Missing_Pages_from_1565550Spec1of1.pdf

SAMPLE/COOLER RECEIPT CHECKLIST

1. Client Name: AES Work Order Number:

2. Carrier: FedEx UPS USPS Client Courier Other

Yes No N/A Details Comments

3. Shipping container/cooler received in good condition? damaged leaking other

4. Custody seals present on shipping container?

5. Custody seals intact on shipping container?

6. Temperature blanks present?

7.

Cooler temperature(s) within limits of 0‐6⁰C? [See item 13 and 14 for temperature recordings.]

Cooling initiated for recently collected samples / ice present

8. Chain of Custody (COC) present?

9. Chain of Custody signed, dated, and timed when relinquished and received?

10. Sampler name and/or signature on COC?

11. Were all samples received within holding time?

12. TAT marked on the COC? If no TAT indicated, proceeded with standard TAT per Terms & Conditions.

13. Cooler 1 Temperature ⁰C Cooler 2 Temperature ⁰C Cooler 3 Temperature ⁰C Cooler 4 Temperature ⁰C

Cooler 5 Temperature ⁰C Cooler 6 Temperature ⁰C Cooler 7 Temperature ⁰C Cooler 8 Temperature ⁰C

15. Comments:

I certify that I have completed sections 1‐15 (dated initials).

Yes No N/A Details Comments

16. Were sample containers intact upon receipt?

17. Custody seals present on sample containers?

18. Custody seals intact on sample containers?

19. Do sample container labels match the COC?

incomplete info illegible no label other

20. Are analyses requested indicated on the COC?

21. Were all of the samples listed on the COC received?

samples received but not listed on COC samples listed on COC not received

22. Was the sample collection date/time noted?

23. Did we receive sufficient sample volume for indicated analyses?

24. Were samples received in appropriate containers?

25. Were VOA samples received without headspace (< 1/4" bubble)?

26. Were trip blanks submitted? listed on COC not listed on COC

27. Comments:

I certify that I have completed sections 16-27 (dated initials).

Yes No N/A Details Comments

28. Have containers needing chemical preservation been checked? *

29. Containers meet preservation guidelines?

30. Was pH adjusted at Sample Receipt?

I certify that I have completed sections 28‐30 (dated initials).

tech Typewritten Text

7-Jun-18Date:Analytical Environmental Services, Inc

Client:

Dates Report Lab Order:

Project Name:

Lab Sample ID Client Sample ID Test NameCollection Date Matrix TCLP Date Prep Date Analysis Date

1805U42

Range Improvement Parris Island

United Consulting Group Inc.

1805U42-001A B-9 5/30/2018 5:00:00PM Soil Sulfide 6/4/2018 2:10:00PM 06/04/2018

1805U42-001A B-9 5/30/2018 5:00:00PM Soil ION SCAN 6/1/2018 3:32:17PM 06/02/2018

1805U42-001A B-9 5/30/2018 5:00:00PM Soil PERCENT MOISTURE 06/01/2018

1805U42-001A B-9 5/30/2018 5:00:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

1805U42-001B B-9 5/30/2018 5:00:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

1805U42-001C B-9 5/30/2018 5:00:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

1805U42-002A B-12 5/30/2018 5:30:00PM Soil Sulfide 6/4/2018 2:10:00PM 06/04/2018

1805U42-002A B-12 5/30/2018 5:30:00PM Soil ION SCAN 6/1/2018 3:32:17PM 06/02/2018

1805U42-002A B-12 5/30/2018 5:30:00PM Soil PERCENT MOISTURE 06/01/2018

1805U42-002A B-12 5/30/2018 5:30:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

1805U42-002B B-12 5/30/2018 5:30:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

1805U42-002C B-12 5/30/2018 5:30:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

BatchID:Workorder:

Project Name:

ANALYTICAL QC SUMMARY REPORT

Range Improvement Parris Island

1805U42

United Consulting Group Inc.

261722

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261722MBLK 06/02/2018ION SCAN

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg 06/01/2018 371823MB-261722

8250505

Chloride 10BRL

Sulfate 10BRL

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261722LCS 06/02/2018ION SCAN

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg 06/01/2018 371823LCS-261722

8250504

Chloride 1092.90 100.0 92.9 90 110

Sulfate 10246.6 250.0 98.6 90 110

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261722MS 06/02/2018ION SCAN

B-9 Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 06/01/2018 3718231805U42-001AMS

8250507

Chloride 11109.2 105.2 4.470 99.6 80 120

Sulfate 11275.3 262.9 105 80 120

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261722MSD 06/02/2018ION SCAN

B-9 Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 06/01/2018 3718231805U42-001AMSD

8250508

Chloride 11105.9 20105.2 4.470 96.5 80 120 109.2 3.03

Sulfate 11275.5 20262.9 105 80 120 275.3 0.073

Qualifiers:

J Estimated value detected below Reporting Limit

BRL Below reporting limit H Holding times for preparation or analysis exceeded

N Analyte not NELAC certified

B Analyte detected in the associated method blank

E Estimated (value above quantitation range)

S Spike Recovery outside limits due to matrix

< Less than Result value> Greater than Result value

R RPD outside limits due to matrix

Rpt Lim Reporting Limit

BatchID:Workorder:

Project Name:

ANALYTICAL QC SUMMARY REPORT

Range Improvement Parris Island

1805U42

United Consulting Group Inc.

261823

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261823MBLK 06/04/2018Sulfide by SW9030B/9034

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg 06/04/2018 371934MB-261823

8253322

Sulfide 40.0BRL

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261823LCS 06/04/2018Sulfide by SW9030B/9034

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg 06/04/2018 371934LCS-261823

8253323

Sulfide 40.01420 1420 100 70 130

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261823MS 06/04/2018Sulfide by SW9030B/9034

B-9 Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 06/04/2018 3719341805U42-001AMS

8253328

Sulfide 42.31798 1502 120 67.3 119 S

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261823MSD 06/04/2018Sulfide by SW9030B/9034

B-9 Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 06/04/2018 3719341805U42-001AMSD

8253329

Sulfide 42.31777 201502 118 67.3 119 1798 1.18

Qualifiers:

J Estimated value detected below Reporting Limit

BRL Below reporting limit H Holding times for preparation or analysis exceeded

N Analyte not NELAC certified

B Analyte detected in the associated method blank

E Estimated (value above quantitation range)

S Spike Recovery outside limits due to matrix

< Less than Result value> Greater than Result value

R RPD outside limits due to matrix

BatchID:Workorder:

Project Name:

ANALYTICAL QC SUMMARY REPORT

Range Improvement Parris Island

1805U42

United Consulting Group Inc.

