Specs_7JUN18.pdf

SPECIFICATIONS

ISSUED FOR BID/FINAL TURNOVER SUBMISSION

FOR

USDA BARC EAST & WEST WWTP

IMMEDIATE IMPROVEMENTS

BELTSVILLE, MD

PREPARED BY

ARRO Consulting, Inc.

108 West Airport Road

Lititz, PA 17543 717- 569-7021

FOR

STV INCORPORATED

STV PROJECT NUMBER: 30-17764

7 JUNE 2018

BARC WWTP Improvements Contract No. AG-32SD-C-15-0010 Order No. AG-32SC-D-15-0335

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 22 14 SUPPLEMENTARY INSTRUCTIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 11 00_Appendix 01

LAGOON SOLIDS TESTING RESULTS

01 11 00_Appendix 02

STORMWATER MANAGEMENT AND SEDIMENT & EROSION

CONTROL APPROVAL

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 – EXISTING CONDITIONS

02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TSTING

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 04 – MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 – METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

05 53 00 ALUMINUM FABRICATION

PROJECT TABLE OF CONTENTS Page 2

DIVISION 07 – CAULKING AND SEALANTS

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 51 23 STEEL WINDOWS

08 71 00 DOOR HARDWARE

DIVISION 09 – FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 22 – PLUMBING

22 13 29 SANITARY SEWERAGE PUMPS

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITI ONING (HAVC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 82 46.00 40 ELECTRIC UNIT HEATERS

DIVISION 26 – ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 20 00 DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

26 52 00.00 40 EMERGENCY LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 26.16 BITUMINOUS CONCRETE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 – UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 GRAVITY SEWERS

PROJECT TABLE OF CONTENTS Page 3

33 34 00 FORCE MAINS

33 47 13 POND AND RESERVOIR LINERS

33 61 13.19 VALVES, PIPING, AND EQUIPMENT IN VALVE MANHOLES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURI FICATION, AND STORAGE

EQUIPMENT

43 15 00.00 20 LOW PRESSURE COMPRESSED AIR PIPING

(NON-BREATHING AIR TYPE)

43 21 29 FLOW MEASURING EQUIPMENT SEWAGE TREATMENT PLANT

43 32 69 CHEMICAL FEED SYSTEMS

DIVISION 46 – WATER AND WATEWATER EQUIPMENT

46 07 53.13 WASTEWATER TREATMENT SYSTEM REHABILITATION

46 23 00 GRIT REMOVAL AND HANDLING EQUIPMENT

46 51 00.00 10 BIOLOGICAL TREATMENT SYSTEM

-- End of Project Table of Contents --

This Page Intentionally Blank

SECTION 00 22 14

SUPPLEMENTARY INSTRUCTIONS

06/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926 Safety and Health Regulations for Construction

1.2 ADMINISTRATIVE REQUIREMENTS

The following administrative requirements are brought to the attention of the contractor as needing special emphasis upon receiving award of the contract and must be addressed before a notice to proceed (NTP) can be issued. This notification in no way releases the contractor from thoroughly reading the contract terms, specifications and drawings and then fully abiding by them.

1.2.1 Administrative Specifications

The following specification sections and subparts require special emphasis on the part of the contractor after award. The requirements of these sections must be completed before work can commence. The contractor shall take into account the additional time and effort necessary to comply with these requirements. Failure to comply may result in contract termination.

a. Section 01 14 00 Work Restrictions

This section covers requirements necessary for accessing BARC.

These requirements must be completed before access to BARC or any restricted areas can be granted. Reference paragraph 1.1.2 Contractor Personnel Identification and its requirements.

b. Section 01 32 16.00 20 Construction Progress Documentation

This section cover requirements for the creation and upkeep of the project construction schedule.

c. Section 01 35 26 Governmental Safety Requirements

This section covers safety requirements for Government contracts.

With the exception of the items below, only the portions of the specification applicable to the individual construction project are required to be submitted. The contractor shall submit:

i. Accident Prevention Plan (APP). REQUIRED BY ALL PROJECTS.

Reference subpart 1.7 ACCIDENT PREVENTION PLAN (APP) and ARS Policy ( 29 CFR 1926 ) for the minimum requirements of

DOCUMENT 00 22 14 Page 1 the plan.

ii. Activity Hazard Analysis (AHA). REQUIRED BY ALL PROJECTS.

Reference paragraph 1.8 and ARS Policy ( 29 CFR 1926 ).

Activity Hazard Analyses shall be submitted 30 prior to the start of a phase of work.

d. Section 01 42 00 Sources for References

This section contains address and websites of sources for technical standards referenced in the contract specifications.

The contractor is responsible to obtain these technical standards as necessary to complete the work, and at no additional cost to the Government. An updated list of reference sources is located at http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2001%2042%2000.pdf.

e. Section 01 45 00.10 20 Quality Control for Minor Construction

This section covers Contractor Quality Control organizational and procedural requirements. The contractor shall submit, for approval, a Quality Control Plan prior to NTP. Reference subpart

1.6 QC Plan for plan requirements.

f. Section 01 57 20.00 10 Environmental Protection

This section covers requirements for the protection of the environment. The contractor shall submit, for approval, an Environmental Protection Plan prior to NTP. The plan must be tailored to the specific project and reflect actual environmental concerns and how they will be addressed. Reference subpart 1.7 Environmental Protection Plan for plan requirements.

1.2.2 Submittal Register

The contractor is required to abide by Section 01 33 00 Submittal Procedures and prepare, submit and maintain an official submittal register for the duration of the project.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

DOCUMENT 00 22 14 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes, but is not limited to, the following tasks and incidental related work.

The work includes Safety, Compliance and Operations improvements to the East and West WWTPs at Beltsville Agricultural Research Center, Beltsville, MD.

1.1.2 Location

The work shall be located at the East and West WWTPs, of the Beltsville Agricultural Research Center, approximately as indicated on drawings.

1.1.3 Verification of Field Conditions

The Contractor shall field verify conditions, elevations and dimensions prior to initiating work. The Contractor shall notify the Contracting Officer of any discrepancies, interferences or contradictions between contract documentation and field conditions by submitting a request for clarification. Affected phases of work shall not be initiated until all requests for clarifications have been answered.

1.2 CONTRACT DRAWINGS

The enclosed drawings that accompany this specification and are a part of the contract award.

