

7.3.3 Sample Shipment ........................................................................................................7-3 

8. FIELD PHASE: Stilling Basin Sampling Methodology ..................8-1 

8.1 Entry into the Stilling Basin ............... ........................................................................................ 8-1 

8.1.1 Access into the Stilling Basin .....................................................................................8-1 

8.1.2 Surface Water Sampling Methodology ......................................................................8-2 

8.1.3 Exit from the Stilling Basin .......................................................................:................8-3 

8.2 Non-Entry Into the Stilling Basin ................................................... ............................................ 8-4 

8.3 Field Quality Control Sampling .................................................................................................8-4 

8.3.1 Field Duplicates ..........................................................................................................8-4 

8.3.2 Trip Blank ...................................................................................................................8-4 

8.3.3 Temperature Blank .....................................................................................................8-4 

8.4 Rescue Plan .... ............... ...................................................... ................. .. .................................... 8-4 

9. FIELD PHASE: Sentinel Well Sampling Methodology ...................9-6 

9.1 Groundwater Sampling Methodology ........................................................................................9-6 

9.1.1 Measurement of Static Water Level and Detection of an lmmiscible Phase ........ ...... 9-6 

9.1.2 Well Purging Methodology ........................................................................................9-6 

9.1.3 Sample Collection Procedures ................................:...................................................9-7 

9.2 Field Quality Control Sampling ..................... ............................................................................ 9-8 

9.2.1 Field Duplicates .......................................................:..................................................9-8 

9.2.2 Trip Blank ...................................................................................................................9-8 

9.2.3 Temperature Blank ............................................................... ...................................... 9-9 

10.REPORTING PHASE ........................................................................10-1 

10.1 Data Management and Validation ............................................................................................10-1 

10.2 Quality Control and Corrective Action ....................................................................................10-1 

10.2.1 Field Quality Control ................................................................................................10-1 

[2001 022. 013 Red Hfll WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSP 

Contract No.: N62742-01-D-1806, CTO 0013 Pnge vi 

10.2.2 Laboratory Quality Control ......................................................................................10-1 

10.2.3 Corrective Action Plan ........................................ ....................... .............................. 10-1 

10.2.4 Action Correction Plan .............................................................................................10-2 

10 .3 Data Evaluation ..................................................................................................................:.....10-2 

10.4 Repor[ Sulimittals .......................... ........................................................................................... 10-2 

11.PROJECT QUALITY CONTROL/ QUALITY ASSURANCE .............11-1 

12.REFERENCES ..................................................................................12-1 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
~ NAVAFAC PACIFIC Red Hill FSP 

Contract No.: N62742-01-D-1806, CTO 0013 Page vfi 

LIST OF FIGURES 

FIGURE 

1 Site Vicinity Map 

2 Site Plan Map 

3 Project Organization Chart 

4 Estimated Project Schedule 

LIST OF TABLES 

TABLE 

1 Analytical Sample Preservation, Maximum Holding Times, 

and Containers 

2 Stilling Basin — Surface Water Sampling Summary 

3 Sentinel Well — Groundwater Sampling Summary 

LIST OF APPENDICES 

APPENDIX 

A Field Forms 

B Ex<vnple 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, [nc. 
~ NAVAFAC PACIFIC Red Hill FSF 

Contracrt No.: N62742-01-ll-1806, CTO 0013 Pa¢e viii 

ACRONYMS AND ABBREVIATIONS 

ACRONYM/ 

ABBREVIATION DEFINITION/MEANING 

°C degrees Celsius 

1,2 DCA 1,2 dichloroethane 

AMEC AMEC Ear[h and Environmental, Inc. 

BTEX benzene, toluene, ethylbenzene, and total xylene 

CAS Columbia Analytica[ Services 

CFR Code of Federa[ Regulations 

COPC contaminants of potential concern 

COTR Contracting Officer's Technical Representative 

CPR cardio-pulmonary resuscitation 

CTO contract task order 

DAWSON Dawson Group, Inc. 

DQO Data Qua[ity Objectives 

DW drinking water 

EDB ethylene dibromide 

EMT emergency medical technician 

EPA United States Environmental Protection Agency 

fbg feet below grade 

FISC Fleetlndustrial Supply Center 

FSF fuel storage facility 

FSP Field Sampling Plan 

GWAL groundwater action level 

HASP Hea[th and Safety P[an 

HCI hydrochloric acid 

HDOH State of Hawaii Department of Health 

HNO3 nitric acid 

IDW investigation derived waste 

IP interface probe 

mg/L milligrams per liter 

mL milliliter 

MtBE methyl tert-butyl ether 

Na2S2 03 sodium thiosulfate 

NAVFAC PACIFIC Naval Faci[ities Engineering Command, Pacific 

NRCS Natura[ Resources Conservation Service 

PAH polynuclear aromatic hydrocarbon 

PE professiona[ engineer 

PG professional geologist/geoscientist 

PPE personal protective equipment 

PWC Public Works Center 

QC quality control 

RCRA Resource Conservation and Recovery Act 

[2001 022. 013 Red Hill WP/FSPI Dawson Group, lnc. 
NAVAFAC PACIF7C Red Hill FSF 

Contract No.: N62942-01-D-1806, CTO 0013 . Page ix 

ACRONYMS AND ABBREVIATIONS 

ACRONYMI 

ABBREVIATION DEFINITIONIMEANING 

RPM/NTR Remedial Project Manager / Navy Technical 

Representative 

SSHO Site Safety and Health Officer 

SVOC semivolatile organic compounds 

TCLP toxic characteristic leaching potential 

TPH total petroleum hydrocarbons 

USDA U.S. Department ofAgriculture 

UST underground storage tank 

VOC volatile organic compound 

WP Work Plan 

[2001 022. 013 Red Hill WP/FSPI Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

ContractNo.: N62742-01-D-1806, CTO 0013 Page 1-1 

1. INTRODUCTION 

The Department of the Navy, Naval Facilities Engineering Command, Pacific (NAVFAC PACIFIC) has 

retained Dawson Group, Inc. (DAWSON) to perform groundwater monitoring activities at the Red Hill 

Fuel Storage Facility (FSF), Hawaii, which consists of 20 active underground storage tanks (USTs) 

operated by the Fleet Industrial Supply Center (FISC) Pearl Harbor. Figure 1, Site Vicinity Map, 

illustrates the location of the project site. 

This work will be performed under NAVAFAC PACIFIC Contract Number N62742-01-D-1806, 

Contract Task Order (CTO) 0013. This document represents the planning documents in accordance with 

the NAVAFAC Pacific Statement of Work, dated 10 May 2004 (US Navy, 2004). This Work Plan and 

Field Sampling Plan provide the overall plan for surface and groundwater sampling at the Red Hill FSF 

project site. The Site Health and Safety Plan is under a separate cover. 

1.1 Project Objectives 

The project objective is to determine if groundwater contamination is present downgradient of the 20 

active USTs. In order to achieve this objective, the following tasks will be conducted: 

Conduct quar[erly sampling of surface water located in the stilling basin located at the 

potable water infiltration tunnel operated by of the Navy Public Works Center (PWC). 

Conduct quar[erly sampling of groundwater from the sentinel monitoring well (MW-VID) 

located downgradient of the 20 USTs. 

Present data in a quarterly report, which will include a description of the nature and extent 

of contamination, if any. 

1.2 Scope of Work 

The scope of work for this project consists of the following three (3) phases: 

Plannina Phase 

• Acquire and review any available additional site information such as as-built/record 

drawings, historical data, and other per[inent background information. 

• Prepare project planning documents including the Work Plan, Field Sampling Plan, and 

Site Health and Safety Plan. 

• Coordinate site access, work schedule, establishment of work area, right-of-entry 

clearances, and responsibilities, as needed. 

• Obtain all necessary permits and approvals for work. 

Field Phase 

The Scope of Work for this project, specific to the Field Phase, consists of the following: 

Collect primary samples and quality control (QC) samples (i.e., field duplicates). 

[2001 022. 013 Red Hill WPIFSPI Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 1-2 

• Submit all samples to Columbia Analytical Services (CAS) in Canoga, California. 

• Place a laboratory-supplied trip blank and temperature blank in every cooler. 

• Dispose of all investigation-derived waste (IDW) by a certified disposal contractor, 

immediately following receipt of sample results. 

The Scope of Work, specific to the Stilling Basin, consists of the following: 

• Notify the Navy PWC personnel at the potable water infiltration tunnel to shut-off pumps 

for 24-hours prior to sampling activities. 

• Collect one (1) primary surface water sample in the stilling basin from the near-surface at 

the platform three-feet from below the entrance hatch. 

• Collect one (1) field duplicate (QC) surface water sample in the stilling basin from the 

near-surface at the platform three-feet from below the entrance hatch. 

• After the pumps have been turned on and run for at least 20 to 25 minutes, collect one (1) 

primary surface water sample in the stilling basin from the near-surface at the platform 

three-feet from below the entrance hatch. 

• Analyze two (2) primary, one (1) field duplicate (QC) and one (1) trip blank (total = 4 

samples) for: 

— Benzene, toluene, ethylbenzene, and total xylenes (BTEX); methyl tert-butyl ether 

(MtBE); and 1,2 dichloroethane (1,2 DCA) by United States Environmental 

Protection Agency (EPA) Method 8260B, 

— Total petroleum hydrocarbons (TPH) as gasoline by EPA Method 8015M, 

— Ethylene dibromide (EDB) by EPA Drinking Water (DW) Method 504.1, 

— TPH as diesel by EPA Method 8015M, 

— Polynuclear aromatic hydrocarbons (PAHs) by EPA Method 8270C/SIM-PAHs, and 

— Total lead by EPA Method 6020. 

The Scope of Work, specific to the Sentinel R'ell (MW-V1D), consists of the following: 

• Collect one (1) primary groundwater sample from sentinel well MW-I VD. 

• Collect one (1) field duplicate (QC) groundwater sample from sentine] well MW-1 VD. 

• Analyze one (1) primary, one (1) field duplicate (QC) and one (1) trip blank (total = 3 

samples) for: 

— BTEX; MtBE; and 1,2 DCA by EPA Method 8260B, 

— TPH as gasoline by EPA Method 8015M, 

— EDB by EPA DW Method 504.1, 

— TPH as diesel by EPA Method 8015M, 

— PAHs by EPA Method 8270C/SIM-PAHs, and 

— Total lead by EPA Method 6020. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806. CTO 0013 Paae 1-3 

Reoortinp Phase 

Receive a Navy Level C data package from CAS in Canoga, California. 

Perform a desktop review of laboratory reports to evaluate the completeness, correctness, 

and conformance/compliance of the data set against method, procedural, or contractual 

requirements. 

Prepare a Quarterly Groundwater Monitorrng Report documenting the field investigation, 

IDW disposal, sample results, conclusions and recommendations. 

[2001 022. 013 Red Hill WP/FSPI Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contraa No.: N62742-01-D-1806, CTO 0013 PaRc 1-4 

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[2001 022. 013 Re.d Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PAC[FIC Red Hill FSF 

Contract No,: N62742-01-D-1806, CTO 0013 Page 2-1 

1 BACKGROUND 

2.1 Site Location 

The Red Hill FSF project site is located in Halawa Heights on Oahu, Hawaii. Access is via Ha[awa 

Va[ley Road, located north of the project site. Primary highways in the vicinity of the project site are 

Interstate Highway H-I and H-3. 

Land adjacent to the north of the project site is occupied by Halawa High and Medium Security 

Facility and private businesses. Land to the south and west of the project site includes the Coast 

Guard Reservation. Moanalua Valley is located east of the facility (Figure l, Site Vicinity Map). 

2.2 Facility Description 

The Red Hill FSF consists of 20 active USTs operated by Navy FISC Pearl Harbor. Each UST has a 

capacity of 12.5 million gallons. The facility is [ocated approximately 100 feet above the basal 

aquifer. Approximately 1,550 feet hydraulica[[y downgradient from the tank fann, the Navy PWC 

operates a potable water infiltration tunnel (Figure 2, Site Plan Map). 

