SB 1
NON-COHESIVE SOILS
Sampler:
Surface: fill
Soil and Rock Description
Water Depth:
Boring Depth:
MacroCore
None encountered
COHESIVE SOILS
Sand, dark brown (10YR 3/3), damp, well graded,
fine to coarse Sand, trace Gravel, trace Silt.
Cored 5 ft, recovered 2.5 ft., 12" fill.
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50% Borehole Diameter:
Location:
6712DT Geoprobe
2.25"
Date Start: 3/19/2023
Date Finish: 3/19/2023
Logged By:
SB1Boring ID:NWC Citrus & S Highland
Ave, Fontana, CA 92335
Unified Soil Classification System
Project Number: 2303092
Direct Push
Contractor: GeoRockers Drilling 1.5" Acetate liner
Drilling Method:
Equipment:
Jim Bean
Operator: Armando Herrera
Boring Location:
Weather: Overcast, 57-65°F 5 ft.
Soil Vapor
Sample No.
SB1-SV5
GW WELL-GRADED GRAVEL FINE TO COARSE GRAVEL
GP POORLY -GRADED GRAVEL
GM SILTY GRAVEL
GC CLAYEY GRAVEL
SW WELL_GRADED SAND, FINE TO COARSE SAND
SP POORLY GRADED SAND
SM SILTY SAND
SC CLAYEY SAND
ML SILT
CL CLAY
OL ORGANIC SILT, ORGANIC CLAY
MH SILT OF HIGH PLASTICITY, ELASTIC SILT
CH CLAY OF HIGH PLASTICITY, FAT CLAY
OH ORGANIC CLAY, ORGANIC SILT
PT PEAT
Depth (ft bgs)
Sample No.
Time
Condition
PID Reading,
PPM
USCS
Classification
2 SB2-2 0829 Good 0 SW
5 1148
SB2
Date Start: 3/19/2023
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50%
2.25"
5 ft.
Water Depth:
1.5" Acetate liner
Boring Depth:
Date Finish: 3/19/2023
Logged By:
Equipment:
Surface: fill
6712DT Geoprobe
GeoRockers Drilling
Operator: Armando Herrera
Boring Location:
Overcast, 57-65°FWeather:
Direct Push
Unified Soil Classification System
Boring ID: SB2
2303092
Borehole Diameter:
NON-COHESIVE SOILS
Soil Vapor
Sample No.
NWC Citrus & S Highland
Ave, Fontana, CA 92335
Sampler:
MacroCore
COHESIVE SOILS
None encountered
Soil and Rock Description
Project Number:
Location:
Drilling Method:
Jim Bean
Contractor:
SB2-SV5
Sand, dark brown (10YR 3/3), damp, well graded,
fine to coarse Sand, trace Gravel, trace Silt.
Cored 5 ft, recovered 2.5 ft., 6" fill.
GW WELL-GRADED GRAVEL FINE TO COARSE GRAVEL
GP POORLY -GRADED GRAVEL
GM SILTY GRAVEL
GC CLAYEY GRAVEL
SW WELL_GRADED SAND, FINE TO COARSE SAND
SP POORLY GRADED SAND
SM SILTY SAND
SC CLAYEY SAND
ML SILT
CL CLAY
OL ORGANIC SILT, ORGANIC CLAY
MH SILT OF HIGH PLASTICITY, ELASTIC SILT
CH CLAY OF HIGH PLASTICITY, FAT CLAY
OH ORGANIC CLAY, ORGANIC SILT
PT PEAT
Depth (ft bgs)
Sample No.
Time
Condition
PID Reading,
PPM
USCS
Classification
2 SB3-2 0845 Good 0 SW
5 1159
SB3
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50% Soil and Rock Description
Surface: fill
Sand, dark brown (10YR 3/3), damp, well graded,
fine to coarse Sand, trace Gravel, trace Silt.
Cored 5 ft, recovered 2.5 ft., 12" fill.
SB3-SV5
Soil Vapor
Sample No.
Operator: Armando Herrera MacroCore
COHESIVE SOILS
Water Depth: None encountered
Weather: Overcast, 57-65°F Boring Depth: 5 ft.