1.3 REFERENCE DRAWINGS

Reference drawings are intended only to show the original construction.

Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. Copies of these drawings are available at the bidder's or Contractor's expense.

Information on procuring these full-size drawings may be obtained from the Contracting Officer.

1.4 WORK SEQUENCE

1.4.1 Performance and Completion

Without intending to limit or restrict the performance and completion of the Work, the sequence of construction shall generally be as described below. The sequence shown below is presented as a general guide and is not all-inclusive. Omission of specific items not listed below shall not relieve Contractor from the responsibility of providing them.

SECTION 01 11 00 Page 1

1.4.1.1 East Side WWTP

a. The Contractor shall be responsible to provide all bypass pumping, piping, etc. to maintain plant operation during construction. All bypass pumping and piping equipment shall be sized for a peak hydraulic flow of 1.21 MGD (forward flow), with RAS rates up to 0.60 MGD and Internal Recycle up to 2.40 MGD.

b. Take each of the Effluent Filters out of operation sequentially and replace the silica sand media (total of 363 cubic feet; pre-purchased by Owner and stored on site) following filter manufacturer's (Aqua-Aerobic Systems, Inc.) recommended process.

c. Construct buildings modifications to the Mechanical Screen Building.

d. Furnish and install all equipment within the Mechanical Screen Building, including the Chemical Feed Systems and manual bar screen.

e. Construct new Grit Separation system, including grit pumping system and dewatering unit (in Mechanical Screen Building). Grit system shall be placed into operation prior to starting operation of upgraded Lagoon Cells.

f. 5-Stage ENR Upgrades (Lagoon Cell Modifications and Operation):

1. At least one Lagoon Cell shall remain in operation during all phases of construction. The anticipated Sequence of Construction is currently based on Cell No. 1 remaining in operation through the initial stages of construction.

2. Contractor shall be responsible to remove and dipose (offsite) of accumulated solids and mixed liquor from each of the Lagoon Cells.

The Contractor shall be responsible for all costs (including permitting and disposal fees) associated with removal, hauling and disposal of the material (solids and mixed liquor). Analyses of the solids are provided in Appendix 01 as reference for use in determine the requirements for disposal.

3. Contractor shall be responsible to provide seed sludge for start-up of the new Biological Treatment System. Seed sludge shall be obtained from a source that does NOT contain industrial waste with no pollutant concentrations found to be inhibitory to the activated sludge process (reference WPCF MOP No 8/1977). Contracting Officer shall approve the source of seed sludge before it is obtained, and quantity of seed sludge for start-up.

4. Contractor shall complete work in Cell No. 3 while Cell No. 1 remains in operation. Once the work in Cells No. 3 is complete, influent can be rerouted to Cell No. 3 so the system can nitrify and remove BOD while the rest of the upgrades are completed, until such time as the complete 5-Stage process is ready to be placed into operation.

5. Upgrades required to be installed prior to transfer of operation to Cell No. 3, shall include:

a) Installation of new lagoon liners

b) All required aeration and mixing equipment, including

SECTION 01 11 00 Page 2 instrumentation.

c) Baffle wall instrumentation

d) Upgrades to RAS/WAS meter and pump system and controls

e) Internal Recycle Pump Station and controls

f) 5-Stage ENR System Blowers

6. Install chemical feed piping.

7. Complete structural/concrete repairs identified on Drawings.

8. Install new sliding gate at East Side WWTP entrance.

9. Complete additional electrical repairs and improvements identified in Contract Documents.

10. Complete upgrades to the Influent Pump Station.

11. Complete upgrades to the Overland Flow Lagoon Pump Station.

1.4.1.2 West Side WWTP

a. The Contractor shall be responsible to provide all bypass pumping, piping, etc. to maintain plant operation during construction. All bypass pumping and piping equipment shall be sized for a peak hydraulic flow of 0.80 MGD.

b. Complete electrical repairs to Influent Pump Station Wet Well.

c. Contractor shall complete all work on Wastewater Treatment Unit No. 2 (including testing of new equipment) before putting it into operation.

d. Contractor shall furnish and install new PAC Feed System.

e. Complete structural/concrete repairs identified on Drawings.

1.4.2 Step-by-Step Work Sequence

Contractor shall submit to Contracting Officer for review a detailed step by step Work Sequence to achieve compliance with the requirements of this Section ten (10) calendar days prior to the pre-construction meeting.

1.4.3 Sequence Construction Operations

Sequence construction Operations to:

a. Maintain continuous operation of treatment facilities, to the maximum extent practicable, throughout the construction period.

b. Maintain treatment efficiency within limits required by regulatory agencies.

c. Minimize disruption of Owner's operations within the existing facilities.

d. Maintain continuous utility company services to facilities at the

SECTION 01 11 00 Page 3

Project site.

e. Minimize disruption of traffic and maintain continuous traffic flow through the Work area to the maximum extent practicable.

f. Maintain continuous access to the Project site for the Owner.

g. Maintain pumping capacity sufficient to handle all flows which may be experienced during the construction period.

h. Maintain continuous full-capacity flow in the piping system throughout the construction period.

i. Maintain consistency with the "SEQUENCE OF CONSTRUCTION" specified on Erosion Control Plans.

1.4.4 Permits and Approvals

MDE Water and Sewerage Construction Permit: See Appendix 03. Contractor shall be responsible to comply with all conditions of this permit. Copies of the permit, drawings, and specifications shall be available on site at all times.

1.5 HAZARDOUS MATERIALS ABATEMENT PLAN

Refer to attached Hazardous Materials Abatement Plan for abatement requirements.

1.6 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of these Environmental Goals to each subcontractor. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended. Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

SECTION 01 11 00 Page 4

h. Use biobased products to the greatest extent possible.

1.7 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses via e-mail and on a Sharepoint website. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and (i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Column (f): Indicate approving authority for each submittal.