2.3 Geology 

Reaional Geo/opy 

The island of Oahu is composed of two volcanoes: the Koolau Volcano and the Waianae Volcano. 

The Waianae Range is the older of the two volcanoes and [ies to the west of the younger Koolau 

Volcano. 

The Waianae Volcano is a shield volcano built up by a series of eruptions, which produced the 

Waianae Volcanic Series. The Waianae Volcanic Series consists of three members. The lower and 

middle members consist of tholeitic pahoehoe and aa lava flows and associated pyroclastic rocks 

that compose the main mass of the Waianae shield volcano. The upper member is mostly hawaiite 

with lesser amounts of alkalic olivine basalts produced during the late stages of Waianae volcanism. 

The eroded remains of the Waianae Volcanic Shield comprise westem Oahu. 

The Koolau Volcano is an unusually elongate shield volcano built principally by eruptions along a 

northwest-southeast-trending rift zone. The lavas produced during the shield-building phase of the 

volcano are known as the Koolau Volcanic Series and consist of tholeitic and olivine basalts with 

small amounts of oceanite. The eroded remains of the Koolau Volcanic Shield are approximately 37 

miles long, trending northwest-southeast, and comprise the remainder of Oahu. Lava flows from the 

Koolau rift zone flowed and banked against the older Waianae volcanoes forming the Schofleld 

Plateau, the central plain of Oahu (Macdonald, et al., 1983). 

A long period of volcanic quiescence followed the Koolau shield-building stage, during which 

erosion occurred and alluvium and marine sediments accumulated along coastal regions. Deep 

va[leys were incised into the bedrock by major streams and subsequently filled with sediments. 

Following a]ong period of volcanic quiescence, volcanic activity resumed. These eruptions 

constitute the Honolulu Volcanic Series. Lavas of the Honolulu Volcanic Series include 

nephelinites, melilite nephelinites, basanites, and alkalic olivine basalts. 

[2001 022. 013 Red Hill WP/FSP] Dxwson Group, inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 2-2 

Srte Geoloav 

The project site is located in the southem foothills of the Koolau Mountain Range, which is 37 miles 

long and is deeply dissected by numerous drainage ways. Two soil types occur in this area and these 

are the Helemano-Wahiawa and Rough Mountainous Land-Kapaa Associations (U.S. Department of 

Agriculture [USDA] Natural Resources Conservation Service [NRCS], 2004). 

The Helemano-Wahiawa Association consists of well-drained, moderately fine textured and fine 

textured soils on uplands on the island of Oahu. These soils are nearly level to moderately sloping 

and occur in broad areas dissected by very steep gulches. They formed in material weathered from 

basalt. The association makes up about 18 percent of the island. The elevation ranges from 100 to 

1,200 feet. Helemano soils make up about 40 percent of the association, and Wahiawa soils 30 

percent. Kunia, Lahaina, and Molokai soils make up the rest. Helemano soils are dark reddishbrown silty clays. They occur on the sides of very steep gulches and have slopes of 30 to 90 percent. 

Wahiawa soils have a surface layer of very, dusky red silty clay, a subsoil of dark reddish-brown 

silty clay, and a substratum of soft weathered rock. They are on uplands and have slopes of 0 to 25 

percent. Helemano soils are dark reddish-brown silty clays. They occur on the sides of very steep 

gulches and have slopes of 30 to 90 percent. Wahiawa soils have a surface layer of very, dusky red 

silty clay, a subsoil of dark reddish-brown silty clay, and a substratum of soft weathered rock. They 

are on uplands and have slopes of 0 to 25 percent. Helemano soils are used for pasture. Large 

acreages of Wahiawa soils are used for sugarcane and pineapple. Sugarcane is grown under 

irrigation. Pineapple is irrigated only in the driest areas (USDA NRCS, 2004). 

The Rough Mountainous Land-Kapaa Association consists of very steep land broken by numerous 

drainage ways and makes up about 20 percent of the island of Oahu. The elevation ranges from 

1,000 to 3,000 feet. Rough mountainous land makes up about 80 percent of the association and 

Kapaa soils about 15 percent. Rock land and Rock outcrop make up the rest. Rough mountainous 

land consists of very steep gulches and narrow ridges. The soil material is very shallow, very dark 

grayish-brown, smeary silty clay. Kapaa soils are in very steep gulches and on narrow ridges at the 

northem end of the island. They have a surface layer and subsoil of dark reddish-brown silty clay 

that contains gibbsite nodules. This association is inaccessible except for a few trails used by hunters 

and hikers. It is used for watershed and wildlife habitat. Gently sloping areas of Kapaa soils are 

suited to timber. The heavy rainfall is an important factor in recharging the supply of ground water. 

The most important wildlife species is wild pigs (USDA NRCS, 2004). 

2.4 Hydrogeology 

Replonal Hvdrooeoloav 

The primary drinking water in the Hawaiian Islands is developed from basal groundwater. Basal 

groundwater is formed by water percolating down through the residual soils and permeable volcanic 

rock. The parts of the island below sea level, except within rift zones of the volcanoes, are saturated 

with ocean salt water. Fresh water moving downward through the hundreds of lava flows encounters 

the saltwater in the rocks, and because it is less dense than salt water, floats on and displaces the 

underlying salt water. The fresh basal water floating on salt water presses downward on the salt 

water forming a basal lens or a"Ghyben-Herzberg" lens. A zone of transition between the fresh 

groundwater and the salt water occurs due to the constant movement of the interface as a result of 

tidal fluctuations, seasonal fluctuations in recharge and discharge, and discharge due to aquifer 

development. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Paee 2-3 

Because rainfall tends to be greatest in the interior mountainous areas of the island, recharge to the 

basal groundwater bodies is also greatest in these areas. As a result, groundwater levels are high in 

these areas that cause groundwater to flow, generally, from the interior to the shoreline. Frictional 

resistance to groundwater flow causes it to build up within the island until it attains sufficient 

hydraulic head to overcome friction. For this reason, basal groundwater acquires slope toward the 

shoreline. 

Not all water percolating downward through the zone of aeration goes directly into the basal water 

table. Perched groundwater occurs when descending water encounters an impenneable layer of soil 

or rock. A perching member may be a bed of dense lava; however, more commonly it is either 

alluvium or volcanic ash. Another type of groundwater occurrence in Hawaii is High Level, dike 

confined water. This high elevation groundwater is trapped in dike-bound compartments in the 

upper elevations of the Koolau and Waianae Mountain Ranges and provides spillover after heavy 

rains (Mink and Lau, 1990). 

Basal groundwater in Hawaii occurs within the islands' unweathered basalt as a lens of fresh water 

floating on seawater. Along the southern coast of Oahu, a coastal plain of less permeable caprock 

hinders seaward flow of the groundwater, thereby increasing hydraulic pressure. Static water head 

levels of +15 to +20 feet mean sea level within the basalts are the result. Permeability of the basalt 

aquifer is generally high, on the average of 1,000 feet per day. 

The regional groundwater system includes the Schofield High-Level Water Body, which extends 

beneath the eastern portion of the project site, and dike impounded water bodies in the Waianae 

Mountain Range, bounding the westem portion of the project site. 

Site Hvdrogeolopv 

The Red Hill FSF project site lies in the Waimalu Aquifer System in the Pearl Harbor Aquifer Sector 

of the island of Oahu and overlies the aquifer coded as 30201111 (11111). The aquifer is classified 

as a basal, unconfined, flank-type. It is currently being used as a drinking water source. It is 

considered fresh with less than 250 milligrams per liter of chloride and is considered an irreplaceable 

resource with a high vulnerability to contamination (Mink and Lau, 1990). 

2.5 Previous Environmental ActionslStudies 

From 1998 to 2001, the Navy conducted an investigation at the facility to assess the potential for 

releases from the fuel storage facility. In February 2001, the Navy installed a one-inch diameter 

vertical well (MW-V 1D) to serve as a sentinel well to monitor for contamination of the basal aquifer 

underlying the storage facility (AMEC Earth and Environmental, Inc. [AMEC], 2002). Sentinel well 

MW-V1D was installed and completed at approximately 100 feet below grade (tbg). At the time of 

well completion, depth to water in MW-V1D was measured at 86 fbg. The groundwater at the 

project site fluctuates from "dry" season to "wet" season (AMEC, 2002). 

A second monitoring well (MW-V2S) was installed and completed above the water-bearing zone at 

approximately 52 fbg. This monitoring well is located southwest of sentinel well MW-V1D and 

does not contain either groundwater or product. MW-V2S was intentionally completed above the 

water-bearing zone in order to avoid contamination of the deep aquifer by creating a possible "direct 

conduit" to the basal aquifer (AMEC, 2002). 

12001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806. CTO 0013 Paee 2-4 

In February 2001, groundwater samples collected from sentinel well MW-VID contained detectable 

amounts of TPH ranging from 0.883 milligrams per liter (mg/L) to 1.05 mg/L and total lead ranging 

from 0.0104 mg/L to 0.015 mg/L. The maximum total lead concentrations in the samples were equal 

to the primary drinking water standard of 0.015 mg/L for lead, as well as, exceeded the State of 

Hawaii Department of Health (HDOH) Tier 1 groundwater acfion level (GWAL) of 0.0056 mg/L 

(US Navy, 2004). 

Per discussions with HDOH, a recommendation was made to initiate a program to monitor the 

sentinel well MW-V1D and the stillidg basin for indications of contamination frnm the upgradient 

tank fann. The recommended parameters for analyses were TPH; BTEX; 1,2 DCA; PAHs; total 

lead; and EDB (US Navy, 2004). 

[2001 022. 013 Red Hill Wl'/FSP1 Dawson Group, lne. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 3-1 

3. PROJECT ORGANIZATION AND SCHEDULE 

This section identifies the key personnel for this project and provides an estimated project schedule. 

3.1 Project Organization 

The following individuals are identified as the key personnel for this project: 

NAVAFAC PACIFIC 

Administrative Contrac6ng Officer 

— --- 

_LMs. Bemie Julian 8) 474-0514 _ 

Pro'ect Contract Specialist _^ Ms_Sharon Tsuru —i (808) 471-9473 

Contracting Officer's Technical Ms. Debbie Loo i(808) 472-1234 

Re resentative COTR __— i 

Alternative COTR 

 --- — - — 

Ms.Kay O'Keefe 

T --- 

_!(808) 472-1435 

- - -- -- Remedial Project Manager/Navy 

Technical Re resentative RPM/NTR Mr. Glenn Yoshina a j 808 472-1416 

DAWSON 

Project Manager / 

Environmental Scientist 

Operations Manager / QC Manager 

Project Superintendent / Site Safety 

and Health OfficerSSHO

----- -- _ -_-... -~- Senior Project - Scien 

_ - (

t 

 . 

ist/ 

Altemate SSHO 

Ms. Heather Kerr 

Mr. James Frifeldt 

lui'tli 

Ms: Lani Dulay, PG 

 __...-.-.. . .. Mr. Frank Carlos, PE 

Mr. Mike Kim 

(808) 536-5500 ext. 341 

536-5500 

536-5500 ext. 331 

53 6-5500 ext. 31 1 

536-5500 ext. 312 

536-5500 

Field Technician 1 Mr. Lyle Ragra~ola ~ (808) 536-5500 

--------- . _..--..--. 

Field Technician Mr. Bryson Avilla Jr. ,(808) 536-5500 

SUBCONTRACTORS 

Columbia Analytical 

Services Laborato Services s Tracie Sober 808 ) 68 2-1767 

----- — —----- - 

M

—_~ - Pacific Commercial Soil/Water 

Services Disposal Services Mr. Jingbo Chang (808) 545-4599 

Figure 3, Project Organization Chart, provides a general diagram for this project. 

3.2 Project Schedule 

The estimated project schedule is divided into three major phases as shown in Figure 4, Estimated 

Project Schedule. The first phase, Planning, includes preparing the planning documents and 

obtaining any necessary permits and approvals. This phase is scheduled from 10 May to 31 

December 2004. 