R371698

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: R371698LCS 05/31/2018Oxidation/Reduction Potential by ASTM G200-9

Units: Prep Date:Sample ID: Client ID: Run No:mV 371698LCS-R371698

8246365

Oxidation-Reduction Potential 1.0244.9 240.0 102 80 120

Qualifiers:

J Estimated value detected below Reporting Limit

BRL Below reporting limit H Holding times for preparation or analysis exceeded

N Analyte not NELAC certified

B Analyte detected in the associated method blank

E Estimated (value above quantitation range)

S Spike Recovery outside limits due to matrix

< Less than Result value> Greater than Result value

R RPD outside limits due to matrix

ANALYSIS REPORT

Prepared by:

Eurofins Lancaster Laboratories Environmental 2425 New Holland Pike Lancaster, PA 17601

Prepared for:

United Consulting 625 Holcomb Bridge Road

Norcross GA 30071

Report Date: June 11, 2018 16:17

Project: LEODL-17-SC-02020-01

Account #: 43300 Group Number: 1950191

PO Number: 2947 State of Sample Origin: SC

Regulatory agencies do not accredit laboratories for all methods, analytes, and matrices. Our current scopes of accreditation can be viewed at http://www.eurofinsus.com/environment-testing/laboratories/eurofins-lancaster-laboratories-environmental/resources/certifications/ . To request copies of prior scopes of accreditation, contact your project manager.

Electronic Copy To United Consulting Attn: Mehdi Moazzami Electronic Copy To United Consulting Attn: Taylor Halpin

Respectfully Submitted,

(717) 556-7321

SAMPLE INFORMATION

Client Sample Description

Sample Collection

Date/Time

ELLE#

A Composite Groundwater 05/30/2018 12:00 9638578 B Composite Groundwater 05/30/2018 13:15 9638579 C Composite Groundwater 05/30/2018 14:00 9638580 D Composite Groundwater 05/30/2018 14:30 9638581 E Composite Groundwater 05/30/2018 15:15 9638582 F Composite Groundwater 05/30/2018 15:45 9638583 G Composite Groundwater 05/30/2018 16:00 9638584

The specific methodologies used in obtaining the enclosed analytical results are indicated on the Laboratory Sample Analysis Record.

ELLE Sample #: WW 9638578 ELLE Group #: 1950191 Matrix: Groundwater

Sample Description: A Composite Groundwater

LEODL-17-SC-02020-01

Project Name: LEODL-17-SC-02020-01

Collection Date/Time: 05/30/2018 12:00 Submittal Date/Time: 06/01/2018 10:25

Limit of Quantitation

Method Detection Limit* Result Analysis Name CAS Number

Dilution Factor

CAT

No.

ug/l ug/l ug/l SW-846 6850 1/2007 Perchlorate

0.26 J 1 14797-73-0 06386 0.20 1.0 Perchlorate in Water LC/MS/MS

Sample Comments South Carolina Environmental Laboratory Certification No. 89002002

All QC is compliant unless otherwise noted. Please refer to the Quality Control Summary for overall QC performance data and associated samples.

Laboratory Sample Analysis Record

Analyst Dilution Factor

Trial# Batch# Analysis Date and Time

CAT

No.

Analysis Name Method

06386 Perchlorate in Water LC/MS/MS SW-846 6850 1/2007 1 181560027A 06/05/2018 20:27 Richard A Shober 1

*=This limit was used in the evaluation of the final result

ELLE Sample #: WW 9638579 ELLE Group #: 1950191 Matrix: Groundwater

Sample Description: B Composite Groundwater

LEODL-17-SC-02020-01

Project Name: LEODL-17-SC-02020-01

Collection Date/Time: 05/30/2018 13:15

Method Detection Limit* Result Analysis Name CAS Number

Dilution Factor

CAT

No.

ug/l ug/l ug/l SW-846 6850 1/2007 Perchlorate

0.27 J 1 14797-73-0 06386 0.20 1.0 Perchlorate in Water LC/MS/MS

Sample Comments South Carolina Environmental Laboratory Certification No. 89002002

All QC is compliant unless otherwise noted. Please refer to the Quality Control Summary for overall QC performance data and associated samples.

Laboratory Sample Analysis Record

Analyst Dilution Factor

Trial# Batch# Analysis Date and Time

CAT

No.

Analysis Name Method

06386 Perchlorate in Water LC/MS/MS SW-846 6850 1/2007 1 181560027A 06/05/2018 21:05 Richard A Shober 1

ELLE Sample #: WW 9638580 ELLE Group #: 1950191 Matrix: Groundwater

Sample Description: C Composite Groundwater

LEODL-17-SC-02020-01

Project Name: LEODL-17-SC-02020-01

Collection Date/Time: 05/30/2018 14:00

Method Detection Limit* Result Analysis Name CAS Number

Dilution Factor

CAT

No.

ug/l ug/l ug/l SW-846 6850 1/2007 Perchlorate

0.27 J 1 14797-73-0 06386 0.20 1.0 Perchlorate in Water LC/MS/MS

Sample Comments South Carolina Environmental Laboratory Certification No. 89002002

All QC is compliant unless otherwise noted. Please refer to the Quality Control Summary for overall QC performance data and associated samples.

Laboratory Sample Analysis Record

Analyst Dilution Factor

Trial# Batch# Analysis Date and Time

CAT

No.

Analysis Name Method

06386 Perchlorate in Water LC/MS/MS SW-846 6850 1/2007 1 181560027A 06/05/2018 21:18 Richard A Shober 1

ELLE Sample #: WW 9638581 ELLE Group #: 1950191 Matrix: Groundwater

Sample Description: D Composite Groundwater

LEODL-17-SC-02020-01

Project Name: LEODL-17-SC-02020-01

Collection Date/Time: 05/30/2018 14:30

Method Detection Limit* Result Analysis Name CAS Number

Dilution Factor

CAT

No.

ug/l ug/l ug/l SW-846 6850 1/2007 Perchlorate

0.34 J 1 14797-73-0 06386 0.20 1.0 Perchlorate in Water LC/MS/MS

Sample Comments South Carolina Environmental Laboratory Certification No. 89002002

All QC is compliant unless otherwise noted. Please refer to the Quality Control Summary for overall QC performance data and associated samples.

Laboratory Sample Analysis Record

Analyst Dilution Factor

Trial# Batch# Analysis Date and Time

CAT

No.

Analysis Name Method

06386 Perchlorate in Water LC/MS/MS SW-846 6850 1/2007 1 181560027A 06/05/2018 21:30 Richard A Shober 1

ELLE Sample #: WW 9638582 ELLE Group #: 1950191 Matrix: Groundwater

Sample Description: E Composite Groundwater

LEODL-17-SC-02020-01

Project Name: LEODL-17-SC-02020-01

Collection Date/Time: 05/30/2018 15:15

Method Detection Limit* Result Analysis Name CAS Number

Dilution Factor

CAT

No.

ug/l ug/l ug/l SW-846 6850 1/2007 Perchlorate N.D. 1 14797-73-0 06386 0.20 1.0 Perchlorate in Water LC/MS/MS

Sample Comments South Carolina Environmental Laboratory Certification No. 89002002

All QC is compliant unless otherwise noted. Please refer to the Quality Control Summary for overall QC performance data and associated samples.

Laboratory Sample Analysis Record

Analyst Dilution Factor

Trial# Batch# Analysis Date and Time

CAT

No.

Analysis Name Method

06386 Perchlorate in Water LC/MS/MS SW-846 6850 1/2007 1 181560027A 06/05/2018 21:43 Richard A Shober 1

ELLE Sample #: WW 9638583 ELLE Group #: 1950191 Matrix: Groundwater

Sample Description: F Composite Groundwater

LEODL-17-SC-02020-01

Project Name: LEODL-17-SC-02020-01

Collection Date/Time: 05/30/2018 15:45

Method Detection Limit* Result Analysis Name CAS Number

Dilution Factor

CAT

No.

ug/l ug/l ug/l SW-846 6850 1/2007 Perchlorate N.D. 1 14797-73-0 06386 0.20 1.0 Perchlorate in Water LC/MS/MS

Sample Comments South Carolina Environmental Laboratory Certification No. 89002002

All QC is compliant unless otherwise noted. Please refer to the Quality Control Summary for overall QC performance data and associated samples.

Laboratory Sample Analysis Record

Analyst Dilution Factor

Trial# Batch# Analysis Date and Time

CAT

No.

Analysis Name Method

06386 Perchlorate in Water LC/MS/MS SW-846 6850 1/2007 1 181560027A 06/05/2018 21:55 Richard A Shober 1

ELLE Sample #: WW 9638584 ELLE Group #: 1950191 Matrix: Groundwater

Sample Description: G Composite Groundwater

LEODL-17-SC-02020-01

Project Name: LEODL-17-SC-02020-01

Collection Date/Time: 05/30/2018 16:00

Method Detection Limit* Result Analysis Name CAS Number

Dilution Factor

CAT

No.

ug/l ug/l ug/l SW-846 6850 1/2007 Perchlorate

0.26 J 1 14797-73-0 06386 0.20 1.0 Perchlorate in Water LC/MS/MS

Sample Comments South Carolina Environmental Laboratory Certification No. 89002002

All QC is compliant unless otherwise noted. Please refer to the Quality Control Summary for overall QC performance data and associated samples.

Laboratory Sample Analysis Record

Analyst Dilution Factor

Trial# Batch# Analysis Date and Time

CAT

No.

Analysis Name Method

06386 Perchlorate in Water LC/MS/MS SW-846 6850 1/2007 1 181560027A 06/05/2018 22:21 Richard A Shober 1

Quality Control Summary

Group Number: 1950191 Client Name: United Consulting Reported: 06/11/2018 16:17

Matrix QC may not be reported if insufficient sample or site-specific QC samples were not submitted. In these situations, to demonstrate precision and accuracy at a batch level, a LCS/LCSD was performed, unless otherwise specified in the method.

All Inorganic Initial Calibration and Continuing Calibration Blanks met acceptable method criteria unless otherwise noted on the Analysis Report.

Method Blank

Analysis Name Result MDL** LOQ ug/l ug/l ug/l

Batch number: 181560027A Sample number(s): 9638578-9638584

1.0 0.20 N.D. Perchlorate in Water LC/MS/MS

LCS/LCSD

RPD

Max

LCS/LCSD

Limits

LCSD

%REC

LCS

%REC

LCSD

Conc

LCSD Spike Added

LCS

Conc

LCS Spike Added

RPD Analysis Name ug/l ug/l ug/l ug/l

Batch number: 181560027A Sample number(s): 9638578-9638584 80-120 99 4.97 5.00 Perchlorate in Water LC/MS/MS

MS/MSD

Unspiked (UNSPK) = the sample used in conjunction with the matrix spike

Analysis Name Unspiked Conc

MS Spike Added

MS

Conc

MSD Spike Added

MSD

Conc

MS

%Rec

MSD

%Rec

MS/MSD

Limits

RPD RPD

Max ug/l ug/l ug/l ug/l ug/l

Batch number: 181560027A Sample number(s): 9638578-9638584 UNSPK: 9638578

5.00 4.90 5.00 0.259 Perchlorate in Water LC/MS/MS 4.94 94 80-120 1 15 93

*- Outside of specification **-This limit was used in the evaluation of the final result for the blank

(1) The result for one or both determinations was less than five times the LOQ.

(2) The unspiked result was more than four times the spike added.

P###### is indicative of a Background or Unspiked sample that is batch matrix QC and was not performed using a sample from this submission group.

Explanation of Symbols and Abbreviations

3768 0717

The following defines common symbols and abbreviations used in reporting technical data:

BMQL Below Minimum Quantitation Level C degrees Celsius cfu colony forming units CP Units cobalt-chloroplatinate units F degrees Fahrenheit g gram(s) IU International Units kg kilogram(s) L liter(s)

lb. pound(s) m3 cubic meter(s) meq milliequivalents mg milligram(s) mL milliliter(s) MPN Most Probable Number N.D. non-detect ng nanogram(s) NTU nephelometric turbidity units pg/L picogram/liter RL Reporting Limit TNTC Too Numerous To Count µg microgram(s) µL microliter(s) umhos/cm micromhos/cm

< less than

> greater than ppm parts per million - One ppm is equivalent to one milligram per kilogram (mg/kg) or one gram per million grams. For aqueous liquids, ppm is usually taken to be equivalent to milligrams per liter (mg/l), because one liter of water has a weight very close to a kilogram. For gases or vapors, one ppm is equivalent to one microliter per liter of gas.

ppb parts per billion

Dry weight Results printed under this heading have been adjusted for moisture content. This increases the analyte weight basis concentration to approximate the value present in a similar sample without moisture. All other results are reported on an as-received basis.

Analytical test results meet all requirements of the associated regulatory program (i.e., NELAC (TNI), DoD, and ISO 17025) unless otherwise noted under the individual analysis.

Measurement uncertainty values, as applicable, are available upon request.

Tests results relate only to the sample tested. Clients should be aware that a critical step in a chemical or microbiological analysis is the collection of the sample. Unless the sample analyzed is truly representative of the bulk of material involved, the test results will be meaningless. If you have questions regarding the proper techniques of collecting samples, please contact us. We cannot be held responsible for sample integrity, however, unless sampling has been performed by a member of our staff.

This report shall not be reproduced except in full, without the written approval of the laboratory.

Times are local to the area of activity. Parameters listed in the 40 CFR Part 136 Table II as “analyze immediately” are not performed within 15 minutes.

WARRANTY AND LIMITS OF LIABILITY - In accepting analytical work, we warrant the accuracy of test results for the sample as submitted.

THE FOREGOING EXPRESS WARRANTY IS EXCLUSIVE AND IS GIVEN IN LIEU OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED. WE DISCLAIM ANY OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING A WARRANTY OF FITNESS FOR PARTICULAR PURPOSE AND WARRANTY OF MERCHANTABILITY. IN NO EVENT SHALL EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL, LLC BE LIABLE FOR INDIRECT, SPECIAL, CONSEQUENTIAL, OR INCIDENTAL DAMAGES INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF PROFIT OR GOODWILL REGARDLESS OF (A) THE NEGLIGENCE (EITHER SOLE OR CONCURRENT) OF EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL AND (B) WHETHER EUROFINS LANCASTER LABORATORIES ENVIRONMENTAL HAS BEEN INFORMED OF THE POSSIBILITY OF SUCH DAMAGES. We accept no legal responsibility for the purposes for which the client uses the test results. No purchase order or other order for work shall be accepted by Eurofins Lancaster Laboratories Environmental which includes any conditions that vary from the Standard Terms and Conditions, and Eurofins Lancaster Laboratories Environmental hereby objects to any conflicting terms contained in any acceptance or order submitted by client.

Data Qualifiers

Qualifier Definition C Result confirmed by reanalysis

D1 Indicates for dual column analyses that the result is reported from column 1

D2 Indicates for dual column analyses that the result is reported from column 2

E Concentration exceeds the calibration range

K1 Initial Calibration Blank is above the QC limit and the sample result is ND

K2 Continuing Calibration Blank is above the QC limit and the sample result is ND

K3 Initial Calibration Verification is above the QC limit and the sample result is ND

K4 Continuing Calibration Verification is above the QC limit and the sample result is ND

J (or G, I, X) Estimated value >= the Method Detection Limit (MDL or DL) and < the Limit of Quantitation (LOQ or RL)

P Concentration difference between the primary and confirmation column >40%. The lower result is reported.

U Analyte was not detected at the value indicated

V Concentration difference between the primary and confirmation column >100%. The reporting limit is raised due to this disparity and evident interference.

W The dissolved oxygen uptake for the unseeded blank is greater than 0.20 mg/L.

Z Laboratory Defined - see analysis report

Additional Organic and Inorganic CLP qualifiers may be used with Form 1 reports as defined by the CLP methods.

Qualifiers specific to Dioxin/Furans and PCB Congeners are detailed on the individual Analysis Report.

June 07, 2018

Dear Order No:

RE:

Analytical Environmental Services, Inc. received samples on for the analyses presented in following report.

No problems were encountered during the analyses. Additionally, all results for the associated

Quality Control samples were within EPA and/or AES established limits. Any discrepancies associated with the analyses contained herein will be noted and submitted in the form of a project Case Narrative.

AES’s accreditations are as follows:

-NELAP/State of Florida Laboratory ID E87582 for analysis of Non-Potable Water, Solid & Chemical

Materials, Air & Emissions Volatile Organics, and Drinking Water Microbiology & Metals, effective

07/01/17-06/30/18.

State of Georgia, Department of Natural Resources ID #800 for analysis of Drinking Water Metals, effective

07/01/17-06/30/18 and Total Coliforms/ E. coli, effective 04/25/17-04/24/20.

-NELAP/Louisiana Agency Interest No. 100818 for or analysis of Non-Potable Water and Solid & Chemical

Materials, effective 07/01/17-06/30/18.

-AIHA-LAP, LLC Laboratory ID: 100671 for Industrial Hygiene samples (Organics, Metals, PCM Asbestos, Gravimetric), Environmental Lead (Paint, Soil, Dust Wipes, Air), and Environmental Microbiology (Fungal)

Direct Examination, effective until 11/01/19.

These results relate only to the items tested. This report may only be reproduced in full.

If you have any questions regarding these test results, please feel free to call.

Sincerely, Project Manager

1805U42

Taylor Halpin United Consulting Group Inc.

625 Holcomb Bridge Rd Norcross GA 30071

Range Improvement Parris Island

Ioana Pacurar

5/31/2018 7:30:00 AM

Taylor Halpin:

-AES ANALYTICAL ENVIRONMENTAL SERVICES, INC.

3080 Presidential Drive Atlanta, GA 30340-3704

Phone: (770) 457-8177 / Toll-Free: (800) 972-4889/ Fax: (770) 457-8188

CHAIN OF CUSTODY

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OUT: / / VIA: (IF DIFFERENT FROM ABOVE) DOther

G / / VIA: STATE PROGRAM (if any): ___ clien FedEx UPS USmail courier Greyhound E-mail?D Fax?D other: QUOTE #: PO#: DATA PACKAGE: 10 110 1110 IVO

Submission of samples to the laboratory constitutes acceptance of AES's Terms & Conditions. Samples received after 3PM or on Saturday are considered as received the following business day. If no TAT is marked on COC, AES will proceed with standard TAT.

Samples-are disposed of 30 days after completion of report unless other arangements are made.

Matrix Codes: A = Air GW = Groundwater SE = Sediment SO = Soil SW = Surface Water WW = Waste Water W = Water (Blanks) DW = Drinking Water (Blanks) 0 = Other (specify)

Preservative Codes: H+I = Hydrochloric acid + ice I = Ice only N = Nitric acid S+I = Sulfuric acid + ice S/M+I = Sodium Bisulfate/Methanol + ice 0 = Other (specify) NA = None White Copy - Original; Yellow Copy - Client http://www.aesatlanta.com

Case NarrativeRange Improvement Parris Island

United Consulting Group Inc.

Lab ID:

Project:

1805U42

Oxidation/Reduction Potential Analysis by Method G200-9:

Samples for Oxidation/Reduction Potential analysis by Method G200-9 were received and analyzed outside holding time requirement of "immediate or 15 minutes."

1805U42-001

Analyses Date Analyzed Dilution

Factor BatchIDUnitsQual

Reporting

Limit Result

Client:

Soil

5/30/2018 5:00:00 PM

B-9

Matrix:

Collection Date:

Client Sample ID:

Range Improvement Parris Island

United Consulting Group Inc.

Lab ID:

Project Name:

Analyst

(SW9030B)Sulfide by SW9030B/9034

Sulfide BRL 42.3 mg/Kg-dry 261823 1 06/04/2018 14:45 AK

Oxidation/Reduction Potential by ASTM G200-9

Oxidation-Reduction Potential 360 1.0 H mV R371698 1 05/31/2018 15:40 LM

Oxidation-Reduction Potential 340 1.0 H mV R371698 1 05/31/2018 15:40 LM

Oxidation-Reduction Potential 340 1.0 H mV R371698 1 05/31/2018 15:40 LM

(SW9056A)ION SCAN

Chloride BRL 11 mg/Kg-dry 261722 1 06/02/2018 11:14 MP

Sulfate BRL 11 mg/Kg-dry 261722 1 06/02/2018 11:14 MP

PERCENT MOISTURE D2216

Percent Moisture 5.47 0 wt% R371805 1 06/01/2018 16:00 CG

Qualifiers: * Value exceeds maximum contaminant level

BRL Below reporting limit

H Holding times for preparation or analysis exceeded

N Analyte not NELAC certified

B Analyte detected in the associated method blank

E Estimated (value above quantitation range)

S Spike Recovery outside limits due to matrix

Narr See case narrative

NC Not confirmed

< Less than Result value

> Greater than Result value J Estimated value detected below Reporting Limit

1805U42-002

Analyses Date Analyzed Dilution

Factor BatchIDUnitsQual

Reporting

Limit Result

Client:

Soil

5/30/2018 5:30:00 PM

B-12

Matrix:

Collection Date:

Client Sample ID:

Range Improvement Parris Island

United Consulting Group Inc.

Lab ID:

Project Name:

Analyst

(SW9030B)Sulfide by SW9030B/9034

Sulfide 46.5 46.5 mg/Kg-dry 261823 1 06/04/2018 14:45 AK

Oxidation/Reduction Potential by ASTM G200-9

Oxidation-Reduction Potential 290 1.0 H mV R371698 1 05/31/2018 15:40 LM

Oxidation-Reduction Potential 290 1.0 H mV R371698 1 05/31/2018 15:40 LM

Oxidation-Reduction Potential 280 1.0 H mV R371698 1 05/31/2018 15:40 LM

(SW9056A)ION SCAN

Chloride BRL 12 mg/Kg-dry 261722 1 06/02/2018 11:59 MP

Sulfate BRL 12 mg/Kg-dry 261722 1 06/02/2018 11:59 MP

PERCENT MOISTURE D2216

Percent Moisture 14.0 0 wt% R371805 1 06/01/2018 16:00 CG

Qualifiers: * Value exceeds maximum contaminant level

BRL Below reporting limit

H Holding times for preparation or analysis exceeded

N Analyte not NELAC certified

B Analyte detected in the associated method blank

E Estimated (value above quantitation range)

S Spike Recovery outside limits due to matrix

Narr See case narrative

NC Not confirmed

< Less than Result value

> Greater than Result value J Estimated value detected below Reporting Limit

SAMPLE/COOLER RECEIPT CHECKLIST

1. Client Name: AES Work Order Number:

2. Carrier: FedEx UPS USPS Client Courier Other

Yes No N/A Details Comments

3. Shipping container/cooler received in good condition? damaged leaking other

4. Custody seals present on shipping container?

5. Custody seals intact on shipping container?

6. Temperature blanks present?

7.

Cooler temperature(s) within limits of 0‐6⁰C? [See item 13 and 14 for temperature recordings.]

Cooling initiated for recently collected samples / ice present

8. Chain of Custody (COC) present?

9. Chain of Custody signed, dated, and timed when relinquished and received?

10. Sampler name and/or signature on COC?

11. Were all samples received within holding time?

12. TAT marked on the COC? If no TAT indicated, proceeded with standard TAT per Terms & Conditions.

13. Cooler 1 Temperature ⁰C Cooler 2 Temperature ⁰C Cooler 3 Temperature ⁰C Cooler 4 Temperature ⁰C

Cooler 5 Temperature ⁰C Cooler 6 Temperature ⁰C Cooler 7 Temperature ⁰C Cooler 8 Temperature ⁰C

15. Comments:

I certify that I have completed sections 1‐15 (dated initials).

Yes No N/A Details Comments

16. Were sample containers intact upon receipt?

17. Custody seals present on sample containers?

18. Custody seals intact on sample containers?

19. Do sample container labels match the COC?

incomplete info illegible no label other

20. Are analyses requested indicated on the COC?

21. Were all of the samples listed on the COC received?

samples received but not listed on COC samples listed on COC not received

22. Was the sample collection date/time noted?

23. Did we receive sufficient sample volume for indicated analyses?

24. Were samples received in appropriate containers?

25. Were VOA samples received without headspace (< 1/4" bubble)?

26. Were trip blanks submitted? listed on COC not listed on COC

27. Comments:

I certify that I have completed sections 16-27 (dated initials).

Yes No N/A Details Comments

28. Have containers needing chemical preservation been checked? *

29. Containers meet preservation guidelines?

30. Was pH adjusted at Sample Receipt?

I certify that I have completed sections 28‐30 (dated initials).

tech Typewritten Text

Dates Report Lab Order:

Project Name:

Lab Sample ID Client Sample ID Test NameCollection Date Matrix TCLP Date Prep Date Analysis Date

1805U42

Range Improvement Parris Island

United Consulting Group Inc.

1805U42-001A B-9 5/30/2018 5:00:00PM Soil Sulfide 6/4/2018 2:10:00PM 06/04/2018

1805U42-001A B-9 5/30/2018 5:00:00PM Soil ION SCAN 6/1/2018 3:32:17PM 06/02/2018

1805U42-001A B-9 5/30/2018 5:00:00PM Soil PERCENT MOISTURE 06/01/2018

1805U42-001A B-9 5/30/2018 5:00:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

1805U42-001B B-9 5/30/2018 5:00:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

1805U42-001C B-9 5/30/2018 5:00:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

1805U42-002A B-12 5/30/2018 5:30:00PM Soil Sulfide 6/4/2018 2:10:00PM 06/04/2018

1805U42-002A B-12 5/30/2018 5:30:00PM Soil ION SCAN 6/1/2018 3:32:17PM 06/02/2018

1805U42-002A B-12 5/30/2018 5:30:00PM Soil PERCENT MOISTURE 06/01/2018

1805U42-002A B-12 5/30/2018 5:30:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

1805U42-002B B-12 5/30/2018 5:30:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

1805U42-002C B-12 5/30/2018 5:30:00PM Soil Oxidation/Reduction Potential in Soil 05/31/2018

BatchID:Workorder:

Project Name:

ANALYTICAL QC SUMMARY REPORT

Range Improvement Parris Island

1805U42

United Consulting Group Inc.

261722

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261722MBLK 06/02/2018ION SCAN

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg 06/01/2018 371823MB-261722

8250505

Chloride 10BRL

Sulfate 10BRL

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261722LCS 06/02/2018ION SCAN

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg 06/01/2018 371823LCS-261722

8250504

Chloride 1092.90 100.0 92.9 90 110

Sulfate 10246.6 250.0 98.6 90 110

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261722MS 06/02/2018ION SCAN

B-9 Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 06/01/2018 3718231805U42-001AMS

8250507

Chloride 11109.2 105.2 4.470 99.6 80 120

Sulfate 11275.3 262.9 105 80 120

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261722MSD 06/02/2018ION SCAN

B-9 Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 06/01/2018 3718231805U42-001AMSD

8250508

Chloride 11105.9 20105.2 4.470 96.5 80 120 109.2 3.03

Sulfate 11275.5 20262.9 105 80 120 275.3 0.073

Qualifiers:

J Estimated value detected below Reporting Limit

BRL Below reporting limit H Holding times for preparation or analysis exceeded

N Analyte not NELAC certified

B Analyte detected in the associated method blank

E Estimated (value above quantitation range)

S Spike Recovery outside limits due to matrix

< Less than Result value> Greater than Result value

R RPD outside limits due to matrix

BatchID:Workorder:

Project Name:

ANALYTICAL QC SUMMARY REPORT

Range Improvement Parris Island

1805U42

United Consulting Group Inc.

261823

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261823MBLK 06/04/2018Sulfide by SW9030B/9034

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg 06/04/2018 371934MB-261823

8253322

Sulfide 40.0BRL

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261823LCS 06/04/2018Sulfide by SW9030B/9034

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg 06/04/2018 371934LCS-261823

8253323

Sulfide 40.01420 1420 100 70 130

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261823MS 06/04/2018Sulfide by SW9030B/9034

B-9 Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 06/04/2018 3719341805U42-001AMS

8253328

Sulfide 42.31798 1502 120 67.3 119 S

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 261823MSD 06/04/2018Sulfide by SW9030B/9034

B-9 Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 06/04/2018 3719341805U42-001AMSD

8253329

Sulfide 42.31777 201502 118 67.3 119 1798 1.18

Qualifiers:

J Estimated value detected below Reporting Limit

BRL Below reporting limit H Holding times for preparation or analysis exceeded

N Analyte not NELAC certified

B Analyte detected in the associated method blank

E Estimated (value above quantitation range)

S Spike Recovery outside limits due to matrix

< Less than Result value> Greater than Result value

R RPD outside limits due to matrix

BatchID:Workorder:

Project Name:

ANALYTICAL QC SUMMARY REPORT

Range Improvement Parris Island

1805U42

United Consulting Group Inc.

R371698

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: R371698LCS 05/31/2018Oxidation/Reduction Potential by ASTM G200-9

Units: Prep Date:Sample ID: Client ID: Run No:mV 371698LCS-R371698

8246365

Oxidation-Reduction Potential 1.0244.9 240.0 102 80 120

Qualifiers:

J Estimated value detected below Reporting Limit

BRL Below reporting limit H Holding times for preparation or analysis exceeded

N Analyte not NELAC certified

B Analyte detected in the associated method blank

E Estimated (value above quantitation range)

S Spike Recovery outside limits due to matrix

< Less than Result value> Greater than Result value

R RPD outside limits due to matrix

625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com

APPENDIX J – Historical Aerial Photographs and USGS maps

USGS Topographic Maps (Fort Fremont, 1944; Parris Island, 1956; Fort Fremont, 1959; Parris Island, 1979; and Parris Island, 2014)

Historical Aerial Photographs (1951, 1961, 1968, 1977, 1983, 1994, 2005, 2011, and 2015)

EDR Historical Topo Map Report

Inquiry Number:

6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com with QuadMatch™

MCRD, Parris Island

283 Blvd DE France

Beaufort, SC 29902

May 23, 2018

5308607.4

EDR Historical Topo Map Report

EDR Inquiry #

Search Results:

P.O.# Project:

Maps Provided:

Disclaimer - Copyright and Trademark Notice

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.

page-

Coordinates:

Latitude:

Longitude:

UTM Zone:

UTM X Meters:

UTM Y Meters:

Elevation:

Contact:

Site Name: Client Name:

05/23/18

MCRD, Parris Island United Consulting Group Ltd.

283 Blvd DE France 625 Holcomb Bridge Road

Beaufort, SC 29902 Norcross, GA 30071

5308607.4 Sriranjan Thirumalai

EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by

United Consulting Group Ltd. were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo

Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late

1800s.

NA 32.334738 32° 20' 5" North

LEODL-17-SC-02020-01 -80.710019 -80° 42' 36" West

Zone 17 North

527290.33

3577576.79

9.00' above sea level

This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY

EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY

DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE

OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL

DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I

Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.

Additionally, the information provided in this Report is not to be construed as legal advice.

Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of

Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.

5308607 4 2 page

Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets.

2014 Source Sheets

Parris Island

7.5-minute, 24000

1979 Source Sheets

Parris Island

7.5-minute, 24000 Aerial Photo Revised 1977

1959 Source Sheets

Fort Fremont

15-minute, 62500 Aerial Photo Revised 1939

1956 Source Sheets

Parris Island

7.5-minute, 24000 Aerial Photo Revised 1951

5308607 4 3

Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets.

1944 Source Sheets

FORT FREMONT

15-minute, 50000

5308607 4 4

Historical Topo Map

SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the following map sheet(s).

EW

SW S SE

NW N NE

0 Miles 0.25 0.5 1 1.5

MCRD, Parris Island 283 Blvd DE France Beaufort, SC 29902 United Consulting Group Ltd.

TP, Parris Island, 2014, 7.5-minute

5308607 4 5

SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the following map sheet(s).

EW

SW S SE

NW N NE

0 Miles 0.25 0.5 1 1.5

MCRD, Parris Island 283 Blvd DE France Beaufort, SC 29902 United Consulting Group Ltd.

TP, Parris Island, 1979, 7.5-minute

5308607 4 6

SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the following map sheet(s).

EW

SW S SE

NW N NE

0 Miles 0.25 0.5 1 1.5

MCRD, Parris Island 283 Blvd DE France Beaufort, SC 29902 United Consulting Group Ltd.

TP, Fort Fremont, 1959, 15-minute

5308607 4 7

SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the following map sheet(s).

EW

SW S SE

NW N NE

0 Miles 0.25 0.5 1 1.5

MCRD, Parris Island 283 Blvd DE France Beaufort, SC 29902 United Consulting Group Ltd.

TP, Parris Island, 1956, 7.5-minute

5308607 4 8

SITE NAME:

ADDRESS:

CLIENT:

This report includes information from the following map sheet(s).

EW

SW S SE

NW N NE

0 Miles 0.25 0.5 1 1.5

MCRD, Parris Island 283 Blvd DE France Beaufort, SC 29902 United Consulting Group Ltd.

TP, FORT FREMONT, 1944, 15-minute

5308607 4 9

The EDR Aerial Photo Decade Package

MCRD, Parris Island

283 Blvd DE France

Beaufort, SC 29902

Inquiry Number:

May 24, 2018

5308607.8

6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com

2015 1"=500' Flight Year: 2015 USDA/NAIP

2011 1"=500' Flight Year: 2011 USDA/NAIP

2005 1"=500' Flight Year: 2005 USDA/NAIP

1994 1"=500' Acquisition Date: January 22, 1994 USGS/DOQQ

1983 1"=500' Flight Date: January 18, 1983 USGS

1977 1"=500' Flight Date: March 01, 1977 USGS

1968 1"=500' Flight Date: April 16, 1968 USGS

1961 1"=500' Flight Date: October 01, 1961 USGS

1951 1"=500' Flight Date: March 23, 1951 USGS

EDR Aerial Photo Decade Package 05/24/18

MCRD, Parris Island

Site Name: Client Name:

United Consulting Group Ltd.

283 Blvd DE France 625 Holcomb Bridge Road Beaufort, SC 29902 Norcross, GA 30071 EDR Inquiry # 5308607.8 Contact: Sriranjan Thirumalai

Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade.

Search Results:

Year Scale Details Source

When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive.

Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.

Additionally, the information provided in this Report is not to be construed as legal advice.

Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.

5308607 8- page 2

5308607.8

= 500'

625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com

APPENDIX K – Calculations

Provided Foundation Load (1-page) Settlement Analysis of Shallow Foundation (4-pages)

Copy of Provided Cross-Sections (1-page) Settlement Analysis of Fill within the Target Berm (1-page)

Settlement Analysis of Typical Berm (1-page) Settlement Analysis of Site Safety Wall & Tunnel (6-pages)

Global Slope Stability Analysis for Target Line Back Slope (1-page) Global Slope Stability Analysis for Target Berm Front Retaining Wall (1-page)

Pavement Design Calculation (3-pages)

S

Y D

S

Y D

S

Y

D S

Y

D S

Y

D S

Y

D S

Y

D S

Y D

S

Y D

S

Y

D S

Y

D S

Y

D S

Y

D S

Y

D S

KEY NOTES

1. 300 YARD MALE AND FEMALE HEADS - SEE DRAWING

2. PIT HEADS - SEE DRAWING

3. TARGET STORAGE - SEE DRAWING

4. BUTTHOUSE - SEE DRAWING

5. PEDESTRIAN TUNNEL - SEE DRAWING

6. PEDESTRIAN TUNNEL ACCESS - SEE DRAWING

7. NORTH SIDE SAFETY WALL - SEE DRAWING

8. SOUTH SIDE SAFETY WALL - SEE DRAWING

9. TARGET BERM RETAINING WALL - SEE DRAWING

10. IMPACT BERM FRONT RETAINING WALL - SEE DRAWING

11. IMPACT BERM REAR RETAINING WALL - SEE DRAWING

SF101

SF102

SF103

SF104

SB101

SB102

SB103

SF105

SF105

SB104

SB105

FIRING LANE PAVEMENT

(SEE CIVIL)

DITCH

(SEE CIVIL) PAVEMENT

(SEE CIVIL)

PAVEMENT

(SEE CIVIL)

PAVEMENT

(SEE CIVIL)

PAVEMENT

(SEE CIVIL)

DITCH

(SEE CIVIL)

PAVEMENT

(SEE CIVIL)

DITCH

(SEE CIVIL)

67 7

GENERAL PLAN NOTES:

1. COORDINATE ALL DIMENSIONS, ORIENTATIONS, LOCATIONS, AND ELEVATIONS

WITH THE ARCHITECTURAL AND CIVIL DRAWINGS. REPORT ALL DIMENSIONAL

DISCREPANCIES PRIOR TO CONSTRUCTION. SITE LAYOUT, ELEVATIONS, AND

GRADING ARE GOVERNED BY THE CIVIL DRAWINGS. SEE ARCHITECTURAL

DRAWINGS FOR INTERIOR FEATURES AND EQUIPMENT.

PES PROJECT NUMBER:

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

D

C

B

A

DES DRW CHK

SHEET

EST. 1915

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

OF

2 3 4 5

1 2 3 4 5

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D

C

B

A

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

A

T L A

N T

IC

D

E P

A R

T M

E N

T O

F T

H E

N A

V Y

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

N A

V A

L S

T A

T

IO

N N

O R

F O

L K

V

IR

G

IN

IA

M

ID

L A

N T

C I C

O R

E

U .S

M

A R

IN

E

C O

R P

S R

E C

R U

IT

D

E P

O T

PROJECT MANAGER

BRANCH MANAGER

CHIEF ENG/ARCH

NAVFAC SE PM

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO

A/E INFO

SEALNOT

FO

R C

ONSTR

UCTI

ON

P R E L

IM

IN

A R Y

0217300

10 Tenth Street N.E., Suite 200 Atlanta, GA 30309 USA Tel 404-874-8333 Fax 404-874-8330

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C U s e rs

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D o c u m e n ts \R e v it L o c a l\

-P a rr is I s la n d

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T c b a rr a r.

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L A

D J o b N o P ro je c t N u m b e r

SS101

MWMW MP

O V

E R

A L L S

T R

U C

T U

R A

L S

IT

E

P L A

N

P -4

H U

E C

IT

Y

R A

N G

E I

M P

R O

V E

M E

N T

S

M O

D E

R N

IZ

A

T

IO

N

P H

A S

E

1565550

P A

R R

IS

I

S L A

N

S C

100% PRE-FINAL SUBMITTAL

JULY 2018

1" = 100'-0"

OVERALL STRUCTURAL SITE PLAN

B1

NTRUE

NORTH

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R mwilson Callout

SIDE SAFETY WALLS:

4.0 kip/ft max.

mwilson Callout

PEDESTRIAN TUNNEL:

2.5 kip/ft max. (tunnel) + 4.0 kip/ft wall = 6.5 kip/ft max at tunnel/wall mwilson Callout

300 YD HEADS:

20.0 kip column

3.5 kip/ft max. wall 200 lb/sq.ft floor slab mwilson Callout

TARGET STORAGE

3.0 kip/ft max. wall cbarrar Callout

SIDE SAFETY WALLS:

4.0 kip/ft max.

cbarrar Callout

PIT HEAD:

3.0 kip/ft max. wall cbarrar Callout

PIT HEAD:

3.0 kip/ft max. wall cbarrar Callout

BUTTHOUSE:

1.5 kip/ft max. wall cbarrar Callout

TARGET/FRONT IMAPCT BERM:

2.5 kip/ft max. wall cbarrar Arrow cbarrar Callout REAR IMPACT BERM (on piles):

18.0 kip/ft max. wall

SETTLEMENT ANALYSIS OF SHALLOW FOUNDATIONS

Schmertmann Method

Date August 1, 2018 Identification B-9 - 300 YD Head

Input Results Units E E or SI Shape SQ SQ, CI, CO, or RE q = 1741 lb/ft^2

B = 3.65 ft delta = 0.50 in L = ft D = 2 ft P = 20 k

Dw = 4 ft gamma = 120 lb/ft^3 t = 10 yr 86.5

Depth to Soil Layer Top Bottom Es zf I epsilon strain delta

(ft) (ft) (lb/ft^2) (ft) (%) (in) N‐Value N60-value

0.0 2.0

2.0 3.0 103,103 0.5 0.259 0.4860 0.0583 4 6

3.0 4.0 103,103 1.5 0.577 1.0829 0.1300 4 6

4.0 5.0 120,652 2.5 0.597 0.9572 0.1149 5 7

5.0 6.0 120,652 3.5 0.473 0.7577 0.0909 5 7

6.0 7.0 137,185 4.5 0.348 0.4911 0.0589 6 9

7.0 8.0 137,185 5.5 0.224 0.3157 0.0379 6 9

8.0 9.0 395,739 6.5 0.100 0.0486 0.0058 27 39

9.0 10.0 395,739 7.5 0.000 0.0000 0.0000 27 39

10.0 11.0 308,969 8.5 0.000 0.0000 0.0000 19 27

11.0 12.0 308,969 9.5 0.000 0.0000 0.0000 19 27

Hammer Eficiency…