1.7.1 Use of Submittal Register

Submit submittal register as an electronic database. Submit with QC plan and project schedule. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.7.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

SECTION 01 11 00 Page 5

1.7.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.7.4 Government Review Action Codes Contractor Action Code and Action Code

Entries for columns (j) and (o), are to be used are as follows (others may be prescribed by Transmittal Form):

NR - Not Received

AN - Approved as noted

A - Approved

RR - Disapproved, Revise, and Resubmit

"A" - "Approved as submitted"; "Completed"

"B" - "Approved, except as noted on drawings"; "Completed"

"C" - "Approved, resubmission required"; "Resubmit"

"D" - "Returned by correspondence"; "Completed"

"E" - "Disapproved (See attached)"; "Resubmit"

"F" - "Receipt acknowledged"; "Completed"

"G" - "Other (Specify)"; "Resubmit"

"X" - "Receipt acknowledged, does not comply"; "Resubmit"

1.7.5 Copies Delivered to the Government

Deliver one hardcopy of submittal register updated by Contractor to Government with each invoice request and upload, on the Government provided Sharepoint website, the dated submittal Register, leaving previous versions on the Sharepoint website for reference.

PART 2 PRODUCTS

Not used.

SECTION 01 11 00 Page 6

PART 3 EXECUTION

3.1 OPERATIONAL PERMITS

Operation permit requests shall be submitted in conjunction with the requirements of this specification and specification section 01 35 26

GOVERNMENT SAFETY REQUIREMENTS.

3.1.1 Excavation Permit

Obtain excavation permit prior to start of excavation by filing a request for a Dig Permit with the Contracting Officer's Representative 15 calendar days in advance of the start of excavation.

3.1.2 Hot Work Permit

The Contractor shall obtain a Hot Work Permit prior to the start of any work that will require the use of an open flame or electrical arc.

Requests for a Hot Work Permit shall be made with the Contracting Officer's Representative 15 calendar days in advance.

3.1.3 Confined Space Entry Permit

The Contractor shall obtain a Confined Space Entry Permit prior to start of any work within a regulated confined space. Requests for a confined space entry permit shall be submitted to the Contracting Officer's Representative 15 days in advance of work.

3.1.4 Utility Outage Requests and Utility Connection Requests

Notify the Contracting Officer at least 72 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed, but indicated in locations to be transversed by piping, ducts, and other work to be installed.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contracting Officer may permit utility outages at his discretion.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 10 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

3.2 WORK COORDINATION

Prior to the commencement of work the contractor shall coordinate the work

SECTION 01 11 00 Page 7 schedule with the Contracting Officer's Representative. Unless otherwise approved by the Contracting Officer, the Contractor shall work only from 7:30am to 4:30pm, Monday through Friday. Special permission is required for work schedules other than specified.

3.3 SECURITY REQUIREMENTS

3.3.1 Contractor Personnel Identification (Badging)

3.3.1.1 Contractor Personnel Security Check Federal Employee Visitor's Vetting

All contractors, sub-contractors and employees are required to submit a completed BARC Security Form after contract award and prior to commencing work. The normal processing time for access is approximately 14 calendar days from the receipt of a completed form.

Contractor personnel must be a US Citizen or a documented legal resident alien. The contractor shall coordinate with the Contracting Officer's Representative to submit personnel information to BARC 426A for a background check. Any personnel that fail a background check shall not be permitted to enter the area and a replacement contractor employee must be submitted. Work shall not commence until all contractor employees assigned to work on the contract have passed the security check. Any new employees hired or assigned during the course of the contract must pass the security check prior to arriving at BARC.

SECTION 01 11 00 Page 8

Report ID: 2202900 - 2/1/2017 Page 1 of 17

Mr. Dan Ragan USDA, ARS, Utilities Section Bldg.

10300 Baltimore Ave Bldg 426 Beltsville, MD 20705-2350

February 1, 2017

Dear Mr. Ragan:

Certificate of Analysis Project Name:

Purchase Order:

2017-SLUDGE ANALYSIS Workorder:

Workorder ID:

2202900 Bldg #218

CC: Mr Todd Boulden , Mr. Charles Edwards

This page is included as part of the Analytical Report and must be retained as a permanent record thereof. Project Coordinator

Ms. Amy K Borden

Enclosed are the analytical results for samples received by the laboratory on Wednesday, January 18, 2017.

The ALS Environmental laboratory in Middletown, Pennsylvania is a National Environmental Laboratory Accreditation Program (NELAP) accredited laboratory and as such, certifies that all applicable test results meet the requirements of NELAP.

If you have any questions regarding this certificate of analysis, please contact Ms. Amy K Borden (Project Coordinator) at (717) 944-5541.

Analyses were performed according to our laboratory’s NELAP-approved quality assurance program and any applicable state requirements. The test results meet requirements of the current NELAP standards or state requirements, where applicable. For a specific list of accredited analytes, refer to the certifications section of the ALS website at www.alsglobal.com/en/Our-Services/Life-Sciences/Environmental/Downloads.

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

ALS Spring City: 10 Riverside Drive, Spring City, PA 19475 610-948-4903

NELAP Certifications: NJ PA010 , NY 11759 , PA 22-293 DoD ELAP: A2LA 0818.01 State Certifications: DE ID 11 , MA PA0102 , MD 128 , VA 460157 , WV 343

DL ID - 44822, QC - 0

SECTION 01 11 00 - APPENDIX 01

Report ID: 2202900 - 2/1/2017 Page 2 of 17

Workorder: 2202900 Bldg #218

SAMPLE SUMMARY

Lab ID Sample ID Matrix Date Collected Date Received Collected By

2202900001 Cell #1 Sample 1 Solid 1/18/2017 11:00 1/18/2017 20:50 Collected by Client

2202900002 Cell #1 Sample 2 Solid 1/18/2017 11:05 1/18/2017 20:50 Collected by Client

2202900003 Cell #1 Sample 3 Solid 1/18/2017 11:10 1/18/2017 20:50 Collected by Client

2202900004 Cell #1 Sample 4 Solid 1/18/2017 11:15 1/18/2017 20:50 Collected by Client

2202900005 Cell #1 Sample 5 Solid 1/18/2017 11:20 1/18/2017 20:50 Collected by Client

2202900006 Cell #1 Sample 6 Solid 1/18/2017 11:25 1/18/2017 20:50 Collected by Client

Report ID: 2202900 - 2/1/2017 Page 3 of 17

SAMPLE SUMMARY

Standard Acronyms/Flags

Notes

-- All Waste Water analyses comply with methodology requirements of 40 CFR Part 136.

-- All Drinking Water analyses comply with methodology requirements of 40 CFR Part 141.

-- Unless otherwise noted, all quantitative results for soils are reported on a dry weight basis.

-- The Chain of Custody document is included as part of this report.