The second phase of the schedule is the Field Phase. Field mobilization is scheduled to begin in 

January 2005, upon approval of submittals by NAVAFAC PACIFIC. Each quarter, work is 

[2001 022- 013 Red Hitl WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 3-2 

scheduled to continue for a period of approximately two days. The final phase, Reporting, of the 

schedule includes the preparation and submittal of the Quarterly Groundwater Mon[tortng Report. 

This work is scheduled to be performed from January 2005 through December 2005. This 

schedule is subject to change due to any unanticipated problems. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-I806, CTO 0013 Page 4-1 

4. DATA QUALITY OBJECTIVES 

The Data Quality Objectives (DQO) for the project sites are: 1) determine if groundwater contamination 

is present at the project site; 2) provide data sufficient to determine the best course of action; and 3) 

characterize IDW wastewater for remediation or acceptance at an on-island facility. 

4.1 Chemical Data Quality Objectives 

The overall chemical DQOs for this project are to provide valid chemical data to confirm the 

presence or absence of contaminants of potential concem (COPC) impact on the groundwater 

beneath the Red Hill FSF. The COPCs for this investigation include TPH as diesel and as gasoline; 

BTEX; MtBE; 1,2 DCA; total lead; and EDB. The chemical DQOs were designed to comply with 

the HDOH's Technical Guidance Manual for Underground Storage Tank Closure and Retease 

Response, Second Edition (HDOH, 2000) and Risk-Based Corrective Action and Decision Making at 

Sites With Contaminated Soil and Groundwater, t%lume 1 and 11(HDOH, 1996). 

The action levels for this investigation will draw on the HDOH Tier 1 groundwater action levels for 

sites receiving less than 200 centimeters of rainfall per year and threatening a drinking water source 

(HDOH, 2000). 

Laboratory chemical data wil[ be used to assess each analyte's concentration, detectable extent, and 

extent exceeding HDOH Tier 1 soil action levels. Chemical analyses of COPC will be performed 

using EPA publication SW-846, Test Methods for Evaluating Solid Waste, Physical/Chemical 

Methods, Third Edition methodology (EPA, 1998). The laboratory analytical methods were selected 

to provide reporting limits that were lower than regulatory action levels. 

To assess the precision and accuracy of the analytical measurements, at each sampling location (i.e.., 

stilling basin and sentinel well), the Contractor will collect one (1) field duplicate (QC) and one (1) 

trip blank. The field duplicate (QC) sample will be analyzed using the same methods by the same 

laboratory used to analyze the primary samples. The trip blank will be analyzed using the same 

methods by the same laboratory used to analyze the volatile organic compounds (VOCs), which 

include BTEX, MtBE, and 1,2 DCA. 

4.2 Management of Investigative Derived Waste 

While on-site, investigation derived waste (IDW), which includes purge water and decontamination 

fluids (water, detergent solution), will be managed in accordance with Title 40 Code of Federal 

Regulations (CFR) Parts 260 through 268 (CFR, 2003a). Management activities will include, but not 

be limited to, hazardous waste detennination; packaging, labeling, and marking; on-site 

accumulation and storage; and record keeping and reporting. IDW determined to be hazardous waste 

shall be properly manifested, transported, and treated or disposed pursuant to the above-mentioned 

Federa] regulations as well as applicable sections of Title 49 CFR Subchapter C(CFR, 2003b). 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806. CTO 0013 Paee 4-2 

4.3 Laboratory Analysis 

Details of analysis and QC are presented in Sections 7 through 9 and Tables I through 3. Surface 

water samples collected from the stilling.basin and groundwater samples collected from sentinel well 

MW-V 1D will be analyzed for the following COPC: 

• BTEX, including MtBE 

• 1,2 DCA 

• TPH as gasoline 

• EDB 

• TPH as diesel 

• PAHs 

• Total Lead 

[2001 022. 013 Red Hill WP/FSP] Dawson Oroup, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTU 0013 Page 5-1 

5. PLANNING PHASE 

5.7 Planning Documents 

The following sections describe the various planning documents. 

5.1.1 Work Pian and Field Sampling Plan 

A Work Plan (WP) and Field Sampling Plan (FSP) were developed for this project. These 

documents identify data quality objectives and describe the rationale, activities, and 

requirements needed to achieve them. The FSP outlines the approach selected to collect and 

interpret the chemical data by describing the proposed sampling and the chemical data quality 

objectives of the sampling. It discusses field activities, laboratory activities, and data 

validation that are part of the chemical data acquisition for this project. 

5.1.2 Sfte Safety and Health Plan 

The Site Health and Safety Plan (IIASP) covers the safety and health aspects of the on-site 

project activities with respect to project personnel and the surrounding community. The 

HASP includes a hazard assessment and risk analysis for each task performed on-site. The 

HASP is based on the site-specific information available to the Contractor. The HASP is 

submitted under separate cover. 

5.2 Site Preparation 

5.2.1 Site Access and Clearing 

Currently, paved roads provide access to the Red Hill FSF project site. If required, necessary 

right of entry permits and base passes will be obtained through the NAVAFAC PACiFIC 

RPM/NTR prior to the start-up of work. 

5.2.2 Utility Clearances and Permits 

The Contractor will coordinate with the proper authorities to obtain all required permits and 

clearances for each site prior to start-up of work. 

5.2.3 Sfte Visit 

Prior to the initiation of field activities, qualified personnel will visit the specific sampling 

locations at the project site and note existing structures (if any), layouts, and other pertinent 

information. The actual site configuration will be compared to the preliminary site plan. Any 

deviations will be noted in a field logbook and on the preliminary site plan. 

5.2.4 Site Security 

Stillina Basin 

The entrance hatch to the stilling basin must remain open at all times during the sampling 

activities. The Contractor will secure the open hatch with a lock out/tag out to ensure that the 

12001 022. 013 Red Hill WP/FSPI Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Pase 5-2 

hatch is not accidentally closed while personnel are inside. In addition, the entry 

supervisor/attendant will remain at all times at the hatch opening. 

Sentinel Well 

Due to the nature of the project site, 1DW drums will be staged near the sentinel well at the 

area designated by the RPM/NTR. At the end of each sampling event, the IDW wastewater 

will be contained in a 5-galion bucket and placed into a 20-gallon, open-head, steel drum (i.e., 

secondary containment) until disposal. 

[2001 022. 013 Red Hill WP/FSPI Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTU 0013 Paae 6-1 

6. FIELD PHASE: General Field Procedures 

This section along with Sections 7 through 9 describes the field activities and sampling and analysis 

strategy for the Red Hill FSF project site. 

6.1 Investigation Derived Waste Management 

The process of collecting environmental samples generates different types of potentially 

contaminated IDW. Listed below are the procedures that will be followed for the handling and 

storage of the different types of ID W. 

6.1.1 IDW Types 

RCRA Hazardous Waste — Under the Resource Conservation and Recovery Act (RCRA), a 

solid waste that is not excluded from regulation is defined as hazardous if (1) it is listed as a 

hazardous waste in Title 40 CFR Parts 261.13 through 261.33 (CFR, 2003a); (2) it exhibits any 

of four hazardous characteristics: ignitability, corrosively, reactivity, or toxicity (as determined 

using the toxic characteristic leaching potential [TCLP]); or (3) it is subject to certain mixture 

rules. If IDW is detennined to be a hazardous waste, then RCRA storage, transportation, and 

disposal requirements will apply. 

Decontamination Fluids — Decontamination fluids consist of all fluids used in decontamination 

procedures conducted during site investigation activities. These fluids consist of washwater, 

rinse water, and solvents used for the decontamination of non-consumable personal protective 

equipment (PPE), sampling equipment, and drilling equipment. Decontamination fluids will be 

containerized in drums. 

PPE, Disposab[e Sampiing Equipment, and Non-IDW Trash — PPE refers to all disposable 

materials used to protect personnel from cwntact with potentially contaminated site media, such 

as inner and outer gloves, Tyvek® suits and overboots, and disposable respirator cartridges. 

Disposable sampling equipment consists of all single-use equipment that may have been 

exposed to potentially contaminated site media. These items include sample bailers, plastic 

drop cloths, plastic bags, and bucket liners. 

Non-IDW trash is all waste materials such as waste paper, drink containers, food, and 

packaging generated in the support zone that have not come in contact with potentially 

contaminated site media. 

Diaposable sampling equipment from groundwater sampling activities includes plastic sheeting 

used as liner material in containment areas around monitoring wells and disposable sampling 

equipment. If, according to the Project Manager's best professional judgment, the visibly soiled 

PPE can be decontaminated and rendered non-hazardous or "clean," then the decontaminated 

PPE shall be double-bagged and disposed of offsite as municipal waste. PPE and disposable 

sampling equipment generated on separate days in the field may be combined in a single drum, 

provided clean and visibly soiled IDW are segregated as discussed above. Any PPE and 

disposable equipment that is to be disposed of and can still be reused will be rendered 

inoperable before disposal. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contraot No.: N62742-01-D-1806, CFO 0013 Paqe 6-2 

6.1.2 tDW Managemenf Procedures 

!DW Minimization 

The generation of on-site IDW will be minimized to reduce the need for special storage or 

disposal requirements that may result in substantial additional costs and provide little or no 

reduction in site risks. Applying minimization practices throughout the course of site 

investigation activities will reduce the volume of IDW. These minimization strategies include 

substitution of biodegradable raw materials; use of disposable sampling equipment; use of 

bucket and drum liners; and separatmg trash from IDW. 

Seareoation of tDW bv Matnx and Location 

To facilitate subsequent IDW screening, sampling, classification and/or disposal, IDW will 

generally be segregated by matrix and source location at the time it is generated. Each drum of 

solid IDW will be completely filled, when possible. For liquid IDW, drums will be left with 

headspace of approximately 5 percent by volume to allow for expansion of the liquid and 

potential volatile contaminants. IDW from only one matrix will be stored in a single drum (e.g., 

water or PPE will not be mixed in one drum). In general, IDW from separate sources will not 

be combined in a single drum. 

Potentially hazardous PPE and disposable sampling equipment will be stored in drums separate 

from other IDW. PPE from generally clean field activities will be segregated from visibly 

soiled PPE, double-bagged and disposed of off-site as municipal waste. 

Decontamination fluids will be stored in drums separate from other IDW. If practical, 

decontamination fluids generated from different sources will not be stored in the same drum. If 

decontamination fluids generated over several days or from different sources are stored in a 

single drum, infonnation about the dates and IDW sources represented in the drum will be 

recorded. This information will be noted in the field notebook, on the drum label, and on the 

drum inventory log. 

Drum Labetinp 

Proper labeling of IDW drums is essential to the success and cost-effectiveness of subsequent 

waste screening and disposal activities. Labels will be permanent and descriptive to facilitate 

correlation of field analytical data with the contents of individual IDW drums. AII IDW drums 

must be labeled using the two distinct labeling methods described below to ensure durability of 

the information. 

Preprinted Labels 

Two preprinted drum labels will be completed as described below. Both labels will be 

sealed in separate heavy-duty, clear plastic bags to prevent moisture damage. One 

label will be affixed to the drum at the midpoint of the drum height using a sufficient 

quantity of adhesive tape (e.g., duct tape, packing/strapping tape). This will enable 

the bag to remain on the drum as along as possible during storage. A second copy of 

the preprinted label will be prepared, sealed in a plastic bag, affixed to the underside 

of the drum lid, and sealed inside the drum. If appropriate, a third label may be 

prepared and placed in the plastic bag, behind the outside label and facing the drum. 

The information on the preprinted labels is discussed below. A preprinted drum label 

is presented in Appendix A, Field Forms. 

12001 022. 013 Red Hill WP/FSPI Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 6-3 

Drum Identi5cation Number: Enter the drum identification number according 

to the convention described below. 

AAAA — BBCC — Dzzz 

Where AAAA the CTO (i.e., 0013) 

BB the unique project initials (i.e., RH = Red Hill), 

CC the sampling location (i.e., SW = Sentinel Well), 

D represents, "drum identification number," and 

zzz the sequential drum number for the site, beginning 

with 001. 

For example, the third drum would be identified as 0013 — RHSW — D003. 