Boring Location:
Date Finish: 3/19/2023
Logged By: Jim Bean
Contractor: GeoRockers Drilling Sampler: 1.5" Acetate liner Date Start: 3/19/2023
Boring ID:
Drilling Method: Direct Push
Unified Soil Classification System
NON-COHESIVE SOILS
Equipment: 6712DT Geoprobe
SB3
Location:
Project Number: 2303092
NWC Citrus & S Highland
Ave, Fontana, CA 92335
Borehole Diameter: 2.25"
GW WELL-GRADED GRAVEL FINE TO COARSE GRAVEL
GP POORLY -GRADED GRAVEL
GM SILTY GRAVEL
GC CLAYEY GRAVEL
SW WELL_GRADED SAND, FINE TO COARSE SAND
SP POORLY GRADED SAND
SM SILTY SAND
SC CLAYEY SAND
ML SILT
CL CLAY
OL ORGANIC SILT, ORGANIC CLAY
MH SILT OF HIGH PLASTICITY, ELASTIC SILT
CH CLAY OF HIGH PLASTICITY, FAT CLAY
OH ORGANIC CLAY, ORGANIC SILT
PT PEAT
Depth (ft bgs)
Sample No.
Time
Condition
PID Reading,
PPM
USCS
Classification
2 SB4-2 0858 Good 0 SW
5 1209
SB4
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50% Soil and Rock Description
Surface: fill
Sand, dark brown (10YR 3/3), damp, well graded,
fine to coarse Sand, trace Gravel, trace Silt.
Cored 5 ft, recovered 2.5 ft., 8" fill.
SB4-SV5
Soil Vapor
Sample No.
Operator: Armando Herrera MacroCore
COHESIVE SOILS
Water Depth: None encountered
Weather: Overcast, 57-65°F Boring Depth: 5 ft.
Boring Location:
Date Finish: 3/19/2023
Logged By: Jim Bean
Contractor: GeoRockers Drilling Sampler: 1.5" Acetate liner Date Start: 3/19/2023
Boring ID:
Drilling Method: Direct Push
Unified Soil Classification System
NON-COHESIVE SOILS
Equipment: 6712DT Geoprobe
SB4
Location:
Project Number: 2303092
NWC Citrus & S Highland
Ave, Fontana, CA 92335
Borehole Diameter: 2.25"
GW WELL-GRADED GRAVEL FINE TO COARSE GRAVEL
GP POORLY -GRADED GRAVEL
GM SILTY GRAVEL
GC CLAYEY GRAVEL
SW WELL_GRADED SAND, FINE TO COARSE SAND
SP POORLY GRADED SAND
SM SILTY SAND
SC CLAYEY SAND
ML SILT
CL CLAY
OL ORGANIC SILT, ORGANIC CLAY
MH SILT OF HIGH PLASTICITY, ELASTIC SILT
CH CLAY OF HIGH PLASTICITY, FAT CLAY
OH ORGANIC CLAY, ORGANIC SILT
PT PEAT
Depth (ft bgs)
Sample No.
Time
Condition
PID Reading,
PPM
USCS
Classification
2 SB5-2 0912 Good 0 SW
5 1218
SB5
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50% Soil and Rock Description
Surface: fill
Sand, dark brown (10YR 3/3), damp, well graded,
fine to coarse Sand, trace Gravel, few Silt.
Cored 5 ft, recovered 2 ft., 6" fill.
SB5-SV5
Soil Vapor
Sample No.
Operator: Armando Herrera MacroCore
COHESIVE SOILS
Water Depth: None encountered
Weather: Overcast, 57-65°F Boring Depth: 5 ft.
Boring Location:
Date Finish: 3/19/2023
Logged By: Jim Bean
Contractor: GeoRockers Drilling Sampler: 1.5" Acetate liner Date Start: 3/19/2023
Boring ID:
Drilling Method: Direct Push
Unified Soil Classification System
NON-COHESIVE SOILS
Equipment: 6712DT Geoprobe
SB5
Location:
Project Number: 2303092
NWC Citrus & S Highland
Ave, Fontana, CA 92335
Borehole Diameter: 2.25"
GW WELL-GRADED GRAVEL FINE TO COARSE GRAVEL
GP POORLY -GRADED GRAVEL
GM SILTY GRAVEL
GC CLAYEY GRAVEL
SW WELL_GRADED SAND, FINE TO COARSE SAND
SP POORLY GRADED SAND
SM SILTY SAND
SC CLAYEY SAND
ML SILT
CL CLAY
OL ORGANIC SILT, ORGANIC CLAY
MH SILT OF HIGH PLASTICITY, ELASTIC SILT
CH CLAY OF HIGH PLASTICITY, FAT CLAY
OH ORGANIC CLAY, ORGANIC SILT
PT PEAT
Depth (ft bgs)
Sample No.
Time
Condition
PID Reading,
PPM
USCS
Classification
2 SB6-2 0926 Good 0 SW
5 1231
SB6
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50% Soil and Rock Description
Surface: fill
Sand, brown (10YR 4/3), damp, well graded, fine to
coarse Sand, trace Gravel, trace Silt.
Cored 5 ft, recovered 2.5 ft., 12" fill.
SB6-SV5
Soil Vapor
Sample No.
Operator: Armando Herrera MacroCore
COHESIVE SOILS
Water Depth: None encountered
Weather: Overcast, 57-65°F Boring Depth: 5 ft.
Boring Location:
Date Finish: 3/19/2023
Logged By: Jim Bean
Contractor: GeoRockers Drilling Sampler: 1.5" Acetate liner Date Start: 3/19/2023
Boring ID:
Drilling Method: Direct Push
Unified Soil Classification System
NON-COHESIVE SOILS
Equipment: 6712DT Geoprobe
SB6
Location:
Project Number: 2303092
NWC Citrus & S Highland
Ave, Fontana, CA 92335
Borehole Diameter: 2.25"
GW WELL-GRADED GRAVEL FINE TO COARSE GRAVEL
GP POORLY -GRADED GRAVEL
GM SILTY GRAVEL
GC CLAYEY GRAVEL
SW WELL_GRADED SAND, FINE TO COARSE SAND
SP POORLY GRADED SAND
SM SILTY SAND
SC CLAYEY SAND
ML SILT
CL CLAY
OL ORGANIC SILT, ORGANIC CLAY
MH SILT OF HIGH PLASTICITY, ELASTIC SILT
CH CLAY OF HIGH PLASTICITY, FAT CLAY
OH ORGANIC CLAY, ORGANIC SILT
PT PEAT
Depth (ft bgs)
Sample No.
Time
Condition
PID Reading,
PPM
USCS
Classification
2 SB7-2 0944 Good 0 SW
5 1240
SB7
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50% Soil and Rock Description
Surface: fill
Sand, dark brown (10YR 3/3), damp, well graded,
fine to coarse Sand, trace Gravel, trace Silt.
Cored 5 ft, recovered 2 ft., 12" fill.
SB7-SV5
Soil Vapor
Sample No.
Operator: Armando Herrera MacroCore
COHESIVE SOILS
Water Depth: None encountered
Weather: Overcast, 57-65°F Boring Depth: 5 ft.
Boring Location:
Date Finish: 3/19/2023
Logged By: Jim Bean
Contractor: GeoRockers Drilling Sampler: 1.5" Acetate liner Date Start: 3/19/2023
Boring ID:
Drilling Method: Direct Push
Unified Soil Classification System
NON-COHESIVE SOILS
Equipment: 6712DT Geoprobe
SB7
Location:
Project Number: 2303092
NWC Citrus & S Highland
Ave, Fontana, CA 92335
Borehole Diameter: 2.25"
GW WELL-GRADED GRAVEL FINE TO COARSE GRAVEL
GP POORLY -GRADED GRAVEL
GM SILTY GRAVEL
GC CLAYEY GRAVEL
SW WELL_GRADED SAND, FINE TO COARSE SAND
SP POORLY GRADED SAND
SM SILTY SAND
SC CLAYEY SAND
ML SILT
CL CLAY
OL ORGANIC SILT, ORGANIC CLAY
MH SILT OF HIGH PLASTICITY, ELASTIC SILT
CH CLAY OF HIGH PLASTICITY, FAT CLAY
OH ORGANIC CLAY, ORGANIC SILT
PT PEAT
Depth (ft bgs)
Sample No.
Time
Condition
PID Reading,
PPM
USCS
Classification
2 SB8-2 0956 Good 0 SW
5 1250
SB8
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50% Soil and Rock Description
Surface: fill
Sand, dark brown (10YR 3/3), damp, well graded,
fine to coarse Sand, trace Gravel, trace Silt.
Cored 5 ft, recovered 2.5 ft., 6" fill.
SB8-SV5
Soil Vapor
Sample No.
Operator: Armando Herrera MacroCore
COHESIVE SOILS
Water Depth: None encountered
Weather: Overcast, 57-65°F Boring Depth: 5 ft.
Boring Location:
Date Finish: 3/19/2023
Logged By: Jim Bean
Contractor: GeoRockers Drilling Sampler: 1.5" Acetate liner Date Start: 3/19/2023
Boring ID:
Drilling Method: Direct Push
Unified Soil Classification System
NON-COHESIVE SOILS
Equipment: 6712DT Geoprobe
SB8
Location:
Project Number: 2303092
NWC Citrus & S Highland
Ave, Fontana, CA 92335
Borehole Diameter: 2.25"
GW WELL-GRADED GRAVEL FINE TO COARSE GRAVEL
GP POORLY -GRADED GRAVEL
GM SILTY GRAVEL
GC CLAYEY GRAVEL
SW WELL_GRADED SAND, FINE TO COARSE SAND
SP POORLY GRADED SAND
SM SILTY SAND
SC CLAYEY SAND
ML SILT
CL CLAY
OL ORGANIC SILT, ORGANIC CLAY
MH SILT OF HIGH PLASTICITY, ELASTIC SILT
CH CLAY OF HIGH PLASTICITY, FAT CLAY
OH ORGANIC CLAY, ORGANIC SILT
PT PEAT
Depth (ft bgs)
Sample No.
Time
Condition
PID Reading,
PPM
USCS
Classification
2 SB9-2 1009 Good 0 SW
5 1258
SB9
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50% Soil and Rock Description
Surface: fill
Sand, dark brown (10YR 3/3), damp, well graded,
fine to coarse Sand, trace Gravel, trace Silt.
Cored 5 ft, recovered 2.5 ft., 12" fill.
SB9-SV5
Soil Vapor
Sample No.
Operator: Armando Herrera MacroCore
COHESIVE SOILS
Water Depth: None encountered
Weather: Overcast, 57-65°F Boring Depth: 5 ft.
Boring Location:
Date Finish: 3/19/2023
Logged By: Jim Bean
Contractor: GeoRockers Drilling Sampler: 1.5" Acetate liner Date Start: 3/19/2023
Boring ID:
Drilling Method: Direct Push
Unified Soil Classification System
NON-COHESIVE SOILS
Equipment: 6712DT Geoprobe
SB9
Location:
Project Number: 2303092
NWC Citrus & S Highland
Ave, Fontana, CA 92335
Borehole Diameter: 2.25"
GW WELL-GRADED GRAVEL FINE TO COARSE GRAVEL
GP POORLY -GRADED GRAVEL
GM SILTY GRAVEL
GC CLAYEY GRAVEL
SW WELL_GRADED SAND, FINE TO COARSE SAND
SP POORLY GRADED SAND
SM SILTY SAND
SC CLAYEY SAND
ML SILT
CL CLAY
OL ORGANIC SILT, ORGANIC CLAY
MH SILT OF HIGH PLASTICITY, ELASTIC SILT
CH CLAY OF HIGH PLASTICITY, FAT CLAY
OH ORGANIC CLAY, ORGANIC SILT
PT PEAT
Depth (ft bgs)
Sample No.
Time
Condition
PID Reading,
PPM
USCS
Classification
2 SB10-2 1023 Good 0 SW
5 1310
SB10
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50% Cored 5 ft, recovered 2.5 ft., 24" fill.
Soil and Rock Description
Surface: fill
Sand, dark brown (10YR 3/3), damp, well graded,
fine to coarse Sand, trace Gravel, trace Silt, asphalt
in samples.
SB10-SV5
Soil Vapor
Sample No.
Operator: Armando Herrera MacroCore
COHESIVE SOILS
Water Depth: None encountered
Weather: Overcast, 57-65°F Boring Depth: 5 ft.
Boring Location:
Date Finish: 3/19/2023
Logged By: Jim Bean
Contractor: GeoRockers Drilling Sampler: 1.5" Acetate liner Date Start: 3/19/2023
Boring ID:
Drilling Method: Direct Push
Unified Soil Classification System
NON-COHESIVE SOILS
Equipment: 6712DT Geoprobe
SB10
Location:
Project Number: 2303092
NWC Citrus & S Highland
Ave, Fontana, CA 92335
Borehole Diameter: 2.25"
GW WELL-GRADED GRAVEL FINE TO COARSE GRAVEL
GP POORLY -GRADED GRAVEL
GM SILTY GRAVEL
GC CLAYEY GRAVEL
SW WELL_GRADED SAND, FINE TO COARSE SAND
SP POORLY GRADED SAND
SM SILTY SAND
SC CLAYEY SAND
ML SILT
CL CLAY
OL ORGANIC SILT, ORGANIC CLAY
MH SILT OF HIGH PLASTICITY, ELASTIC SILT
CH CLAY OF HIGH PLASTICITY, FAT CLAY
OH ORGANIC CLAY, ORGANIC SILT
PT PEAT
Depth (ft bgs)
Sample No.
Time
Condition
PID Reading,
PPM
USCS
Classification
2 SB11-2 1036 Good 0 SW
5 1320
SB11
Colors per Munsell® Soil Color Chart, 2000 Edition
Trace 0-7%, Few 8-15%, Little 16-25%, Some 26-50%, Mostly >50% Soil and Rock Description
Surface: fill
Sand, dark brown (10YR 3/3), damp, well graded,
fine to coarse Sand, trace Gravel, trace Silt.
Cored 5 ft, recovered 2 ft., 18" fill.
SB11-SV5
Soil Vapor
Sample No.
Operator: Armando Herrera MacroCore
COHESIVE SOILS
Water Depth: None encountered
Weather: Overcast, 57-65°F Boring Depth: 5 ft.
Boring Location:
Date Finish: 3/19/2023
Logged By: Jim Bean
Contractor: GeoRockers Drilling Sampler: 1.5" Acetate liner Date Start: 3/19/2023
Boring ID:
Drilling Method: Direct Push
Unified Soil Classification System
NON-COHESIVE SOILS
Equipment: 6712DT Geoprobe
SB11
Location:
Project Number: 2303092
NWC Citrus & S Highland
Ave, Fontana, CA 92335
Borehole Diameter: 2.25"
Appendix E
Qualifications Of Environmental
Professionals
SACHIN M. BUTALA, P.E.
Your Environmental Business Partners
6001 Savoy Drive, Ste 110 Houston, Texas 77036 Phone: 1.832.291.3473 www.rsbenv.com /
SUMMARY AND QUALIFICATIONS:
Technically proficient Licensed Engineer with strong academic and work credentials. Career-minded individual with dynamic experience contributing Environmental Engineering focused results across a diversity of businesses. Key strengths include:
• Fifteen plus years of experience with Environmental Consultants and Engineering firms as an Environmental Engineer on various projects performing Environmental Litigation Support, Audits, permitting, Phase I ESAs and PCAs.
• Perform environmental impact studies; air, noise, water, and soil pollution mitigation system design for Refinery, LNG, and various Petrochemical Projects.
• Responsible for preparing various Air Permits- Title V, NSR, PBR and maintaining them for Oil and Gas facilities onshore and offshore in Texas, Florida and Louisiana EDUCATION:
MASTER OF ENGINEERING IN ENVIRONMENTAL December 2002
LAMAR UNIVERSITY BEAUMONT, TEXAS
BACHELOR OF ENGINEERING IN CIVIL May 2000
UNIVERSITY OF PUNE PUNE, INDIA
PROFESSIONAL EXPERIENCE:
ENVIRONMENTAL CONSULTANT 2005 – PRESENT
RSB ENVIRONMENTAL
• Prepare 2000 plus Environmental Sites Assessments (ESAs) Property Conditions Assessments (PCAs) and to determine the potential for liability from environmental impairment utilizing reviews of State and Federal environmental record sources, physical setting sources, historical information, site reconnaissance, and interviews, per ASTM Standards.
• Experience has included the completion of 50 ASTM E 2018 Property Condition Assessments (PCAs) and more than 50 ASTM E 1527 Phase 1 Environmental Site Assessments (ESAs). Services have also included the ability to generate ASTM E 2026 -99 Seismic Risk Assessment Checklists. Assignments have included projects for leading financial institutions, Fannie Mae, Freddie Mac and the Department of Housing and Urban Development (HUD). Additional specialties have included construction monitoring, building code compliance surveys, anchor testing, roof system analyses and engineering design support. Relationships are maintained with professional organizations that include the Structural Engineers Association of Washington State (SEAW), the American Institute of Architects (AIA) and the Construction Specifications Institute (CSI).
HSE MANAGER 2007 – 2012
KBR HOUSTON, TX
• Review and finalize Due Diligence reports prepared in the country to minimize corporate liability and reduce potential exposure to future litigations.
• Complete ASTM based Property Condition Assessments (PCA), Phase 1 Environmental Site Assessments (ESA) and Construction Monitoring (CM) for the commercial real estate market. • Primary responsibilities include commercial real estate site assessments and detailed engineering reports for properties that have included retail centers, office complexes, hotels, assisted living facilities, industrial plants and multi-family housing communities.
PROJECT MANAGER 2006 – 2007
CAMP DRESSER MCKEE, INC. VERO BEACH, FL
• Engineering analysis, design, permitting related to Landfills, Water and Wastewater facilities. • Perform engineering analyses, grading plan, design/modeling pertaining to landfill and landfill gas systems SACHIN M. BUTALA, P.E.
Your Environmental Business Partners
6001 Savoy Drive, Ste 110 Houston, Texas 77036 Phone: 1.832.291.3473 www.rsbenv.com /
• Oversee operation and maintenance of Landfill gas collection and landfill gas to energy projects. • Perform Environmental Sites Assessments to determine the potential for liability from environmental impairment utilizing reviews of State and Federal environmental record sources, physical setting sources, historical information, site reconnaissance, and interviews, per ASTM Standards. • Preparation of Water Use Permit and Water Conservation Plan for St. Lucie County Utilities • Prepared various Title V compliance reports for St. Lucie County and Martin County landfills: Semi-Annual Report, Annual Operating Report, Statement of Compliance, Major Air Pollution Source Annual Emissions Fee Form
ENVIRONMENTAL ENGINEER 2003 – 2006
S I GROUP, LP BEAUMONT & COLLEGE STATION, TX
• Provided Clean Air Act (CAA) regulatory compliance services for metal manufacturing industry in Beaumont, Texas. Analyzed production data at the various plants and determined appropriate emission factors from available Federal (AP-42) and metal industry trade associations. • Calculated annual and hourly emissions for particulate, VOC's, NOx, SO2, CO, and other appropriate parameters. Performed a regulatory compliance review for all applicable regulations (i.e. MACT, NESHAP, etc.) • Perform Phase II Environmental Si te Assessments to sample groundwater and analyze soils, sediments, surface water, and groundwater.
• Prepare SPCC plans, SWPPP application, NEPA Compliance, UST Closure, Remediation Design, Subsurface Investigation plans.
• Perform HON Compliance Sampling, Subpart FF Compliance Sampling, LDAR Field and Records Auditing, El Paso Method Monitoring, Cooling Tower Emissions Monitoring, Remediation Planning and Oversight.
COMPUTER SKILLS:
Software Packages: MS Word, Access, PowerPoint and Excel; Design Tools: AutoCAD2000, Micro station, HEC-RAS/HMS, GIS, and STAAD-PRO, Pipe2000, LANDGEM, HELP MODEL, PCSTABLE, AutoDesk Civil Series, VIZIO
CERTIFICATIONS AND TRAINING:
• Professional Engineer, Texas, License No: 98514, (December 2006) • Engineer-In-Training, Texas, License No: 36936, (January 2006) • Landfill Gas Design Training- Landtec, Chicago, IL
• OSHA 40 HR. HAZWOPER
• AutoDesk Land Development and 3D solid Training
• American Red Cross Standard First Aid and CPR w/AED Training