Indicates an estimated value between the Method Detection Limit (MDL) and the Practical Quantitation Limit (PQL) for the analyte Indicates that the analyte was Not Detected (ND)

Method Detection Limit Practical Quantitation Limit

J U

MDL

PQL

Reporting Detection Limit Not Detected - indicates that the analyte was Not Detected at the RDL Analysis was performed using this container Regulatory Limit

RDL

ND

Cntr

RegLmt Laboratory Control Sample Matrix Spike

LCS

MS

Matrix Spike Duplicate Sample Duplicate Percent Recovery

MSD

DUP

%Rec Relative Percent DifferenceRPD

-- Samples collected by ALS personnel are done so in accordance with the procedures set forth in the ALS Field Sampling Plan (20 - Field Services Sampling Plan).

N Indicates presumptive evidence of the presence of a compound

-- All Library Search analytes should be regarded as tentative identifications based on the presumptive evidence of the mass spectra.

Concentrations reported are estimated values.

-- Parameters identified as "analyze immediately" require analysis within 15 minutes of collection. Any "analyze immediately" parameters not listed under the header "Field Parameters" are preformed in the laboratory and are therefore analyzed out of hold time.

LOD DoD Limit of Detection LOQ DoD Limit of Quantitation DL DoD Detection Limit

-- Method references listed on this report beginning with the prefix “S” followed by a method number (such as S2310B-97) refer to methods from “Standard Methods for the Examination of Water and Wastewater”.

I Indicates reported value is greater than or equal to the Method Detection Limit (MDL) but less than the Report Detection Limit (RDL)

(S) Surrogate Compound NC Not Calculated

* Result outside of QC limits

-- For microbiological analyses, the "Prepared" value is the date/time into the incurbator and the "Analyzed" value is the date/time out the incubator.

Report ID: 2202900 - 2/1/2017 Page 4 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 1

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900001

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:00

CntrMethod

PCBs Total Polychlorinated Biphenyl

ND mg/kg 1.9 1/20/17 17:00 PDK 1/23/17 16:44 EGO ASW846 8082A

Aroclor-1016 ND mg/kg 1.9 1/20/17 17:00 PDK 1/23/17 16:44 EGO ASW846 8082A Aroclor-1221 ND mg/kg 1.9 1/20/17 17:00 PDK 1/23/17 16:44 EGO ASW846 8082A Aroclor-1232 ND mg/kg 1.9 1/20/17 17:00 PDK 1/23/17 16:44 EGO ASW846 8082A Aroclor-1242 ND mg/kg 1.9 1/20/17 17:00 PDK 1/23/17 16:44 EGO ASW846 8082A Aroclor-1248 ND mg/kg 1.9 1/20/17 17:00 PDK 1/23/17 16:44 EGO ASW846 8082A Aroclor-1254 ND mg/kg 1.9 1/20/17 17:00 PDK 1/23/17 16:44 EGO ASW846 8082A Aroclor-1260 ND mg/kg 1.9 1/20/17 17:00 PDK 1/23/17 16:44 EGO ASW846 8082A

Surrogate Recoveries Flag UnitsResults Limits Prepared By Analyzed By CntrMethod

Decachlorobiphenyls (S) 47.7 % 49 - 115 1/20/17 17:00 PDK 1/23/17 16:44 EGO ASW846 8082A Tetrachloro-m-xylene (S) 61.5 % 27 - 137 1/20/17 17:00 PDK 1/23/17 16:44 EGO ASW846 8082A

WET CHEMISTRY

Ammonia, Total (Moist Basis) 14.0 mg/kg 7.5 1/21/17 14:45 J1H 1/22/17 14:10 J1H AS4500NH3D Ammonia-nitrogen, Total 2720 mg/kg 1450 1/21/17 14:45 J1H 1/22/17 14:10 J1H AS4500NH3D Moisture 99.5 % 0.1 1/31/17 10:37 VKB AS2540G-11 Neutralization Potential %

CEC

ND % 27.2 1/31/17 17:00 NJA A1 AOAC 955.01

Nitrate/Nitrite-N ND mg/kg 1950 1/26/17 04:22 CHW 1/26/17 14:05 CHW A4300.0/9056A Phosphorus, Total 17300 mg/kg 9420 1/24/17 03:25 LJF 1/24/17 21:23 LJF AEPA 365.1 Tot. Kjeldahl Nitrogen,(Moist) 360 mg/kg 74.3 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Kjeldahl Nitrogen 70100 mg/kg 14500 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Solids 0.5 % 0.1 1/31/17 10:37 VKB AS2540G-11

METALS

Arsenic, Total ND mg/kg 24.3 1/25/17 10:12 TRR 1/27/17 07:41 TSS A2SW846 6010C Cadmium, Total ND mg/kg 6.1 1/25/17 10:12 TRR 1/27/17 07:41 TSS A2SW846 6010C Copper, Total 204 mg/kg 24.3 1/25/17 10:12 TRR 1/27/17 07:41 TSS A2SW846 6010C Lead, Total ND mg/kg 24.3 1/25/17 10:12 TRR 1/27/17 07:41 TSS A2SW846 6010C Mercury, Total ND mg/kg 2.4 1/25/17 12:15 AXC 1/26/17 10:16 MNP A3SW846 7471B Molybdenum, Total ND mg/kg 24.3 1/25/17 10:12 TRR 1/27/17 07:41 TSS A2SW846 6010C Nickel, Total ND mg/kg 24.3 1/25/17 10:12 TRR 1/27/17 07:41 TSS A2SW846 6010C Potassium, Total 1420 mg/kg 609 1/25/17 10:12 TRR 1/27/17 07:41 TSS A2SW846 6010C Selenium, Total ND mg/kg 60.9 1/25/17 10:12 TRR 1/27/17 07:41 TSS A2SW846 6010C Zinc, Total 145 mg/kg 24.3 1/25/17 10:12 TRR 1/27/17 07:41 TSS A2SW846 6010C

MICROBIOLOGY

Fecal Coliforms 96000 MPN/gram 390 1/18/17 23:08 ABL 1/20/17 20:39 ABL AEPA 1680

Report ID: 2202900 - 2/1/2017 Page 5 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 1

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900001

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:00

CntrMethod

Project Coordinator Ms. Amy K Borden

Report ID: 2202900 - 2/1/2017 Page 6 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 2