— Date(s) Collected: The date(s) the IDW was generated and placed in the drum. 

If IDW was generated over a number of days, then the start and end dates will be 

entered. 

— Contents: Enter a" ✓" in the box corresponding to the type of IDW placed in 

the drum. For "soiP' and "water," use the space provided to record observations 

on the condition of the drum contents (e.g., diesel odor, high turbidity, specific 

liquid IDW type). Check "solid waste" for PPE and indicate that PPE is present 

in the drum. Check "Other" for disposable sampling equipment and potentially 

contaminated monitoring well construction materials, and indicate the type of 

waste on the line provided. 

— Project Type: Enter a"✓" in the box corresponding to the type of investigation. 

Choices are Subsurface Investigation (SI), Underground Storage Tank (UST), 

and Removal/Remedial Action (RA). If "Other" is specified, indicate the type of 

project in the "Comments" area, as described below. 

— Comments: Enter any additional information regarding the drum contents that 

will assist individuals who will characterize and dispose of the contents of the 

drum. In addition, use this space on the label to complete any descriptions that 

were too large to fit in preceding label fields such as the turbidity of 

decontamination water, or the site activities from which PPE was generated. 

Painted Labels 

The second method for labeling drums is to paint label infonnation directly on the 

outer surface of the drum. At a minimum, the information placed on the drum will 

include the source, type of IDW, and the telephone number provided at the bottom of 

the preprinted label appropriate for the project location. Paint markers (oil-based 

enamel paint) that are non-photodegradable will be used to provide maximum 

durability and contrast with the drum surface. 

Drum Storaae 

Drum storage procedures will minimize potential human contact with the stored IDW and 

prevent extreme weathering of the stored drums. All IDW drums will be placed upright and 

stored in a secured area at Red Hill FSF designated by the RPM/NTR prior to disposal, except 

as directed by RCRA requirements for removal when professional judgment suggests the IDW 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red EIill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 6-4 

may pose an immediate or permanent public endangerment. RCRA storage requirements 

include the following: 

• Containers will be in good condition and closed during storage. 

• Wastes will be compatible with containers. 

• Storage areas will have a containment system. 

• Spills or leaks will be removed as necessary. 

However, until the IDW is conclusively determined to be a RCRA hazardous waste, the Project 

Manager will manage the IDW in a protective manner, and not necessarily in accordance with 

these listed RCRA storage requirements. If the IDW is determined to be RCRA hazardous 

waste, then RCRA storage, transportation, and disposal requirements will apply including a 

limited 90-day storage permit exemption period prior to required disposal. At a minimum, 

yellow caution tape will be placed around the stored drums. 

Proper drum storage will be implemented to minimize damage to the drurns from weathering 

and possible exposure to humans and the environment. When possible, drums will be stored in 

dry, shaded areas and covered with impervious plastic sheeting or tarpaulin material. Every 

effort will be made to protect the preprinted drum labels from direct exposure to sunlight. 

Drums in storage will be placed with sufficient space between rows of drum pallets and will not 

be stacked; such that authorized personnel may access all drums for inspection. Proper 

placement will also render subsequent IDW screening, sampling, and disposal more efficient. 

IDW drums will be segregated in separate rows/areas by matrix (i.e., liquid or PPE/other). 

Drum Inventorv 

Accurate preparation of an IDW drum inventory is essential to all subsequent activities 

associated with IDW drum tracking and disposal. A Drum Inventory Log is included in 

Appendix A, Field Forms. The drum inventory information will include ten elements that 

identify drum contents and indicate their fate: 

• Generator / Site Name: inventory data will be included the site name where the 

IDW was generated (i.e., Red Hill FSF). 

• Contract Task Order: inventory data will include the four-digit CTO number 

associated with each drum (i.e., 0013). 

• Drum Number: drum numbers will adhere to the numbering convention presented 

above (e.g., 0013 — RHSW — D001, 0013 — RHSW — D002, etc.) 

• Storage Location Prior to Disposal: the storage location of each drum prior to 

disposal will be included in the inventory. 

• Origin of Contents: the source identification of the contents of each IDW drum will 

be specified in the inventory (e.g., monitoring well number or rinse water generating 

activities). 

• IDW Type: inventory data will include the type of IDW in each drum (e.g., PPE, 

disposable sampling equipment, decontamination rinse water, etc.). 

• Waste Volume: the amount of waste in each drum will be specified in the inventory 

as a percentage of the total drum volume or an estimated percentage filled level (e.g., 

95 percent maximum for liquid IDW). 

• Generation Date: inventory data will include the date IDW was placed in each drum. 

If a drum contains IDW generated over more than one day, the start date for the period 

12001 022. OI3 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIF[C Red Hill FSF 

Contract No.: N62742-0 ]-D-1806, CT0 0013 Paee 6-5 

will be specified. This date is not to be confused with a RCRA hazardous waste 

accumulation date [Title 40 CFR 262 (CFR, 2003a)]. 

Expected Disposal Date: the forecasted date each drum is to be disposed of will be 

specified as part of the inventory. This date is for informational purposes only, and 

will not be considered contractually binding. 

Actual Disposal Date: the actual drum disposal date occurs at the time of on-site 

disposa[, or acceptance by the off-site treatment or disposal facility. 

6.2 Decontamination 

Decontamination of equipment used in groundwater sampling is necessary to prevent crosscontamination and to maintain the highest integrity possible in collected sample. 

An appropriate location for the decontamination area at a site will be selected based on the ability to 

control access to the area, control residual material removal from equipment, and the ability to 

restrict access to the area being investigated. The decontamination area will be located an adequate 

distance away from potential contaminant sources to avoid contamination of clean equipment. 

Groundwater equipment that must be decontaminated includes, but is not limited to, interface probe 

(IP), multiparameter meter, and field parameter collection containers. Equipment with a porous 

surface, such as rope, cannot be thoroughly decontaminated and will be properly disposed of after 

one use. 

Down-hole sampling equipment will be decontaminated prior to initial use and between each 

sampling locafron to prevent the possible introduction of contaminants into successive samples. 

A rinse decontamination procedure is acceptable and the procedure will consist of the following: 

• Wash with a non-phosphate detergent (e.g., alconox, liquinox, or other suitable 

detergent) and potable water solution 

• Rinse in with potable water, 

• Spray with isopropyl alcohol, 

• Rinse with deionized or distilled water. and 

• Spray with deionized or distilled water. 

If possible, equipment will be disassembled prior to cleaning. A second wash will be added at the 

beginning of the process if equipment is very soiled. 

6.3 RecordkeepinglDocumentation 

This section provides standards for documenting field activities; labeling the samples; documenting 

sample custody; and completing chain-of-custody/analytical request forms. The standards presented 

are intended to ensure that samples collected are maintained for their intended purpose, and the 

conditions encountered during field activities are documented. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-I806, CTO 0013 Page 6-6 

Field Loabooks 

The field logbook will serve as the primary record of field activities. Entries will be made 

chronologically and in sufficient detail to allow the writer or a knowledgeable reviewer to 

reconstruct the applicable events. The logbook will be stored in a clean location and used only when 

outer gloves used for personal protective equipment have been removed. 

Individual data forms may be generated to provide systematic data collection documentation. 

Entries on these forms shall be referenced in the applicable logbook entry. Individual data forms 

will reference the applicable logbook and page number. At a minimum, names of all samples 

collected will be included in the logbook even if recorded elsewhere. 

All field descriptions and observations are entered into the logbook using indelible black ink. 

Typical infonnation to be entered includes, but is not limited to, the following: 

• Date and time of all onsite activities 

• Site location and description 

• Weather conditions 

• Field work documentation 

• Descriptions of and rationale for approved deviations from the Work Plan or FSP 

• Field instrumentation readings 

• Personnel present 

• Photograph references 

• Sample locations 

• Sample numbers and sample identification 

• Sample naming 

• Field QC sample information 

• Field descripfions, Standard Operating Prooedures, equipment used, and field activities 

accomplished 

• Meeting information 

• Important times and dates of telephone conversations, correspondence, or deliverables 

• Field calculations 

• Calibration records 

• Subcontractors present 

• Equipment decontamination procedures and effectiveness 

[2001 022. 013 Red Hill WP/F'SP1 Dawson Group, lne. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 PaKe 7-1 

7. FIELD PHASE: General Sampling Procedures 

This section describes the general sampling procedures to be employed at the Red Hill FSF project site. 

7-1 Sample Containers and Preservatives 

Sample containers and the volumes required for analysis are shown in Table 1, Analytical Sample 

Preservation, Maximum Holding Times, and Containers. These may be changed to accommodate 

selected laboratory preferences, but will meet the essential requirements of the method. 

7.2 Sample Labeling 

A weatherproof sample label with adhesive backing shall be affixed to each individual sample 

eontainer. If neoessary, clear tape shall be placed over each label to prevent the labels from tearing 

off, falling off, being smeared, and to prevent loss of information on the label. The following 

information shall be recorded with a waterproof marker on each label: 

EPA sample number • Matrix (optional) 

Date and time of collection • Sample preservatives (if applicable) 

Sampler's initials • Analysis to be performed on sample 

These labels will be printed from a computer file onto weatherproof adhesive labels or alternatively 

obtained from the analytical laboratory. 

7.2.1 EPA Number 

An EPA number wi[I be assigned to each sample (to facilitate data tracking and storage) as 

follows: 

W WXyyy 

where WW Unique project initials (i.e., RH = Red Hill) 

X Unique facility initials (i.e., B= Stilling Basin, W= Sentinel Well,) 

yyy Chronological number, starting with 001 

For example, the EPA number for the 5'ssample from the stilling basin would be RHB005 and 

for the 9`ssample from the sentinel well would be RHW009. 

Each field duplicate (QC) sample from the specific sampling location (i.e., stilling basin or 

sentinel well) will be included in the chronological sequence. For example the field duplicate 

(QC) sample following the 5`hsample collected from the stilling basin would be RHB006. 

If a sample is lost during shipping, a replacement sample will be assigned a new EPA number. 

If different containers for the same sample are shipped on different days, a new EPA number 

must be assigned. The EPA numbers are the only sample numbers that will be sent to the 

laboratory. The detailed infonnation regarding the specifics of the sample (i.e., type, matrix, 

location, time, etc.) will be recorded on the Samp[e Inventory Log (Appendix A, Field Forms). 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D4806, CTO 0013 Page 7-2 

7.2.2 Custody Procedures 

Standard sample custody procedures will be used to maintain the quality of samples during 

collection, transport, and storage prior to analysis. The following documents will be prepared to 

ensure proper sample identification: 

Sample identification label • Chain-of-custody records 

Custody seals • Field notebooks 

Sample Inventory Log 

Field personnel will log individual water samples onto carbon-copy chain-of-custody forms and 

on a separate Sample Inventory Log (Appendix A, Field Forms) when a sample is collected. 

The chain-of-custody form serves as an analytical request form and as a place to record sample 

condition upon receipt. Custody seals will be signed and dated and then placed over each 

cooler and each sample container to detect potential tampering. The chain-of-custody form wil[ 

reflect the time zone (for accurate tracking of the holding times). 

A sample is considered to be in custody ifthe sample is (1) in one's actual physical possession 

or view; (2) in one's physical possession and has not been tampered with (i.e., in a container 

and secured with an official seal); (3) retained in a secured area with restricted access; or (4) 

placed in a container and secured with an official seal such that the sample cannot be reached 

without breaking the seal. 

Upon receipt, the laboratory will sign and retain copies of the air bill. The chain-of-custody 

form will be signed, and the temperature of the samples or cooler, upon receipt, will be 

documented on the chain-of-custody form and the Sample Condition upon Receipt fonn. All 

samples requiring a preservative will be checked for proper preservation by pH testing. 

If any sample container breaks, or if discrepancies are noted between the chain-of-custody form, 

sample labels, or requested analysis, the sample custodian will notify the laboratory project 

manager. A nonconformance report will be completed, and the project manager will be notified 

within 24 hours. At the time of notification, corrective action will be chosen. The sample 

custodian will enter the corrective action into the laboratory system, and a log-in confirmation 

sheet will be sent within 48 hours to the project manager. The laboratory will also send a 

declaration of the samples in each sample delivery group. 

7.3 Sample Handling, Storage, Packing and Shipping 

7.3.1 Handling and Storage 

Immediately following collection, all samples will be [abeled according to the procedures in 

Section 7.2, Sample Labeling. The lids of the containers will not be sealed with duct tape, but 

may be covered with custody seals or placed directly into self-sealing bags. The sample 

containers will be placed in an insulated cooler with wet ice. Samples will occupy the lower 

portion of the cooler, while the ice will occupy the upper portion. 

Prior to shipment, the ice in the coolers will be replaced with frozen gel ice (e.g., Blue Ice ®) in 

order to allow samples to be maintained as close to 4 degrees Celsius (°C) as possible. This will 

allow samples to be maintained as close to 4°C as possible from the time of collection through 

transport of the samples to the analytical laboratory. Styrofoam pads will be placed on the 

bottom and top (and optionally on the sides) of the inside of the cooler. All empty space 

[2001 022. 013 Red Hill WP/F'SP1 Dawson Group, lnc_ 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 7-3 

between sample containers will be filled with Styrofoam "peanuts" or other appropriate 

materia[. Prior to shipping, glass sample containers will be wrapped on the sides, tops, and 

bottoms with bubble wrap or other appropriate padding and/or surrounded by Styrofoam to 

prevent breakage during transport. All glass containers for water samples must be packed in an 

upright position, never stacked or on their sides, and an absorbent material wi[1 be placed on the 

bottom of the cooler to help contain any spillage that might occur. Samp[es will be shipped on 

a schedule allowing the [aboratory to meet holding times for analyses. The procedures for 

maintaining sample temperatures at 4 0C,, pertains to all field samples. 

7.3.2 Sample Packing 

When a cooler is ready for shipment to the laboratory, two copies of the chain-of-custody form 

will be placed inside a self-sealing bag and taped to the inside of an insulated cooler. The 

coolers will then be sealed with waterproof tape and labeled "Fragile," "This-End-Up" (or 

directiona[ arrows pointing up), or other appropriate notices and chain-of-custody seals will be 

placed on the coolers. 

7.3.3 Sample Shipment 

Shipment of sample coolers to the U.S. from [ocations outside the continental U.S. is controlled 

by the USDA and is subject to their inspection and regulation. Documentation is required to 

prove that the receiving analytical laboratory is certified by the USDA to receive and properly 

dispose of soil; this is called a"USDA Soil Import Permit." In addition, all sample coolers must 

be inspected by a USDA representative, affixed with a label indicating that the coolers contain 

environmental samples, and shipping forms stamped by the USDA inspector prior to shipment. 

Alternatively, the Contractor has received approval from the USDA to ship soil samples, and 

has received a stamp that can be used to facilitate shipment. In this way, the USDA does not 

need to inspect each soil sample shipment. Water sample shipments do not need to be inspected 

by the USDA. Custody seals are to be placed on each container to ensure proper chain-ofcustody controls in the event coolers are opened for inspection. A diagram of a properly labeled 

cooler is presented in Appendix B, Example. 

In summary, the paperwork will be taped to the outside of the coolers to assist sample 

shipments. If a shipment is made up of multiple pieces (e.g., more than one cooler), the 

paperwork will be attached only to one cooler, if the courier agrees. AII other coolers in the 

shipment will only be taped and have address and chain-of-custody seals affixed. 

l. Courier Shipping Form & Commercial Invoice - Both forms will be placed inside a 

clear plastic adhesive-backed pouch, which adheres to the package (typically supplied 

by the courier) and placed on the cooler lid. 

2. Soil Import Permit and USDA Letter (soil only) - The laboratory will supply these 

documents prior to mobilization. The USDA in Hawaii often does stop shipments of 

soil without these documents. The 2" x 2" USDA label (described below), the USDA 

letter, and soil impact permit will be stapled together and placed inside a clear plastic 

pouch. The Soil Import Pennit label will be supplied by the laboratory. Copies of this 

Soil Import Pennit label are acceptable, and will be cut out to 2" x 2" dimensions. 

Water samples are not controlled by the USDA, so the requirements for soil listed 

above do not apply. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 7-4 

3. Custody Seals - Seals will be supplied by the laboratory. Field personnel must sign 

and date these; at least two seals will be placed in such a manner that they stick to 

both the cooler lid and body. Placing the seals over the tape, then covering it with 

clear packing tape is suggested. This prevents the seal from coming loose and enables 

detection oftampering. 

4. Address Label - A label stating the destination (laboratory address) will be affixed to 

each cooler. 

For this project, CAS will be supplying courier service to pickup the samples from the project 

site or from the Contractor's office. The CAS offffice in Hawaii will be responsible for shipping 

the water samples to their laboratory in Canoga, Califomia. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CPO 0013 Page 8-1 

8. FIELD PHASE: Stilling Basin Sampling Methodology 

This section describes two sampling methodology options, entry and non-entry, which may be employed 

at the Red Hill FSF project site, specifically in collecting a surface water sample at the stilling basin. 

The characteristics of the stilling basin identify it as a confined space; furthermore, these characteristics 

also classify it as a permit-required confined space. 

8.7 Entry into the Stilling Basin 

As a perndt-required confined space, certain OSHA safety protocols must be initiated before any 

sampling activities can be performed. 

• Confined Space Training and Certification for authorized entrants, attendants, and entry 

supervisor 

• lnitial atmospheric testing along with continual/periodic atmospheric testing 

• Completed confined-space entry permit 

• Entry/retrieval system, including tripod, lifeline, and full-body hamess 

• Rescue plan 

Further details of the Occupational Safety and Health Administration (OSHA) and Contractorrequired safety protocols can be found in the related HASP (Dawson, 2004). 

8.1.1 Access into the Stflling Basin 

Access into the stilling basin area is through an entrance hatch (approximately 24-inches in 

diameter) and descend down a ladder to a platform anchored three feet below the entrance hatch 

and located approximately 84 feet above the water surface (approximate measurements based 

on a depth to water reading of 87.25 fbg taken on 30 August 2004). 

As stated in Section 5.2.4, Site Securiry, the entrance hatch will remain open with a 

lockout/tagout procedure. An entry/retrieval system, which includes a tripod mounting device, 

self-retracting lifeline with emergency retrieval hoist, and full-boy hamess, will be used by the 

authorized entrant to enter and exit the confined space. At no time will the authorized entrant 

detach themselves from the lifeline. The entry procedure will be as follows: 

The entrance hatch will be opened and lock out/tag out will be employed to prevent 

accidental closure. 

2. From the entrance hatch, measure the depth to water to the nearest 0.01 foot using an 

interface probe (IP). Record the measurement and time on the Surface Water 

Sampling Field Form (Appendix A, Field Forms). 

The atmosphere inside the conSned space will be tested for levels of oxygen, carbon 

monoxide, and hydrogen sulflde using a calibrated multi-gas meter with a vacuum 

pump. The attached tubing will be lowered down in one-foot intervals until six fbg 

and the atmosphere will be sampled at each interval. 

[2001 022. 013 Red Hill WP/FSPI Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01 -D- 1806, CTO 0013 Page 8-2 

4. Once the atmosphere at each interval has been deemed safe, a permit will be 

completed and posted and the tripod with the self-retracting lifeline will be set-up. 

The authorized entrant will don the full-body harness and attach to the lifeline. In 

addition, the authorized entrant will have a full-face respirator on hand in case of an 

emergency and will have available a 15-minute oxygen supplied air container within 

the confined space. 

5. The authorized entrant will descend the ladder to the platform immediately below the 

entrance hatch. 

6. The authorized entrant will prepare for sampling at the platfonn. 

At all times during the sampling activities, one multi-gas meter will be located on the 

platform to constantly monitor the entrant's breathing zone, while a second multi-gas 

meter will be constantly monitoring the atmosphere below the platform at 

approximately six fbg. 

8.1.2 Surface Water Sampling Methodology 

The purpose of sur£ace water sampling is to acquire aceurate, representative information about 

surface water body that could be affected by a release from a hazardous waste site. 

A dip or grab sample is appropriate for a small body of water, or for collecting surface samples 

in a larger surface water body. The sampling method involves the filling of a sample container 

by submerging it either just below the surface, or by lowering the container to a desired depth 

by using a weighted holder (i.e., weighted bailer). Any preservative shou d be added after 

sample collection to avoid loss of preservative. Alternately, a transfer device may be dipped 

into the water then the contents transferred to the appropriate container containing the 

preservative. 

The selected sampling device must not compromise sample integrity; therefore, samples will be 

collected using a new weighted, disposable, single- or double-check valve bailer that remains 

sealed in plastic (by the manufacturer). These bailers will be equipped with bottom-discharging 

devices. The sampling system is a combination of a clear polyvinyl chloride (PVC) casing and 

a disposable bailer, where the bailer will be inserted inside the PVC casing, and an IP probe will 

be attached to the outside of the PVC casing. Together, they will be lowered to approximately 

six inches above the water surface, and then the bailer will be lowered into the water to collect a 

sample, Once full, the bailer will be raised into the PVC casing and together will be raised up 

to the platform, where the sample bottles will be filled. The following sample collection 

procedure continues from Section 8.1.1, flccess into tlre Stllling BasPn. 

8. Sampling equipment and containers will be carefully lowered to the entrant using a 5- 

gallon plastic bucket that is securely attached to a rope/cable. Once the bucket has 

been lowered, it will be securely tied off outside the entrance hatch. 

9. A new length of rope will be tied securely to the top of a new weighted, disposable 

bailer and lowered in such a way as to minimize disturbance and aeration of the water. 

10. Together the PVC casing, bailer, and IP probe will be lowered from the open side of 

the platform. 

12001 022. 013 Red Hill WP/FSP] Dawson Oroup, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01 -D- 1806, CTO 0013 Paee 8-3 

11. At approximately six inches above the water surface, the PVC casing and IP probe 

will be kept stationary and the disposable bailer will continue to be lowered into the 

water for sample collection. 

12. Once the bailer is full, it will be raised into the PVC casing, and then the entire 

sampling system will be raised to the platform, where the laboratory-supplied 

containers will be filled. The samples will be collected in this order: 

— VOC samples (i.e., TPH as gasoline; BTEX; MtBE; 1,2 DCA; and EDB) will be 

collected first by attaching a VOC bottom-discharging device (i.e., VOC 

sampler) to the bottom of the bailer and transferring the collected sample into the 

laboratory-supplied VOA vials with hydrochloric acid (HCl) or sodium 

thiosulfate (Na2S203) (for EDB) preservative (Tables 1 and 2). Remove the VOC 

sampler. 

— Semivolatile organic compounds (SVOCs), which include TPH as diesel and 

PAHs will be collected by attaching the bottom-discharging nozzle to the bottom 

of the bailer and transferring the collected sample into the laboratory-supplied 

500-milliliter (mL) amber glass bottle with HCL preservative and I-liter amber 

glass bottles (Tables 1 and 2), respectively. 

— Total lead will be collected using the same bottom-discharging nozzle as 

described above and transferred to the laboratory-supplied 500-mL polyethylene 

bottle with nitric acid (HNO3 ) preservative (Tables 1 and 2). 

13. All sample containers will be properly sealed; assigned and labeled with an EPA 

number; placed into bubble-wrap sleeves then into a sealable plastic bag (i.e., 

Ziplock®); sealed; tagged with a custody seal plaoed over the bag opening as 

described in Section 7.2, Sample Labeling, and Section 7.3, Sample Handling 

Storage, Packing and Shipping. 

14. The sample will be logged on the chain-of-custody form and on the sample inventory 

log. 

15. The samples will then be placed immediately into an insulated cooler chilled with wet 

ice. 

This procedure will be repeated until all required primary and field duplicate (QC) samples have 

been collected. 

8.1.3 Exit from the Stillfng Basin 

Exit from the stilling basin will continue from the above section with the following procedures: 

16. Once all collected samples and sample equipment have been removed from the 

confined space, the authorized entrant will begin to ascend the three-foot ladder. 

17. When the authorized entrant has exited the confined space, the lockout/tagout will be 

removed from the entrance hatch and the hatch securely locked. 

18. Only when the authorized entrant is firmly on solid ground can the lifeline be 

detached from their harness and the harness removed. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 8-4 

All samples, sampling equipment, and confined space equipment will be removed from the 

project site at the end of each quarterly sampling event. 

8.2 Non-Entry Into the Stilling Basin 

Non-entry access to the stilling basin requires opening an entrance hatch (approximately 24-inches in 

diameter), which will be opened and lockout/tagout will be employed to prevent accidental closure. 

From the open entrance hatch, measure the depth to water to the nearest 0.01 foot using an interface 

probe (IP). Record the measurement and time on the Surface Water Sampling Field Form (Appendix 

A, Field Forms). It should be noted that at no time during the field activities will entry be permitted 

into the confined space. 

The same sampling system described in Section 8.1.2, Surface Water Sampling Methodology, will be 

used for the non-entry satitpling of the stilling basin. 

Surface water sampling procedures for non-entry into the stilling basin is detailed in Section 8.1.2, 

Surface Water Sampling Methodology, specifically procedures 9 through 15. 

8.3 Field Quality Control Sampling 

8.3.1 Field Duplicates 

Surface water field duplicate (QC) samples will be collected once per sampling event, following 

the sample collection procedures listed in Section 8.2, Surface Water Sampling Methodology. 

8.3.2 Trip Blank 

A laboratory-supplied trip blank will be placed in each sample cooler containing the VOC 

samples to be shipped to the laboratory. The trip blank will be recorded on the chain-of-custody 

form and the sample inventory log and analyzed for the VOC parameters (i.e., TPH as gasoline; 

BTEX; MtBE; 1,2 DCA; and EDB) requested for the primary samples. 

8.3.3 Temperature Blank 

A temperature blank will be placed in each sample cooler per shipment to be shipped to the 

laboratory. 

8.4 Rescue Plan 

In the event that an emergency should occur during entry, sampling, and/or exit of the stilling basin, 

the following steps will be performed: 

The confined space entry supervisor will direct the attendant to ca11471-7117. 

If possible, where no further injuries will occur, the confined space entry supervisor will 

activate the lifeline's retrieval mechanism and begin emergency evacuation of the 

authorized entrant. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 8-5 

3. If necessary, the confined space entry supervisor will perform first aid and cardiopulmonary resuscitation (CPR) until the emergency medical technicians (EMTs) arrive. 

Further details on the rescue plan are found in the accompanying HASP (DAWSON, 2004). 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 9-6 

9. FIELD PHASE: Sentinel Well Sampling Methodology 

This section describes the specific sampling methodology to be employed when collecting a groundwater 

sample at the sentinel well located at the Red Hill FSF project site. 

9.1 Groundwater Sampling Methodology 

The purpose of groundwater sampling is to acquire groundwater samples that are representative of 

aquifer conditions with as little alteration of water chemistry as possible. At a minimum, 

groundwater sampling procedures shall include: 

• Measurement of static water level elevations 

• Assessment of the presence or absence of an immiscible phase 

• Assessment of purge parameter stabilization 

• Purging of static water within the well and well bore 

• Obtaining a groundwater sample 

Each step is discussed in sequence below. Depending upon specific field conditions, additional steps 

may be necessary. 

9.1.1 Measurement of Static Water Level and Detection of an Immfscible Phase 

Before initiating sampling, the depth to standing water, depth to an immiscible layer (if any), 

and/or the total depth of the well will be measured to the nearest 0.01 foot using an IP to 

provide baseline . hydrologic data. Each measurement will be referenced to the pennanent, 

reference point located on the monitoring well. Water level will be measure twice in quick 

succession. This data will be recorded on the Monitoring Well Sampling Log (Appendix A, 

Field Forms). 

lf an immiscible phase is detected with the IP, the Project Manager and the Navy RPM/NTR 

will be notified immediately. No groundwater sample will be co[lected unless otherwise 

directed by the Project Manager and/or Navy RPM/NTR. 

If no immiscible phase is detected with the IP, the measurements of depth to water and total 

depth of the well will be used to calculate the volume of water in the well, the amount of water 

to be purged, as well as provides information on the integrity of the well (e.g., identification of 

siltation problems). 

As detailed in Section 6.2, Decontaminaaton, the IP will be decontaminated prior to entering the 

well, to minimize the potentia[ for cross-contamination, and wi[I be decontaminated prior to 

leaving the site. The decontaminated IP will not be placed directly on the ground or other 

contaminated surfaces prior to inser[ion into the well. 

9.1.2 Well Purging Methodology 

The water present in a well prior to sampling may not be representative of in situ groundwater 

quality and shall be removed prior to sampling. All groundwater removed from potentially 

contaminated wells shall be handled in accordance with the IDW handling procedures described 

in Section 6.1, lnvestigation Derived Waste Management. 

[2001 022.013 Red Hill WP/FSP] Dawson Group, lne. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-U-1806, CTO 0013 Paee 9-7 

Purging will be accomplished by removing groundwater from the well using a new, disposable 

0.75-inch polyethylene bailer with new, dedicated rope. The bailer will be lowered into the well 

with as[ittle disturbance of the water as possible to minimize aeration of the water in the well. 

The groundwater removed during purging will be collected in a 5-gallon plastic bucket with lid 

and stored on-site inside a 20-gallon, open-head, steel drum (i.e., secondary containment) until 

its disposition is determined based upon laboratory analytical results. 

Puroina Procedures 

A new length of polyethylene rope will be tied securely to the top end of the new, 

disposable polyethylene bailer. 

2. Each time the bailer is lowered to the water surface, it shall be lowered in such a way 

as to minimize disturbance and aeration of the water. Once the bailer is full, it will be 

slowly brought out of the water and the water will be transfen•ed to a clean container 

for evaluation of field parameters. The remaining water will be placed in a 5-gallon 

plastic bucket. 

— The purge water will be evaluated on a regular basis during purging and analyzed 

in field for temperature, pH, specific conductivity, dissolved oxygen, redox 

potential, and turbidity using a water quality meter. 

— At least four (4) to six (6) reading will be taken during the purging process. 

3. Purging Procedures I through 3 will be repeated until the calculated purge volume has 

been removed and when two (2) or three (3) consecutive field parameter 

measurements have stabilized to within approximately 10 percent. All this 

infonnation will be recorded on the Monitoring Well Field Sampling Log (Appendix 

A, Field Forms). All blanks on this field log will be completed during field sampling. 

Low Yield Well 

Low yield wells are wells that exhibit less than SO percent recovery after two hours. If this is 

the case at the sentinel well, then only one borehole volume of water will be removed. The well 

then will be allowed to recover sufficiently to provide enough water for the specified analytical 

parameters, and sampled. 

9.1.3 Sample Collection Procedures 

The sentinel well will be sampled when groundwater within it is representative of aquifer 

conditions and after it has recovered sufficiently to provide enough volume for the groundwater 

sampling parameters. A period of no more than two (2) hours will elapse between purging and 

sampling to prevent groundwater interaction with the casing and atmosphere. This may not be 

possible with a low yield well. Depth to water will be measured and recorded prior to sampling 

to demonstrate the degree of recovery of the well. The bailer shall never be dropped into the 

well because this could cause aeration of the water upon impact. Additionally the sampling 

methodology shall allow for the collection of a groundwater sample in as undisturbed a 

condition as possible, minimizing the potential for volatilization or aeration, as well as 

minimizing agitation and aeration during transfer to the sample containers. 

[2001 022. 013 Rcd Hill WP/FSPI Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806. CTO 0013 Paae 9-8 

San7plinq PrOcedUreB 

l. A new length of polyethylene rope will be tied securely to the top end of the new, 

disposable polyethylene bailer. Each time the bailer is lowered to the water surface, it 

shall be lowered in such a way as to minimize disturbance and aeration of the water. 

2. Once the bailer is full, it will be brought out of the water and the sample transferred 

directly into the laboratory-supplied containers. The samples will be collected in this 

order: 

— VOC samples (i.e., TPH as gasoline; BTEX; MtBE; 1,2 DCA; and EDB) will be 

collected first by attaching a VOC bottom-discharging device (i.e., VOC 

sampler) to the bottom of the bailer and transferring the collected sample into the 

laboratory-supplied VOA vials with HCl or Na 2S2 03preservative (Tables 1 and 

3). Remove the VOC sampler. 

— SVOCs, which include TPH as diesel and PAHs will be collected by attaching 

the bottom-discharging nozzle to the bottom of the bailer and transferring the 

collected sample into the laboratory-supplied 500-mL amber glass bottle with 

HCI preservative and 1-liter amber glass bottles (Tables 1 and 3), respectively. 

— Total lead will be collected using the same bottom-discharging nozzle as 

described above and transferred to the laboratory-supplied 500-mLpolyethylene 

bottle with HNO3 preservative (Tables 1 and 3). 

All sample containers will be properly sealed; assigned and labeled with an EPA 

number; placed into bubble-wrap sleeves then into a sealable plastic bag (i.e., 

Ziplock®); sealed; tagged with a custody seal placed over the bag opening. 

4. The sample will be logged on the chain-of-custody form and on the sample inventory 

log and placed immediately into an insulated cooler chilled with wet ice. 

This procedure will be repeated until all required primary and field duplicate (QC) samples have 

been collected. 

9.2 Field Quality Control Sampling 

9.2.1 Field Duplicates 

Groundwater field duplicate (QC) samples . will be collected once per sampling event, following 

the sample collection procedures listed in Section 9.1.3, Sample Collection Procedures. 

9.2.2 Trip Blank 

A laboratory supplied trip blank will be placed in each sample cooler containing the VOC 

samples to be shipped to the laboratory. The trip blank will be recorded on the chain-of-custody 

form and the sample inventory log and analyzed for the VOC parameters (i.e., TPH as gasoline; 

BTEX; MtBE; 1,2 DCA; and EDB) requested for the primary samples. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 9-9 

9.2.3 Temperature Blank 

A temperature blank will be placed in each sample cooler per shipment to be shipped to the 

laboratory. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 10-1 

10. REPORTING PHASE 

10.1 Data Management and Validation 

The laboratory reports will be reviewed as soon as they are available. The laboratory reports shall 

include all samples, blanks, and internal quality control results. A sample table listing each 

laboratory sample will be prepared. The table shall correlate the QC samples to the primary samples 

from which they were duplicated. 

10.2 Quality Control and Corrective Action 

10.2.1 Field Quality Control 

Field Duplicates 

Surface water and groundwater field duplicates (QC) samples will be collected once every 

quarter for each sample location (i.e., stilling basin and sentinel well). 

10.2.2 Laboratory Quality Control 

Each laboratory is required to have an approved QA program with current standard operating 

procedures for each method performed. The laboratory QA program will meet the requirements 

of Test Methods for Evaluating Solld Waste, Physical/Chemical Methods, Third Edition (EPA, 

1998). 

Method Blanks 

A method blank will be analyzed with every batch of 20 or fewer samples to measure laboratory 

contamination. The method blank will be an analyte-free matrix (water) that will be carried 

through the entire preparation and analysis procedure. If analytes are found above detection 

limits, the results of samples in the batch will be examined. Those with results less than the 

detection Iimit or greater than 10 times the blank value will be accepted. Other samples will be 

reanalyzed in another batch. Consistent presence of contamination will require investigation 

and con•ective action. 

10.2.3 Corrective Action Plan 

In order to maximize the potential for obtaining valid and usable analytical data, a corrective 

action plan will be employed for all data results. The detection limits for each of the target 

analytes will be included with each chain-of-custody form. The chain-of-custody includes 

instructions to contact the Project Manager, should any problems be encountered. This will 

help to minimize any problems encountered due to contract required detection limit 

exceedances. In the event that holding times are missed, or detection limits are exceeded, data 

will be flagged as estimated and the data used, or the data will be rejected and the results 

considered inconclusive. The decision to flag and use or reject will be based on the severity of 

the discrepancies encountered, and comparison to standard QC limits. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red HOl FSF 

Contract No.: N62742-0I-D-1806, CTO 0013 Page 10-2 

10.2.4 Action Correction Plan 

If more than 30 percent of the data is rejected based on the guidelines above, samples will be 

recollected from the areas where the rejected results were obtained, with the laboratory 

responsible for the cost associated with the re-sampling effort. If it is necessary to contact 

personnel for response to unforeseen circumstances, use the contact information listed in 

Section 3, Project Organizatio?kand Schedule, of this WP. 

10.3 Data Evaluation 

Upon receipt of each laboratory's deliverables, a desktop review will be performed that includes the 

following tasks: 

• A check that all contract deliverables have actually been delivered 

• A review of preservation (if any), holding times, and proper chain-of-custody 

• If provided in the deliverables, laboratory standard operating procedures will be reviewed 

against SW-846 methods and deviations noted 

• A review of all laboratory quality control data (laboratory blanks, laboratory duplicates, 

matrix spike/matrix spike duplicates, and laboratory control spike); rejection of data will 

take place if accuracy and precision are not within limits established for the method. 

Upon completing all data collection and data review, chemical analytical data will be evaluated as 

follows: 

Evaluate near surface water and groundwater data to assess the nature and extent of 

impacts from contamination (if any). 

Assess the need for further response actions. 

As part of the laboratory data quality assessment, data quality measurements will be compared with 

standards established for the project. 

10.4 Report Submittals 

Quartetiv Groundwater Monitorino Reoort 

Based on the data collected during each quarterly sampling event, the Contractor will prepare a 

Quarterly Groundwater Monitoring Report. The report will doeument the sampling activities, 

present the analytical results, waste disposal manifests, and conclusions and recommendations. 

[200] 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page I 1-1 

11. PROJECT QUALITY CONTROLI QUALITYASSURANCE 

The Contractor will be responsible for all aspects of project quality control/quality assurance (QC/QA) 

and will establish and maintain an effective quality control system. The quality control system will 

consist of plans, procedures, and organization necessary to produce a product, which complies with the 

contract requirements. The Contractor will ensure that subcontractors and all necessary supplies comply 

with the requirements of the contract between NAVAFAC PACIFIC and DA WSON. The controls will be 

adequate to cover all levels of onsite and offsite work. The controls will include the following: 

• A check to assure that all materials and equipment have been tested/calibrated, submitted, 

and approved. 

• A check of substrates and other preliminary work to ensure that it complies with the 

contract requirements. 

• Check the level of workmanship and verify that it meets minimum acceptable 

workmanship standards. 

• Implement corrective measures when defects are detected. 

[2001 022. 013 Red Hill WP/FSPI Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill F3F 

Contract No.: N62742-01-D-1806, CTO 0013 Page 11-2 

This page intentionalty left blank. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc, 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Page 12-1 

12. REFERENCES 

AMEC Earth and Environmental, Inc., 2002. Red Hil1 Bulk Fuel Storage Facility Investigation Report, 

Volume I ofii7 (Final) for Fleet Industrial Supply Center (FISC), Oahu, Hawaii. August 2002. 

Code of Federal Regulations, 2003a. Protection of the Environment. Title 40, Parts 260 through 280. 

Office of Federal Registrar, National Archivist Record Administration. United States 

Govemment Printing Office, Washington, DC. 

, 2003b. Transportation. Title 49, Subpart C. Office of Federal Registrar, National Archivist 

Record Administration. United States Government Printing Office, Washington, DC. 

Dawson Group, Ine., 2004. Site Health and Safety Plan, Groundwater Sampling, Red Hill Fuel Storage 

Facility, Hawali. September 2004. 

Macdonald, George A., Abbot, A.T. and Peterson F.L., 1983. Volcanoes in the Sea, University of Hawaii 

Press. 

Mink, John F. and Lau, S.L. 1990. Aquifer ldentification and Class fcation for Oahu: Groundwater 

Protection Strategy for Hawaii, University ofHawail WRRC Technical Report #179. 

State of Hawaii Department of Health, 1996. Risk-based Corrective Action and Decision Making at Sites 

with Contaminated Soil and Groundwater, Volume I and II 

State of Hawaii Department of Health, 2000. Technical Guidance Manual for Underground Storage 

Tank Closure and Release Response, Second Edition. March 2000. 

United States Department of Agriculture, Natural Resources Conservation Service, 2004. Hawaii Soils, 

http:/www.ctahr.hawaii.edu/soilsurvey/soils.htm (September 2004). 

United States Environmental Protection Agency, 1998. Test Methods for Evaluating Solid Waste, 

Physical/Chemical Methods, Third Edition. 

United States Navy, 2004. Statement of Work —10 May 2004. May 2004. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NA V AFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Paee 12-2 

This page intentionally left blank. 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

ContractNo.: N62742-01-D-1806, CTO 0013 Figures 

FIGURES 

Site Vicinity Map — Figure 1 

Site Plan Map — Figure 2 

Project Organization Chart — Figure 3 

Estimated Project Schedule — Figure 4 

[2001 022. 013 Red Hill W P/FSP] Dawson Group, Inc. 


RNAM1,"+PIPS eN[4'y.'4`Y'Avy:

3 ~-~ s?YSM'C4eYE C

ADMINISTRATIVE CONTRACTING OFFICER 

Bemie Julian 

PROJECT CONTRACT SPECIALIST 

Sharon Tsuru 

COTR 

Debb/e Loo 

Altemate COTR 

Kay O'Keefe 

RPM/NTR 

Glenn Yoshinaga 

REGULATORY 

AGENCIES 

EPA REGION IX 

HDOH OFFICE 

NAVY PWC 

POTABLE WATER 

INFILTRATION TUNNEL 

FISC PEARL HARBOR 

PROJECT MANAGER 

Heather Kerr 

QC MANAGER 

James Frifeldt 

PROJECT SUPERINTENDENT/SSHO 

Royce Ynigues 

SENIOR PROJECT SCIENTIST/ALTERNATE SSHO 

Lanl Dulay, PG 

SENIOR ENGINEER 

Frank Carlos, PE 

SUBCONTRACTOR SERVICES 

FIELD TECHNICIANS 

Mike Kim 

Lyle Ragragola 

Bryson Avilla, Jr. 

COLUMBIA PACIFIC 

ANALYTICAL COMMERCIAL 

SERVICES SERVICES 

W)vson Gro P, Inc. 

CONTRACT NO.: N62142-01-D-1006, CT00013 

FIGURE 3 

PROJECT ORGANIZATIONAL CHART 

GROUNDWATER SAMPLING, RED HILL FUEL STORAGE FACILITY, HAWAII 

JOB NO.: 2001 022.013 DECEMBER 200C 
miM li ~ i, 

i 

I I I 

Oescription Early 

Start 

Early M4 Finish DE40 

2006 

JAN PEa MAR APR tAAY JLM JUL AUQ AEP OCT NOV DEC JAN FFB WAR A"PRNWY 

plafming 

st ouaner 

e 

2nd Quarter 

~ :. 

3rd Quarlar . 

4th 
NAVAFAC PACIFIC Red Hill FSF 

Contraot No.: N62742-01-D-1806, CT'O 0013 Tables 

TABLES 

Analytical Sample Preservation, Maximum Holding Times, and Containers — Table 1 

Stilling Basin — Surface Water Sampling Summary — Table 2 

Sentinel Well—Groundwater Sampling Summary — Table 3 

[2001 022. 013 Red Hill WP/FSPI Dawson Group, Ino. 
TABLE 1 

Analytical Sample Preservation, Maximum Holding Times, and Containers 

Groundwater Sampling 

Red Hill Fuel Storage Facility, Hawaii 

ANALYTICAL. MAXIMUM HOLDING 

PARAMETER METHOD MATRIX PRESERVATION TIME SAMPLE CONTAINER TYPE 

BTEX, MtBE, 1,2llCA (VOCs) EPA 8260B Water 4°C, HCL, pH<2 14 dayste) 3 x 40-mL vial with Teflon-lined septa 

4°C, 0.008% 

EDB (VOCs) EPA DW 504.1 Water Na2S203/L 14 daysle) 3 x 40•mL vial with Teflon-]ined septa 

TPH as gasoline EPA 8015B Water 4°C, FICL, pH<2 14 days(s) 3 x 40-mL vial with Teflon-lincd septa 

PAHs 

EPA 8270C or 

Water 4°C 7 days(') / 40 daysl`) 2 x I-L amber glass with Teflon-lined cap 

SIM-PAHs 

TPH as diesel EPA 8015B Water 4°C, HCL, pH<2 7 days(bl / 40 daysl`) 2 x 500-mL amber glass with Teflon-lined cap 

Total lead EPA 6020 Water 4°C, HNO3 , pH<2 6 lnonths 1 x 500-mL polyethylene bottle 

Notes: BTEX benzene, loluene, ethylbenzene, and total xylenea OW tlrinking water 

MIBE methyl tertiary-butyl ethei °C degrees Celsius 

1,2DCA 1,2dichloroethane HCL hydrochloricacid 

EDB ethylene tlibromitle less than 

VOC volatile organic compound Na2S101 sodium thiosulFate 

TPH total petroleum hydrocarbons HNO3 nitric acid 

PAH polynuclear aromatic hydrocarbon mL milligram per liter 

EPA U.S. Environmental Protectian Agency L liter 

(a) From sample collection to analysis 

(b) From sample wllection to extracfion 

(o) From extraCtion to 20alySi3 

[2001_022.013 Red Hill FSF] Page 1 of 1 Dawson Group, Inc. 
TABLE 2 

Stilling Basin - Surface Water Sampling Summary 

Groundwater Sampling 

Red Hill Fuel Storage Facility, Hawaii 

PARAMETER 

ANALYTICAL 

METHOD 

PRIMARY 

SAMPLE 

OC 

SAMPLE 

TRIP 

BLANK 

TOTAL 

SAMPLES 

BTEX, MtBE, 1,2 DCA (VOCs) EPA 8260B 2 1 O 3 

EDB (VOCs) EPA DW 504.1 2 1 O 3 

TPH as gasoline EPA 8015B 2 1 O 3 

PAHs EPA 8270C or 

SIM-PAHs 

2 1 O 3 

TPH as diesel EPA 8015B 2 1 OO 3 

Total lead EPA 6020 2 1 OO 3 

Notes: BTEX benzene, toluene, ethylbenzene, and xylenet PAHs polynuclear aromatic hydrocarbon 

 MIBE methyl tertiary-bulyl ethei EPA U.S. Environmental Protec6on Agency 

1,2DCA dichloroethane DW tlrinkingwater 

EDB ethylene tlibromitle OC quality wntrol 

TPH total petroleum hydrocarbon 

O A lrip blank will be placed in one cooler for each shipping tlay of groundwater and 

equipment dnsate samples and submit for analysis of VOCs by EPA Methotl 8280B 

[2001_022.013 Red Hill FSF] Page 1 of I Dawson Group, Inc. 
TABLE 3 

Sentinel Well - Groundwater Sampling Summary 

Groundwater Sampling 

Red Hill Fuel Storage Facility, Hawaii 

PARAMETER 

ANALYTICAL 

METHOD 

PRIMARY 

SAMPLE 

qC 

SAMPLE 

TRIP 

BLANK 

TOTAL 

SAMPLES 

BTEX, MtBE, 1,2 DCA (VOCs) EPA 8260B 1 1 O 2 

EDB (VOCs) EPA DW 504.1 1 1 © 2 

TPH as gasoline EPA 8015B 1 1 t0 2 

PAHs 

EPA 8270C or 

SIM-PAHs 

I 1 ® 2 

TPH as diesel EPA 8015B 1 1 ® 2 

Total lead EPA 6020 1 1 OO 2 

Notes: BTEX benzene, toluene, ethylbenzene, and mylenea PAHs polynudear aromalic hydrocarbor 