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900002

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:05

CntrMethod

PCBs Total Polychlorinated Biphenyl

ND mg/kg 2.3 1/20/17 17:00 PDK 1/23/17 16:55 EGO ASW846 8082A

Aroclor-1016 ND mg/kg 2.3 1/20/17 17:00 PDK 1/23/17 16:55 EGO ASW846 8082A Aroclor-1221 ND mg/kg 2.3 1/20/17 17:00 PDK 1/23/17 16:55 EGO ASW846 8082A Aroclor-1232 ND mg/kg 2.3 1/20/17 17:00 PDK 1/23/17 16:55 EGO ASW846 8082A Aroclor-1242 ND mg/kg 2.3 1/20/17 17:00 PDK 1/23/17 16:55 EGO ASW846 8082A Aroclor-1248 ND mg/kg 2.3 1/20/17 17:00 PDK 1/23/17 16:55 EGO ASW846 8082A Aroclor-1254 ND mg/kg 2.3 1/20/17 17:00 PDK 1/23/17 16:55 EGO ASW846 8082A Aroclor-1260 ND mg/kg 2.3 1/20/17 17:00 PDK 1/23/17 16:55 EGO ASW846 8082A

Surrogate Recoveries Flag UnitsResults Limits Prepared By Analyzed By CntrMethod

Decachlorobiphenyls (S) 45.9 % 49 - 115 1/20/17 17:00 PDK 1/23/17 16:55 EGO ASW846 8082A Tetrachloro-m-xylene (S) 59.7 % 27 - 137 1/20/17 17:00 PDK 1/23/17 16:55 EGO ASW846 8082A

WET CHEMISTRY

Ammonia, Total (Moist Basis) 12.3 mg/kg 7.4 1/21/17 14:45 J1H 1/22/17 14:10 J1H AS4500NH3D Ammonia-nitrogen, Total 2990 mg/kg 1790 1/21/17 14:45 J1H 1/22/17 14:10 J1H AS4500NH3D Moisture 99.6 % 0.1 1/31/17 10:37 VKB AS2540G-11 Neutralization Potential %

CEC

ND % 25.6 1/31/17 17:00 NJA A1 AOAC 955.01

Nitrate/Nitrite-N ND mg/kg 2420 1/26/17 04:22 CHW 1/26/17 14:17 CHW A3300.0/9056A Phosphorus, Total 24800 mg/kg 11600 1/24/17 03:25 LJF 1/24/17 21:23 LJF AEPA 365.1 Tot. Kjeldahl Nitrogen,(Moist) 365 mg/kg 74.3 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Kjeldahl Nitrogen 88300 mg/kg 18000 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Solids 0.4 % 0.1 1/31/17 10:37 VKB AS2540G-11

METALS

Arsenic, Total ND mg/kg 30.3 1/25/17 10:12 TRR 1/27/17 07:45 TSS A1SW846 6010C Cadmium, Total ND mg/kg 7.6 1/25/17 10:12 TRR 1/27/17 07:45 TSS A1SW846 6010C Copper, Total 293 mg/kg 30.3 1/25/17 10:12 TRR 1/27/17 07:45 TSS A1SW846 6010C Lead, Total ND mg/kg 30.3 1/25/17 10:12 TRR 1/27/17 07:45 TSS A1SW846 6010C Mercury, Total ND mg/kg 3.1 1/25/17 12:15 AXC 1/26/17 10:17 MNP A2SW846 7471B Molybdenum, Total ND mg/kg 30.3 1/25/17 10:12 TRR 1/27/17 07:45 TSS A1SW846 6010C Nickel, Total ND mg/kg 30.3 1/25/17 10:12 TRR 1/27/17 07:45 TSS A1SW846 6010C Potassium, Total 1900 mg/kg 757 1/25/17 10:12 TRR 1/27/17 07:45 TSS A1SW846 6010C Selenium, Total ND mg/kg 75.7 1/25/17 10:12 TRR 1/27/17 07:45 TSS A1SW846 6010C Zinc, Total 186 mg/kg 30.3 1/25/17 10:12 TRR 1/27/17 07:45 TSS A1SW846 6010C

Fecal Coliforms 229000 MPN/gram 484 1/18/17 23:08 ABL 1/20/17 20:39 ABL AEPA 1680

Report ID: 2202900 - 2/1/2017 Page 7 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 2

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900002

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:05

CntrMethod

Report ID: 2202900 - 2/1/2017 Page 8 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 3

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900003

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:10

CntrMethod

PCBs Total Polychlorinated Biphenyl

ND mg/kg 0.90 1/20/17 17:00 PDK 1/23/17 17:07 EGO ASW846 8082A

Aroclor-1016 ND mg/kg 0.90 1/20/17 17:00 PDK 1/23/17 17:07 EGO ASW846 8082A Aroclor-1221 ND mg/kg 0.90 1/20/17 17:00 PDK 1/23/17 17:07 EGO ASW846 8082A Aroclor-1232 ND mg/kg 0.90 1/20/17 17:00 PDK 1/23/17 17:07 EGO ASW846 8082A Aroclor-1242 ND mg/kg 0.90 1/20/17 17:00 PDK 1/23/17 17:07 EGO ASW846 8082A Aroclor-1248 ND mg/kg 0.90 1/20/17 17:00 PDK 1/23/17 17:07 EGO ASW846 8082A Aroclor-1254 ND mg/kg 0.90 1/20/17 17:00 PDK 1/23/17 17:07 EGO ASW846 8082A Aroclor-1260 ND mg/kg 0.90 1/20/17 17:00 PDK 1/23/17 17:07 EGO ASW846 8082A

Surrogate Recoveries Flag UnitsResults Limits Prepared By Analyzed By CntrMethod

Decachlorobiphenyls (S) 56.7 % 49 - 115 1/20/17 17:00 PDK 1/23/17 17:07 EGO ASW846 8082A Tetrachloro-m-xylene (S) 67 % 27 - 137 1/20/17 17:00 PDK 1/23/17 17:07 EGO ASW846 8082A

WET CHEMISTRY

Ammonia, Total (Moist Basis) 21.0 mg/kg 7.5 1/21/17 14:45 J1H 1/22/17 14:10 J1H AS4500NH3D Ammonia-nitrogen, Total 1980 mg/kg 707 1/21/17 14:45 J1H 1/22/17 14:10 J1H AS4500NH3D Moisture 98.9 % 0.1 1/31/17 10:37 VKB AS2540G-11 Neutralization Potential %