MtBE methyl tertiary-butyl ethei EPA U.S. Envirunmental Prolection Agency 

1,2DCA dichloroetltane DW tlrinkingwater 

EDB ethylene dibmmide DC qualily contml 

TPH total petmleum hydrocarbon 

O Atrip blankwHl be placetl in one coolerfor each shipping day of groundwater and 

equipmeM rinsate samples and submitforanalysis of VOCs by EPA Method 8260B 

[2001_022.013 Red Hill FSF] Page 1 of I Dawson Group, Inc. 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806. CTO 0013 Aooendix A 

APPENDIX A 

Field Forms 

Drum Label 

Drum Inventory Lag 

Sample Inventory Log 

Surface Water Sampling Log 

Monitoring Well Sampling Log 

[2001 022. 013 Red Hill WP/FSP] Dawson Group, Inc. 
NON-HAZARDOUS WASTE 

0013 - RH SW - D 

DATE(s) COLLECTED: 

CONTENTS: ❑ Soil Q Water ❑ Solid Waste ~ Other 

PROJECT TYPE: ❑ SI ❑X UST ❑ RA ~ Other 

COMMENTS: 

GENERATORINFORMATION: 

NAME: NAVFAC Pacific - Glenn Yoshinaga 

ADDRESS: 258 Makalapa Drive, Suite 100 

CITY: Honolulu STATE: Hawaii 

ADDITIONAL CONTACT: 

NAME: Dawson Group, Inc. - Heather Kerr 

PHONE: (808)472-1416 

ZIP CODE: 96860 

PHONE: (808) 536-5500 EXT. 341 I 

NON-HAZARDOUS WASTE 

0013 - RH SW - D 

DATE(S)COLLECTED 

CONTENTS: ❑ SOiI Q Water ❑ Solid Waste ~ Other 

PROJECT TYPE: ❑ SI ❑X UST ❑ P-A ~ Other 

COMMENTS: 

GENERATOR INFORMATION: 

NAME: NAVFAC Paci6c - Glenn Yoshinaga 

ADDRESS: 258 Makalapa Drive, Suite 100 

CITY: Honolulu STATE: Hawaii 

ADDITIONAL CONTACT: 

NAME: Dawson Group, Inc. - Heather Kerr 

PHONE: (808)472-1416 

ZIP CODE: 96860 

PHONE: (808) 536-5500 EXT. 341 
DRUM INVENTORY LOG PAGE OF 

Dawson PROdECT: Groundwater Sampling, Red Hill Fuel Storage Facility, Oahu sPECIFICAREA: Sentinel WeIIMW-V1Dlocation 

Glroup; iric. 

CONTRACTNO.: N62742-01-D-1$06,00 0013 JOB NO.: 2001 022.013 

DRUM IDENITIFICATION NUMBER 

DRUM STORAGE 

LOCATION ORIGIN OF CONTENTS 

IDW TVPE 

(soll, water, elc.) 

WASTE 

VOLUME 

Full) 

WASTE 

GENRATION 

DATE 

EXPECTED 

DISPOSAL 

DATE 

ACTUAL 

DISPOSAL 

DATE 

COMMENTS 

(intlicate ifwasm vaume changea, tngh levels of 

coreamination, etc.) 

cTO 

uO. - 

rACiuTr 

o, 

i DRUm 

an 

-. iz;Yt 8'%4+g{ D 

-- — ; D -- 

D — --- ---- 

D — — 

--- 

D 

D 

-- — -- -- 

D 

-- 

D

------ 

— D 

D 

- - D 

-- 

DI 

— — — 

-- 

D I 

- -- - ---- 

D

-- ---- 

- - D - 

- D -- 

D 

D 

D 

D 

D -- 

D 

- — 

- D 

D 

02 Drum !nv Log.xls 
SAMPLE INVENTORY LOG PAGE OF 

PROJECT: Groundwater Sampling Red Hill Fuel Storage Facility, Hawaii CONTRACT NO.: N62742-01-D-1806 

LOCATION: Sentinel Well MW-Vt (FISC) 

JOB NO.: 2001 022.013 PERSONNEL 

LABORATORY PIQC or QA ADDRESS CONTACT PHONE 

Columbia AnalyticalServices P & QC 91-235 Oihana Street, Kapolei, Hi 96707 1 rwie Sober 682-1767 

Dawson 

Group, Inc. 

Airpod Indushial Park 

3375 K.,.k. Seeet 

Suit. B200 

Horol.lu, Hawau 96819 

Ph.e 809-536-5500 

F. 80&536-5530 

w-w..dawson8a cm 

SAMPLE INFORMATION SPECIFIC 

PROJECT 

SITE 

(we belo.) 

COMMENTS 

(indicate any obseNations) DESTINATION 

& SHIPMENT 

DATE 

EPA NUMBER 

DATE TIME LOCATION 

TYPE 

(58&bv0-) 

# PER 

LOCATION 

QC NOT 

f$ae 

DEPTH 

(feat bp) 

RH - W C 01 C' 

RH - 

RH - W 

RH - W 

RH 

RH 

RH - 

RH - 

RH• W 

RH 

RH -,"W-I "-- 

RH 

RH 

RH - 

RH - 

RH - V 

RH - 

RH 

RH 

RH 

PaoWy (nitals. fype, QC We Sffespwficpm)ect 

RH = Red H,11 water S = pflmary FSF = Nel stomge facillty, dcwroradient of USTS 

D = dupfit,ate (QC) 

03 Sample lnv.xis 
MONITORING WELL FIELD SAMPLING LOG 

PROJECT: Groundwater Sampling, Red Hill Fuel Storage Facility, Flawaii - Po[able Water Infiltration Tunnel * 

CONTRACT NO.: N62742-01-D-1806. CT00013 JOB NO.:2001_021013 

DATE: TIME: CLIMATIC CONDITIONS: 

PERSONNEL: 

WELL lNFORMAT/ON URGE VOLUME EQUIPMENT 

Well Name/Number: St1lllllt; B881D Ve =(de)8 x(h) x 0.04 Instrument(s): Solinst lnterface Probe 

Well Loca6on: * 

Casing Diemeter (Inches) j.; ~71~. '{de) Volume of water I Calibmtion Time: NA 

Total Well Depth (feel) 1~ ~~ ,,,. ~ __ casing (gallo NA (Ve) CalibmEon Result 1 Comments: NA 

Initial Depm to Water (feet): 

Depm ta Product (feet): NA imum Purge' 

Height of Water Column (feet): NA (h) Volume (gallons): _ -— 

PURGE LOG Measurements of temperature, pH, sperlfic cnnducfivity, turbidity, dissolved oxygen, and redox will be collected initially, after every well 

wlumne 2moved, and at the end. 

METHOD OF REMOVAL: New, disposable, polyethylene bailer PUMPING RATE: NA 

DATE TIME 

CUMULATIVE 

GALLONS 

REMOVED 

TEMP. 

PH 

SP.COND. TUft&DITY DISSOLVED02 REDOX 

(°C) ( ) ( ) ( ) ( ) 

SAMPLE /NFORMATION 

SAMPLE WITHDRAWAL METHOD: New, disposable, polyethylenebailer SAMPLED BY: 

SAMPLE ID P, OC, OR GA TIME COLLECTED DATE COLLECTED NOTES 

Notes: P= pnmerysempre; QC = qualitywMml (duplicate) sample; QA = qualiryassurance (MP'icafe) sample 

APPEARANCEOFSAMPLE: Color: Temp: m 

Tumitlity: NA pH: NA Redox: NA 

Sediment: Sp. Cond.: NA 

LABANALYSISPARAMETERS: (1) BTEX,MtBE, 1,2-DCA - EPA Method 8260B (2) EDB-EPADWMe[hod504.1 

(3) TPH es gasoline - EPA Method 8015B (4) TPH ns diesel - EPA Metbod 8015B 

(5) PAHs - EPA Method 8270C or SIM-PAHs (6) Totsl lesd- EPA Method 6020 

NUMBER & TYPE OF SAMPLE CONTAINERS USED (intlude preservatives, if any): (1) 3 40-mL VOAs wlth HCL 

(2) 3 40-mL VOAS with sodium Ihiosulfaze (3) 3 4D-mL VOAs with HCL (4) 2 500-mL Glass Amberwith HCL 

(5) 2 I-L Glazs Amber [none) (6) 1 500-mL pl%stic with HNO3 

DECONTAMINATIONPROCEDURES: 

SAMPLES DELIVERED TO: DATE: 

TRANSPORTER:FedEX - TraCking# TIME: 

04 GW Sampling Field Form.xls 
. 

I 

I 

~ 

Dawson 

Group, inc, 

MONITORING WELL FIELD SAMPLING LOG 

PROJECT: Uroundwater Sampling, Red Hill Fuel Storage Facility, Hawaii - downgradient o£USTs * 

CONTRACT NO.: N62742-01-D-1806, CTO 0013 JOB NO.:2001_022.013 

DATE: TIME: CLIMATICCONDITIONS: 

PERSONNEL: 

WELL INFORMAT70N PURGE VOLUME EQU/PMENT 

Well Name/Number. MW-VID Vc=(dc) 2x(h) x 0.041 Instrument(s): 

Well Locetion: * 

~ 

Casing Diameter (Incbes) ~~7 I (dc ) Volume uf water in Calib2llon Time: 

Totel Well Depth (feet) 111'~~~i ;~ ,(~~- casing (gallons): (Vc) Calibratlon Result / Comments: _ 

Initial Depth to Water (feet): 

DepthtoPmduct(feet): MinimumPutge 

Heightof WaterColumn(feet).' (h) Volume (gallons): 

PURGE LOG Measumments of temperature, pH, spettiNc conducfivity, turbldity, tlissolved oxygen, and redox tviN be cullected inifially, aRer every weN 

volumne removetl, and at the entl 

METHOD OFREMOVAL: PUMPING RATE: 

DATE TIME 

CUMULATNE 

GALLONS 

REMOVED 

TEMP. 

PH 

SP.COND. TURBIDITY DISSOLVEDOz REDOX 

( ) ( ) ( ) ( ) 

SAMPLE INFORMATlON 

SAMPLE WITHDRAWAL METHOD: SAMPLEDBY: 

SAMPLEID P,OC,ORqA TMECOLLECTED DATECOLLECTED NOTES 

APPEARANCE OF SAMPLE: Color: Temp: _ DO: 

Turbidity: pH: _ Redox: 

Sediment: Sp. Contl.: 

LABANALYSISPARAMETERS: (1) BTEX,MtbH, 1,2-DCA-BPAMethodR260B (2) EDB-EPADWMetlmd504.1 

(3) TPH as gasollne- EPA Method 8015B (4) TP4I as dfesel - EPA Medmd 8015B 

(5) PAHs-EPAMethod82]OCorSIM-PAHs (6) Totallead-EPAMethod6020 

NUMBER & TYPE OF SAMPLE CONTAINERS USED (include preservat{ves, if any): (1) 3 40-mL VOAs with HCL 

(2) 3 40-mL VOAS withsodimn rhlosolfate (3) 3 40-mL VOAs with HCL. (4) 2 500-mL Glass Amber with HCL 

(5) 2 1-L Glne Amber (none) (6) 1 500-ntL ylastic witlt HNO3 

DECONTAMINATIONPROCEDURES: 

SAMPLES DELIVERED TO: DATE: 

TRANSPORTER: FedEX-TraCkingiF TIME: 

04 GW Sampling Field Form.xls 
NAVAFAC PACIFIC Red Hill FSF 

Contract No.: N62742-01-D-1806, CTO 0013 Appendix B 

=ta oi ► 7Kill!-3 

Example 

Diagram of Properly Labeled Cooler 

[2001 022. 013 Red Hill WP/FSP] Dawson Gronp, Inc. 
; Z)zAson Grotip, tnc: 

,....,, 

CONTRACT NO.: N62742-01-D-1806, CTO 0013 

EXAMPLE 

DIAGRAM OF PROPERLY LABELED COOLER 

GROUNDWATER SAMPLING, RED HILL FUEL STORAGE FACILITY, HAWAII 

JO6 NO.: 2001 022.013 1 DECEM6ER 2004