CEC

ND % 23.3 1/31/17 17:00 NJA A1 AOAC 955.01

Nitrate/Nitrite-N ND mg/kg 943 1/26/17 04:22 CHW 1/26/17 14:29 CHW A3300.0/9056A Phosphorus, Total 15500 mg/kg 4390 1/24/17 03:25 LJF 1/24/17 21:23 LJF AEPA 365.1 Tot. Kjeldahl Nitrogen,(Moist) 619 mg/kg 75.4 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Kjeldahl Nitrogen 58400 mg/kg 7110 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Solids 1.1 % 0.1 1/31/17 10:37 VKB AS2540G-11

METALS

Arsenic, Total ND mg/kg 11.8 1/25/17 10:12 TRR 1/27/17 07:49 TSS A1SW846 6010C Cadmium, Total ND mg/kg 2.9 1/25/17 10:12 TRR 1/27/17 07:49 TSS A1SW846 6010C Copper, Total 170 mg/kg 11.8 1/25/17 10:12 TRR 1/27/17 07:49 TSS A1SW846 6010C Lead, Total ND mg/kg 11.8 1/25/17 10:12 TRR 1/27/17 07:49 TSS A1SW846 6010C Mercury, Total ND mg/kg 1.2 1/25/17 12:15 AXC 1/26/17 10:20 MNP A2SW846 7471B Molybdenum, Total ND mg/kg 11.8 1/25/17 10:12 TRR 1/27/17 07:49 TSS A1SW846 6010C Nickel, Total ND mg/kg 11.8 1/25/17 10:12 TRR 1/27/17 07:49 TSS A1SW846 6010C Potassium, Total 628 mg/kg 295 1/25/17 10:12 TRR 1/27/17 07:49 TSS A1SW846 6010C Selenium, Total ND mg/kg 29.5 1/25/17 10:12 TRR 1/27/17 07:49 TSS A1SW846 6010C Zinc, Total 210 mg/kg 11.8 1/25/17 10:12 TRR 1/27/17 07:49 TSS A1SW846 6010C

Fecal Coliforms 74700 MPN/gram 189 1/18/17 23:08 ABL 1/20/17 20:39 ABL AEPA 1680

Report ID: 2202900 - 2/1/2017 Page 9 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 3

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900003

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:10

CntrMethod

Report ID: 2202900 - 2/1/2017 Page 10 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 4

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900004

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:15

CntrMethod

PCBs Total Polychlorinated Biphenyl

ND mg/kg 1.1 1/20/17 17:00 PDK 1/23/17 17:18 EGO ASW846 8082A

Aroclor-1016 ND mg/kg 1.1 1/20/17 17:00 PDK 1/23/17 17:18 EGO ASW846 8082A Aroclor-1221 ND mg/kg 1.1 1/20/17 17:00 PDK 1/23/17 17:18 EGO ASW846 8082A Aroclor-1232 ND mg/kg 1.1 1/20/17 17:00 PDK 1/23/17 17:18 EGO ASW846 8082A Aroclor-1242 ND mg/kg 1.1 1/20/17 17:00 PDK 1/23/17 17:18 EGO ASW846 8082A Aroclor-1248 ND mg/kg 1.1 1/20/17 17:00 PDK 1/23/17 17:18 EGO ASW846 8082A Aroclor-1254 ND mg/kg 1.1 1/20/17 17:00 PDK 1/23/17 17:18 EGO ASW846 8082A Aroclor-1260 ND mg/kg 1.1 1/20/17 17:00 PDK 1/23/17 17:18 EGO ASW846 8082A

Surrogate Recoveries Flag UnitsResults Limits Prepared By Analyzed By CntrMethod

Decachlorobiphenyls (S) 40.8 % 49 - 115 1/20/17 17:00 PDK 1/23/17 17:18 EGO ASW846 8082A Tetrachloro-m-xylene (S) 60.6 % 27 - 137 1/20/17 17:00 PDK 1/23/17 17:18 EGO ASW846 8082A

WET CHEMISTRY

Ammonia, Total (Moist Basis) 18.8 mg/kg 7.6 1/21/17 14:45 J1H 1/22/17 14:10 J1H AS4500NH3D Ammonia-nitrogen, Total 2240 mg/kg 902 1/21/17 14:45 J1H 1/22/17 14:10 J1H AS4500NH3D Moisture 99.2 % 0.1 1/31/17 10:37 VKB AS2540G-11 Neutralization Potential %

CEC

ND % 16.2 1/31/17 17:00 NJA A1 AOAC 955.01

Nitrate/Nitrite-N ND mg/kg 1190 1/26/17 04:22 CHW 1/26/17 14:42 CHW A3300.0/9056A Phosphorus, Total 20800 mg/kg 5650 1/24/17 03:25 LJF 1/24/17 21:23 LJF A2 EPA 365.1 Tot. Kjeldahl Nitrogen,(Moist) 534 mg/kg 75.8 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Kjeldahl Nitrogen 63600 mg/kg 9020 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Solids 0.8 % 0.1 1/31/17 10:37 VKB AS2540G-11

METALS

Arsenic, Total ND mg/kg 14.9 1/26/17 10:20 TRR 1/27/17 07:52 TSS A2SW846 6010C Cadmium, Total ND mg/kg 3.7 1/26/17 10:20 TRR 1/27/17 07:52 TSS A2SW846 6010C Copper, Total 220 mg/kg 14.9 1/26/17 10:20 TRR 1/27/17 07:52 TSS A2SW846 6010C Lead, Total ND mg/kg 14.9 1/26/17 10:20 TRR 1/27/17 07:52 TSS A2SW846 6010C Mercury, Total ND mg/kg 1.5 1/25/17 12:15 AXC 1/26/17 10:22 MNP A1SW846 7471B Molybdenum, Total ND mg/kg 14.9 1/26/17 10:20 TRR 1/27/17 07:52 TSS A2SW846 6010C Nickel, Total 16.1 mg/kg 14.9 1/26/17 10:20 TRR 1/27/17 07:52 TSS A2SW846 6010C Potassium, Total 1090 mg/kg 372 1/26/17 10:20 TRR 1/27/17 07:52 TSS A2SW846 6010C Selenium, Total ND mg/kg 37.2 1/26/17 10:20 TRR 1/27/17 07:52 TSS A2SW846 6010C Zinc, Total 169 mg/kg 14.9 1/26/17 10:20 TRR 1/27/17 07:52 TSS A2SW846 6010C

Fecal Coliforms 129000 MPN/gram 238 1/18/17 23:31 ABL 1/20/17 20:39 ABL AEPA 1680

Report ID: 2202900 - 2/1/2017 Page 11 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 4

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900004

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:15

CntrMethod

Report ID: 2202900 - 2/1/2017 Page 12 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 5

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900005

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:20

CntrMethod

PCBs Total Polychlorinated Biphenyl

ND mg/kg 1.4 1/20/17 17:00 PDK 1/23/17 17:30 EGO ASW846 8082A

Aroclor-1016 ND mg/kg 1.4 1/20/17 17:00 PDK 1/23/17 17:30 EGO ASW846 8082A Aroclor-1221 ND mg/kg 1.4 1/20/17 17:00 PDK 1/23/17 17:30 EGO ASW846 8082A Aroclor-1232 ND mg/kg 1.4 1/20/17 17:00 PDK 1/23/17 17:30 EGO ASW846 8082A Aroclor-1242 ND mg/kg 1.4 1/20/17 17:00 PDK 1/23/17 17:30 EGO ASW846 8082A Aroclor-1248 ND mg/kg 1.4 1/20/17 17:00 PDK 1/23/17 17:30 EGO ASW846 8082A Aroclor-1254 ND mg/kg 1.4 1/20/17 17:00 PDK 1/23/17 17:30 EGO ASW846 8082A Aroclor-1260 ND mg/kg 1.4 1/20/17 17:00 PDK 1/23/17 17:30 EGO ASW846 8082A

Surrogate Recoveries Flag UnitsResults Limits Prepared By Analyzed By CntrMethod

Decachlorobiphenyls (S) 50 % 49 - 115 1/20/17 17:00 PDK 1/23/17 17:30 EGO ASW846 8082A Tetrachloro-m-xylene (S) 60 % 27 - 137 1/20/17 17:00 PDK 1/23/17 17:30 EGO ASW846 8082A

WET CHEMISTRY

Ammonia, Total (Moist Basis) 22.2 mg/kg 7.5 1/28/17 13:16 J1H 1/28/17 14:50 J1H AS4500NH3D Ammonia-nitrogen, Total 3120 mg/kg 1050 1/28/17 13:16 J1H 1/28/17 14:50 J1H AS4500NH3D Moisture 99.3 % 0.1 1/31/17 10:37 VKB AS2540G-11 Neutralization Potential %

CEC

ND % 21.3 1/31/17 17:00 NJA A1 AOAC 955.01

Nitrate/Nitrite-N ND mg/kg 1410 1/26/17 04:22 CHW 1/26/17 14:54 CHW A3300.0/9056A Phosphorus, Total 18900 mg/kg 6990 1/24/17 03:25 LJF 1/24/17 21:23 LJF AEPA 365.1 Tot. Kjeldahl Nitrogen,(Moist) 478 mg/kg 74.6 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Kjeldahl Nitrogen 67200 mg/kg 10500 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Solids 0.7 % 0.1 1/31/17 10:37 VKB AS2540G-11

METALS

Arsenic, Total ND mg/kg 17.6 1/26/17 10:20 TRR 1/27/17 07:56 TSS A2SW846 6010C Cadmium, Total ND mg/kg 4.4 1/26/17 10:20 TRR 1/27/17 07:56 TSS A2SW846 6010C Copper, Total 272 mg/kg 17.6 1/26/17 10:20 TRR 1/27/17 07:56 TSS A2SW846 6010C Lead, Total ND mg/kg 17.6 1/26/17 10:20 TRR 1/27/17 07:56 TSS A2SW846 6010C Mercury, Total ND mg/kg 1.8 1/25/17 12:15 AXC 1/26/17 10:23 MNP A1SW846 7471B Molybdenum, Total ND mg/kg 17.6 1/26/17 10:20 TRR 1/27/17 07:56 TSS A2SW846 6010C Nickel, Total 18.8 mg/kg 17.6 1/26/17 10:20 TRR 1/27/17 07:56 TSS A2SW846 6010C Potassium, Total 1400 mg/kg 440 1/26/17 10:20 TRR 1/27/17 07:56 TSS A2SW846 6010C Selenium, Total ND mg/kg 44.0 1/26/17 10:20 TRR 1/27/17 07:56 TSS A2SW846 6010C Zinc, Total 217 mg/kg 17.6 1/26/17 10:20 TRR 1/27/17 07:56 TSS A2SW846 6010C

Fecal Coliforms 30400 MPN/gram 281 1/18/17 23:31 ABL 1/20/17 20:39 ABL AEPA 1680

Report ID: 2202900 - 2/1/2017 Page 13 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 5

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900005

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:20

CntrMethod

Report ID: 2202900 - 2/1/2017 Page 14 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 6

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900006

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:25

CntrMethod

PCBs Total Polychlorinated Biphenyl

ND mg/kg 1.2 1/20/17 17:00 PDK 1/23/17 17:41 EGO ASW846 8082A

Aroclor-1016 ND mg/kg 1.2 1/20/17 17:00 PDK 1/23/17 17:41 EGO ASW846 8082A Aroclor-1221 ND mg/kg 1.2 1/20/17 17:00 PDK 1/23/17 17:41 EGO ASW846 8082A Aroclor-1232 ND mg/kg 1.2 1/20/17 17:00 PDK 1/23/17 17:41 EGO ASW846 8082A Aroclor-1242 ND mg/kg 1.2 1/20/17 17:00 PDK 1/23/17 17:41 EGO ASW846 8082A Aroclor-1248 ND mg/kg 1.2 1/20/17 17:00 PDK 1/23/17 17:41 EGO ASW846 8082A Aroclor-1254 ND mg/kg 1.2 1/20/17 17:00 PDK 1/23/17 17:41 EGO ASW846 8082A Aroclor-1260 ND mg/kg 1.2 1/20/17 17:00 PDK 1/23/17 17:41 EGO ASW846 8082A

Surrogate Recoveries Flag UnitsResults Limits Prepared By Analyzed By CntrMethod

Decachlorobiphenyls (S) 42.3 % 49 - 115 1/20/17 17:00 PDK 1/23/17 17:41 EGO ASW846 8082A Tetrachloro-m-xylene (S) 54.1 % 27 - 137 1/20/17 17:00 PDK 1/23/17 17:41 EGO ASW846 8082A

WET CHEMISTRY

Ammonia, Total (Moist Basis) 22.8 mg/kg 7.5 1/28/17 13:16 J1H 1/28/17 14:50 J1H AS4500NH3D Ammonia-nitrogen, Total 2900 mg/kg 955 1/28/17 13:16 J1H 1/28/17 14:50 J1H AS4500NH3D Moisture 99.2 % 0.1 1/31/17 10:37 VKB AS2540G-11 Neutralization Potential %

CEC

ND % 22.1 1/31/17 17:00 NJA A1 AOAC 955.01

Nitrate/Nitrite-N ND mg/kg 1270 1/27/17 03:26 CHW 1/27/17 13:19 CHW A3300.0/9056A Phosphorus, Total 16500 mg/kg 6270 1/24/17 03:25 LJF 1/24/17 21:23 LJF AEPA 365.1 Tot. Kjeldahl Nitrogen,(Moist) 336 mg/kg 73.9 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Kjeldahl Nitrogen 42800 mg/kg 9410 1/23/17 09:41 J1H 1/23/17 16:40 J1H AS4500NH3D Total Solids 0.8 % 0.1 1/31/17 10:37 VKB AS2540G-11

METALS

Arsenic, Total ND mg/kg 15.9 1/26/17 10:20 TRR 1/27/17 08:08 TSS A2SW846 6010C Cadmium, Total ND mg/kg 4.0 1/26/17 10:20 TRR 1/27/17 08:08 TSS A2SW846 6010C Copper, Total 277 mg/kg 15.9 1/26/17 10:20 TRR 1/27/17 08:08 TSS A2SW846 6010C Lead, Total ND mg/kg 15.9 1/26/17 10:20 TRR 1/27/17 08:08 TSS A2SW846 6010C Mercury, Total ND mg/kg 1.5 1/25/17 12:15 AXC 1/26/17 10:24 MNP A1SW846 7471B Molybdenum, Total ND mg/kg 15.9 1/26/17 10:20 TRR 1/27/17 08:08 TSS A2SW846 6010C Nickel, Total 17.4 mg/kg 15.9 1/26/17 10:20 TRR 1/27/17 08:08 TSS A2SW846 6010C Potassium, Total 1280 mg/kg 398 1/26/17 10:20 TRR 1/27/17 08:08 TSS A2SW846 6010C Selenium, Total ND mg/kg 39.8 1/26/17 10:20 TRR 1/27/17 08:08 TSS A2SW846 6010C Zinc, Total 231 mg/kg 15.9 1/26/17 10:20 TRR 1/27/17 08:08 TSS A2SW846 6010C

Fecal Coliforms 101000 MPN/gram 255 1/18/17 23:31 ABL 1/20/17 20:39 ABL AEPA 1680

Report ID: 2202900 - 2/1/2017 Page 15 of 17

ANALYTICAL RESULTS

1/18/2017 20:50Cell #1 Sample 6

Matrix: Solid

Parameters

Lab ID:

Sample ID:

2202900006

Results Units RDL Prepared By ByAnalyzedFlag

Date Collected:

Date Received:

1/18/2017 11:25

CntrMethod

Report ID: 2202900 - 2/1/2017 Page 16 of 17

PARAMETER QUALIFIERS

#Lab ID Analytical MethodSample ID Analyte

Due to sample matrix, this analyte was analyzed at a dilution and the detection levels adjusted accordingly.

2202900001 AOAC 955.01Cell #1 Sample 1 Neutralization Potential % CEC

Due to sample matrix, this analyte was analyzed at a dilution and the detection levels adjusted accordingly.

2202900002 AOAC 955.01Cell #1 Sample 2 Neutralization Potential % CEC

Due to sample matrix, this analyte was analyzed at a dilution and the detection levels adjusted accordingly.

2202900003 AOAC 955.01Cell #1 Sample 3 Neutralization Potential % CEC

Due to sample matrix, this analyte was analyzed at a dilution and the detection levels adjusted accordingly.

2202900004 AOAC 955.01Cell #1 Sample 4 Neutralization Potential % CEC

The recovery of the Matrix Spike (MS) associated to this analyte was outside of the established control limits.

2202900004 EPA 365.1Cell #1 Sample 4 Phosphorus, Total

Due to sample matrix, this analyte was analyzed at a dilution and the detection levels adjusted accordingly.

2202900005 AOAC 955.01Cell #1 Sample 5 Neutralization Potential % CEC

Due to sample matrix, this analyte was analyzed at a dilution and the detection levels adjusted accordingly.

2202900006 AOAC 955.01Cell #1 Sample 6 Neutralization Potential % CEC

Wednesday, February 01, 2017 2:56:19 PM

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

Submittals must be in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Vehicle Identification

Contractors shall label all vehicles with suitable identification, showing company name, address and current telephone numbers. For long term contracts exceeding six (6) months in length, the Contractor shall register vehicle with the BARC office 426A after coordinating with the Contracting Officer's Representative to receive a vehicle registration decal. The contractor shall perform the following in order to obtain a vehicle pass:

a. Contractor employee driving the vehicle must be badged through Building 724.

b. Contractor employee shall fill out a BARC Security Form and submit to the Government for certification.

c. The contractor shall take the certified form along with the vehicle registration, proof of insurance, a letter on company letterhead stating the company employee is allowed to operate the vehicle, photo ID, to Building 724 Vehicle Pass office to obtain the pass.

1.2.2 Contractor Personnel Identification

1.2.2.1 Contractor Personnel Security Check

All contractors, sub-contractors and employees are required to submit a completed Security Form after contract award and prior to commencing work. Contractor personnel must be a US Citizen or a documented legal resident alien. The contractor shall coordinate with the Contracting Officer's Representative to submit personnel information to the BARC security office. Any personnel that fail a background check shall not be permitted to enter the area and a replacement contractor employee must be submitted. Work shall not commence until all contractor employees assigned to work on the contract have passed the security check. Any new employees hired or assigned during the course of the contract must pass the security check prior to arriving on site.

1.2.3 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, SECTION 01 14 00 Page 1 correct and change the information contained in previous lists.

1.2.4 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.2.5 Working Hours

Work days shall start no earlier than 0730 hours and conclude no later than 1630 hours. The contractor's normal work schedule shall be submitted to the Contracting Officer prior to commencement of work.

1.2.6 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow…