TECHNICAL SPECIFICATIONS - richmondgov.comTECHNICAL SPECIFICATIONS TABLE OF CONTENTS DIVISION 1 – GENERAL REQUIREMENTS Pages Section 01110 – Summary of Work 01110-1 – 01110-10

DPU Standard

Table of Contents 00002-1 December 2019

TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS Pages

Section 01110 – Summary of Work 01110-1 – 01110-10

Section 01111 – Construction Manager and Engineer 01111-1 – 01111-2

Section 01250 – Change Order Procedure 01250-1 – 01250-4

Section 01290 – Measurement and Payment 01290-1 – 01290-10

Section 01310 – Coordination and Meetings 01310-1 – 01310-4

Section 01325 – Progress Schedule 01325-1 – 01325-12

Section 01330 – Submittals 01330-1 – 01330-10

Section 01335 – Limitations on Sequence of Construction 01335-1 – 01335-2

Section 01422 – References 01422-1 – 01422-8

Section 01450 – Quality Control 01450-1 – 01450-6

Section 01500 – Construction Facilities and Temporary Controls 01500-1 – 1500-12

Section 01740 – Cleaning 01740-1 – 01740-2

Section 01789 – Contract Close Out 01789-1 – 01789-8

Section 01900 – Special Project Provisions 01900-1 – 01900-4

DIVISION 2 – SITE WORK

Section 02000 – Removal and Disposal of Water Treatment Residuals 02000-1 – 02000-12

DIVISION 3 THROUGH 16 (NOT USED)

SUPPLEMENT A – Contract Drawings

SUPPLEMENT B – WTR Sampling Results

SUPPLEMENT C – Summary Sheet of Lagoon Residuals Removal since 2004

SUPPLEMENT D – Construction Site Safety Plan for Contractors Working on or near Hazardous

Conditions at the Water Purification Plant

SUPPLEMENT E – Manufacturer’s Certificate of Proper Installation

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Table of Contents 00002-2 December 2019

(NO TEXT FOR THIS PAGE)

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Summary of Work 01110-1 December 2016

SECTION 01110

SUMMARY OF WORK

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Definitions

B. Description of the Work

C. Plans and Specifications

D. Work Under Other Contracts

E. Contractor's Use of Site

F. Work Sequence

G. Owner Occupancy

H. Constraints

I. Time Provisions

J. Liquidated Damages

K. Protection

L. Boundaries

1.2 DEFINITIONS

A. In addition to the definitions included in the General Conditions of the Contract, the

following words and terms, or pronouns used in their stead, shall, wherever they

appear in this Contract, be construed as follows, unless a different meaning is clear

from the context:

1. "Agents" shall mean an authorized representative of the City including but not

limited to the Engineer, Construction Manager, and other firms and their

partners, principals, members, and employees acting directly or through duly

authorized representatives.

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2. "Contract Work" shall mean everything expressly or impliedly required to be

furnished and done by the Contractor by any one or more of the Contract parts

except Extra Work, as hereinafter defined; it being understood that, in case of

any inconsistency in or between any part or parts of this Contract, the

Construction Manager shall determine which shall prevail.

3. "Extra Work" shall mean work other than that required either expressly or

impliedly by the Contract in its present form.

4. "Specifications" shall mean all of the directions, requirements and standards of

performance applying to the work, as hereinafter detailed and designated as

such, or which may be issued in an addendum.

5. "Addendum" or "Addenda" shall mean the additional contract provisions issued

in writing by the Owner prior to the receipt of bids.

6. "Project" shall mean the entire improvement of which the work to be

constructed under this Contract forms a part.

7. "Site" shall mean the designated area upon or in which the Contractor's

operations are carried on and such other areas adjacent thereto as may be

required. "Site" areas may include lands owned by or leased by the Owner and

rights-of-way acquired for the construction of the project.

8. Whenever in the Contract the words "required", "permitted", "designated",

"prescribed", and words of like import are used, they shall imply the

requirement, permission, designation, or prescription of the Construction

Manager; and "approved", "acceptable", "satisfactory", "in the judgment of",

and words of like import shall mean approved by, or acceptable to, or

satisfactory to, or in the judgment of the Construction Manager.

9. “Date of substantial completion” shall be the date as certified by the

Construction Manager when the construction of the work or a specified part

thereof is sufficiently completed, in accordance with the Contract Documents,

so that the work or specified part may be beneficially occupied for the purposes

for which it was intended. Occupancy of individual structures, buildings,

facilities, or the like, being constructed under this contract, shall not constitute

Substantial Completion unless expressly provided for elsewhere in these

documents.

10. "Prevailing Standard Time" shall be construed as the time being observed in the

City of Richmond on the respective days bids are received or other documents

issued or signed, Eastern Standard Time in the winter and Eastern Daylight

Time in the summer.

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11. "Final Completion": Date of final completion shall be the date as certified by

the Construction Manager when the construction of the work is complete in

accordance with the Contract Documents, such that no further work remains to

be done at the site or otherwise. The certification of final completion shall serve

as the date when the Contractor has fulfilled all requirements for final payment

as described in the General Conditions of the Contract.

12. “Change Order” is a document which is signed by Contractor and Owner and

authorizes an addition, deletion or revision in the Work and/or adjustment in the

Contract Price or the Contract Time, issued on or after the Effective Date of the

Agreement.

13. “Claim” is a demand or assertion by Contractor for a specific adjustment of

Contract Price or Contract Time or both or other relief with respect to the terms

of the Contract.

14. “Construction Manager” is a person or entity designated as a construction

manager by Owner who provides professional management services, which

contribute to the control of time and the cost and quality of a public construction

project, and who performs those services concurrent with architectural and

engineering services rendered during the design and construction phase of the

Project. This term shall apply to the Owner when the Owner acts as its own

Construction Manager.

15. “Contract Price” are the moneys payable by Owner to Contractor for completion

of the Work in accordance with the Contract Documents as stated in the General

Conditions.

16. “Contract Time” are the number of days or dates stated in Agreement to; (i)

achieve Milestones, if any, and (ii) achieve Substantial Completion.

17. “Drawings” are that part of the Contract Documents prepared or approved by

Engineer which graphically shows the scope, extent, dimensions, location and

character of the Work to be performed by Contractor. Drawings may either be

bound in the same book as the balance of the Contract Documents or bound in

separate sets, and are a part of the Contract Documents, regardless of the

method of binding. Shop Drawings and other Contractor submittals are not

Drawings as so defined.

1.3 DESCRIPTION OF THE WORK

A. General: The Work to be done under this Contract includes the hydraulic dredging,

dewatering and disposal of Water Treatment Residuals (WTR) from the OWNER’s

Water Treatment Plant Residuals Lagoon (Lagoon), maintenance of 4 surface

containment booms, and maintenance along the berm between the lagoon and the pre-

sedimentation basin, maintenance along the eastern edge of the basins, maintenance of

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the dewatering pad and along the access road 100 feet west of the dewatering pad. The

anticipated total amount of WTR to be removed from the Lagoon is 8,000 dry tons.

The approximate maximum depth of the Lagoon is 15 feet.

B. The Work includes:

1. Removal and disposal of water treatment residuals (WTR) from the Residuals

Lagoon. The Contractor will be required to remove, dewater, haul, and dispose

of the WTR at an approved disposal or beneficial reuse site(s), in accordance

with all local, state, and federal requirements. It is the Contractor’s

responsibility to locate a suitable site(s) and to obtain all permits as required to

perform the Work, including permits as necessary for the selected disposal or

beneficial reuse site(s). The Contractor shall identify and obtain all permits,

easements, or agreements required for any part of the Work.

2. Maintenance of the berm between the Lagoon and the Basin, the area along the

floodwall on the east end of the Lagoon and Basin, the dewatering pad area, and

100 feet along the access road to the west of the dewatering pad to maintain

visibility for traffic. Maintenance activities include cutting grasses, cattails,

trees, and other vegetation to under 6-inches in height and removing the cuttings

from the site. The area to be maintained is approximately 2.1 acres.

Maintenance should occur as directed by CM and prior to each payment request

submission.

3. Maintenance of four permanent containment booms, as shown on the Drawings

and as specified herein. One containment boom is in the Pre-sedimentation

Basin, the North Raw Water Intake Basin, the South Raw Water Intake Basin,

and the Lagoon Decant/Overflow Structure.

4. Repairs to the dewatering pad including slope repairs, filling holes in pad and

releveling with stone, paving with asphalt, replacing the asphalt curb along the

edges of the pad, and installing a sump and drain line in the pad. These items

are to be installed prior to beginning the removal and disposal of water

treatment residuals and to be maintained throughout the duration of the project.

C. Implied and Normally Required Work: It is the intent of these Specifications to

provide the Owner with complete operable systems, subsystems and other items of

Work. Any part or item of Work which is reasonably implied or normally required to

make each installation satisfactorily and completely operable is deemed to be included

in the Work and the Contract Amount. All miscellaneous appurtenances and other

items of Work incidental to meeting the intent of these Specifications are included in

the Work and the Contract Amount even though these appurtenances may not be

specifically called for in these Specifications.

D. Quality of Work: Regard the apparent silence of the Contract Documents as to any

detail, or the apparent omission from them of a detailed description concerning any

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Work to be done and materials to be furnished as meaning that only the best general

practice is to prevail and that only materials and workmanship of the best quality are to

be used. Interpretation of these specifications will be made upon this basis.

E. Compliance with Laws: Comply with all local, State and Federal laws, rules,

ordinances and regulations applicable to this Contract and to the work done hereunder,

Obtain all permits, licenses or other authorization necessary for the prosecution of the

work. The costs for all such permits shall be included in the contract price and no

separate payment will be made therefore, except for permit fees paid by the City for

this project as noted in Section 01900.

1.4 PLANS AND SPECIFICATIONS

A. Plans

1. The Plans for the work to be done under this Contract bear the general title:

Water Treatment Plant Lagoon Residuals Removal – Phase V.

2. When obtaining data and information from the Plans, use figures in preference

to scaled dimensions, and large scale plans in preference to small scale plans.

B. Supplementary Plans

1. When, in the opinion of the Engineer, it becomes necessary to explain more

fully the work to be done or to illustrate the work further or to show any

changes which may be required, plans known as Supplementary Plans, with

specifications pertaining thereto, will be prepared by the Engineer and five

paper prints thereof will be given to the Contractor.

2. The Supplementary Plans shall be binding upon the Contractor with the same

force as the Contract Plans. Where such Supplementary Plans require either less

or more than the estimated quantities of work, credit to the Owner or

compensation therefore to the Contractor shall be subject to the terms of the

Agreement.

C. Contractor to Check Contract Plans and Data

1. Verify all dimensions, quantities and details shown on the Plans, Supplementary

Plans, schedules, Specifications or other data received from the Engineer, and

notify him of all errors, omissions, conflicts, and discrepancies found therein.

Failure to discover or correct errors, conflicts or discrepancies shall not relieve

the Contractor of full responsibility for unsatisfactory work, faulty construction

or improper operation resulting therefrom nor from rectifying such conditions at

his own expense.

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2. The Contractor will not be allowed to take advantage of any errors or omissions,

as full instructions will be furnished by the Engineer, should such errors or

omissions be discovered.

3. All schedules are given for the convenience of the Engineer and the Contractor

and are not guaranteed to be complete. The Contractor shall assume all

responsibility for the making of estimates of the size, kind, and quality of

materials and equipment included in work to be done under the Contract.

D. Unforeseen Physical Conditions

1. Promptly notify the Owner and the Construction Manager in writing of any

subsurface or latent physical conditions at the site or in an existing structure

differing materially from those indicated or referred to in the Contract

Documents. The Construction Manager will promptly review those conditions

and advise the Owner in writing if further investigation or tests are necessary.

Promptly thereafter, the Owner shall obtain the necessary additional

investigations and tests and furnish copies to the Construction Manager and the

Contractor.

2. If the Construction Manager finds that the results of such investigations or tests

indicate that there are subsurface or latent physical conditions which differ

materially from those intended in the Contract Documents, and which could not

reasonably have been anticipated by the Contractor, a Change Order shall be

issued incorporating the necessary revisions.

E. Specifications

1. It is hereby agreed that failure by the Contractor to advise his subcontractors

and suppliers of the necessity to review the Specifications as a whole, and not as

individual sections, to determine the work required or to be supplied, shall not

constitute a basis for a claim for additional compensation or an extension to the

Contract completion time.

F. Intent

1. All work called for in the Specifications applicable to this Contract, but not

shown on the Plans in their present form, or vice versa, shall be of like effect as

if shown or mentioned in both.

2. Work not specified in either the Plans or in the Specifications, but involved in

carrying out their intent or in the complete and proper execution of the work, is

required and shall be performed by the Contractor as though it were specifically

delineated or described.

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1.5 WORK UNDER OTHER CONTRACTS

A. Contractor will be responsible for coordinating with other projects on site during the

project.

1.6 CONTRACTOR'S USE OF SITE

A. In addition to the requirements of the General Conditions, limit use of site and

premises for work and storage to allow for the following:

1. Owner occupancy and access to operate existing facilities.

2. Coordination of site use with Construction Manager.

3. Responsibility for protection and safekeeping of products under this Contract.

4. Providing additional off site storage at no additional cost to Owner as needed.

B. Noise: Contractor’s use of site shall limit noise levels to comply with current City

code requirements and any other specified requirement.

1.7 WORK SEQUENCE

A. Construct Work in stages to accommodate Owner's use of premises during

construction period and in accordance with the limitations on the sequence of

construction specified. Coordinate construction schedules and operations with


B. Coordinate Work of all subcontractors.

1.8 OWNER OCCUPANCY

A. Owner will occupy premises during entire period of construction in order to maintain

normal operations. Cooperate with Owner's representative in all construction

operations to minimize conflict, and to facilitate Owner usage.

B. Conduct operations so as to inconvenience the general public in the least. Comply with

Owner’s request to minimize impacts to the general public.

1.9 CONSTRAINTS

A. The Contract Documents are intended to allow the Contractor flexibility in

construction of the Work, however, constraints described in Section 01335, Limitation

on Sequence of Construction shall apply.

PART 2 PRODUCTS

Not Used

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PART 3 EXECUTION

3.1 TIME PROVISIONS

A. Starting Work: Start Work within 10 days following the date stated in the Notice to

Proceed and execute with such progress as may be required to prevent delay to other

contractors or to the general completion of the project.

B. The Contract is a two-year contract. Fifty percent of the work shall be completed and

paid for in the first fiscal year of the Contract. The remaining fifty percent must be

completed by the end of the second year.

C. Unless the contract completion date is modified pursuant to the provisions of the

General Conditions, complete the work covered by this Contract in the number of

consecutive calendar days set forth in the Invitation for Bid. At all times, schedule and

direct the Work so that it provides an orderly progression to Substantial Completion

within the specified time for completion.

D. Milestone Dates: Complete the work no later than the dates given.

1. All Work and Contract Completion: Unless the date of completion is modified

pursuant to the General Conditions, all Work must be completed within the time

period set forth in the Invitation for Bid.

3.2 LIQUIDATED DAMAGES

A. It is agreed between the parties that time is of the essence of this Contract.

B. The amount per day set forth in the Invitation for Bid is hereby agreed upon as the

liquidated damages for each and every calendar day that the time consumed in

completing the work exceeds the time allowed in accordance with the following:

1. In the event that the date for Substantial Completion for all the work occurs

after the work as bid was to be complete or the date to which such date has been

modified by Change Order:

a. The Contractor agrees to pay the Owner liquidated damages, in the

amount per day set forth in the Invitation for Bid, for each calendar day

by which the Date of Substantial Completion exceeds the date work as

bid was to be complete or the date to which such date has been modified

by Change Order.

3.3 PROTECTION

A. During performance and until final acceptance, provide absolute protection of the

finished and unfinished work against any damage, loss, or injury. Take proper

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precaution to protect the finished work from loss or damage, pending completion and

the final acceptance of all the work included in the entire Contract. Such precaution

shall not relieve the Contractor from any and all liability and responsibility for loss or

damage to the work occurring before certification of final completion by the Owner.

Such loss or damage shall be at the risk of and borne by the Contractor, whether

arising from acts or omissions of the Contractor or others. In the event of any such loss

or damage, repair, replace, and make good the work without extension of time

therefor, except as may be otherwise specified.

B. The provisions of this subsection shall not be deemed to create any new right of action

in favor of third parties against the Contractor or the Owner.

3.4 BOUNDARIES

A. Confine equipment, apparatus, storage of materials, supplies and apparatus of

workmen to the limits indicated by law, ordinances, permits, shown on the Plans,

specified or direction of the Owner.

END OF SECTION

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DPU Standard

Construction Manager and Engineer 01111-1 December 2016

SECTION 01111

CONSTRUCTION MANAGER AND ENGINEER

PART 1 GENERAL


A. Definitions

1.2 DEFINITIONS

A. Whitman, Requardt & Associates, LLP, 9030 Stony Point Parkway, Suite 220,

Richmond, Virginia, 23235, (804) 272-8700 who is referred to in the Contract

Documents as the Engineer, has prepared the Contract Documents for this Project.

Whitman, Requardt & Associates, LLP shall have the duties and responsibilities as

set forth for the Engineer in the Contract Documents.

B. The Project will be administrated by Construction Manager (CM) that will be

assigned to this project by the City. The CM shall have the duties and

responsibilities as set forth in the General Conditions of the Contract for the

Engineer. The CM will work with the Engineer to resolve engineering questions

concerning the project.

C. The word “Engineer” in the Specifications (Division 1 through Division 17) shall

be replaced with “Construction Manager” except as noted in the following

example. The substitution of the word “Engineer” with “Construction Manager” is

based upon the responsibilities of the “Engineer” in that particular use. As an

example, if the intent is for the Contractor to provide notice to, or submit

information to, or coordinate with Engineer, (i.e. contract administration type

issues) then “Engineer” is to be replaced with “Construction Manager.” If the

intent is for the Engineer to approve substitutions, etc. (engineering type decisions)

then the word “Engineer” shall remain as “Engineer.”

D. The printing of the word “Engineer”, or any similar term, and the substitution of

“Construction Manager” shall not serve as justification for the Contractor not

following his contractual obligations. If there is any question or confusion as to

whether “Engineer” or “Construction Manager” is appropriate, then the Contractor

shall request the Construction Manager to make a formal determination.

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Construction Manager and Engineer 01111-2 December 2016

E. The Owner or Engineer will not normally have direct contact or communication

with the Contractor, his subcontractors or suppliers. All communication from the

Contractor to the Owner or Engineer shall be through the Construction Manager.

To assure continuity between all parties, any communication, oral or written,

between Contractor’s personnel and either the Owner’s operation or maintenance

personnel or Engineer’s technical staff shall be deemed unofficial and non-binding

unless such communication is directed through the Construction Manager.

END OF SECTION

DPU StandardChange Order Procedure 01250-1 April 2019

SECTION 01250

CHANGE ORDER PROCEDURE

PART 1 GENERAL


A. Changes in Construction

B. Extra Work

C. Emergency Work

D. Omitted Work

E. Change Order Procedure

1.2 CHANGES IN CONSTRUCTION

A. Construction Change Orders can be made to the Contract as described in the

General Conditions of the Contract.

1.3 EXTRA WORK

A. The Owner may at any time by a written order and without notice to the sureties

require the performance of such extra work as it may find necessary or desirable.

B. An order for extra work shall be valid only if issued in writing and signed by the

Owner, and the work so ordered shall be performed by the Contractor.

1.4 EMERGENCY WORK

A. In emergencies affecting the safety of persons or the Work or property at the site or

adjacent thereto, the Contractor, without special instruction or authorization from

the Owner is obligated to act at his discretion, to prevent threatened damage, injury

or loss. He will give the Owner prompt written notice of any significant changes in

the Work or deviations from the Contract Documents caused thereby. If the

Contractor believes that additional work done by him in an emergency which arose

from causes beyond his control entitles him to an extension of the Contract

Completion Date or an increase in the Contract Price, he may make a claim

therefor as provided in the General Conditions of the Contract.


1.5 OMITTED WORK

A. The Owner may at any time by a written order and without notice to the sureties

require the omission of such Contract work as it may find necessary or desirable.

B. An order for omission of work shall be valid only if signed by the Owner and the

work so ordered must be omitted by the Contractor. The amount by which the

Contract price shall be reduced shall be determined as follows:

1. By such applicable unit prices, if any, as are set forth in the Contract; or

2. By the appropriate lump sum price set forth in the Contract; or

3. By the fair and reasonable estimated cost to the Owner, in accordance with

the requirements of the General Conditions Section 5.4.1, Schedule of

Values or other proper costs and price documentation for any Omitted Work

as mutually agreed to by the Contractor and Construction Manager and

approved by the Owner.

1.6 CHANGE ORDER PROCEDURE

A. Initiation: Change order proposal

1. Initiated by Construction Manager or Owner: The Owner or the

Construction Manager may issue a Request for Proposal (RFP). The Request

will contain a description of the intended change with supplementary or

revised Drawings and Specifications as applicable and the projected time for

accomplishing the change.

2. Initiated by Contractor: The Contractor may propose a change in the work

by submittal of a Change Order Request (COR) to the Construction Manager

describing the proposed change with a statement of the reason for the

change and the effect on the contract time and price, along with supporting

documentation.

B. Execution of Change Order Proposal:

1. When a Proposal is requested for a change in the Work, the Contractor shall

submit his proposal within 14 days following receipt of the Request for

Proposal. The Proposal shall state the increase or decrease, if any, in the

Contract Period and/or Contract Sum.

2. The Contractor shall explain the proposal in as much detail as requested by

the Owner.

3. Any decrease in Contract Sum on account of omitted Work will include

appropriate amounts for profit and overhead.


4. The Owner and Construction Manager will review the Proposal and may

request additional information and documentation which the Contractor

shall provide promptly.

5. If the Owner decides to proceed with the change, it will issue a Change

Order for signature first by the Contractor and then by the Owner.

6. The Contractor will promptly complete the approved change in the Work on

receipt of the executed Change Order.

C. Costs: The cost of both additive and deductive changes in the Work shall be

determined, as follows:

1. Labor: Applied labor cost, crew foreman and general foreman performing

or directly supervising the Work on the Site. Also included are travel and

subsistence, but only in the extent incurred.

2. Insurance: Net premium for Worker's Compensation Insurance, taxes

pursuant to the Federal Social Security Act, payments required under State

and Federal unemployment laws.

3. Additional Materials: Necessary extra materials, delivered at the Site

including the actual cost of consumable supplies. Consumable supplies shall

not be determined by the percentage of cost basis.

4. Plant and Equipment: Rent for plant and equipment shall be at the rental

cost for rentals from an independent firm (i.e. a firm which is not owned in

whole or in part by the Contractor). If the equipment is owned by the

Contractor or rented from a firm in which the Contractor has an interest, the

rent shall be calculated in accordance with the applicable provisions and

terms of the current "Cost Reference Guide for Construction Equipment"

published by Dataquest based on the standard monthly rental rate.

5. Subcontractor Costs: Subcontractor's costs including subtier contractors

shall be determined by items 1 through 4 in the preceding subparagraphs.

Subcontractor overhead and profit shall be limited to the percentage

amounts stipulated in the bid regardless of the number of subtier

subcontractors.

6. Overhead and Profit: Plus percentage amounts stipulated in the bid.

7. During periods of downtime, the following conditions shall also apply:

a. Payment for equipment will be on the basis of a maximum 8-hour

period during each 24 hour period.


b. No overtime will be included.

c. No compensation for subsistence will be included.

d. The rate of overhead and profit will be 10 percent. for subcontractor labor and materials and 15% for contractor labor and material only.

e. No compensation for equipment overhaul, field repair and fuel expenses shall be included.

END OF SECTION

DPU Standard

Measurement and Payment 01290-1 November 2019

SECTION 01290

MEASUREMENT AND PAYMENT

PART 1 GENERAL


A. Measurement Authority

B. Schedule of Values

C. Application for Payment

D. Unit Quantities Specified

E. Schedule of Contract Items

F. Payment

G. Defect Assessment

H. Non-Payment for Rejected Products

1.2 MEASUREMENT AUTHORITY

A. Measurement: The Construction Manager will take all measurements and compute

quantities accordingly.

B. Assistance: Assistance to the Construction Manager in the form of necessary

equipment, and qualified personnel shall be provided by the Contractor as required for

taking measurements.

1.3 SCHEDULE OF VALUES

A. Approval of Schedule: Submit for approval a schedule of values for all the work

consistent with and generated from the cost loaded CPM schedule as indicated in

Section 01325.

B. Revisions: With each Application for Payment revise schedule to list approved

Change Orders.

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1.4 APPLICATION FOR PAYMENT

A. The Contractor shall submit to the Construction Manager an updated copy of the cost

loaded CPM schedule as a basis for monthly progress payments to the Contractor. This

updated schedule should be submitted to the Construction Manager on or before the

5th business day of the following month for the previous month.

B. When payment for stored materials is permitted, the Contractor shall submit with the

CPM schedule update a separate schedule for Materials Stored showing line item,

description, previous value received, value incorporated into the work and present

value. Accompanying paid invoices demonstrating proof of ownership shall be

provided in conjunction with any stored material for which the Contractor is

requesting payment.

C. The Construction Manager shall update the schedule based on the Contractor's status

provided in accordance with the schedule update requirements of Section 01325 and

prepare for the Contractor's signature a partial payment request consistent with the

earned value of work as determined by the monthly CPM schedule update.

D. The Contractor shall review and if acceptable execute the partial payment request by

signature of an authorized officer of the Contractor and return to the Construction

Manager for distribution to the Owner for payment. Should the Contractor disagree

with the partial payment request as presented by the Construction Manager, the

Contractor shall respond in writing giving reasons for the areas of disagreement.

E. Retainage from Partial Payments: Retainage in the amount of five (5) percent shall be

deducted from the partial payments as stipulated in the General Conditions of the

Contract and as shown on the Partial Payment Request form.

F. The Contract is a two-year contract. Fifty percent of the work shall be completed and

paid for in the first fiscal year of the Contract. The remaining fifty percent must be

completed by the end of the second year. The Contactor may proceed with

performing more than 50% of the work in the schedule of values in the first fiscal year;

however, the Contractor may not apply for more than 50% of the total bid price in the

first year. Any additional work performed beyond 50% may be billed for in the

second fiscal year. The Contractor may also elect to store equipment onsite if 50% of

the work is completed before the end of the first year, then resume work once the

second fiscal year begins.

1.5 UNIT QUANTITIES SPECIFIED

A. Quantities: Quantities and measurements indicated in the Proposal are for bidding and

contract purposes only. Quantities and measurements supplied or placed in the Work

and verified by the Construction Manager and recorded in his daily report shall

determine the payment.

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B. Actual Work: If the actual Work requires more or fewer quantities than those

quantities indicated, the required quantities shall be provided at the unit prices

contracted.

C. Units of Work: The intention of the unit prices is to provide a complete, functioning

unit which may include Work from several Specification Sections. All the Work which

is required or which can reasonably be inferred to be required in a unit price item to

deliver a complete, functioning unit shall be included.

1.6 SCHEDULE OF CONTRACT ITEMS

A. Contract Item 1: Mobilization and Demobilization

1. Description:

a. Under the Contract Item for Mobilization and Demobilization, the

Contractor shall provide all labor, services, specialists, material and

equipment for preparatory work and operations, including but not limited

to those necessary for the mobilizing and furnishing site equipment,

materials, supplies and incidentals; for the establishment of all offices,

buildings and other temporary facilities necessary for work on the

project; cost for prepaid bonds and insurance; and for all other work and

operations to be performed or costs incurred to begin work on the

various Contract Items.

b. The City reserves the right in case the Contractor defaults on the

Contract, to retain the use, or have used, the Contractor's plant,

equipment, tools, materials and other property for, and until, completion

of the work, in accordance with Section 7 of the General Conditions of

the Contract.

c. The Contractor is cautioned that the amount to be bid under this Contract

Item shall be as shown in the Bid Price Schedule.

2. Payment:

a. Cost of pre-paid bonds and insurance required for the Contract may be

reimbursed under this Contract Item. Proof of payment by the Contractor

for such bonds and insurance costs will be required if reimbursement is

requested prior to having 2 percent of the original Contract amount, less

the allowances, earned. The amount reimbursed for prepaid bonds and

insurance costs will be included as part of any mobilization payments

stipulated under the below listed terms and there will be no extra or

separate payment for these items.

DPU Standard


b. When the monthly progress payment estimate of the total amount earned,

not including the amount earned for mobilization, is 2 percent or more of

the original Contract amount, less the allowances, the total amount

earned for mobilization shall be 35 percent of the Contract Item price for

mobilization and this amount will be included in the monthly estimate for

payment.

c. When the monthly progress payment estimate of the total amount earned,

not including the amount earned for mobilization, is 5 percent or more of

the original Contract amount, less the allowances, the total amount

earned for mobilization shall be 70 percent of the Contract Item price for

mobilization and this amount will be included in the monthly estimate for

payment.

d. When the monthly progress payment estimate of the total amount earned,

not including the amount earned for mobilization, is 90 percent or more

of the original Contract amount, less the allowances, the total amount

earned for mobilization shall be 100 percent of the Contract Item price

for mobilization and this amount will be included in the monthly estimate

for payment.

B. Contract Item 2: Removal, hauling, and disposal of Lagoon Residuals

1. Description:

a. The Contractor shall provide all labor, materials, and equipment,

including but not limited to services necessary for or incidental to the

removal, dewatering, hauling and disposal of sediments from the

Residuals Lagoon.

2. Payment:

a. Payment for Lagoon WTR sediment removal, hauling, and disposal/reuse

will be based on the unit price per dry ton of total solids as stated in the

Bid Price Schedule. The unit prices listed in the Bid Price Schedule shall

be used for determining payment for WTR removal. The Contractor shall

perform dredging operations in any portion of the Lagoon as directed by

the CM. All costs for piping and booster pumping, if required, shall be

included in the unit prices listed in the Bid Price Schedule.

b. The OWNER shall perform all sampling and analyses required for

measurement of Work performed. The Contractor shall provide access to

the CM for the collection of representative samples of WTR being hauled

from the plant. WTR and sediment sampling and testing to determine

percent total solids content (%TS) will follow established laboratory

DPU Standard


procedures and testing as specified in the current edition of “Standard

Methods.” The CM will collect samples as needed.

c. The weight of WTR and sediment will be calculated on a per truckload

basis by the Contractor. The Contractor shall provide the weight of each

truck to the CM, and the CM shall conduct a visual inspection of each

truck as it is loaded and prior to leaving the site. The Contractor shall

weigh each truck at the plant site when empty and loaded. The

Contractor shall provide and use portable scales. The scales are to be

calibrated by the Contractor on a semi-annual basis. OWNER shall

approve vendor selected by the Contractor for scale calibration.

Contractor shall provide a written statement certifying calibration to the

CM. This shall be verified periodically at the OWNER’s direction to the

CM. Other means of determining the weight of WTR or sediment may

be proposed by the Contractor and requires approval by the CM.

d. The dry tonnage of WTR or sediment eligible for payment during any

period will be calculated as the sum of the dry tonnage disposed over the

Contract period. Dry tonnage will be calculated as the WTR or sediment

wet weight in each truckload multiplied by the %TS. Payment will be

determined according to the following payment formula:

[TW - EW] x C x %TS x UP = Payment to Contractor

Where:

TW = Weight of loaded truck (pounds)

EW = Weight of empty truck (pounds)

C = Conversion factor (C = 5 x 10-4)

%TS = Percent total solids as determined by the OWNER's

laboratory analysis

UP = Unit price from Bid Price Schedule (dollars per dry ton)

e. Solids Verification: If so desired, the Contractor may verify the

OWNER’s solids testing procedure through the use of an approved

independent laboratory. WTR or sediment sampling shall be arranged so

that split samples can be obtained at the same time by both the Contractor

and CM. Established sampling procedures (that is, storing, shipping, etc.)

shall be utilized to maintain the integrity of the samples. Given the

precision of the solids determination procedure, only solids content

values that deviate by more than 5 percent for the same split sample will

be taken into consideration when verifying the OWNER’s method. For

cases of greater than 5 percent variation in solids content for the same

split sample, the OWNER’s and Contractor’s values will be averaged and

the resultant mean will be used in determining the dry weight of WTR or

sediment removed for that day only.

DPU Standard


f. A manifest document will be provided the Contractor to accompany each

truckload from the Water Treatment Plant to the final disposal/reuse site.

The manifest will require the following information:

(1) Project name

(2) Driver's name

(3) Subcontractor name

(4) Truck ID number

(5) Load number

(6) Date and time of truckload

(7) Tare weight

(8) Fully loaded weight

(9) Sample number for percent solids

(10) Location of disposal site

(11) Contractor Superintendent’s signature

(12) CM Inspector’s signature

(13) Truck Driver’s signature

C. Contract Item 3: Vegetative Maintenance of Berm and Dewatering Pad Area

1. Description:

a. The Contractor shall provide all labor, materials, equipment, and

incidentals for maintenance of the berm between the Lagoon and the

Basin, the area along the floodwall on the east end of the Lagoon and

Basin, the dewatering pad area, and 100 feet along the access road to the

west of the dewatering pad to maintain visibility for traffic. Maintenance

activities include cutting grasses, cattails, trees, and other vegetation to

under 6 inches and removing the cuttings from the site. The area to be

maintained is approximately 2.1 acres. Monthly berm maintenance will

be performed at the discretion of the Construction Manager.

2. Payment:

a. Payment for Maintenance Activities shall be made on the frequency as

identified in the Bid Price Schedule, payable following performance of

the work. The unit prices listed in the Bid Price Schedule shall be used

for determining payment for Vegetative Maintenance.

D. Contract Item 4: Maintain Four Containment Booms

1. Description:


incidentals for the maintenance of four spill containment booms at

locations and of approximate lengths as summarized below and shown

on the Drawings.

DPU Standard


(1) Containment Boom #1: Pre-Sedimentation Basin, 600 foot length.

(2) Containment Boom #2: North Raw Water Intake Basin, 150 foot

length.

(3) Containment Boom #3: South Raw Water Intake Basin, 100 foot

length.

(4) Containment Boom # 4: Lagoon Decant/Overflow Structure, 140

foot length.

2. Payment:

a. Payment for Maintenance Activities shall be on a lump sum basis,

payable in full following completion of the work. The unit prices listed in

the Bid Price Schedule shall be used for determining payment for the

Containment Booms maintenance.

E. Contract Item 5: Repairs to Dewatering Pad Area

1. Description:


incidentals for repairs to the dewatering pad area. Repairs include slope

repairs, filling holes in pad and releveling with stone, replacing the

asphalt curb along the edges of the pad, and installing a sump and drain

line in the pad. These items are to be installed prior to beginning the

removal and disposal of water treatment residuals and to be maintained

throughout the duration of the project.

2. Payment:

a. Payment for Repair Activities shall be on a lump sum basis, payable in

full following completion of the work. The unit prices listed in the Bid

Price Schedule shall be used for determining payment for the Dewatering

Pad Repairs.

F. Contract Item 6: Site Access Delay

1. Description:

a. There is a possibility that the road access to the Lagoon could be blocked

for a work day by DPU or other DPU Contractors. Should road access to

work areas be blocked for a work day by DPU or other DPU Contractors,

as a result of other construction projects that may be in progress during

the Residuals Removal Project, the Contractor is entitled to be

reimbursed for the delay caused by blockage. Site Access Delay days

DPU Standard


shall be days that have a minimum road closure time of four consecutive

hours.

b. Road blockage to the east end of the Water Treatment Plant (left turn

upon crossing the concrete access bridge) shall not constitute a site

access delay, as access to the work areas can be made by making a right

turn upon crossing the concrete access bridge.

2. Payment: Payment for the delay caused by blockage shall be made with CM

approval. The unit price listed in the Bid Price Schedule shall be used for

determining payment for Site Access Delays.

G. Contract Item 7: Allowance for Additional Site Work

1. Description:

a. Construction conditions may require that changes be made in the location

and installation of the Work, materials to be furnished, and/or other

related Work to be performed hereunder. The CM shall provide the

Contractor with a Request for Proposal form, which shall be completed

by the Contractor within 30 calendar days. When the CM and Contractor

come to agreement on costs and time, the CM will issue a Work Order.

The Contractor, when provided a signed Work Order by the CM, shall

make such adjustments and changes.

b. Use of a part or all of the Allowance will be as approved by the

OWNER.

2. Payment: The Work shall be paid for out of the Allowance, for which

Contractor will receive compensation. See the Bid Price Schedule.

H. Contract Item 8: Allowance for Replacement of Four Containment Booms

1. Description:


incidentals for the installation of four spill containment booms at

locations and of approximate lengths as summarized below and shown

on the Drawings.

(1) Containment Boom #1: Pre-Sedimentation Basin, 600 foot length.

(2) Containment Boom #2: North Raw Water Intake Basin, 150 foot

length.

(3) Containment Boom #3: South Raw Water Intake Basin, 100 foot

length.

(4) Containment Boom # 4: Lagoon Decant/Overflow Structure, 140

foot length.

DPU Standard


2. Payment:

a. Payment for Installation Activities shall be on a lump sum basis, payable

in full following completion of the work. The unit prices listed in the Bid

Price Schedule shall be used for determining payment for the

Containment Booms installation.

I. Contract Item 9: Allowance for Additional Lagoon Residual Removal

1. Description:

a. The Contractor shall provide all labor, materials, and equipment,

including but not limited to services necessary for or incidental to the

removal, dewatering, hauling and disposal of additional sediments from

the Residuals Lagoon. All requirements set forth in Contract Item No. 2

will apply to this Contract Item.

b. Use of a part or all of the Allowance will be as approved by the

OWNER.

2. Payment: The Work shall be paid for out of the Allowance, for which

Contractor will receive compensation. The unit price listed in the Bid Price

Schedule for Contract Item No. 2 shall be used for determining payment for

additional lagoon residual removal.

1.7 PAYMENT

A. Payment Includes: Full compensation for all required labor, products, tools,

equipment, plant, transportation, services and incidentals; erection or application of an

Item of the Works, overhead and profit.

B. Final Payment: Final Payment for Work governed by unit prices will be made on the

basis of the actual measurements and quantities accepted by the Construction Manager

multiplied by the unit price for the Work which is incorporated in or made necessary

by the Work. Final payment will not be made until submission of Contractor’s as-built

drawings, all training has been completed and other items specified in Section 01789

have been completed.

1.8 DEFECT ASSESSMENT

A. Replace the Work, or portions of the Work, not conforming to the specified

requirements.

B. If, in the opinion of the Construction Manager, it is not practical to remove and replace

the Work, the Construction Manager will direct that the defective Work may remain or

DPU Standard


be partially replaced and the price will be adjusted to a new price at the discretion of

the Owner.

1.9 NON-PAYMENT FOR REJECTED PRODUCTS

A. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from the vehicle.

4. Products placed beyond the lines and grades of the required Work.

5. Contractor supplied products remaining on hand after completion of the Work.

6. Loading, hauling and disposing of rejected products.

B. Cost Loaded Schedule: No payment requests will be accepted until an approved Cost

Loaded Schedule of Values as described in Section 01325, 1.7 is received from the

Contractor. Payment requests will not be accepted until the Cost Loaded Schedule of

Values has been updated by the Contractor for work in place.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

DPU Standard

Coordination and Meetings 01310-1 June 2019

SECTION 01310

COORDINATION AND MEETINGS

PART 1 GENERAL


A. Coordination

B. Preconstruction Conference

C. Progress Meetings

1.2 COORDINATION

A. The Contractor shall keep the Construction Manager and the Owner fully advised

as to his plans for carrying out the work and obtain the Construction Manager's

approval for all phases of his operations as hereinafter specified.

B. Coordinate scheduling and submittals to assure efficient and orderly sequence of

delivery of Contract work.

C. In accordance with the requirements of section Progress Schedule, the Contractor

shall prepare and submit a comprehensive schedule of his proposed sequence of

construction included under this contract for review by the Construction Manager.

D. The schedule shall be arranged to complete the work in phases and permit

operation by the Owner of completed phases or parts thereof.

E. The Contractor is cautioned that his schedule for certain areas of the work may be

affected by work included under other Contracts. The Contractor shall coordinate

mobilization, hauling, and demobilization activities with all other contractors at the

WTP site and attend a monthly coordination meeting with the Construction

Manager.

F. Work on this Contract shall be coordinated with the work of other contracts. The

Contractor shall notify the Construction Manager of the Contractor's planned

procedures for each specific alteration of work which may effect work under other

contracts before the alteration begins. The Contractor shall not begin any alteration

until specific permission has been granted by the Construction Manager in each

case and shall provide the Construction Manager with sufficient advance notice as

not to impact the Contractor's schedule or the work of the other contracts.

DPU Standard


G. If it is necessary for the proper coordination and installation of work by Others, the

Contractor shall reschedule his operations so that his work will not conflict with

necessary operations of the other contracts. Such rescheduling shall not be cause

for a time extension except as provided for in the General Conditions of the

Contract.

H. The Construction Manager shall be the sole judge of when the Contractor's

operations are causing interference with, or delay to, the work or operations of

other contracts, and his orders and instructions shall be carried out without delay.

1.3 PRECONSTRUCTION CONFERENCE

A. General: Prior to commencement of Work at the Site, a Preconstruction

Conference shall be required. The meeting date shall be determined by the

Construction Manager. The Construction Manager will notify the attendees of the

meeting date.

B. Attendance: The conference shall be attended by the following:

1. The Contractor

2. The representatives of principal suppliers and manufacturers as appropriate

3. The Construction Manager and his resident project representative

4. The Authorized Representatives of the Engineer

5. The Authorized Representatives of the Owner

6. Governmental representatives as appropriate

7. Others, as requested by the Contractor, the Owner, or the Construction

Manager

C. Delineation of Responsibilities: The purpose of the conference is to designate

responsible personnel, to establish a working relationship among the parties and to

identify the responsibilities of the Owner, Construction Manager and the

Contractor. Matters requiring coordination will be discussed and procedures for

handling such matters, established. The agenda will include:

1. Start Work Date

2. Submittal Procedures

3. Partial Payment Procedures

4. Maintenance of Records

5. Contractor's Request for Clarification

6. Schedules, Sequences and Maintenance of Facility Operations

7. Safety and First Aid Responsibilities

8. Change Orders

9. Use of Site

10. Equipment Delivery

11. Site Access

12. Work Hours

13. Contractor Safety Plan

DPU Standard


14. Discussion of Shop Testing, Factory Testing, Functional Testing, and

Performance Testing Requirements

D. Chair and Minutes: The preconstruction conference will be scheduled and chaired

by the Construction Manager who will also arrange for the keeping and

distribution of minutes to all attendees.

1.4 PROGRESS MEETINGS

A. Meeting Frequency and Format: The Construction Manager shall schedule and

chair progress meetings. Progress Meetings shall be held once every two or four

weeks or more frequently as determined by the complexity of the Project at the

request of the Owner, Construction Manager, Engineer or Contractor. The

following topics will be reviewed at a minimum at each meeting: Distribution

Coordination, Shop Drawing Review, Requests for Clarification, Requests and

Proposals for Changes, Change Orders, Non-Conformance Notices, Progress and

Schedule, Quality Control, New Business, Shut Downs, Tie-ins and System

Impacts, Facility Outages, Permit and Inspection Status, Testing and Startup

Activities. The Contractor may invite suppliers and subcontractors as appropriate.

Minutes of the meeting will be maintained by the Construction Manager and

distributed to all parties. Draft meeting minutes shall be distributed to all parties

within seven calendar days after each meeting. The first Progress Meeting shall be

coordinated with all parties at the preconstruction conference.

B. Meeting Minutes Review: The Contractor, Engineer, and Owner shall review and

approve or propose additions or corrections to the draft meeting minutes within

seven calendar days after receiving the draft meeting notes. The Construction

Manager shall then proceed to finalize the meeting minutes and shall distribute

them to all parties.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

DPU Standard



DPU Standard

Progress Schedule 01325-1 June 2019

SECTION 01325

PROGRESS SCHEDULE

PART 1 GENERAL


A. Form of Schedules

B. Working Hours

C. Scheduling Responsibilities

D. Submittals

E. Network Requirements

F. Cost Loading

G. Progress of the Work

H. Schedule Updates

I. Causes for Extensions of Time

J. Abnormal Weather

K. Approval Requests

L. Adjustment by Owner

M. Failure to Adhere to Schedule

1.2 FORM OF SCHEDULES

A. Prepare schedules in the form of Critical Path Method (CPM) as described herein.

1. Provide separate CPM networks (subnetworks) of activities for each process

or facility.

2. Each subnetwork shall be assigned a code and separate activity numbering

series.

DPU Standard


3. Interrelationships between subnetworks and any individual activities shall be

identified.

1.3 WORKING HOURS

A. Work Hours: Perform work between 8:00 a.m. and 5:00 p.m. on weekdays only,

except for specified after hours work. Do not perform work on Saturday, Sundays,

City holidays, or between 5:00 p.m. and 8:00 a.m. without written permission of

Owner. Extraordinary noise such as driving sheeting shall only be permitted

between 9:00 a.m. and 4:00 p.m. Comply with working hour restrictions required

by City traffic engineering department. Production may only take place while

Construction Manager is onsite.

B. Holidays: The City observes a five-day work week and the following holidays:

New Year's Day; Martin Luther King's Birthday; Washington's Birthday; Good

Friday; Memorial Day; Independence Day; Labor Day; Veterans Day;

Thanksgiving Day; the Friday after Thanksgiving; Christmas Eve and Christmas

Day. The Contractor will not be permitted to work on these holidays unless

otherwise authorized by the Construction Manager.

C. Work After Hours: Night work may be established by Contractor as regular

procedure with written permission of Owner. Such permission, however, may be

revoked at any time by Owner if Contractor fails to maintain adequate equipment

and supervision for proper prosecution and control of work at night.

D. Written Requests for Work Outside of Normal Work Hours: Written requests for

work between 5:00 p.m. and 8:00 a.m. on weekdays, and for work on Saturday,

Sundays, and City holidays shall be made in writing at least two weeks prior to

needing the work outside of normal work hours. Written approval from the Owner

shall be obtained before any Work is conducted outside normal working hours.

E. The Owner will charge Contractor for costs of Owner’s, Construction Manager’s,

and Engineer’s personnel for work outside of normal work hours as described in

Paragraph D above. Costs will be charged as a Credit to the City on the next partial

payment credit. Cumulative costs will be included in a change order which will

show credit to the Owner. The Construction Manager will record Owner’s,

Construction Manager’s, and Engineer’s hours outside of normal work hours.

F. Emergencies: In case of an emergency which may require that work be done on

Saturdays, Sundays, holidays or longer than ten hours per day, the Contractor shall

request the permission of the Construction Manager to do so. If, in the opinion of

the Construction Manager, the emergency is bona fide, he will grant permission to

the Contractor to work such hours as may be necessary. Also, if in the opinion of

the Construction Manager, a bona fide emergency exists, he may direct the

Contractor to work such hours as may be necessary whether the Contractor

requests permission to do so or not.

DPU Standard


1.4 SCHEDULING RESPONSIBILITIES

A. The Critical Path Method type construction schedule will be used to monitor job

progress and as a means to make monthly payments to the Contractor except for

Stored Materials which will be made in accordance with Section 6 of the General

Conditions of the Contract. Be responsible for providing all information

concerning the sequencing, logic and durations of all activities as well as providing

the initial CPM logic network diagram and tabular report data. Once the initial

logic network diagram is accepted, be responsible for providing monthly update

information on logic changes, percent complete, actual start and finish dates, and

duration changes. The Contractor will not be required to produce the monthly

computerized printout of the schedule updates. The monthly updating and report

and plot generation will be performed by the Construction Manager using

information provided by the Contractor.

B. It should be clearly understood that the initial schedule and all update information

must be provided by the Contractor, and that this information is a representation of

the best efforts of the Contractor and his subcontractors as to how they envision

the work to be accomplished. Similarly, all progress information to be provided by

and through the Contractor must be an accurate representation of his, or his

subcontractor's, or supplier's actual performance. The schedule shall at all times

remain an accurate reflection of the Contractor's actual or projected sequencing of

work. Once accepted, adherence to the established CPM schedule shall be

obligatory upon the Contractor, and his subcontractors for the work under this

Contract. The Construction Manager may require the Contractor to revise the

schedule if, in his judgment, the schedule does not accurately reflect the actual

execution of the work, or is in violation of any provision of the CPM scheduling

requirements; and the Contractor shall revise the schedule as often as is necessary

to bring the course of performance of the work without additional cost to the

Owner.

1.5 SUBMITTALS

A. General: Provide all submittals, including the following, as specified in Division

1.

B. CPM Schedule:

1. Within fifteen (15) calendar days after Notice to Proceed, submit six (6)

prints of the proposed CPM network diagrams, tabular reports for the entire

Contract duration and include both procurement and construction activities.

Sort the tabular reports by total float and activity number. They shall also

contain a predecessor/successor resource loading report, and project

calendar. This logic diagram shall be drawn as described herein and will be

the subject of a schedule review meeting with the Contractor, the Owner,

and Owner's representatives within two (2) weeks of its submission.

DPU Standard


2. Submit network diagrams and reports, Microsoft Project or Primavera

schedules in digital format on CD.

3. If a review of the submitted CPM Schedule indicates a work plan which will

not complete the work within the Contract Time stated in the Contract,

revise the CPM Schedule as required and resubmit it until it is acceptable.

Failure to submit an acceptable schedule may, at the Owner's sole discretion,

be cause for the withholding of any partial payment(s) otherwise due under

the Contract.

4. Acceptance of the schedule shall not constitute a representation by the

Owner or Construction Manager that the work can be completed as shown

on the schedule.

C. Submittals Schedule:

1. In addition to the above scheduling requirements, submit a complete and

detailed listing of anticipated submittals during the course of the Contract.

Coordinate submittals with those of subcontractors and suppliers, and

identify each submittal as specified. Indicated the anticipated submission

date for each submittal along with the date on which its return is anticipated.

Review time for submittal shall be as provided for in Section 01330 -

Submittals. Durations shown for review shall be to share available float for

that path. Submittals and the review time, of which are on the critical path,

shall be clearly marked in red with the words "Critical Path" by the

Contractor at the time of submission.

2. Submit the Submittal Schedule within fifteen (15) working days from the

Notice to Proceed. The Submittal Schedule will then be accepted or revised

as required, and the Contractor will incorporate the dates and review

durations into his CPM Schedule.

1.6 NETWORK REQUIREMENTS

A. The network diagram shall show the interdependence of activities, and the

sequence in which the work is to be accomplished as planned by the Contractor.

The basic concept of the network analysis diagram is to show how the start of a

given activity is dependent on the completion of preceding activities, and its

completion restricts the start of succeeding activities. A time scaled precedence

format will be followed. The detailed network diagram will be time scaled

showing a continuous flow from left to right.

B. The Schedule Activities shall be developed into three major groups:

1. Procurement Activities: Procurement Activities shall include at a minimum:

a. Permits

DPU Standard


b. Easements

c. Program(s)

d. Submittal Items

e. Approval of Submittal Items

f. Fabrication and Delivery of Submittal Items

Permits, easements, and fabrication and delivery items shall be tied logically

to the correct construction activity in the overall CPM construction

schedule.

2. Construction Activities: Construction activities will be physical work

activities that describe how the job will be constructed.

3. Close-out: CPM activities for this group shall include all work required to

satisfy to appropriate specification sections and meet the requirements of

substantial and final completion.

C. Break the work into activities, with durations of one to twenty (1 to 20) working

days each, except for non-construction activities (such as procurement of materials

and delivery of equipment), and other activities which may require longer

durations. To the extent feasible, activities related to a specific physical area of the

project shall be grouped on the network for ease of understanding and

simplification. The selection and number of activities shall be subject to the review

of the Construction Manager.

D. Each activity on the network shall have indicated for it the following:

1. A single duration, no longer than 20 days (i.e., the single best estimate of the

expected elapsed time considering the scope of work involved in the

activity) expressed in working days. City holidays and weather delays shall

be included. One critical path shall be shown for the schedule.

2. An activity I.D. number will be assigned to each activity. The I.D. number

will be numeric with a maximum of ten (10) digits.

3. A brief description of the activity will be included. If this description is not

definitive, a separate listing of each activity and a descriptive narrative may

be required.

4. Each activity (except for procurement activities and unit price activities)

shall be cost loaded to indicate the total estimated costs of the activity. No

activity shall exceed $60,000 except if an equipment item. Material costs

shall be assigned to delivery activities.

5. Each construction activity shall be man-hour loaded with the estimated man-

hours to be expended on each activity.

DPU Standard


E. When preparing the CPM construction schedule, consider all construction

sequence and critical construction activities requirements.

F. Failure to include on a network any element of work required for the performance

of this Contract shall not excuse the Contractor from completing all work required

within the applicable Contract Time, notwithstanding Construction Manager's

network review.

G. A CPM schedule which shows a completion of any portion of the construction

work (not including testing and start-up) prior to the Contract Time dates may be

accepted but in no event shall be acceptable as a basis for a claim for delay against

the Owner by the Contractor.

H. The schedule calendar shall be a 5 day work week with holidays corresponding to

those observed by the City of Richmond's Department of Public Utilities.

1.7 COST LOADING

A. Schedule of Values:

1. Each activity for Work-in-Place on the construction schedule shall be

allocated a dollar value in accordance with paragraph 1.6.D.4 above. Each

activity's assigned cost shall consist of labor, equipment, and materials costs,

and a prorated contribution to overhead and profit. The sum of the activities

costs shall be equal to the total contract price. Activities not directly related

to Work-in-Place including Stored Materials, preparation and submittal of

Shop or Working Drawings, or other required submittal or equipment and

material procurement shall not be cost loaded. In submitting cost data the

Contractor certifies that they are not unbalanced, and that the value assigned

to each activity represents the Contractor's estimate of the actual costs of

performing that activity. The listing of cost loaded CPM activities will

become the Schedule of Values, and will serve as the basis for payments to

the Contractor for non-unit price items.

2. The accepted schedule of values shall represent a fair, reasonable and

equitable dollar cost allocation for each activity on the Contractor's

construction schedule.

B. Documentation: If it is determined that the cost data do not meet the requirements

for a balanced bid breakdown, provide documentation substantiating any cost

allocation on the cost data. Cost allocations shall be considered unbalanced if an

activity on the construction schedule has been assigned a disproportionate

allocation of direct costs, overhead and profit.

DPU Standard


1.8 PROGRESS OF THE WORK

A. The work shall be started on the date indicated in the Notice to Proceed and shall

be executed with such progress as may be required to prevent delay to other

contractors or to the general completion of the project. The work shall be executed

at such times and in or on such parts of the project, with such forces, material and

equipment, as to assure completion of the work in the time established by the

Contract. Additionally, schedule and direct the work so that it provides an orderly

progression of the work to completion within the specified Contract Time. Fifty

percent of the work shall be completed and billed for during the first year of the

contract and fifty percent shall be completed by the end of the two year contract.

B. Whenever it becomes apparent from the current monthly CPM Schedule update

that delays to the critical path have resulted; and these delays are through no fault

of the Owner, or Owner's representatives, and hence, that the Contract completion

date will not be met, or when so directed by the Construction Manager, take some

or all of the following actions at no additional cost to the Owner.

1. Increase construction manpower in such quantities and crafts as will

substantially eliminate the backlog of work.

2. Increase the number of working hours per shift; shifts per working day, or

days, per week; the amount of construction equipment; the forms for

concrete work; etc., or any combination of the foregoing to substantially

eliminate the backlog of work.

3. Schedule activities to achieve maximum practical concurrence of

accomplishment of activities, and comply with the revised schedule.

C. Submit for review a written statement of the steps to be taken to remove, or arrest

the delay to the schedule. If the Contractor fails to submit a written statement of

the steps he intends to take or fails to take such steps as required by the Contract;

the Owner may direct the level of effort in manpower and trades, equipment, work

schedule and overtime to remove or arrest the delay to the critical path in the

accepted schedule, and the Contractor shall promptly provide such level of effort at

no additional cost to the Owner. In addition, should schedule delays persist, the

Contractor's bond agent will be asked to attend meetings to update the schedule.

D. Failure of the Contractor to comply with the requirements of this provision shall

subject him to, at the Owner's sole discretion, withholding, in partial or in total,

payments otherwise due the Contractor for work performed under this Contract.

The Contractor agrees that any withholding of moneys is not a penalty for

noncompliance, but is an assurance for the Owner that funds will be available to

implement these requirements should the Contractor fail to do so, since failure of

the Contractor to comply with these requirements shall mean that the Contractor

failed to execute the work with such diligence as to ensure its completion within

the time for completion.

DPU Standard


1.9 SCHEDULE UPDATES

A. Monthly Meetings: A monthly Schedule Update Meeting will be held on the first

week of each month, at the construction site to review and update the CPM

Schedule for the previous month. The Schedule Update Meeting will be chaired by

the Construction Manager and attended by the Owner and the Contractor. Actual

progress of the previous month will be recorded and future activities will be

reviewed. The duration of activities and their logical connections may be revised

as needed. Decisions made at these meetings and agreed to by all parties are

binding with the exception that no contract completion dates will be modified

without formal written requests and acceptance as specified herein. In either case,

provide the following information for each update at a minimum:

1. Actual start and finished dates for all completed activities.

2. Actual start dates for all started but incomplete activities including

remaining durations and/or percent completes.

B. Withholding of Payments: Failure to provide specified updated information or

failure to attend progress meetings may result in the withholding of progress

payments.

1.10 CAUSES FOR EXTENSIONS OF TIME

A. The Contract completion time will be adjusted only for causes specified in this

Contract. In the event the Contractor requests an extension of any contract

completion date, he shall furnish justification and supporting evidence per the

General Conditions, and provide a detailed CPM Schedule delay analysis based on

the most current updated CPM Schedule. The Construction Manager will after

receipt of such justification and supporting evidence, make findings of fact and

will advise the Contractor in writing thereof. If the Construction Manager finds

that the Contractor is entitled to an extension of the Contract completion date

under the provisions of the Contract, the Construction Manager's determination as

to the total number of days extension shall be based upon the current accepted and

updated CPM schedule and on all data relevant to the extension. Such data shall be

included in the next monthly updating of the schedule. The Contractor

acknowledges and agrees that actual delays in activities, which according to the

CPM schedule, do not affect any contract completion date shown by the critical

path in the network, do not have any effect on the Contract completion date or

dates, and therefore will not be the basis for a change in Contract completion time.

1.11 ABNORMAL WEATHER

A. The Contract Period will be adjusted to account for unusually severe weather

conditions which prevent or inhibit the Contractor's performance of the Work and

lengthen the critical path indicated on the Schedule (such unusually severe weather

DPU Standard


conditions referred to herein as "Inclement Weather"). It is the intent of this

provision to offset the impact of Inclement Weather with unusually favorable

weather conditions which immediately precede and/or follow the occurrence of

Inclement Weather.

B. The Contractor shall notify the Construction Manager in writing of the occurrence

of Inclement Weather within two days after the onset of such Inclement Weather

and shall describe in reasonable detail the type of Inclement Weather encountered

by the Contractor and the Work thereby interfered with or interrupted.

C. This provision specifies the procedure for the determination of time extensions for

unusually severe weather. In order for the Construction Manager to award a time

extension under this clause, the following conditions must be satisfied:

1. The weather experienced at the project site during the contract period must

be found to be unusually severe, that is, more severe than the adverse

weather anticipated for the project location during any given month.

2. The unusually severe weather must actually cause a delay to the completion

of the project. The delay must be beyond the control and without the fault or

negligence of the Contractor.

D. Schedule: The following Schedule of Monthly Anticipated Adverse Weather

Delays is based on National Oceanic and Atmospheric Administration (NOAA) or

similar data for the project location and will constitute the base line for monthly

weather time evaluations. The Contractor's progress schedule must reflect these

anticipated adverse weather delays in all-weather dependent activities.

SCHEDULE OF MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

City of

Richmond10 9 9 6 8 7 8 7 6 5 7 9

E. Records: Upon acknowledgement of the Notice to Proceed and continuing

throughout the contract, the Contractor will record daily, and submit to the

Construction Manager, the occurrence of adverse weather and resultant impact to

normally scheduled work. Actual adverse weather delay days must prevent work

on critical activities for 50 percent or more of the Contractor's scheduled work day.

F. Impacted Days: The number of actual adverse weather days shall include days

impacted by actual adverse weather (even if adverse weather occurred in previous

month), be calculated chronologically from the first to the last day in each month,

and be recorded as full days. If the number of actual adverse weather delay days

exceeds the number of days anticipated in the Schedule of Monthly Anticipated

Adverse Weather Delays, above, the Construction Manager will convert any

DPU Standard


qualifying delays to calendar days, giving full consideration for equivalent fair

weather work days, and issue a modification in accordance with Section 01250 -

Change Order Procedure.

G. CONTRACTOR shall be responsible for providing the necessary provisions to

maintain operations during cold weather conditions, as may be required. OWNER

shall not be responsible for any delays or additional costs associated with cold

weather operations.

1.12 APPROVAL REQUESTS

A. From time to time, as the work progresses and in the sequence indicated by the

accepted progress schedule, the Contractor must submit to the Construction

Manager a specific request, in writing, for each item of information or approval

required of him by the Contract. These requests must be submitted sufficiently in

advance of the date upon which the information or approval is actually required by

the Contractor to allow for the time the Construction Manager may take to act

upon such submissions or resubmissions.

B. The Contractor shall not have any right to an extension of time on account of

delays due to his failure to submit his requests for the required information or the

required approval in accordance with these requirements.

1.13 ADJUSTMENT BY OWNER

A. From time to time it may be necessary for the Contract schedule and/or Contract

Times to be adjusted by the Owner due to the effects of job conditions, acts or

omissions of other contractors not directly associated with this contract, weather,

technical difficulties, strikes, unavoidable delays on the part of the Owner or his

representatives, and other enforceable conditions which may indicate schedule

adjustments and/or completion time extension. Under such conditions, the

Construction Manager shall direct the Contractor to reschedule the work to reflect

the changed conditions, and the Contractor shall revise his schedule accordingly.

Schedule extensions affecting the Contract Times shall be granted only by the

Owner in writing. It is specifically pointed out that the use of available total float

in the CPM schedule may be used by the Owner and his representatives, as well as,

by the Contractor.

B. Without obligation to extend the Contract Times or any intermediate completion

dates set out in the CPM network, the Owner may initiate changes to the Contract

work that absorb float time only. Owner-initiated changes that affect the critical

path on the CPM network shall be the sole grounds for extending or shortening the

Contract Times. Contractor initiated changes that encroach on the float time,

identified in the CPM network, may be accomplished with the Owner's

concurrence. Such changes, however, shall give way to Owner-initiated changes

competing for the same float time.

DPU Standard


1.14 FAILURE TO ADHERE TO SCHEDULE

A. If the Contractor fails to adhere to the schedule, the City may withhold partial

payments until such time as the Work is at least within 90% of the projected

schedule in accordance with the General Conditions of the Contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

DPU Standard



DPU Standard

Submittals 01330-1 June 2019

SECTION 01330

SUBMITTALS

PART 1 GENERAL


A. Description of Requirements

B. Submittal Procedures

C. Specific Submittal Requirements

D. Action on Submittals

E. Approval by the Contractor

F. Review of Shop Drawings by the Construction Manager and Engineer

G. Resubmittals

H. Forms

1.2 DESCRIPTION OF REQUIREMENTS

A. This section specifies procedural requirements for Shop Drawings, product data,

samples, and other miscellaneous Work-related submittals.

B. Electronic Submittals: Submittals and other documents shall be made in

electronic, PDF, format to the Construction Manager.

1. Additional hard paper copies of pages larger than 11x17 inches shall be

submitted and include eight (8) copies which shall be in addition to the one

(1) electronic copy.

2. Detailed procedures for handling electronic submittals will be discussed at

the preconstruction conference.

3. Submittals will be returned to the Contractor from the Construction Manager

in electronic format.

C. Procedures concerning items such as listing of manufacturers, suppliers,

subcontractors, construction progress schedule, schedule of Shop Drawing

DPU Standard


submissions, bonds, payment applications, insurance certificates, and schedule of

values are specified elsewhere.

D. Work-Related Submittals:

1. Shop Drawings: Includes technical data and drawings specially prepared for

this Project, including fabrication and installation drawings, software

programming, diagrams, actual performance curves, data sheets, schedules,

templates, patterns, reports, storage instructions, design mix formulas,

measurements, and similar information not in standard printed form.

a. Standard information prepared without specific reference to the

Project is not considered a Shop Drawing.

2. Product Data: Includes standard printed information on manufactured

products, and systems that has not been specially prepared for this Project,

including manufacturer's product specifications, equipment storage,

handling and installation instructions, catalog cuts, standard wiring

diagrams, printed performance curves, mill reports, standard color charts,

and recommended spare parts.

3. Samples: Includes both fabricated and manufactured physical examples of

materials, products, and units of work, partial cuts of manufactured or

fabricated work, swatches showing color, texture, and pattern, and units of

work to be used for independent inspection and testing.

4. Miscellaneous Submittals: Work-related submittals that do not fit in the

previous categories, such as guarantees, warranties, certifications,

experience records, maintenance agreements, Operating and Maintenance

Manuals, workmanship bonds, survey data and reports, physical work

records, quality testing and certifying reports, copies of industry standards,

record drawings, field measurement data, and similar information, devices,

and materials applicable to the Work.

1.3 SUBMITTAL PROCEDURES

A. Scheduling:

1. Submit for approval, a preliminary schedule of shop drawings and samples

submittals, in duplicate, within 15 days after the date stated as the date to

proceed at the Preconstruction Conference.

2. Prepare and transmit each submittal to Construction Manager sufficiently in

advance of scheduled performance of related work and other applicable

activities. Allow a minimum of 14 days for Construction Manager and

Engineer's review of normal submittals and all of a minimum of 30 days for

Engineer's review of software programming submittals.

DPU Standard


B. Coordination:

1. Coordinate preparation and processing of submittals with performance of

work. Coordinate each submittal with other submittals and related activities

such as testing, purchasing, fabrication, delivery, and similar activities that

require sequential activity.

2. Coordinate submission of different units of interrelated work so that one

submittal will not be delayed by Construction Manager and Engineer's need

to review a related submittal. Construction Manager and Engineer may

withhold action on any submittal requiring coordination with other

submittals until related submittals are forthcoming.

C. Submittal Preparation:

1. Stamp and sign each submittal certifying to review of submittal, verification

of products, coordination of information within submittal with requirements

of the Work and the Contract Documents, and verification that product will

fit in space provided.

2. Stock or standard drawings will not be accepted for review unless full

identification and supplementary information is shown thereon in ink or

typewritten form.

3. A submittal shall not encompass more than one paragraph of the

Specifications.

4. Submit one (1) electronic copy and eight (8) hard copies of all pages larger

than 11x17 niches for all submittals and resubmittals accompanied by a

letter of transmittal. The form of the letter of transmittal which shall be used

is as shown at the end of this section. The letter of transmittal shall contain

the following information.

a. Identification of the Contractor, subcontractor or supplier.

b. Project title, project number and division, and contract number.

c. Submittal number comprised of specification chapter number,

paragraph number and suffix.

d. Drawing sheet, and detail number as appropriate.

e. Contractor's stamp or certification the products have been reviewed

and are in accordance with the requirements of the Work and the

Contract Documents.

DPU Standard


f. Listing of variations from Contract Documents and any limitations

which may be detrimental to the Work.

5. Shop Drawing Numbering:

a. All shop drawing submittals shall be numbered as follows:

(A) - (B) __

(Specification Section No.) (Consecutive No. / Submittal Rev.)

where:

(A) = Specification Section Number

(B) = Consecutive submittal number for the specification

section number listed in (A) with an alphabetic suffix

identifying the revision number.

Example: 01300-001A - indicates the initial submission

of submittal number 001 for

Specification Section 01300.

01300-001B - indicates the first revision of

submittal number 001 for

Specification Section 01300.

01300-002A - indicated the initial submission

of submittal number 002 for

Specification section 01300.

b. When an item is resubmitted for any reason, transmit under a new

letter of transmittal and with the same submittal number indicated

revised by an alphabetic suffix. List the previous transmittal number

and date.

D. Resubmittal Preparation:

1. Comply with the requirements described in Submittal Preparation. In

addition:

a. Make any corrections or changes in submittals required by

Construction Manager and Engineer's notations on returned submittal.

DPU Standard


b. Respond to Engineer's notations:

(1) On the transmittal or on a separate page attached to

Contractor's resubmission transmittal, answer or acknowledge

in writing all notations or questions indicated by Construction

Manager and Engineer on Construction Manager and

Engineer's transmittal form returning review submission to

Contractor.

(2) Identify each response by question or notation number

established by Construction Manager and Engineer.

(3) If Contractor does not respond to each notation or question,

resubmission will be returned without action by Construction

Manager and Engineer until Construction Manager and

Contractor provides a written response to all Engineer's

notations or questions.

1.4 SPECIFIC SUBMITTAL REQUIREMENTS

A. Specific submittals required for individual elements of work are specified in the

individual Specification sections. Except as otherwise indicated in Specification

sections, comply with requirements specified herein for each indicated type of

submittal.

B. Shop Drawings:

1. Submit newly prepared information, with graphic information at accurate

scale. Indicate name of manufacturer or supplier (firm name). Show

dimensions and clearly note which are based on field measurement; identify

materials and products which are included in the Work; identify revisions.

Indicate compliance with standards and notation of coordination

requirements with other work. Highlight, encircle or otherwise indicate

variations from Contract Documents or previous submittals.

2. Include on each drawing or page:

a. Submittal date and revision dates.

b. Project name, division number and descriptions.

c. Detailed specifications section number and page number.

d. Identification of equipment, product or material.

e. Name of Contractor and Subcontractor.

DPU Standard


f. Name of Supplier and Manufacturer.

g. Standards or Industry Specification references.

h. Identification of deviations from the Contract Documents.

i. Contractor's stamp, initialed or signed, dated and certifying to review

of submittal, certification of field measurements and compliance with

Contract.

j. Physical location and location relative to other connected or attached

material at which the equipment or materials are to be installed.

3. Distribution:

a. Do not proceed with fabrication of equipment until copy of applicable

product data showing only approved information is in possession of

installer.

C. Miscellaneous Submittals:

1. Inspection and Test Reports:

a. Classify each inspection and test report as being either "Shop

Drawings" or "product data", depending on whether report is specially

prepared for Project or standard publication of workmanship control

testing at point of production. Process inspection and test reports

accordingly.

2. Guarantees, Warranties, Maintenance Agreements, and Workmanship

Bonds:

a. Refer to Specification sections for specific requirements. Submittal is

final when returned by Construction Manager marked "Approved" or

"Approved as Noted".

b. Provide copies where required for maintenance data.

3. Certifications:

a. Refer to Specification sections for specific requirement on submittal

of certifications. Certifications are submitted for review of

conformance with specified requirements and information. Submittal

is final when returned by Construction Manager marked "Approved".

Include copies of all certifications in the Operation and Maintenance

Manual.

DPU Standard


4. Closeout Submittals:

a. Refer to Specification sections and section titled "Contract Close Out"

for specific requirements on submittal of closeout information.

D. General Distribution:

1. Unless required elsewhere, provide distribution of submittals to

subcontractors, suppliers, governing authorities, and others as necessary for

proper performance of work.

1.5 ACTION ON SUBMITTALS

A. Engineer's Action:

1. General: Except for submittals for record and similar purposes, where

action and return on submittals are required or requested, Engineer will

review each submittal, mark with appropriate action, and return. Where

submittal must be held for coordination, Engineer will also advise

Contractor without delay. Engineer will review each submittal with uniform,

self-explanatory action, appropriately marked on the submittal transmittal

form.

2. Action:

a. Approved: Where submittals are marked "Approved", Work covered

by submittal may proceed provided it complies with contract

documents. Acceptance of Work will depend upon that compliance.

b. Approved Subject to Corrections Noted: When submittals are marked

"Approved Subject to Corrections Noted", Work covered by submittal

may proceed provided it complies with both Engineer's notations or

corrections on submittal and with Contract Documents. Acceptance of

Work will depend on that compliance.

c. Revise and Resubmit: When submittals are marked "Revise and

Resubmit", do not proceed with Work covered by submittal. Do not

permit Work covered by submittal to be used at Project site or

elsewhere where Work is in progress. Revise submittal or prepare

new submittal in accordance with Engineer's notations in accordance

with this section. Resubmit submittal without delay. Repeat if

necessary to obtain different action marking. Any additional time

necessary to make corrections to the submittals, or loss of materials,

equipment and time of manufacturing, or labor costs, or any other

costs of any nature as a direct consequence of the non-conformity of

the Contractor's document or non-compliance with the specifications,

DPU Standard


shall not be cause for extension of contract time or increase to the

Contract cost.

d. Not Reviewed: Submittals marked “Not Reviewed” are not needed

and is being returned without being reviewed.

e. For Information Only: Submittals marked "For Information Only" do

not require further action unless noted otherwise on submittal. Such

submittals include guarantees, warranties, maintenance agreements,

workmanship bonds, and calculations by a licensed professional

engineer.

1.6 APPROVAL BY THE CONTRACTOR

A. The Contractor shall check and approve all shop drawings before transmitting

them to the Construction Manager to determine that they comply with the

requirements of the Contract Documents. Drawings which are not complete or not

in compliance with the Contract Documents shall not be submitted. All shop

drawing submittals, regardless of origin, shall be stamped with the approval of the

Contractor and identified with the Contractor's name and references to applicable

specification paragraphs and Contract Drawings. Each shop drawing submittal

shall indicate the intended use of the item in the Work. When catalog pages are

submitted, applicable items shall be clearly identified. The current revision, issue

number, and date shall be indicated on all shop drawings and other descriptive

data. The Contractor's stamp of approval shall constitute a representation to the

Owner, the Construction Manager, and the Engineer that the Contractor accepts

full responsibility for determining and verifying all quantities, dimensions, field

construction criteria, materials, catalog numbers, and similar data; that he has

reviewed or coordinated each submittal with the requirements of the Work and the

Contract Documents; and that the submittal fully meets the requirements of the

Contract Documents.

1.7 REVIEW OF SHOP DRAWINGS BY THE CONSTRUCTION MANAGER

AND ENGINEER

A. Deviations from Contract Requirements: If the shop drawings show deviations

from the Contract requirements, the Contractor shall make specific mention thereof

as previously specified in this Section. Review of such submittals shall not

constitute approval of the deviation unless the deviations are identified. Review of

the shop drawings shall constitute review of the subject matter thereof only and not

of any structure, material, equipment, or apparatus shown or indicated. Such

submittals shall, as pertinent to the deviation, indicate essential details of all

changes proposed by the Contractor (including modifications to other facilities that

may be a result of the deviation) and all required piping and wiring diagrams, all in

accordance with the General Requirements.

DPU Standard


B. Completeness of Shop Drawings: The Contractor shall accept full responsibility

for the completeness of each submittal, and, in the case of a resubmittal, shall

verify that all exceptions previously noted by the Engineer have been taken into

account. Costs associated with the review by the Engineer of any third and

subsequent submittals shall be borne by the Contractor which may be deducted

from any progress payments due the Contractor by the Owner.

C. Accuracy of Drawings: The review of shop drawings will be general and shall not

relieve the Contractor of responsibility for the accuracy of such drawings, or for

the furnishing of materials or Work required by the Contract and not indicated on

the shop drawings. Approval is intended on for compliance with the information

given in the Contract Documents. The Contractor is also responsible for

information that pertains solely to the fabrication processes.

1.8 RESUBMITTALS

A. Resubmittals Within 20 Days: Resubmittals shall be made within 20 days of the

date of the Construction Manager transmittal returning the material to be modified

or corrected, unless within 7 days the Contractor submits an acceptable request for

an extension of the stipulated time period, listing the reasons the resubmittal

cannot be completed within that time.

B. Additional Resubmittals: Any need for more than one resubmittal or any other

delay in obtaining the Engineer's review of submittals will not entitle the

Contractor to an extension of time unless a delay of the Work is directly caused by

an authorized change in the Work or by the Engineer's failure to return any

submittal.

1.9 FORMS

A. An example of the Contractor Submittal Form is furnished at the end of this

section and will be provided to the Contractor in electronic format.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DPU Standard


CONTRACTOR'S SUBMITTAL TRANSMITTAL FORM

TO: SITE:

PROJECT NAME:

SPEC. REF. NO.

ATTN: PLAN REF. NO.

SYSTEM:

FROM: SUBCONTRACTOR:

SUPPLIER:

DATE:

1. The following submittals are forwarded for your review:

No. of

Repros/CopiesManufacturer Description Dwg. No. Date

/

/

/

/

/

2. Will item submitted for review fit in space

provided in the Contract Documents? ______ Yes ______ No

3. Has work indicated in this submittal been

coordinated with all trades: ______ Yes ______ No

4. Is work by all trades being provided as

necessary to accommodate this submittal? ______ Yes ______ No

5. Contractor has approved submittal and has

affixed his certification stamp? ______ Yes ______ No

6. Contractor's description and justification for deviations from Contract Documents. (Use additional

sheet, if necessary)

7. Remarks:

Signature:

END OF SECTION

DPU Standard

Limitations on Sequence of Construction 01335-1 June 2019

SECTION 01335

LIMITATIONS ON SEQUENCE OF CONSTRUCTION

PART 1 GENERAL


A. Operation of Existing Facilities

B. Limitations of Sequence of Construction

1.2 RELATED SECTIONS

A. Section 01325 - Progress Schedule

1.3 OPERATION OF EXISTING FACILITIES

A. The work shall be so conducted that the existing facilities will be maintained in full

operation at all times except for operation interruptions provided for under this section.

B. The Contractor shall keep the Construction Manager fully advised as to his plans for

carrying out the work and obtain the Construction Manager's approval for all phases of

his operations as hereinafter specified.

C. It is mutually agreed that the existing facilities shall not be shut down.

D. Any temporary structures, connections, piping, and other work necessary to maintain

service during the construction period shall be made as a part of the work.

E. All work shall be performed to avoid damage to existing structures and equipment.

Before starting work on any modifications to existing facilities, the Contractor shall

submit a schedule to the Construction Manager for approval, comprising a detailed

sequence of operations for these modifications which demonstrates that operation of

these existing facilities will be maintained. All construction shall be in accordance with

the approved schedule. At no time shall the service performed by any operating

system, pipeline, equipment or structures be interrupted from providing its intended

operation, function and service without specific prior approval of the Construction

Manager.

F. Temporary facilities and equipment shall be provided as required and directed to

maintain pipelines, equipment, systems, processes, auxiliaries, appurtenances and

structures in service. Any temporary work not required after completion of the work

shall be promptly removed.

DPU Standard

Limitations on Sequence of Construction 01335-2 June 2019

G. All costs associated with maintaining the existing facilities in operation shall be

included in the lump sum Contract Item for Structures and Equipment and no separate

payment will be made therefore.

1.4 LIMITATIONS ON SEQUENCE OF CONSTRUCTION

A. In accordance with the requirements of Section 01325, Progress Schedule, the

Contractor shall prepare and submit a comprehensive schedule of his proposed

sequence of construction for review by the Construction Manager.

B. The Contractor is cautioned that his schedule for certain areas of the work may be

affected by work included under the other Contracts. Refer to Section 01310 -

Coordination and Meetings.

C. Work on this Contract shall be coordinated with the operation of the facilities. The

Contractor shall notify the Construction Manager of the Contractor's planned

procedures for each specific alteration of existing facilities before the alteration begins.

The Contractor shall not begin any alteration until specific permission has been

granted by the Construction Manager with sufficient advance notice as not to impact

the Contractor's schedule. The making of connections to existing facilities or other

operations that interfere with the operation of the existing equipment shall be

completed as quickly as possible and with as little delay as possible.

D. Authorized Owner personnel will perform all changes to the operational functions of

the existing facilities identified as necessary to facilitate the Work of the Contractor.

E. If it is necessary for proper operation or maintenance of the facilities, the Contractor

shall reschedule his operations so that his work will not conflict with necessary

operation or maintenance of the Water Treatment Plant. Such rescheduling shall not be

cause for a time extension except as provided for in the General Conditions.

F. The Contractor shall maintain safe passage through all access roads to the existing

facilities and to all parts of the existing Water Treatment Plant. Travel routes in the

plant are at the discretion of the City and may be altered at any time.

G. The Construction Manager shall be the sole judge of when the Contractor's operations

are causing interference with the existing facilities operations, and his orders and

instructions shall be carried out without delay.

H. The Construction Manager shall be the sole judge of when the Contractor's operations

are causing interference with the existing facilities operations, and his orders and

instructions shall be carried out without delay.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

DPU Standard

References 01422-1 June 2019

SECTION 01422

REFERENCES

PART 1 GENERAL


A. Reference Abbreviations

B. Abbreviations

C. Reference Standards

D. Definitions


A. Information provided in this section is used where applicable in individual

Specification Sections, Divisions 1 through 16.

1.3 REFERENCE ABBREVIATIONS

A. Reference to a technical society, trade association or standards setting

organization, may be made in the Specifications by abbreviations in accordance

with the following list:

AABC Associated Air Balance Council

AAMA Architectural Aluminum Manufacturers Association

AASHTO American Association of State Highway and Transportation Officials

AATCC American Association of Textile Chemists and Colorists

ACI American Concrete Institute

ADC Air Diffusion Council

AFBMA Anti-friction Bearing Manufacturers Association

AGA American Gas Association

AGMA American Gear Manufacturers Association

AHA Association of Home Appliance Manufacturers

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

AMCA Air Movement and Control Association, Inc.

ANSI American National Standards Institute

APA American Plywood Association

ARI American Refrigeration Institute

ASCE American Society of Civil Engineers

DPU Standard


ASHRAE American Society of Heating, Refrigerating and Air Conditioning

Engineers

ASME American Society of Mechanical Engineers

ASSE American Society of Sanitary Engineers

ASTM American Society for Testing and Materials

AWI Architectural Woodwork Institute

AWPA American Wood Preservers Association

AWS American Welding Society

AWWA American Water Works Association

BHMA Builders' Hardware Manufacturers Association

BIA Brick Institute of American

CABO Council of American Building Officials

CAGI Compressed Air and Gas Institute

CISPI Cast Iron Soil Pipe Institute

CMAA Crane Manufacturers Association of America

CRD U.S. Corps of Engineers Specifications

CRSI Concrete Reinforcing Steel Institute

CTI Cooling Tower Institute

DHI Door and Hardware Institute

DOH Department of Health

DOT Department of Transportation

Fed. Spec. Federal Specifications

FGMA Flat Glass Marketing Association

FM Factory Mutual

HMI Hoist Manufacturing Institute

HPMA See HPVA

HPVA Hardwood Plywood Veneer Association

ICEA Insulated Cable Engineers Association

IEEE Institute of Electrical and Electronics Engineers

IFI Industrial Fasteners Institute

MIL Military Specifications

MSS Manufacturer's Standardization Society

NAAMM National Association of Architectural Metal Manufacturers

NACM National Association of Chain Manufacturers

NBS National Bureau of Standards, See NIST

NEBB National Environmental Balancing Bureau

NEC National Electrical Code

NEMA National Electrical Manufacturers Association

NETA National Electrical Testing Association

NFPA National Fire Protection Association

NFPA National Forest Products Association

NFPA National Fluid Power Association

NIST National Institute of Standards and Technology

NLMA National Lumber Manufacturers Association

NSF National Sanitation Foundation

OSHA Occupational Safety and Health Act

PCI Prestressed Concrete Institute

DPU Standard


PDI Plumbing and Drainage Institute

SAE Society of Automotive Engineers

SCPRF Structural Clay Products Research Foundation

SMACNA Sheet Metal and Air Conditioning Contractors' National Association

SPI Society of the Plastics Industry

SSPC Steel Structures Painting Council

STI Steel Tank Institute

TCA Tile Council of American

TIMA Thermal Insulation Manufacturers' Association

UL Underwriters' Laboratories, Inc.

USBR U. S. Bureau of Reclamation

USBS U. S. Bureau of Standards, See NIST

1.4 ABBREVIATIONS

A. Abbreviations which may be used in individual Specification Sections Divisions 1

through 16 are as follows:

DPU Standard


alternating current.................................... ac

American wire gauge.......................... AWG

ampere(s) ............................................... amp

ampere-hour(s)....................................... AH

annual...................................................... ann

Ampere Interrupting

Capacity ............................................... AIC

atmosphere(s).......................................... atm

average.................................................... avg

biochemical oxygen demand ................BOD

Board Foot ........................................... FBM

brake horsepower.................................... bhp

Brinell Hardness .................................... BH

British thermal unit(s)............................. Btu

calorie (s) ................................................. cal

carbonaceous biochemical

oxygen demand............................... CBOD

Celsius (centigrade) .................................. C

Center to Center................................. C to C

centimeter(s) ........................................... cm

chemical oxygen demand .....................COD

coefficient, valve flow ............................. Cv

condensate return .....................................CR

cubic......................................................... cu

cubic centimeter(s).................................... cc

cubic feet per day..................................... cfd

cubic feet per hour ................................... cfh

cubic feet per minute ..............................cfm

cubic feet per minute,

standard conditions ............................ scfm

cubic feet per second ............................... cfs

cubic foot (feet)......................................cu ft

cubic inch(es)........................................ cu in

cubic yard(s) ........................................ cu yd

decibels .................................................... dB

decibels (A scale)....................................dBa

degree(s) ................................................. deg

dewpoint temperature ..............................dpt

diameter ................................................... dia

direct current............................................. dc

dissolved oxygen .................................... DO

dissolved solids........................................DS

dry-bulb temperature ...............................dbt

efficiency ..................................................eff

elevation ................................................... el

entering water temperature ......................ewt

entering air temperature............................eat

equivalent direct radiation ....................... edr

face area..................................................... fa

face to face.............................................f to f

Fahrenheit .................................................. F

feet per day .............................................. fpd

feet per hour............................................. fph

feet per minute........................................fpm

feet per second......................................... fps

foot (feet) ....................................................ft

foot-candle................................................. fc

foot-pound ............................................. ft-lb

foot-pounds per minute................... ft-lb/min

foot-pounds per second.................... ft-lb/sec

formazin turbidity unit(s) ......................FTU

frequency ................................................freq

fuel oil...................................................... FO

fuel oil supply........................................FOS

fuel oil return .........................................FOR

gallon(s)................................................... gal

gallons per day........................................ gpd

gallons per day per

cubic foot ...................................... gpd/cu ft

gallons per day per

square foot .................................... gpd/sq ft

gallons per hour ..................................... gph

gallons per minute ................................. gpm

gallons per second ...................................gps

gas chromatography and

mass spectrometry ..........................GC-MS

gauge .........................................................ga

grain(s).......................................................gr

gram(s)........................................................ g

grams per cubic centimeter..................gm/cc

Heat Transfer Coefficient .......................... U

height ....................................................... hgt

Hertz ........................................................ Hz

horsepower .............................................. hp

horsepower-hour...................................hp-hr

hour(s) ...................................................... hr

humidity, relative...................................... rh

DPU Standard


hydrogen ion concentration ..................... pH

inch(es) ...................................................... in

inches per second..................................... ips

inside diameter..........................................ID

Jackson turbidity unit(s) ........................ JTU

kelvin ........................................................ K

kiloamperes.............................................. kA

kilogram(s)................................................ kg

kilometer(s)..............................................km

kilovar (kilovolt-amperes

reactive) ...............................................kvar

kilovolt(s)................................................. kV

kilovolt-ampere(s)................................. kVA

kilowatt(s) ............................................... kW

kilowatt-hour(s) .................................... kWh

linear foot (feet) .................................... lin ft

liter(s)..........................................................L

megavolt-ampere(s) .............................MVA

meter(s) ......................................................m

micrograms per liter............................ ug/L

miles per hour ........................................mph

milliampere(s)........................................ mA

milligram(s) ............................................ mg

milligrams per liter ............................. mg/L

milliliter(s) ............................................. mL

millimeter(s) .......................................... mm

million gallons ....................................... MG

million gallons per day ......................... mgd

millisecond(s) ......................................... ms

millivolt(s) ............................................. mV

minute(s) ................................................ min

mixed liquor suspended

solids.................................................MLSS

nephelometric turbidity

unit ......................................................NTU

net positive suction head.....................NPSH

noise criteria.............................................. nc

noise reduction coefficient....................NRC

number ...................................................... no

ounce(s)..................................................... oz

outside air ..................................................oa

outside diameter.......................................OD

parts per billion...................................... ppb

parts per million.................................... ppm

percent .................................................... pct

phase (electrical).................................. . . ph

pound(s).................................................... lb

pounds per cubic foot ............................. pcf

pounds per cubic foot

per hour..............................................pcf/hr

pounds per day...................................lbs/day

pounds per day per

cubic foot ................................ lbs/day/cu ft

pounds per day per

square foot ...............................lbs/day/sq ft

pounds per square foot............................ psf

pounds per square foot

per hour..............................................psf/hr

pounds per square inch ............................ psi

pounds per square inch

absolute.................................................psia

pounds per square inch

gauge ....................................................psig

power factor..............................................PF

pressure drop or

difference................................................ dp

pressure, dynamic

(velocity)................................................. vp

pressure, vapor.................................... vap pr

quart(s)....................................................... qt

Rankine...................................................... R

relative humidity........................................ rh

resistance ................................................. res

return air .................................................... ra

revolution(s) ........................................... rev

revolutions per minute............................rpm

revolutions per second............................ rps

root mean squared.................................. rms

safety factor .............................................. sf

second(s)................................................. sec

shading coefficient.................................. SC

sludge density index .............................. SDI

Sound Transmission

DPU Standard


Coefficient .......................................... STC

specific gravity..................................... sp gr

specific volume................................. Sp Vol

sp ht at constant pressure ........................ Cp

square....................................................... sq

square centimeter(s).............................sq cm

square foot (feet).................................... sq ft

square inch (es) ..................................... sq in

square meter(s)..................................... sq m

square yard(s)....................................... sq yd

standard................................................... std

static pressure......................................... st pr

supply air .............................................. . . sa

suspended solids ...................................... SS

temperature .......................................... temp

temperature difference ............................ TD

temperature entering ............................... TE

temperature leaving ................................ TL

thousand Btu per hour.......................... Mbh

thousand circular mils......................... kcmil

thousand cubic feet ............................... Mcf

threshold limit value ............................ TLV

tons of refrigeration ............................... tons

torque ................................................... TRQ

total dissolved solids............................ TDS

total dynamic head............................... TDH

total kjeldahl nitrogen .......................... TKN

total oxygen demand............................ TOD

total pressure........................................... TP

total solids............................................... TS

total suspended solids ........................... TSS

total volatile solids............................... TVS

vacuum................................................... vac

viscosity ................................................. visc

volatile organic chemical ..................... VOC

volatile solids ...........................................VS

volatile suspended solids ...................... VSS

volt(s)........................................................ V

volts-ampere(s) ...................................... VA

volume .................................................... vol

watt(s) ...................................................... W

watthour(s)............................................. Wh

watt-hour demand ............................... WHD

watt-hour demand meter ..................WHDM

week(s) ................................................... wk

weight ...................................................... wt

wet-bulb................................................. WB

wet bulb temperature .......................... WBT

yard(s)....................................................... yd

year(s) ........................................................yr

DPU Standard


B. Use ASME Y1.1-1989, “Abbreviations for use on Drawings and in Text” for

abbreviations for units of measure not included herein in Paragraph 1.4.

1.5 REFERENCE STANDARDS

A. Latest Edition: Construe references to furnishing materials or testing, which

conform to the standards of a particular technical society, organization, or body, to

mean the latest standard, code, or specification of that body, adopted and published

as of the date of bidding this Contract. Standards referred to herein are made a part

of these Specifications to the extent which is indicated or intended.

B. Precedence: The duties and responsibilities of the Owner, Contractor or

Construction Manager, or any of their consultants, agents or employees are set

forth in the Contract Documents, and are not changed or altered by any provision

of any referenced standard specifications, manuals or code, whether such standard

manual or code is or is not specifically incorporated by reference in the Contract

Documents. Any duty or authority to supervise or direct the furnishing or

performance of the Work or any duty or authority, to undertake responsibility

contrary to the powers of the Construction Manager as set forth in the Contract

Documents cannot be assigned to the Construction Manager or any of the

Construction Manager's consultants, agents or employees.

1.6 DEFINITIONS

A. In these Contract Documents the words furnish, install and provide are defined as

follows:

1. Furnish (materials): to supply and deliver to the project ready for

installation and in operable condition.

2. Install (services or labor): to place in final position, complete, anchored,

connected in operable condition.

3. Provide: to furnish and install complete. Includes the supply of specified

services. When neither furnish, install or provide is stated, provide is

implied.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

DPU Standard



DPU Standard

Quality Control 01450-1 June 2019

SECTION 01450

QUALITY CONTROL

PART 1 GENERAL


A. Submittals

B. Inspection Services

C. Quality Control

D. Costs of Inspection

E. Failure to Comply with Contract


A. Section 01330 - Submittals: Specific Submittal Requirements

1.3 SUBMITTALS

A. General: Provide all submittals, including the following, as specified in Section

01330 - Submittals.

B. Certificate Submittals: Furnish the Engineer authoritative evidence in the form of

Certificates of Manufacture that the materials and equipment to be used in the

Work have been manufactured and tested in conformity with the Contract

Documents. Include copies of the results of physical tests and chemical analyses,

where necessary, that have been made directly on the product or on similar

products of the manufacturer.

1.4 INSPECTION SERVICES

A. Owner's Access: At all times during the progress of the Work and until the date of

final completion, afford the Owner, Construction Manager, and Engineer every

reasonable, safe, and proper facility for inspecting the Work at the site. The

observation and inspection of any work will not relieve the Contractor of any

obligations to perform proper and satisfactory work as specified. Replace work

rejected due to faulty design, inferior, or defective materials, poor workmanship,

improper installation, excessive wear, or nonconformity with the requirements of

the Contract Documents, with satisfactory work at no additional cost to the Owner.

Replace as directed, finished or unfinished work found not to be in strict

DPU Standard


accordance with the Contract, even though such work may have been previously

approved and payment made therefor.

B. Rejection: The Owner and the Owner's Authorized Representatives have the right

to reject materials and workmanship which are defective or require correction.

Promptly remove rejected work and materials from the site.

C. Inferior Work Discoveries: Failure or neglect on the part of the Owner or the

Owner's Authorized Representatives to condemn or reject bad or inferior work or

materials does not imply an acceptance of such work or materials. Neither is it to

be construed as barring the Owner or the Owner's Authorized Representatives at

any subsequent time from recovering damages or a sum of money needed to build

anew all portions of the Work in which inferior work or improper materials were

used.

D. Removal for Examination: Should it be considered necessary or advisable by the

Owner or the Owner's Authorized Representatives, at any time before final

acceptance of the Work, to make examinations of portions of the Work already

completed, by removing or tearing out such portions, promptly furnish all

necessary facilities, labor, and material, to make such an examination. If such

Work is found to be defective in any respect, defray all expenses of such

examination and of satisfactory reconstruction. If, however, such work is found to

meet the requirements of the Contract, the cost of examination and restoration of

the Work will be considered a change in the Work and Contractor may request

compensation in accordance with applicable provisions of the Contract.

E. Operation Responsibility: Assume full responsibility for the proper operation of

equipment during tests and instruction periods. Make no claim for damage which

may occur to equipment prior to the time when the Owner accepts the Work.

F. Rejection Prior to Warrantee Expiration: If at any time prior to the expiration of

any applicable warranties or guarantees, equipment is rejected by the Owner, repay

to the Owner all sums of money received for the rejected equipment on progress

certificates or otherwise on account of the Contract lump sum prices, and upon the

receipt of the sum of money, Owner will execute and deliver a bill of sale of all its

rights, title, and interest in and to the rejected equipment. Do not remove the

equipment from the premises of the Owner until the Owner obtains from other

sources, equipment to take the place of that rejected. The Owner hereby agrees to

obtain other equipment within a reasonable time and the Contractor agrees that the

Owner may use the equipment furnished by the Contractor without rental or other

charge until the other new equipment is obtained.

1.5 QUALITY CONTROL

A. Testing

1. Field and Laboratory

DPU Standard


a. Provide personnel to assist the Construction Manager in performing

the following periodic observation and associated services.

(1) Soils: Observe and test excavations, placement and

compaction of soils. Determine suitability of excavated

material. Observe subgrade soils and foundations.

(2) Concrete: Observe forms and reinforcement; observe concrete

placement; witness air entrainment tests, facilitate concrete

cylinder preparation and assist with other tests performed by


(3) Masonry: Sample and test mortar, bricks, blocks and grout;

inspect brick and block samples and sample panels; inspect

placement of reinforcement and grouting.

b. When specified in Divisions 2 through 16 of the Contract Documents,

provide an independent laboratory testing facility to perform required

testing. Qualify the laboratory as having performed previous

satisfactory work. Prior to use, submit to the Construction Manager

for approval.

c. Cooperate with the Construction Manager and laboratory testing

representatives. Provide at least 24 hours notice prior to when

specified testing is required. Provide labor and materials, and

necessary facilities at the site as required by the Construction

Manager and the testing laboratory.

d. Provide an independent testing agency, a member of the National

Electrical Testing Association, to perform inspections and tests

specified in Division 16 of these Specifications.

2. Equipment: Coordinate and demonstrate test procedures as specified in the

Contract Documents or as otherwise required during the formal tests.

3. Pipeline and Other Testing: Conform to test procedures and requirements

specified in the appropriate Specification Section.

B. Reports

1. Certified Test Reports: Where transcripts or certified test reports are

required by the Contract Documents, meet the following requirements:

a. Before delivery of materials or equipment submit and obtain approval

of the Construction Manager for all required transcripts, certified test

DPU Standard


reports, certified copies of the reports of all tests required in

referenced specifications or specified in the Contract Documents.

b. Perform all testing in an approved independent laboratory or the

manufacturer's laboratory. Submit for approval reports of shop

equipment tests within thirty days of testing.

c. Transcripts or test reports are to be accompanied by a notarized

certificate in the form of a letter from the manufacturer or supplier

certifying that tested material or equipment meets the specified

requirements and the same type, quality, manufacture and make as

specified. The certificate shall be signed by an officer of the

manufacturer or the manufacturer's plant manager.

2. Certificate of Compliance: At the option of the Construction Manager, or

where not otherwise specified, submit for approval a notarized Certificate of

Compliance. The Certificates may be in the form of a letter stating the

following:

a. Manufacturer has performed all required tests

b. Materials to be supplied meet all test requirements

c. Tests were performed not more than one year prior to submittal of the

certificate

d. Materials and equipment subjected to the tests are of the same quality,

manufacture and make as those specified

e. Identification of the materials

1.6 COSTS OF INSPECTION

A. Owner's Obligation: Initial inspection and testing of materials furnished under this

Contract will be performed by the Owner or his authorized Representatives or

inspection bureaus without cost to the Contractor, unless otherwise expressly

specified. If subsequent testing is necessary due to failure of the initial tests or

because of rejection for noncompliance, reimburse the Owner for expenditures

incurred in making such tests.

B. Contractor's Obligation: Include in the Contract Price, the cost of all shop and

field tests of equipment and other tests specifically called for in the Contract

Documents. Contractor shall be responsible for obtaining all necessary permits and

inspections from City of Richmond Building Inspections.

C. Reimbursements to Owner:

DPU Standard


1. Materials and equipment submitted by the Contractor as the equivalent to

those specifically named in the Contract may be tested by the Owner for

compliance. Reimburse the Owner for expenditures incurred in making such

tests on materials and equipment which are rejected for noncompliance.

2. Reimburse Owner for the costs of jobsite inspection on weekends and

holidays, and between the hours of 5:00 p.m. and 8:00 a.m. on workdays

unless the weekend, holiday or after-hours work is specifically required by

the Owner to minimize operational impact or traffic disruption. Jobsite

inspection costs for weekend, holidays or after-hours work, if authorized,

solely to make up schedule slippage shall be reimbursable.

3. Reimbursement to Owner shall be by a credit Change Order to the lump sum

contract items issued at the end of the project.

1.7 FAILURE TO COMPLY WITH CONTRACT

A. Unacceptable Materials: If it is ascertained by testing or inspection that the

material or equipment does not comply with the Contract, do not deliver said

material or equipment, or if delivered remove it promptly from the site or from the

Work and replace it with acceptable material without additional cost to the Owner.

Fulfill all obligations under the terms and conditions of the Contract even though

the Owner or the Owner's Authorized Representatives fail to ascertain

noncompliance or notify the Contractor of noncompliance.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

DPU Standard



DPU Standard

Construction Facilities and Temporary Controls 01500-1 June 2019

SECTION 01500

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

PART 1 GENERAL


A. References

B. General Requirements

C. Temporary Utilities

D. Temporary Construction

E. Barricades and Enclosures

F. Fences

G. Protection of Property, Utilities and Structures

H. Temporary Controls

I. Traffic Regulation

J. Field Offices and Sheds

K. Hoists and Cranes

L. WTP Site Security

1.2 REFERENCES

A. Codes and standards referred to in this section are:

1. Virginia Department of Transportation Road and Bridge Specifications

2. OSHA Regulations

1.3 GENERAL REQUIREMENTS

A. Plant and Facilities: Furnish, install, maintain and remove all false work,

scaffolding, ladders, hoistways, braces, pumping plants, shields, trestles, roadways,

sheeting, centering forms, barricades, drains, flumes, control equipment, and the

like, any of which may be needed in the construction of any part of the Work and

DPU Standard


which are not herein described or specified in detail. Accept responsibility for the

safety and efficiency of such works and for any damage to the Work or Owner

equipment, buildings and structures that may result from their failure or from their

improper construction, maintenance or operation.

B. First Aid: Maintain a readily accessible, completely equipped first aid kit at each

location where work is in progress.

C. Safety Responsibility: Accept sole responsibility for safety and security at the site.

Indemnify and hold harmless the Owner and the Owner's Authorized

Representatives, including the Engineer and Construction Manager, for any safety

violation, or noncompliance with governing bodies and their regulations, and for

accidents, deaths, injuries, or damage at the site during occupancy or partial

occupancy of the site by Contractor's forces while performing any part of the

Work. Provide the Construction Manager with a copy of the Contractor Safety

Plan for this project which includes all proposed Work planned.

D. Hazard Communication: Furnish two copies of the Contractor's Hazard

Communication Program required under OSHA regulations before beginning on

site activities. Furnish two copies of amendments to Hazard Communications

Program as they are prepared.

E. Confined Space: Portions of the existing facilities are considered Confined Spaces

by the Owner. These generally include but are not limited to: Storage Tanks,

Sewers, Dry Wells, Underground Vaults, Boilers, Digesters, Manholes, Tunnels,

Ventilation or Exhaust Ducts, Wet Wells, Open Top Pits, Lagoons, and Vats and

Vessels. These areas may be considered Permit Required Confined Spaces because

of the potential to contain a hazardous atmosphere, the potential of engulfment,

and because of its internal configuration. Permit Required Confined Spaces are

posted and identified with signs. Concurrent entry into any permit required

confined space by Contractor and Owner’s personnel shall be coordinated.

F. Fuel Storage: Contractor shall develop proposed procedures for refueling

equipment for review by the CM. Procedures should detail proposed fuel storage

and transport measures. Contractor shall also maintain documentation of fuel

quantities stored on site, including storage location.

G. General Requirement Costs: All costs associated with the general requirements

shall be included in the contract items and no separate payments will be made

therefore.

1.4 TEMPORARY UTILITIES

A. Water: Provide all necessary facilities and required water without additional cost

to the Owner, unless otherwise specified. If necessary, provide and lay water lines

to the place of use; secure all necessary permits; pay for all taps to water mains and

hydrants and for all water used at the established rates.

DPU Standard


B. Lighting: Provide without additional cost to the Owner temporary lighting

facilities required for the proper construction and inspection of the Work. If, in the

Construction Manager's opinion, these facilities are inadequate, do NOT proceed

with any portion of the Work affected thereby. Maintain temporary lighting until

the Work is accepted.

C. Electrical:

1. An existing 900A, 480V, 3-phase service (via a NEMA 3R fused disconnect

switch) is available on site for the Contractor’s use. The existing fused

disconnect switch is located adjacent to the Floodwall in the area of the

Dewatering Pad. Contractor is responsible for providing all temporary

wiring and electrical power panels needed for the Contractor’s equipment.

The Owner will provide electrical power at no cost.

2. The Contractor is responsible to obtain electrical permits (with a copy to be

submitted to the Owner and CM), and to meet all electrical code

requirements.

D. Heat: Provide temporary heat, whenever required, for work being performed

during cold weather to prevent freezing of concrete, water pipes, and other damage

to the Work or existing facilities.

E. Sanitary Facilities:

1. The Contractor shall provide and maintain sanitary facilities, preferably a

green color and hidden from neighbors, for his employees and his

subcontractors' employees that will comply with the regulations of the local

and state health departments. Service, clean, and maintain facilities and

enclosures.

2. The Contractor shall provide chemical toilets of suitable types and maintain

them in a sanitary condition at all times, conforming to code requirements

and acceptable to the health authorities. They shall be of watertight

construction so that no contamination of the area can result from their use.

Make arrangements for frequent emptying of toilets. Upon completion of the

work, remove toilets and restore area to original condition.

F. Connections to Existing Utilities:

1. Unless otherwise specified or indicated, make all necessary connections to

existing facilities including structures, drain lines, and utilities such as water,

sewer, gas, telephone, and electricity. In each case, obtain permission from

the Owner or the owning utility prior to undertaking connections. Protect

facilities against deleterious substances and damage.

DPU Standard


2. Thoroughly plan in advance all connections to existing facilities. Have on

hand at the time of undertaking the connections, all material, labor and

required equipment. Proceed continuously to complete connections in

minimum time. Arrange for the operation of valves or other appurtenances

on existing utilities, under the direct supervision of the owning utility.

G. Telephone Service:

1. The Contractor shall arrange and provide onsite telephone service for

Contractor's use during construction at no cost to the Owner.

2. No incoming calls allowed to Owner's telephone system.

1.5 TEMPORARY CONSTRUCTION

A. Bridges:

1. If required, design and place suitable temporary bridges where necessary for

the maintenance of vehicular and pedestrian traffic. Assume responsibility

for the sufficiency and safety of all such temporary work or bridges and for

any damage which may result from their failure or their improper

construction, maintenance, or operation. Indemnify and save harmless the

Owner and the Owner's representatives, including Engineer and

Construction Manager, from all claims, suits or actions, and damages or

costs of every description arising by reason of failure to comply with the

above provisions.

1.6 BARRICADES AND ENCLOSURES

A. Protection of Workmen and Public: Effect and maintain at all times during the

prosecution of the Work, barriers and lights necessary for the protection of

Workmen and the Public. Provide suitable barricades, lights, "danger" or "caution"

or "street closed" signs and watchmen at all places where the Work causes

obstructions to normal traffic, excavation sites, or constitutes in any way a hazard

to the public.

B. Barricades and Lights:

1. Protect all streets, roads, highways, excavations and other public

thoroughfares which are closed to traffic; use effective barricades which

display acceptable warning signs. Locate barricades at the nearest public

highway or street on each side of the blocked section.

2. Statutory Requirements: Install and maintain all barricades, signs, lights,

and other protective devices within highway rights-of-way in strict

conformity with applicable statutory requirements by the authority having

jurisdiction.

DPU Standard


1.7 FENCES

A. Existing Fences: Obtain written permission from the Owner prior to relocating or

dismantling fences which interfere with construction operations. Reach agreements

with the fence owner as to the period the fence may be left relocated or dismantled.

Install adequate gates where fencing must be maintained. Keep gates closed and

locked at all times when not in use.

B. Restoration: Restore all fences to their original or better condition and to their

original location on completion of the Work.

1.8 PROTECTION OF PROPERTY, UTILITIES AND STRUCTURES

A. Preservation of Property:

1. Preserve from damage, all property along the line of the Work, in the

vicinity of or in any way affected by the Work, the removal or destruction of

which is not called for by the Drawings. Preserve from damage, public

utilities, trees, lawn areas, building monuments, fences, pipe and

underground structures, existing station security system, and public streets.

Tree protection within public street right-of-ways, parks, and other City

public spaces shall be provided in accordance with the City of Richmond

Arborist requirements. Note: Normal wear and tear of streets resulting from

legitimate use by the Contractor are not considered as damage. Whenever

damages occur to such property, immediately restore to its original

condition. Costs for such repairs are incidental to the Contract.

2. In case of failure on the part of the Contractor to restore property or make

good on damage or injury, the Owner may, upon 24 hours written notice,

proceed to repair, rebuild, or otherwise restore such property as may be

deemed necessary, and the cost thereof will be deducted from any moneys

due or which may become due the Contractor under this Contract. If

removal, repair or replacement of public or private property is made

necessary by alteration of grade or alignment authorized by the Owner and

not contemplated by the Contract Documents, the Contractor will be

compensated, in accordance with the General Conditions, provided that such

property has not been damaged through fault of the Contractor or the

Contractor's employees.

3. A residential neighborhood is adjacent to the Water Treatment Plant. The

CONTRACTOR shall be required to abate any contribution to air, water, or

land pollution including such nuisances as odors, noise, surface or

groundwater contamination, or other conditions resulting from the WTR and

sediment removal and hauling operations. An 8-foot, wooden privacy fence

(submit for approval) shall be constructed around the CONTRACTOR’s

DPU Standard


trailer, sanitary facilities, and storage area to keep out of sight of

neighboring residents.

B. Public Utility Installations and Structures:

1. Public utility installations and structures include all poles, tracks, pipes,

wires, conduits, vaults, ductbanks, manholes, and other appurtenances and

facilities, whether owned or controlled by public bodies or privately owned

individuals, firms or corporations, used to serve the public with

transportation, gas, electricity, telephone, storm and sanitary sewers, water,

or other public or private utility services. Facilities appurtenant to public or

private property which may be affected by the Work are deemed included

hereunder.

2. The Contract Documents contain data relative to existing public utility

installations and structures above and below the ground surface. Existing

public utility installations and structures are indicated on the Drawings only

to the extent such information was made available to, or found by, the

Engineer in preparing the Drawings. These data are not guaranteed for

completeness or accuracy, and the Contractor is responsible for making

necessary investigations to become fully informed as to the character,

condition, and extent of all public utility installations and structures that may

be encountered and that may affect the construction operations.

3. Contact utility locating service sufficiently in advance of the start of

construction to avoid damage to the utilities and delays to the completion

date.

4. Remove, replace, relocate, repair, rebuild, and secure any public utility

installations and structures damaged as a direct or indirect result of the Work

under this Contract. Costs for such work are incidental to the Contract. Be

responsible and liable for any consequential damages done to or suffered by

any public utility installations or structures. Assume and accept

responsibility for any injury, damage, or loss which may result from or be

consequent to interference with, or interruption or discontinuance of, any

public utility service.

5. Repair or replace any water, electric, sewer, gas, or other service connection

or equipment damaged during the Work with no addition to the Contract

price.

6. At all times in performance of the Work, employ proven methods and

exercise reasonable care and skill to avoid unnecessary delay, injury,

damage, or destruction to public utility installations and structures. Avoid

unnecessary interference with, or interruption of, public utility services.

Cooperate fully with the owners thereof to that end.

DPU Standard


7. Give written notice to the owners of all public utility installations and

structures affected by proposed construction operations, sufficiently in

advance of breaking ground in any area or on any unit of the Work, to obtain

their permission before disrupting the lines and to allow them to take

measures necessary to protect their interests. Advise the Chiefs of Police,

Fire and Rescue Services of any excavation in public streets or the

temporary shut-off of any water main. Provide at least 24 hours notice to all

affected property owners whenever service connections are taken out of

service.

C. Miscellaneous Structures: Assume and accept responsibility for all injuries or

damage to culverts, building foundations and walls, retaining walls, or other

structures of any kind met with during the prosecution of the Work. Assume and

accept liability for damages to public or private property resulting therefrom.

Adequately protect against freezing all pipes carrying liquid.

D. Protection of Trees and Lawn Areas:

1. Protect with boxes, trees and shrubs, except those shown to be removed. Do

not place excavated material so as to cause injury to such trees or shrubs.

Replace trees or shrubs destroyed by accident or negligence of the

Contractor or Contractor's employees with new stock of similar size and age,

at the proper season, at no additional cost to the Owner.

2. Leave lawn areas in as good condition as before the start of the Work.

Restore areas where sod has been removed by seeding or sodding.

1.9 TEMPORARY CONTROLS

A. During Construction:

1. Keep the site of the Work and adjacent premises free from construction

materials, debris, and rubbish. Remove this material from any portion of the

site if such material, debris, or rubbish constitutes a nuisance or is

objectionable.

2. Remove from the site all surplus materials and temporary structures when

they are no longer needed.

3. Neatly stack construction materials such as concrete forms and scaffolding

when not in use. Promptly remove splattered concrete, asphalt, oil, paint,

corrosive liquids, and cleaning solutions from surfaces to prevent marring or

other damage.

4. Properly store volatile wastes in covered metal containers and remove from

the site daily.

DPU Standard


5. Do not bury or burn on the site or dispose of into storm drains, sanitary

sewers, streams, or waterways, any waste material. Remove all wastes from

the site and dispose of in a manner complying with applicable ordinances

and laws.

B. Smoke Prevention:

1. Strictly observe all air pollution control regulations.

2. Open fires will be allowed only if permitted under current ordinances.

C. Noise Control:

1. Provide acoustical barriers so noise emanating from tools or equipment will

not exceed legal noise levels.

2. The maximum allowable noise level at the property line of neighborhood

residences is 60 dBA for CONTRACTOR operations from 7:00 a.m. to

6:00 p.m., local time. The maximum allowable noise level at the property

line of neighborhood residences is 55 dBA for CONTRACTOR operations

from 6:00 p.m. to 7:00 a.m., local time.

3. Noise Control Plan: Propose plan to mitigate construction noise and to

comply with noise control ordinances, including method of construction,

equipment to be used, and acoustical treatments.

D. Hours of Operation:

1. Operation of construction equipment between the hours of 5:00 p.m. and

8:00 a.m. the following day is prohibited. For operation of this equipment

during this period obtain written consent from the Owner.

2. Do not carry out nonemergency work, including equipment moves, on

Saturdays, Sundays or City observed holidays without prior written

authorization by the Owner.

E. Dust Control:

1. Take measures to prevent unnecessary dust. Keep earth surfaces exposed to

dusting moist with water or a chemical dust suppressant. Cover materials in

piles or while in transit to prevent blowing or spreading dust.

2. Adequately protect buildings or operating facilities which may be affected

adversely by dust. Protect machinery, motors, instrument panels, or similar

equipment by suitable dust screens. Include proper ventilation with dust

screens.

DPU Standard


F. Temporary Drainage Provisions:

1. Provide for the drainage of stormwater and any water applied or discharged

on the site in performance of the Work. Provide adequate drainage facilities

to prevent damage to the Work, the site, and adjacent property.

2. Supplement existing drainage channels and conduits as necessary to carry all

increased runoff from construction operations. Construct dikes as necessary

to divert increased runoff from entering adjacent property (except in natural

channels), to protect the Owner's facilities and the Work, and to direct water

to drainage channels or conduits. Provide ponding as necessary to prevent

downstream flooding.

3. Maintain excavations free of water. Provide, operate, and maintain pumping

equipment.

G. Erosion Control: Provide erosion control in accordance with the Virginia Erosion

and Sediment Control law and regulations.

H. Pollution:

1. The CONTRACTOR’s operations shall in no way contribute to air, water, or

land pollution. This includes such nuisances as odors, insects, noise, surface

or groundwater contamination, or any other condition that would have a

detrimental effect on the environment. The CONTRACTOR’s operations

shall meet all local, state, and federal regulations for handling and

disposal/beneficial reuse of the WTR and sediment.

2. The CONTRACTOR shall minimize air pollution from operations. Burning

of waste materials, rubbish, or other debris will not be permitted on or

adjacent to the site. Give streets, roads, detours, or haul roads used in the

area a dust-preventive treatment or periodically water to prevent dust.

Strictly adhere to applicable environmental regulations for dust prevention.

3. Prevent the pollution of drains and watercourses by sanitary wastes,

sediment, debris, and other substances resulting from construction activities.

Do not permit sanitary wastes to enter any drain or watercourse other than

sanitary sewers. Do not permit sediment, debris, or other substances to enter

sanitary sewers. Take reasonable measures to prevent such materials from

entering any drain or watercourse.

I. Odors

1. The CONTRACTOR shall be responsible and take necessary precautions to

prevent nuisance odors from leaving the plant site during WTR removal

operations.

DPU Standard


1.10 TRAFFIC REGULATION

A. Site Access:

1. The CONTRACTOR must travel on Douglasdale Road through a residential

neighborhood in order to enter and exit the plant. The road is narrow and the

grade is steep. The existing concrete bridge to the plant at the end of

Douglasdale Road has a HS-20 live load limit. It shall be the

CONTRACTOR’s responsibility to inspect and document the condition of

the road, and plan the Work as required to accommodate the road condition.

2. Access to the Dewatering Pad is via a road that runs along the plant’s

Sedimentation Basins.

3. At no time will access be allowed through the Science Museum of Virginia

Property (except as dictated by the easement agreement), the CSXT Railroad

property (except by use of the existing railroad underpass) or any other 3rd

party landowner without express written permission from said landowner.

Cost for any additional access agreements will be at the CONTRACTOR’s

expense.

4. The CONTRACTOR shall be responsible for repairing any damage to

Douglasdale Road, the plant entrance road, the roadway along the Plant

Sedimentation Basins, the access road along the Basin, and other areas that

is caused by the CONTRACTOR’s operations at no additional cost to the

OWNER.

5. The CONTRACTOR shall comply with all traffic regulations outside of the

plant site, as well as all requirements established by the CM for on-site

traffic.

6. No construction equipment will be allowed in the James River and Kanawha

Canal at anytime.

7. It shall be the CONTRACTOR’s responsibility to determine the condition of

the site as required to accommodate the CONTRACTOR’s WTR and

sediment removal and hauling operations, as described in the General

Conditions. Any damage to the site caused by the CONTRACTOR’s

operations shall be repaired at no additional cost to the OWNER.

8. CONTRACTOR shall thoroughly wash and clean trucks carrying any

material other than the OWNER’s WTR and/or sediment prior to entering

the WTP.

B. Work-in-Street Permit: All work in City streets shall comply with the

requirements of the Work-in-Street permit obtained by the Contractor.

DPU Standard


C. Traffic and Speeding Requirements: Adhere to all local traffic and speeding

requirements.

1.11 MATERIAL SHEDS AND TEMPORARY STRUCTURES

A. Material Sheds and Temporary Structures: Provide material sheds and other

temporary structures of sturdy construction and neat appearance.

B. Location: Coordinate location of material sheds and temporary structures with

Construction Manager and Owner.

1.12 HOISTS AND CRANES

A. Contractor shall NOT use any hoists or cranes belonging to the Owner, for the

performance of the work, without first submitting a written request to the

Construction Manager. The request shall describe how the Contractor intends to

use the hoist or crane, the weight of the items being lifted, and how long the

Contractor intends to use the hoist or crane. If the request is approved, the

Construction Manager will provide written authorization to the Contractor.

B. Contractor’s use of hoist/crane, upon receiving written approval, shall be in

accordance with the unit’s operation and maintenance procedures and all

applicable regulations.

C. Prior to using the hoist/crane, the Contractor shall pay for an independent certified

inspection of the hoist/crane by an inspector approved by the Construction

Manager. Submit copies of the report to the Construction Manager.

D. Upon completion of the work, the Contractor shall pay for a second certified

inspection of the hoist/crane, by the approved inspector. Submit copies of the

report to the Construction Manager. The report shall be submitted prior to

substantial completion.

E. Any unusual wear or damage to the hoist/crane, its appurtenances, or any

components, found by this second inspection, shall be repaired or replaced prior to

substantial completion, to the satisfaction of the Owner and Construction Manager,

at the expense of the Contractor.

1.13 WTP SITE SECURITY

A. The Contractor shall only use the Douglasdale Road WTP access gate for this

project.

B. Contractor shall issue photo ID badges that shall be worn at all times when

Contractor and Subcontractor personnel are on site. Photo ID badges shall be 2” x

3” approximately, PVC, and include employee photo, ID number, name of

contractor, project name, and be color coded.

DPU Standard


C. The Contractor shall have a supervisor on the WTP site during all work periods

that will be responsible for construction personnel site security.

D. No private vehicles are allowed on the WTP site. All Contractor and Subcontractor

vehicles shall be labeled.

E. No Contractor or Subcontractor personnel are allowed in other areas of WTP site

apart from the project work area. Contractor or Subcontractor personnel discovered

in other areas of the WTP site without prior authorization by the City shall be

removed from the project and shall not be allowed access to the WTP site.

F. The Contractor shall provide the Construction Manager with a list of employees,

subcontractors, and subcontractor employees who will be accessing the WTP for

the project for approval by the Construction Manager. Only personnel approved by

the Construction Manager shall be allowed on the plant site. The list shall be

updated monthly or as needed.

G. Notify the Construction Manager of material deliveries to the WTP site including a

description of material to be delivered, date and time, and delivery company.

H. Notify the Construction Manager or Owner if any suspicious activity is noted

around or near the WTP site.

I. The employee ID badges will be checked by the plant security guard periodically

and the name on the badge shall match the name on the employee list.

J. The CONTRACTOR will be required to provide a lock on the chain link gates in

the Floodwall. The CONTRACTOR lock shall not prevent OWNER employees

from using OWNER gate locks. The gates shall be locked during non-working

hours.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

DPU Standard

Cleaning 01740-1 June 2019

SECTION 01740

CLEANING

PART 1 GENERAL


A. Final Cleaning

B. Final Inspection

1.2 FINAL CLEANING

A. Requirements: At the completion of work and immediately prior to final

inspection, clean the entire project as follows:

1. Leave the structures and site in a complete and finished condition to the

satisfaction of the Construction Manager.

2. Remove all temporary structures and all debris, including dirt, sand, gravel,

rubbish and waste material.

3. Should the Contractor not remove rubbish or debris or not clean the

buildings and site as specified above, the Owner reserves the right to have

the cleaning done at the expense of the Contractor.

B. Employ experienced workers, or professional cleaners, for final cleaning.

C. Repair, patch, and touch up marred surfaces to specified finish, to match adjacent

surfaces.

D. Handle materials in a controlled manner with as few handlings as possible. Do not

drop or throw materials from heights.

E. Schedule cleaning operations so that dust and other contaminants resulting from

cleaning process will not fall on wet, newly-painted surfaces.

F. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds.

G. Remove erection plant, tools, temporary structures and other materials.

H. Remove and dispose of all water, dirt, rubbish or any other foreign substances.

DPU Standard

Cleaning 01740-2 June 2019

1.3 FINAL INSPECTION

A. After cleaning is complete the final inspection may be scheduled. The inspection

will be done with the Owner and Construction Manager.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

DPU Standard

Contract Close Out 01789-1 June 2019

SECTION 01789

CONTRACT CLOSE OUT

PART 1 GENERAL


A. Submittals

B. Record Drawings

C. Warranties and Bonds

D. Substantial Completion

E. Final Cleaning

F. Final Inspection

G. Certificate of Final Completion.


A. Section 01450 - Quality Control

1.3 SUBMITTALS

A. Contractor shall submit to the CM a CD with photographs, video, and other

records documenting the condition of the Lagoon and existing roads (plant roads

and Douglasdale Road), and other structures in the vicinity of the Work, as

applicable, which might be damaged by Contractor operations. This shall include

aerial photographs of the Lagoon before and after the project.

B. Contractor shall provide a written Statement that all requirements of the contract

have been met while complying with all federal, state and local regulations.

C. Project Record Documents: Project record documents required by this Section

shall be submitted prior to beginning the Substantial Completion Inspection.

D. Prior to Final Inspection:

1. Provide submittals to the Owner that are required by governing or other

authorities.

DPU Standard


2. Submit Bonds, Warranties, Guarantees and similar documents.

3. Submit evidence of compliance with requirement of governing authorities.

E. Upon receipt of the Certificate of Final Completion submit Final Application for

Payment identifying total adjusted Contract Sum, previous payments, and sum

remaining due.

F. Submit to the Owner, with the Final Application for Payment, a sworn affidavit

that all labor, service, materials, and Subcontractors have been paid and that there

are no suits pending in connection with the Work done or labor and materials

furnished under the Contract.

1.4 RECORD DRAWINGS

A. At the site keep and maintain one record copy of the following Contract

Documents, reference documents and all technical documents.

1. Drawings.

2. Specifications.

3. Addenda.

4. Change Orders and other modifications to the Contract.

5. Reviewed Shop Drawings, Product Data, and Samples.

6. Manufacturer's instructions for assembly, installation, and adjusting.

B. Using drafting symbols and standards consistent with the original documents,

annotate Contract Drawings neatly and clearly in color to show all changes made

during the construction period.

C. Store record documents separate from documents used for construction.

D. On Record Drawings, legibly mark each item to record actual construction,

including:

1. Measure horizontal location of building, concrete pads, fencing and other

project facilities. Locations shall be referenced to Virginia State Plane

Coordinate System.

2. Field changes of dimensions and details.

3. Details not on original drawings.

4. Any other variations between the work actually provided and that shown on

the Contract Drawings.

5. Change Order Work.

DPU Standard


E. Annotated drawings are to be made available to Construction Manager for

reference at all times. Provide annotated drawings to be reviewed monthly at the

time of payment application. Contractor partial payments will be withheld if this

data is not provided within four weeks of the new work being placed into service

to perform its design functions. Copies so provided will be retained by the

Construction Manager. Should the annotated drawings be found not current with

the work, an additional retainage of one percent of the total application amount

will be deducted from the monthly payment. Such additional retainage will be

released in future payments if the drawings are brought current.

F. At completion of the Contract and before final payment is made, deliver to the

Construction Manager one set of clearly readable, reproducible Contract Drawings

reflecting all changes made during construction. Mark each drawing "Record

Drawing" in ink. Include copies of the Record Drawings in the Operation and

Maintenance Manuals. Also provide a complete set of the field measured pipeline,

fitting and valve location drawings and as-built site survey drawings.

1.5 WARRANTIES AND BONDS

A. Prior to Final Inspection deliver to the Owner the original and one copy of all

bonds, warranties, guarantees and similar documents, including those customarily

provided by manufacturers and suppliers which cover a period greater than one

year. Show Owner as beneficiary of these documents. Begin warranty periods from

the Date of Substantial Completion or the Date of Final Completion when

Substantial Completion is not required by the Owner.

1.6 SUBSTANTIAL COMPLETION

A. The Work will be considered substantially complete when 8,000 dry tons of Water

Treatment Residuals are removed from the Lagoon in accordance with the

Contract Documents. When the Work is sufficiently completed, the Contractor

shall, in writing to the Owner and Construction Manager, certify that the entire

work is substantially complete and request that the Construction Manager issue a

Certificate of Substantial Completion. Within a reasonable time thereafter, the

Owner, the Contractor and Construction Manager shall make an inspection of the

work to determine the status of completion. If the Construction Manager does not

consider the work substantially complete, the Construction Manager will notify the

Contractor in writing giving his reasons therefor. If the Construction Manager

considers the work substantially complete, the Construction Manager will prepare

and deliver to the Owner a Certificate of Substantial Completion which shall fix

the date of Substantial Completion. The certificate shall include the project

equipment and any special warranty periods that apply to the project work. There

shall be attached to the certificate a list of tentative items to be completed or

corrected before final payment. This list shall be identified as the PUNCH LIST

OF OPEN ITEMS and may be added to at the Owner's discretion for work not

completed in conformance with the Contract Documents. This tentative PUNCH

LIST OF OPEN ITEMS shall be cost loaded as determined by the Owner based on

DPU Standard


the estimated value of work involved to complete the associated items. This

retained value shall be reduced monthly as a basis for payment to the Contractor

based on the difference between outstanding retained value during the invoice

period and the value of the PUNCH LIST OF OPEN ITEMS provided record

drawings have been received in accordance with the General Conditions of the

Contract. No payment made therefor shall be less than one thousand dollars

($1,000.00) except for final payment. When it has been determined by the Owner

that all items identified in the PUNCH LIST OF OPEN ITEMS are complete in

accordance with the Contract Documents, final payment shall be made.

B. Inspection

1. General: The work shall be subjected to continuous inspection and in

addition to the formal Substantial Completion inspections for each Phase of

the work requiring Substantial Completion. Each inspection shall be

performed by the Contractor in the presence of the Construction Manager.

The inspection shall be conducted in accordance with the requirement of

Section 01450 - Quality Control and field testing check lists completed for

all equipment and systems provided. All required labor, materials,

equipment, instruments, lubricants and incidentals necessary to perform

these inspections shall be furnished by the Contractor. Before proceeding to

the next inspection, all discrepancies and deficiencies observed during each

inspection shall be noted and corrected and, if directed by the Construction

Manager, the inspection shall be rescheduled and repeated at no additional

cost to the Owner.

a. Notification: When the Contractor considers the Work ready for each

inspection, the Contractor shall so notify the Construction Manager in

writing for each inspection. Each inspection shall be performed by the

Construction Manager within 10 days after receipt of the request.

2. Substantial Completion Inspection:

a. Perform a SUBSTANTIAL COMPLETION INSPECTION to fully

demonstrate to the Construction Manager that all major site work has

been brought to final configurations and restoration initiated.

b. The Construction Manager will prepare a LIST OF DEFICIENT

ITEMS to be accomplished prior to performing the Final Inspection.

1.7 FINAL CLEANING

A. Removal of Contractor's Materials: At the conclusion of the Work, promptly take

away all erection plant, tools, temporary structures and materials belonging to the

Contractor. Remove and promptly dispose of all water, dirt, rubbish or any other

foreign substances.

DPU Standard


B. Cleaning Materials and Equipment: Thoroughly clean all materials installed and

clean all existing structures, materials or equipment soiled during construction and

deliver over such materials and equipment undamaged in a bright, clean and

polished condition.

1.8 FINAL INSPECTION

A. When the Contractor considers the entire work complete in accordance with the

Contract Documents, the Contractor shall, in writing to the Owner and

Construction Manager, certify that the entire work is complete and request that the

Construction Manager issue a Certificate of Final Completion for all work

included in the Contract Documents. Within ten calendar days thereafter, the

Owner, the Contractor and Construction Manager shall make a FINAL

INSPECTION of the work to determine the status of completion. If the

Construction Manager considers the work complete, the Construction Manager

will prepare and deliver to the Owner a Certificate of Final Completion which shall

fix the Date of Final Completion for all work identified in the Contract

Documents.

B. If the Construction Manager does not consider the work complete, the

Construction Manager will issue to the Contractor a LIST OF DEFICIENT ITEMS

to be completed in accordance with the Contract Documents to achieve Final

Completion. This list identified as the LIST OF DEFICIENT ITEMS may be

added to at the Owner's discretion for work not completed in conformance with the

contract documents and shall include all incomplete work items previously

identified in the LIST OF DEFICIENT ITEMS issued with the Certificate of

Substantial Completion for the entire work.

C. The LIST OF DEFICIENT ITEMS shall be cost loaded as determined by the

Owner based on the estimated value of work involved to complete the associated

items. This retained value shall be reduced monthly as a basis for payment to the

Contractor based on the difference between the outstanding retained value during

the invoice period and the value of the LIST OF DEFICIENT ITEMS provided

record drawing have been received in accordance with the General Conditions of

the Contract. No payment made therefor shall be less than one thousand dollars

($1,000.00) except for final payment. When the Contractor verifies to the Owner's

and Construction Manager's satisfaction that all items identified in the LIST OF

DEFICIENT ITEMS have been corrected in accordance with the Contract

Documents final payment shall be made. This inspection shall demonstrate that all

elements of the project are ready to be placed in operation and all work has been

completed in accordance with the Contract Documents.

1.9 CERTIFICATE OF FINAL COMPLETION

A. The Work will be deemed complete as of the date set by the Contractor if, upon

Final Inspection, the Construction Manager determines that no further work,

physical or otherwise, is required to complete the Work in accordance with the

DPU Standard


Contract Documents. Upon determination that all Work is completed, the

Construction Manager will issue a Certificate of Final Completion. This Certificate

of Final Completion shall serve as Contractor’s authorization to generate a

requisition for final payment. The Certificate of Final Completion shall include the

project, equipment and any special warranty periods.

B. However, if such inspection, in the opinion of the Construction Manager, reveals

items of Work still to be performed, the Contractor shall promptly perform them

and then request a reinspection. In the event the Construction Manager then

determines that the Work is complete, the date of final completion shall be deemed

to be the last day of such reinspection.

C. The Owner may at its sole discretion issue a Certificate of Final Completion for

signature by the Owner, Construction Manager and Contractor; following the

expiration of the time fixed for completion in the Contract or the time for

completion as modified through a change order to the contract even though such

items of work as identified in the LIST OF DEFICIENT ITEMS are not complete

in accordance with the Contract Documents. Any items identified on the LIST OF

DEFICIENT ITEMS which have not been completed in accordance with the

contract documents within the time fixed for completion in the Contract or the time

for completion as modified through a change order to the contract shall be

identified on the Certificate of Final Completion as incomplete and shall be

credited to the Owner based solely on the Owner's determination of the cost of

such items; and, an adjustment to the total contract value shall be made via a

change order to the contract at the Owner's discretion.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT CLOSE OUT CHECK LIST

A. Table 01789-1 is a contract close out check list that will be used to coordinate

contract close out activities.

END OF SECTION

DPU Standard


Table 01789-1

PROJECT CLOSE OUT CHECK LIST

Item RequirementDate

to CM

Date

Approved

Date

Completed

Date Provided

to City

Coded

Notes

1. Completed Permits

2. Tapes, Pictures and Videos

3. Substantial Completion

4. Preliminary Punch List

5. Final Punch List

6. Contractor Notice of Completion

7. Final Inspection

8. Final Completion

9. Record Drawings

10. Final MBE-3 Form

11. Final Payment Request for Close Out

12. Project Close Out Recommendation (CM)

13. Project Close Out Recommendation (Engineer)

14. Miscellaneous Close Out Support Information

15. Release of Claims from Contractor

16. Final Affidavit of Payment of Claims

17. Final Affidavit of Release of Liens

18. Contractor Performance Evaluation

19. Close Out Letter to City Procurement Services

20. Contract Close Out Notice

DPU Standard



DPU Standard

Special Project Provisions 01900-1 June 2019

SECTION 01900

SPECIAL PROJECT PROVISIONS

PART 1 GENERAL


A. Subcontracts and Assignments

B. Contractor's Employees

C. Clarification Requests

D. Area of Operations

E. Work Adjacent to Existing Facilities

F. Existing Facilities Shown on Contract Drawings

G. Relocation of Existing Facilities

H. Photographs or Video Recording

I. Fire Protection


A. Section 01325 - Progress Schedule

B. Section 01330 - Submittals

C. Section 01789 - Contract Close Out

1.3 SUBCONTRACTS AND ASSIGNMENTS

A. If the Owner finds that the proposed subcontractor is qualified, the Contractor will

be notified in writing. The Owner may revoke approval of any subcontractor when

such subcontractor evidences an unwillingness or inability to perform his work in

strict accordance with these Contract Documents. Notice of such revocation of

approval will be given in writing to the Contractor.

B. The Contractor shall promptly, upon request, file with the Owner a conformed copy

of the subcontract. The Contractor shall cause appropriate provisions to be inserted

in all subcontracts relative to the work to bind subcontractors to the Contractor by

the terms of these Contract Documents, insofar as applicable to the work of

subcontractors, and to give the Contractor the same power as regards terminating

any subcontract that the Owner may exercise over the Contractor under provisions

of these Contract Documents.

C. Each subcontract and each lower tier subcontract shall include appropriate

provisions to bind all subcontracting tiers to the requirements of this Contract.

D. No assignment will receive approval unless the instrument of assignment contains a

clause to the effect that it is agreed that the funds to be paid the assignee under the

DPU Standard


assignment are subject to a prior lien for services rendered or materials supplied for

the performance of the work called for in the Contract in favor of all persons, firms,

or corporations rendering such services or supplying such materials.

1.4 CONTRACTOR'S EMPLOYEES

A. Character and Competency: The Contractor and his subcontractors shall employ

upon all parts of the work herein contracted for only competent, skillful, and

trustworthy employees. Should the Owner at any time give notice, in writing, to the

Contractor or his duly authorized representative on the work that any employee in

his opinion is incompetent, disorderly, careless, unobservant of instructions, or in

any way a detriment to the satisfactory progress of the work, such employee shall

immediately be dismissed and not again allowed upon the "Site".

1.5 CLARIFICATION REQUESTS

A. During the work the Contractor may request clarification of the information

presented of the Contract Documents. Such requests for information shall be in

writing on a Clarification Request Form. The final format for the Clarification

Request Form will be provided to the Contractor at the preconstruction meeting.

1.6 AREA OF OPERATIONS

A. The Contractor shall limit his operations generally to the area around the facilities

included in the Contract.

B. Access or work required in other areas of the site shall be arranged and coordinated

with the Construction Manager.

1.7 WORK ADJACENT TO EXISTING FACILITIES

A. All existing facilities, construction or adjacent property shall be adequately

protected, to the satisfaction of the Engineer, during all work under the Contract.

Such facilities include but are not limited to structure, building, utilities, process

pipelines, plant yard piping, storm and sanitary sewerage, excavations, ditches, tress,

conduits and electrical systems, any existing facilities and any appurtenances

thereto.

B. Any existing facilities, construction or adjacent property which are damaged,

disturbed, destroyed or otherwise, in the opinion of the Construction Manager, have

their usefulness or operation impaired by work under this Contract shall be replaced

by new and equal items or restored, all to the satisfaction of the Construction

Manager, by the Contractor at his own expense and no separate payment will be

made therefor.

DPU Standard


1.8 EXISTING FACILITIES SHOWN ON CONTRACT DRAWINGS

A. The Contract Drawings are considered to be substantially complete and accurate

with respect to the types and locations of existing facilities, but are not guaranteed

to be absolutely so.

B. It is the Contractor's responsibility to make his own investigations to fully inform

himself of the location, character, condition and extent of all existing facilities as

may be encountered and as may affect the construction operations.

1.9 RELOCATION OF EXISTING FACILITIES

A. The work shall include all labor, materials, equipment and all work necessary to

relocate any existing facilities (including lights, ductwork, electrical conduit and

wiring, small piping and the like), whether shown or not, that interfere with the

proper installation of the new and relocated piping and equipment as required.

1.10 PHOTOGRAPHS OR VIDEO RECORDING

A. Examination: After Effective Date of the Agreement and before Work at site is

started, Contractor, CM, and Owner shall make thorough examination of pre-

existing conditions including existing roads (plant roads and Douglasdale Road),

structures, and other improvements in vicinity of Work, as applicable, which might

be damaged by Contractor operations. Periodic reexamination shall be jointly

performed, but not less than once per year of the contract term.

B. Documentation: Contractor shall submit two copies of photographs, video, and

other records documenting examination to the CM. The CM will review, sign, and

return one record copy of every observation document to Contractor to be kept on

file in Contractor's field office as site records. These observation documents are

intended for use as indisputable evidence in ascertaining whether and to what extent

damage occurred as a result of Contractor's operations, and are for protection of

adjacent property owners, Contractor, and Owner. Contractor shall also provide this

documentation each time a crane is employed.

C. From time to time during progress of the work, photographs or video record of the

work will be taken by the Construction Manager, the Owner or their authorized

representatives at no expense to the Contractor. The Contractor shall, however,

furnish access to the work at all times for this purpose and shall furnish such

assistance as may be required.

D. The photographs or video recording thus taken shall be the property of the Owner.

Nothing herein outlined shall be construed as prohibiting the taking of photographs

or videotapes by the Contractor or his agents provided it is done at no expense to the

Owner.

DPU Standard


E. Aerial photographs shall be taken before Work at site is started, six months after

start of work and after date of Substantial Completion. A minimum of seven (7) still

views: an overall still taken directly above encompassing the entire Residuals

Lagoon area and several stills (6) taken at the four corners and one at each of the

two midpoints to adequately document the entire site. Obtain and transfer copyright

usage rights from photographer to Owner for unlimited reproduction of

photographic documentation. Provide images in JPG format, produced by a digital

camera with minimum sensor size of 12 megapixels, and at an image resolution of

not less than 4,000 by 3,000 pixels or better.

1.11 FIRE PROTECTION

A. The Contractor shall furnish and maintain on site adequate firefighting equipment

capable of extinguishing incipient fires. The Contractor shall comply with applicable

parts of the National Fire Prevention Standard for Safeguarding Building

Construction Operations (NFPA No. 241).

1.12 FLOOD EVENT

A. The 100-year flood level is approximately at elevation 108.5-ft. The Contractor shall

relocate equipment at no expense to the Owner in case of a flood event. Flood-

damaged material or equipment shall be replaced at the Contractor’s cost and Owner

shall be reimbursed for any damage to City property caused by the Contractor’s

personnel, material, or equipment.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

DPU Standard

Removal and Disposal of Water Treatment Residuals 02000-1 June 2019

SECTION 02000

REMOVAL AND DISPOSAL OF WATER TREATMENT RESIDUALS

PART 1 GENERAL

1.1 SUMMARY

A. The Contractor shall provide all labor, materials, and equipment, including but not

limited to services necessary for or incidental to the removal, dewatering, hauling and

disposal of water treatment residuals (WTR) from the Residuals Lagoon.

B. The method of sediment removal shall be by use of a hydraulic dredge. The anticipated

total amount of WTR to be removed from the Lagoon is 8,000 dry tons. The

approximate maximum depth of the Lagoon is 15 feet. Field conditions will determine

the actual quantities and locations to be removed, as directed by the CM. The

Contractor shall have no claim against the Owner if the actual amount of WTR and

sediment removed differs from the anticipated amount.

C. The Work includes hauling and disposing of the WTR and sediment to an approved

disposal or beneficial reuse site(s) in accordance with all local, state, and federal

requirements. It is the Contractor’s responsibility to locate a suitable site(s) and to

dewater the WTR and sediment as necessary for the selected site(s). The Contractor is

responsible for obtaining and paying all charges and fees for any permits, easements,

or agreeme4

D. The Contractor shall provide all equipment and temporary piping required for WTR

removal and dewatering. All costs for piping and booster pumping, if required, shall

be included in the unit prices listed in the Bid Form. The Contractor shall not use any

Owner equipment or facilities.

E. The Contractor shall provide all temporary piping and pumping required to return the

filtrate or concentrate to the Lagoon. The Contractor shall not discharge filtrate or

concentrate to the sanitary sewer system, Pre-Sedimentation Basin, Kanawha Canal, or

James River.

F. It shall be the Contractor’s responsibility to determine the condition of the site as

required to accommodate the Contractor’s WTR and sediment removal and hauling

operations. Any damage to the site caused by the Contractor’s operations shall be

repaired at no additional cost to the Owner.

G. Maintain four spill containment booms at locations and of approximate lengths as

summarized below and shown on the Drawings.

1. Containment Boom #1: Pre-Sedimentation Basin, 600 foot length.

2. Containment Boom #2: North Raw Water Intake Basin, 150 foot length.

DPU Standard


3. Containment Boom #3: South Raw Water Intake Basin, 100 foot length.

4. Containment Boom # 4: Lagoon Decant/Overflow Structure, 140 foot length.

1.2 SUBMITTALS

A. The Contractor shall submit a detailed Work Plan showing the layout of the dredging

and dewatering operation. Plan shall show:

1. Location of all equipment throughout the duration of the operation.

2. The location of all piping used for dredging, dewatering, and return of filtrate

to the Lagoon.

3. Storage location for all materials.

4. Access routes, truck turn around, and truck staging points.

5. A narrative detailing dredge placement into and removal from the Lagoon,

including movement of all equipment through the plant to the worksite.

Contractor shall satisfy himself that there is adequate room to maneuver

equipment and materials through the plant to the worksite and adjust his plan

accordingly prior to submission.

6. Plan shall be submitted to the CM for approval prior to mobilizing any

materials or equipment. Any changes to the Work Plan shall be submitted in

advance to the CM for approval.

B. Prior to commencing Work on the site, the Contractor shall submit:

1. The Contractor shall provide the CM a listing of the areas where the WTR is to

be disposed/reused in accordance with all local, state, and federal requirements.

a. If the Contractor plans to dispose of WTR in a municipal or private

landfill, the Contractor shall submit documentation that the landfill meets

the requirements of the Resource Conservation and Recovery Act

(RCRA) and applicable state regulations.

b. If the Contractor plans to beneficially reuse WTR, the Contractor shall

submit documentation certifying compliance with all federal, state, and

local guidelines or requirements.

DPU Standard


2. The Contractor shall submit confirmation that the roads and bridges on the

specified hauling route are designed for the loaded truck weights. Routes to

each disposal site and estimated round trip duration shall be provided.

3. Overall schedule covering all Work to be performed. The overall schedule shall

indicate the sequence of Work and the time of starting and completion of each

part. It shall include, but not be limited to, the following items:

a. Material and equipment delivery and setup.

b. Operational testing for WTR dewatering to determine filtrate quality and

quantity.

c. WTR removal, dewatering, and hauling.

d. Final cleaning.

4. Spill Containment Contingency Plan, including identification of all materials

and equipment required to be maintained on site in case of a spill event.

5. Plan to abate nuisance noise, lights, and odors resulting from the site activities.

6. Safety Plan.

7. Fuel Storage and Equipment Refueling Plan and Procedures.

8. Hazard communication information including product information on polymer

and other chemicals to be used. Include material safety data sheets and NSF

certification.

9. Permits required for hauling and disposal of WTR and sediment.

1.3 SPECIAL REQUIREMENTS

A. The Contractor shall not add any material to the WTR for the purpose of increasing

solids content. Such material includes, but is not limited to, fly ash, sawdust, and lime.

This requirement shall not apply to substances used solely for the purpose of

dewatering conditioners.

B. The Contractor shall route all sediment pipes and hoses or provide containment

protection such that a rupture will not cause sediments to spill into the Kanawha Canal

or the James River.

C. The Contractor shall provide special protective measures for utilities in load limited

areas (if applicable). This shall include, but not be limited to, the Raw Water Access

Bridge at the Kanawha Canal intake.

D. For the control of fuels, oils, and fluids that may be used by dredge or other equipment,

the Contractor shall maintain on-site a spill control kit and all materials necessary to

clean up and remove fuel, oil, or fluid spills.

DPU Standard


1.4 MATERIALS TO BE REMOVED

A. The Owner recently collected samples and performed analyses of the WTR in the

Residuals Lagoon. See results on Supplement B of the Technical Specifications.

B. The WTR in the Lagoon are a byproduct of the sedimentation and filtration treatment

processes of water from the James River to produce potable water. Most of the

sediments are produced through using aluminum sulfate. WTR have accumulated in

the Lagoon over the last five (5) years. Supplement C, Summary Sheet of Lagoon

Residuals Removal since 2004, includes the dewatered residuals average percent Total

Solids and average residuals removed per truck.

C. The Contractor shall satisfy himself to the existing condition of the materials to be

removed. If a Bidder wishes to take additional WTR samples he shall submit a completed

Right of Entry and Indemnification Agreement, Contractor Safety Plan and their method of

collecting samples to the City for authorization. Bidders must submit the completed

information as described in the IFB Statement of Work.

1.5 LIMITS OF WORK AREA FOR SEDIMENTS REMOVAL

A. Limits of the work area for sediment removal are shown on the Drawings and will be

strictly enforced to protect utilities, structures, etc.

B. The Contractor shall submit a written request for any deviation from the work area shown

and receive written approval of the CM prior to proceeding with work in any revised

work areas.

C. Sediments removed by hydraulic dredging shall be processed, dewatered, and loaded into

transport vehicles within the Dewatering Pad Area.

1.6 DISPOSAL SITES AND PERMITS

A. The Contractor shall obtain all appropriate permits to excavate, dredge, dewater,

transport, and dispose of WTR. Permits include but may not be limited to: VPDES and

Disposal Permit/Agreement if required for disposal site.

B. All expenses in obtaining the site(s), obtaining necessary permits from local, State, and

Federal jurisdictions, preparing the site(s), and protecting the environment, before,

during, and after the operation shall be borne by the Contractor.

C. Off-site temporary storage of the WTR shall be acceptable, if is in accordance with all

local, state, and federal requirements. Approved submittal is required for offsite

temporary storage of WTR. All temporary stored WTR shall be finally hauled to the

permitted permanent disposal site. All costs for temporary storage and transportation

of WTR’s shall be at Contractor’s expense.

DPU Standard


1.7 SPILL CONTAINMENT CONTINGENCY PLAN

A. The Contractor shall take precautions to prevent spillage of oil, fuel, chemicals, and

WTR into the James River, Kanawha Canal, Basin, and Lagoon during removal and

dewatering operations, as well as, into residential neighborhoods and other areas

during hauling operations to the disposal site(s).

1. The Contractor shall use food grade oil for all equipment operating within the

Lagoon, Basin, and Channel.

2. The Contractor shall be responsible for any spills that occur as a result of his

WTR or sediment removal and hauling operations. A Spill Containment

Contingency Plan shall be developed, and shall include response procedures

for potential oil, fuel, chemical, and WTR spills. Contractor shall maintain

on-site at all times a sufficient quantity of oil absorbers and other appropriate

response materials as may be required to mitigate the full magnitude of spills

that could occur. All spills shall be immediately addressed at the time the

incident occurs.

3. Notify CM and Owner immediately upon occurrence and remove spilled

substance(s) immediately and complete cleanup work the same day that the

spill occurs. Cleanup of spilled substance(s) left unresolved for more than

24 hours or considered a public nuisance may be performed or contracted by

the Owner on an emergency basis and the cost will be withheld from the

Contractor’s payment. This in no way will relieve the Contractor of

responsibility for the spill or subsequent results of the spill.

4. The Contractor shall properly document all spill events and mitigation actions

taken. Cleanup procedures and documentation thereof shall comply with all

applicable federal and state requirements.

5. The Contractor is responsible to compensate the Owner for any additional

expenses that the Owner incurs as a result from remediating a spill event.

1.8 SAFETY

A. The Contractor shall initiate, maintain, and supervise all safety precautions and

programs in connection with the Work. The Contractor shall take all necessary

precautions for the safety of, and provide the necessary protection to prevent damage,

injury, or loss to:

1. All persons on the Work site or who may be affected by the Work.

2. All the Work and materials and equipment to be incorporated therein, whether

in storage on or off the site.

DPU Standard


3. Other property at the site or adjacent thereto, including trees, shrubs, lawns,

walks, pavements, roadways, structures, utilities and Underground Facilities not

designated for removal, relocation or replacement in the course of the Work.

4. Contractor shall meet all safety requirements for working over and around water.

B. Safety Plan:

1. Before any Work at the site is started, the Contractor shall prepare a written plan

for Project-specific safety precautions and programs, complete with respect to

procedures and actions that the Contractor intends Contractor and all others to

follow in order for Contractor and all others to comply with all applicable Laws

and Regulations, as well as specific site requirements.

2. The Contractor shall make available the following items for review: OSHA-

200 Log for the past five years, current safety program, training program, and

experience with other related processes. Documented evidence showing

compliance with lockout/tagout, emergency response, and safe work practices

are required. The Contractor must comply with the applicable safe work

practices and controls outlined in Supplement D: Construction Site Safety Plan

for Contractors Working on or near Hazardous Conditions at the Water

Purification Plant.

3. The Contractor shall revise plan for safety precautions and programs at

appropriate times to reflect changes in construction conditions, the Work, means,

methods, techniques, sequences and procedures of construction.

C. Safety Representative: The Contractor shall designate a qualified and experienced

safety representative at the site whose duties and responsibilities shall be the prevention

of accidents and the maintaining and supervising of safety precautions and programs.

D. Hazard Communication Programs: The Contractor shall be responsible for

coordinating any exchange of material safety data sheets or other hazard

communication information required to be made available to or exchanged between

or among employers at the site in accordance with Laws or Regulations.

E. Wildlife: Species of wildlife are present in the area of the project site and may be

encountered by the Contractor during the course of the Work. Contractor shall be

solely responsible for ensuring the safety of its personnel, and shall comply with

applicable federal and state laws, when dealing with potentially dangerous species.

The OWNER shall not be responsible for any delays or costs resulting from wildlife

present at the project site.

F. Emergencies: In emergencies affecting the safety or protection of persons or the Work

or property at the site or adjacent thereto, Contractor, without special instruction or

authorization from OWNER or CM, is obligated to act to prevent threatened damage,

injury or loss. Contractor shall give CM prompt written notice if Contractor believes

that any significant changes in the Work or variations from the Contract Documents

DPU Standard


have been caused thereby. If the CM determines that a change in the Contract

Documents is required because of the action taken by Contractor in response to such an

emergency, a Change Order will be issued to document the consequences of such action.

G. The CONTRACTOR shall keep CM informed of accidents on and off the site and

related claims in a timely manner. A written accident report shall be submitted with 72

hours.

PART 2 – PRODUCTS

2.1 DREDGE PIPING

A. Pipe shall be ASTM D3350, high density polyethylene, maximum allowable hoop

stress 800 psi at 73.4 degrees F to be joined by thermal butt-fusion. Polyethylene

resins shall conform to Type PE 3408 or better. Protection shall be provided against

ultraviolet light degradation using carbon black, not less than 2 percent well dispersed

in the resin. Pipe wall thickness shall reflect the required SDR and diameter, as

shown in Table 8, ASTM F714. C.

B. Fittings shall be same as pipe, butt fusion joined, conforming to ASTM D3350. All

fittings shall have same pressure rating as pipe, unless otherwise noted.

C. Flanges shall be Van Stone type, cast ASTM A536 (65/45/12), ductile iron backing

ring, IPP Deltaflex convoluted design or equal for bolting to ANSI B16.1, Class 125;

ANSI B16.5, Class 150; and AWWA C207, Class E. Pressure performance of the

backing ring equal to SDR rating of the pipe with safety factor of two. Stub ends

same grade HDPE and pressure rating as pipe. Bolts and Washers shall be stainless

steel, ASTM A193/A193M Grade B8M studs and ASTM A194/A194M Grade 8M

hex head nuts. Gaskets shall be flat ring, 1/8-inch ethylene propylene rubber (EPR).

2.2 TREATMENT CHEMICALS

A. Polymer or other dewatering treatment chemicals shall be suitable for use in potable

water supply. The Contractor shall provide NSF certification of the treatment

chemical to the CM to verify the acceptability of the chemical for potable water use.

The use of chemicals that add weight to the solids are not allowed (e.g., lime).

2.3 CONTAINMENT BOOMS

A. Maintain or replace as needed four spill containment booms at locations and of

approximate lengths as summarized below and shown on the Drawings.

1. Containment Boom #1: Pre-Sedimentation Basin, 600 foot length.

2. Containment Boom #2: North Raw Water Intake Basin, 150 foot length.

3. Containment Boom #3: South Raw Water Intake Basin, 100 foot length.

4. Containment Boom #4: Lagoon Decant/Overflow Structure, 140 foot length.

DPU Standard


B. Spill containment booms shall be designed for deployment at permanent sites.

Containment booms shall have 18” overall height and shall be manufactured in

modular section lengths.

1. Freeboard: 8 inch.

2. Draft: 10 inch.

3. Section lengths: 50 or 100 foot.

4. Weights: Hot galvanized steel 11 oz.

5. Flotation: Molded polyethylene UV inhibited shell filled with Coast

Guard approved marine grade closed cell foam.

6. Fabric: 175 oz PVC belting with UV and marine inhibitors.

7. Color: Black belting with orange floats.

8. Connector: 18” ASTM serrated slide universal connectors wit zinc anodes.

9. Anchor Points Handles: On each connector end.

C. Provide complete anchoring system, to include, but not limited to, land anchors,

chain, and shackles, as designed and supplied by containment boom manufacturer.

Anchoring system components and materials shall be suitable for installation

conditions specific to each containment boom.

D. Submit product information, storage and handling instructions, and installation

procedures for approval. Coordinate proposed boom installation and anchor point

locations with CM prior to submitting.

E. Submit manufacturer’s recommended maintenance procedures, and furnish OWNER

with any special tools, materials, or supplies that may be necessary for future

maintenance.

F. Provide minimum one year manufacturer’s warranty.

G. Manufacturer and Products: SpillMaster SuperFlex Permanent Oil Spill Containment

Boom as manufactured by Parker Systems, Inc. Chesapeake, VA, or approval equal.

PART 3 – EXECUTION

3.1 GENERAL

A. The Contractor shall use caution when operating near any structure, including the flood

wall, CSXT railroad, and gate works. The Contractor shall be responsible for the repair

of any damage caused to any structure.

B. Any type of anchoring device shall be temporary and removed by the Contractor upon

completion of the Work. Damage caused by placement of anchors shall be repaired by

the Contractor in-kind.

C. Inspection of containment booms in the Pre-sedimentation Basin, and North and South

Raw Water Intake Basins, shall be complete prior to starting dredging of the Lagoon.

Inspection and maintenance will be required throughout the project.

DPU Standard


3.2 DREDGE PIPING INSTALLATION

A. The Contractor shall use the dredge pipe material specified herein. Securely support

the piping on top of the Lagoon berm using supports and thrust restraints approved by

the Owner.

B. In locations where a filtrate or sludge pipe will cross an area requiring vehicular access

the pipe should be supported and a ramp installed to prevent damage to the pipe and

allow vehicular access.

3.3 LAGOON WTR REMOVAL

A. WTR shall be removed by means of a floating, hydraulic dredge.

B. Control of fuels, oils, and fluids that may be used by dredge or other equipment. The

Contractor shall maintain on-site a spill control kit and all materials necessary to

clean up and remove fuel, oil, or fluid spills.

C. The Contractor shall provide all equipment and temporary piping required for WTR

removal and dewatering. All costs for piping and booster pumping, if required, shall

be included in the unit prices listed in the Bid Form. The Contractor shall not use any

Owner equipment or facilities.

D. The Contractor shall conduct his WTR removal operations to prevent damage to the

Lagoon, Basin, and Berm.

E. A maximum of one day’s production of dewatered WTR may be stored or stockpiled

at the Dewatering Pad. The stockpile must be protected from the weather. All storage

areas must comply with the Virginia Erosion and Sediment Control Law,

Regulations, and Certification Regulations.

F. Virginia Department of Health (VDH) guidelines for Lagoon overflow are less than

1.0 mg/l of aluminum; less than 10 mg/L of TSS; and less than 10 NTU of turbidity.

The Contractor is required to maintain these values below the VDH levels. The CM

shall obtain daily samples of the overflow from the Lagoon to the Basin to monitor

compliance.

G. The Contractor shall be responsible for removing and disposing of any debris found

in the Lagoon including, but not limited to, rocks, cattails, and other vegetation.

Remove all vegetation that is dislodged in the removal operation and is floating on

the surface of the Lagoon, at no additional cost to Owner.

H. The Contractor shall dewater the removed WTR on site to the maximum extent

practicable and as required by the disposal site selected by the Contractor.

I. Filtrate or concentrate shall be drained back to the Residuals Lagoon.

DPU Standard


J. Vehicle for use on Berm for dredge re-fueling operations (if needed):

1. Must be approved for all-terrain use.

2. Adhere to a 5 mph speed limit.

3. Fuel tank for refueling must be double-walled with a spill proof cap and

securely fastened to the vehicle.

4. Fuel tank size when filled with fuel combined with operator shall not exceed

the vehicle load limit.

5. Vehicle shall be stored out of sight when not in use.

6. Vehicle use is restricted to refueling activities only.

7. Build-up Berm soft spots and around tree stumps as necessary for safe travel

with gravel fill.

8. Submit proposed color and noise data of Vehicle for approval.

9. Submit proposed method of fuel transfer between Vehicle tank and dredge for

approval.

K. Booster Pump (if needed):

1. Submit pump size, type, catalog data, and method of control.

2. Submit sketch of proposed location for pump.

3. Submit method of securing booster pump to site.

4. Submit color and noise data for operating booster pump.

5. Submit a visual and sound barrier and proposed color.

6. Submit method to be utilized to transport pump to location on site.

7. Submit spill control/contingency measures at booster pump location.

3.4 WTR HAULING

A. The Contractor shall be responsible for hauling the WTR from the Owner’s plant site

to the disposal/reuse site and shall obtain and pay for any permits or fees required.

B. Dewatered WTR shall be transported in watertight containers.

DPU Standard


C. The Contractor is responsible for providing any special measures for traffic control,

including flaggers, signs, or detours.

D. The Contractor is responsible for ensuring proper signage is located on trucks

entering and exiting the WTP. Labeling on the trucks should be approved by the CM

and the Owner.

E. The Contractor shall obey all laws, regulations, and requirements of the agencies

having jurisdiction of the haul routes.

F. The Owner may stop Work if the roads are not maintained clean during WTR

hauling.

3.5 WTR DISPOSAL

A. The Contractor shall dispose of the WTR as documented in the Contractor’s Work

Plan and comply with all local, state, and federal requirements or guidelines.

B. The Contractor shall provide the CM a copy of the uniform manifest document that

accompanies each truckload if requested.

C. The Contractor shall notify the CM immediately of any problems encountered during

WTR disposal/reuse.

D. If land-applying, determination of the WTR application rate and method of

application are the Contractor’s responsibility. The application rate must be designed

to meet all local, state and federal requirements for the site.

E. All requirements for buffer zones, incorporation of WTR, land use limitations,

loading rates, storing or stockpiling of WTR, and all other guidelines or requirements

must be complied with.

F. At the completion of the Work, the Contractor shall provide the CM written

certification that the WTR were disposed/reused in accordance with all local, state,

and federal requirements. The Contractor shall also provide the CM a written report

that lists the areas where the WTR were disposed/reused, the quantities of WTR

disposed/reused, and all monitoring information required by local, state, and federal

regulatory agencies.

3.6 CONTAINMENT BOOMS

A. If the containment booms are replaced, a manufacturer’s representative shall provide

installation assistance and shall inspect and certify each completed containment boom

installation.

B. If the containment booms are replaced, a Manufacturer’s representative shall complete

and submit form “Manufacturer’s Certificate of Proper Installation” located in

Supplement E.

DPU Standard


C. The CONTRACTOR shall immediately address any issues associated with the

containment boom installations to ensure proper function is maintained. The Owner

may restrict other work activities until necessary repairs are made.

3.7 INSPECTION

A. The Contractor shall furnish, at the request of the CM and at no additional cost to the

Owner, boats, boatmen, laborers, and materials necessary for inspecting and

supervising the Work. When requested, the Contractor shall provide transportation for

the CM to and from the dredging or work area.

3.8 SUPPLEMENTS

A. The supplements listed below, following “END OF SECTION,” are part of this

Specification.

1. Supplement A – Contract Drawings

2. Supplement B – WTR Sampling Results

3. Supplement C – Summary Sheet of Lagoon Residuals Removal since 2004

4. Supplement D – Construction Site Safety Plan for Contractors Working on or

near Hazardous Conditions at the Water Purification Plant

5. Supplement E – Manufacturer’s Certificate of Proper Installation

6. Supplement F – Right of Entry and Indemnification Agreement

END OF SECTION

Supplement A Contract Drawings

Supplement B WTR Sampling Results

MEMORANDUM

City of Richmond – Water Treatment Plant Pre-Sediment Basin and Residual Lagoon Sediment Sampling

Date: 4/12/2017

To: Edward Alleyne, City of Richmond Work Order Number: 46510-003

From: Kevin T. Roberts

Subject: City of Richmond Residual Lagoon and Pre-Sedimentation Basin Sediment Sampling

Project: City of Richmond Water Purification Plant Residual Lagoon Sediment Sampling

CC: Joe Felton, Dan Seli, Kevin Alvarado

Introduction

The City of Richmond is proposing to dredge the bottom of the Residual Lagoon at the Water Purification Plant located at 3998 Douglasdale Road in Richmond, Virginia. The “site” is defined as two manmade ponds, a Pre-Sediment Basin and Residual Lagoon containing post-treatment sediment. The City of Richmond has tasked WRA to conduct sediment characterization study to determine the contents of the sediment prior to the proposed dredging efforts. This investigation describes the methodology and analytical results of the environmental sediment sampling to characterize accumulated sediment to assist the City of Richmond with addressing the following items: health and safety plan, handling procedures, material management and disposal. The results of the sampling and this report are to be used by contractors planning to submit bids for the Water Treatment Plant Lagoon Residuals Removal, Phase IV.

Environmental Sediment Sampling & Methodology

On March 21 and 23, 2017, WRA was onsite to perform sediment sampling within both the Pre-Sediment Basin and the Residual Lagoon located at the Richmond Water Purification Plant. Environmental sediment sampling was performed by WRA using a combination of a hand-held sediment coring device (AMS® sludge and sediment sampler kit) specifically designed to retain undisturbed samples from non-cohesive materials in streams and shallow lakes and a PVC sediment extractor. Continuous sampling was performed from the top of the sediment and advanced to a depth approximately 10 feet below sediment surface or to refusal. Due to the depth of accumulate sediment on the southern end of the Residual Lagoon, sediment was sampled from the bank. In order to collect representative sediment samples from middle of the lagoon sample locations were accessed by boat.

Methodology

10 discreet sample points were selected within the Residual Lagoon to provide representation of the accumulated sediment. For background comparison, three sample points were also selected within the Pre-sedimentation Basin where accumulated sediment was visible. Samples were comprised of composite sediment collected from 0-10 feet below sediment surface in the Residual Lagoon and the Pre-Sediment Basin. Sample locations are depicted in the Sample Location Plan included in Appendix A.

Once retrieved, samples were immediately placed in their respective sample containers and retained on ice until they were submitted under chain of custody to Air, Water and Soil Laboratories for analytical testing for the following parameters:

• Priority Pollutant List (PPL) Metals by methods 6010B/ 7471A

• Hexavalent Chromium by method SW7916

• Toxicity Characteristic Leaching Procedure (TCLP) Metals by method 7470

• Volatile Organic Compounds (VOCs) by method 8260B

• Semi-Volatile Organic Compounds (SVOCs) by method 8270

• Total Petroleum Compounds Gasoline Range Organics (TPH-GRO) by method 8015

• Total Petroleum Compounds Diesel Range Organics (TPH-DRO) by method 8015

4/12/2017 Page 2 46510-003

Representative samples RL-S-1 to RL-S-4 (combined) and Sample RL-S-53A & RL-S-53B were provided to determine the sample composition via wet chemistry analysis. These samples were collected in areas where the majority of dredging will occur. Sample composition, including total percent moisture, total percent solids, and total percent volatile solids (organics), was calculated via methods SM18 2540G and SM22 2540G-2011.

Analytical Data Results Summary

The accumulated sediment has revealed detections of select contaminants. Analytical results for detected compounds are summarized in Table 1 included as Appendix B in this report. For discussion purposes, the results are compared the Environmental Protection Agency’s (EPA) Regional Screening Levels (RSLs) for Residential and Industrial Soil, the Virginia Department of Environmental Quality (DEQ) TPH Clean Fill Limits and Voluntary Remediation Program’s (VRP) Tier II Sediment Screening Concentrations (Residential). Additionally, metals were compared to the United States Geological Survey (USGS) Geochemical and Mineralogical Maps for Soils of the Conterminous United States background values (Retrieved 5 April, 2016, from http://pubs.usgs.gov/of/2014/1082/pdf/ofr2014-1082.pdf). The laboratory analytical report is included in Appendix C. VOCs

Two VOC compounds were reported in the analytical results. Acetone and 2-Butanone (Methyl Ethyl Ketone (MEK)) were reported in concentrations below the EPA RSLs and DEQ Sediment Screening Concentrations. SVOCs

Two SVOCs were reported in the analytical results. Acetophenone was reported in concentrations below the EPA RSL and DEQ Sediment Screening Concentration. Pyridine was reported in concentrations below the EPA RSL; there is no DEQ Sediment Screening Concentration established for pyridine. TPH

TPH-DRO was detected above the reporting limits in RL-S-6A+6B (11.4 mg/kg) but was below the DEQ TPH clean fill limit of 50 ppm (9 VAC20-80-700: Soil Contaminated with Petroleum Products). Metals

Arsenic was detected at a concentration above the EPA RSLs (3.27 mg/kg) but were below the DEQ Sediment Screening Concentrations and USGS background value in PSB-3 (Pre-Sediment Basin location). Also in PSB-3, cadmium was detected at a concentration exceeding the USGS background value (1.22 mg/kg) but was below the EPA RSL and DEQ Sediment Screening Concentration. TCLP Metals

No TCLP metal concentrations were reported. Sample Composition Samples RL-S-1 to RL-S-4 were reported to be 93.5% moisture and 6.46% solids. Of the 6.46% solids reported, approximately 31.9% of the volume was determined to be volatile solids (organics). Samples RL-S-53A and RL-S-53B were reported to be 89.5% moisture and 10.5% solids. Of the 10.5% solids reported, approximately 27.7% of the volume was determined to be volatile solids (organics).

Discussion and Recommendations The purpose of this investigation is to evaluate sediment conditions in the Water Purification Plant Residual Lagoon and Pre - sedimentation Basin to assist the City of Richmond with addressing health and safety, material handling/management and potential disposal options for the accumulated sediment. Composite soil samples were collected from 10 sample locations and three sample locations within the Pre-Sediment Basin. Samples were collected continuously to sampler refusal. No staining, sheens or petroleum odors were observed during the sampling event. DEQ TPH Clean Fill Limits and Voluntary Remediation Program’s Tier II Sediment Screening Concentration (Residential) and the USGS background values were used as sources of analytical comparison for the area. These

4/12/2017 Page 3 46510-003

comparisons are to assist with worker safety and disposal considerations during the dredging efforts (it should be noted that these are not cleanup levels, they are levels based upon human health risk and in in the case for metals, naturally occurring background ranges). According to the analytical results for the sediment, TPH-DRO was detected in one sample location but was below the DEQ clean fill limit for TPH. Two VOCs (acetone and 2-Butanone) were detected but were below the EPA RSL and DEQ Sediment Screening Concentration. Two SVOCs (acetophenone and pyridine) were detected at concentrations below the EPA RSL and DEQ Sediment Screening Concentration. In one location, arsenic was detected in a concentration above the EPA RSL and cadmium was detected in concentrations above the USGS background range; however, arsenic was below the DEQ Sediment Screening Concentration established for residential settings. Cadmium was detected at a concentration that exceeded the naturally occurring background range but was within the EPA RSLs and the DEQ Sediment Screening Concentration. Additionally, both exceedances were detected in the PSB-3 sample location, located in the Pre-Sediment Basin and not in the Residual Lagoon. With regard to sample composition, a large percentage of each sample was represented by moisture (~90%). Of the remaining solids (>10% of total volume), approximately 30% consisted of volatile solids (organic material). This information should be taken into consideration during the sediment removal process. The laboratory results from this investigation provide a basic characterization of the sediment located in the Residual Lagoon and the Pre-sediment Basin. Overall, the contaminant detections reported in the Residual Lagoon are minor and do not exceed established values for soil or sediment in residential or industrial settings. The only exceedances were reported in sediment from sample location PSB-3, located in the Pre-Sediment Basin. Furthermore, these exceedances were metals which were slightly above their respective background range or respective EPA RSL. These values are not cleanup levels but are included for comparison purposes. No TCLP metal detections were reported. With regard to sample composition, a large percentage of each sample was represented by moisture (~90%). Of the remaining solids (>10% of total volume), approximately 30% consisted of volatile solids (organic material).Prior to dredging efforts, WRA recommends that the City of Richmond (or the contractor performing the work) pre-select several solid waste facilities to be considered for potential disposal of sediment material, including the City Landfill. Each disposal facility has specific acceptance requirements based on their respective solid waste permit and may require additional analytical data (i.e. Toxicity Characteristic Leaching Procedure, EPA paint filter liquid testing for moisture content).

_________________________________________ Kevin T. Roberts Project Environmental Scientist

MEMORANDUM

City of Richmond – Water Treatment Plant Pre-Sediment Basin and Residual Lagoon Sediment Sampling

Appendix A

!.

!.

!.

!.

!.

!.

!.

!.

!.

!.

!.

!.

!.

PSB-3

PSB-2

PSB-1

RL-S-5

RL-S-4

RL-S-3

RL-S-2

RL-S-1

RL-S-7A+7B

RL-S-6A+6B

RL-S-51A+51B

RL-S-52A+52B

RL-S-53A+53B

© OpenStreetMap (and) contributors, CC-BY-SA, Source: Esri,DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA,USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GISUser Community

Source:

Figure: City of Richmond Residiual Lagoon

& Pre-Sedimentation Basin Sediment Sampling

WRA Project No.:

Date:

City of Richmond, VirginiaSample Location

Map

Title:

1 inch = 600 feet

©Client:46510.003

City of Richmond

04/17/2017

Hydrologic Unit Code: 02080205 (Middle James-Willis)

LegendProject Study Area

!. Sample Location (Approx.)

Pre-Sedimentation Basin

Residual Lagoon

4/12/2017 Page 5 46510-003

Appendix B

Appendix B Table 1: Residual Lagoon and Pre-Sedimentation Basin Sediment Sampling – Analytical Data Results Summary

Composite Sample ID: RL-S-1 RL-S-2 RL-S-3 RL-S-4 RL-S-5 RL-S-51A

+ 51B

RL-S-52A

+ 52B

RL-S-53A

+ 53B

RL-S-6A +

6B

RL-S-7A +

7B PSB-1 PSB-2 PSB-3

Depth 0-10 ft. 0-10 ft. 0-10 ft. 0-10 ft. 0-10 ft. 0-10 ft. 0-10 ft. 0-10 ft. 0-10 ft. 0-10 ft. 0-10 ft. 0-10 ft. 0-10 ft.

Analyte / Test Method Units DEQ TPH Clean

Fill Limit

EPA

Regional

Screening

Levels (RSLs)

Residential

EPA Regional

Screening

Levels (RSLs)

Industrial

DEQ VRP Tier

II Sediment

Screening

Concentration

(Residential)

TPH-DRO / 3546 mg/kg 50 NA NA NA ND ND ND ND ND ND ND ND 11.4 ND ND ND ND

TPH-GRO / 8015 mg/kg 50 NA NA NA ND ND ND ND ND ND ND ND ND ND ND ND ND

VOCs / 8260 mg/kg

Acetone mg/kg 61,000 670,000 61,000 0.028 0.0255 0.0425 0.059 0.0813 0.059 0.0287 0.03 0.0183 ND 0.0213 0.0154 0.0223

2-Butanone (MEK) mg/kg 27,000 190,000 27,000 ND ND ND ND 0.00979 0.00704 ND 0.00556 ND 0.00995 ND ND ND

SVOCs / 8270

Acetophenone mg/kg 7,800 120,000 7,800 0.117 ND ND ND ND ND ND ND ND 0.114 ND ND ND

Pyridine mg/kg 78 1,200 NA 0.148 ND ND ND ND ND ND ND ND ND ND ND ND

Metals / 6000 / 7000 USGS

Background Ranges

Arsenic mg/kg 0.6-4.3 0.68 3.0 34 ND 1.07 1.21 1.07 1.96 2.66 ND 1.99 1.25 1.35 2.36 2.10 3.27

Cadmium mg/kg <0.1-1 71 980 70 ND ND ND ND 0.234 0.423 ND 0.214 ND 0.299 0.584 0.904 1.22

Chromium (Trivalent III) mg/kg 30-35 120,000 1,800,000 30 14.2 9.84 11.8 9.63 9.71 11.7 8.09 8.05 7.17 7.55 12.8 10.7 15.5

Chromium (Hexavalent VI) mg/kg -- 0.31 6.3 NA ND ND ND ND ND ND ND ND ND ND ND ND ND

Copper mg/kg 17.1-280 3,100 47,000 3,100 13.3 12.1 19.6 9.29 85.9 69.2 12.1 51.6 19.3 29.6 18.4 43.3 62.7

Lead mg/kg 20-24.1 400 800 400 ND ND ND ND 3.09 4.48 0.635 2.85 1.56 2.42 4.32 8.32 ND

Mercury mg/kg 0.03-0.05 11 46 9.4 ND ND 0.011 ND 0.016 0.031 ND 0.014 0.019 0.024 0.025 0.036 0.086

Nickel mg/kg 11.2-18.3 1,500 22,000 150,000 1.02 0.852 1.12 0.930 1.87 2.71 0.963 2.22 1.51 2.61 4.56 6.06 8.69

Zinc mg/kg 76-977 2,300 23,000 23,000 6.10 5.10 6.94 5.85 12.9 21.8 8.74 13.8 12.9 28.5 29.1 40.7 56.2

TCLP Metals / 6000 / 7000 mg/L RCRA Limits NA NA NA ND ND ND ND ND ND ND ND ND ND ND ND ND

Sample Composition / 2540

Combined RL-S-1 through 4 RL-S-53A

+ 53B

Moisture % 93.5 89.5

Solid % 6.46 10.5

*Volatile Solid (Organics) % 31.9 27.7

Notes: ND: Non-detect: NS: Not sampled NA: Not applicable Red Bolded: values indicate exceedance of soil standard

*Volatile Solids (Organics) represents a % of the total SOLID volume of the sample. For example: Of the 10.5% solids reported for sample RL-S-53A + 53B, approximately 27.7% of the volume of SOLIDS was determined to be volatile solids (organics).

4/12/2017 Page 6 46510-003

Appendix C

1941 Reymet Road l Richmond, Virginia 23237 l Tel: (804)-358-8295 Fax: (804)-358-8297

Laboratory Order ID 17C0754

Certificate of Analysis

Client Name:

Enclosed are the results of analyses for samples received by the laboratory on 03/22/2017 11:57. If you have

any questions concerning this report, please feel free to contact the laboratory.

Sincerely,

Ted Soyars

Laboratory Manager

Richmond, VA 23235

9030 Stony Point Parkway, Suite 220

Purchase Order:

46510-003Project Number:

Date Issued:

Date Received:

Submitted To:

Client Site I.D.:

March 29, 2017 16:36

March 22, 2017 11:57Whitman, Requardt & Associates, LLP - Richmond

Joe Felton

End Notes:

The test results listed in this report relate only to the samples submitted to the laboratory and as received by the Laboratory.

Unless otherwise noted, the test results for solid materials are calculated on a wet weight basis. Analyses for pH, dissolved oxygen,

temperature, residual chlorine and sulfite that are performed in the laboratory do not meet NELAC requirements due to extremely

short holding times. These analyses should be performed in the field. The results of field analyses performed by the Sampler

included in the Certificate of Analysis are done so at the client�s request and are not included in the laboratory�s fields of certification

nor have they been audited for adherence to a reference method or procedure.

The signature on the final report certifies that these results conform to all applicable NELAC standards unless otherwise specified.

For a complete list of the Laboratory�s NELAC certified parameters please contact customer service.

This report shall not be reproduced except in full without the expressed and written approval of an authorized representative of Air

Water & Soil Laboratories, Inc.

COR WPP Feeder Channel Sediment Testing

Final Report

Page 1 of 83

Client Site I.D.:

Project Number:Submitted To:

Date Issued:Whitman, Requardt & Associates, LLP - Richmond


46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

ANALYTICAL REPORT FOR SAMPLES


MatrixSample ID Laboratory ID Date Sampled Date Received

RL-S-1 17C0754-01 03/22/2017 11:57Soil 03/21/2017 13:00

RL-S-2 17C0754-02 03/22/2017 11:57Soil 03/21/2017 13:30

RL-S-3 17C0754-03 03/22/2017 11:57Soil 03/21/2017 13:45

RL-S-4 17C0754-04 03/22/2017 11:57Soil 03/21/2017 14:00

RL-S-5 17C0754-05 03/22/2017 11:57Soil 03/21/2017 14:15

Page 2 of 81Page 2 of 83

Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Laboratory Order ID: 17C0754

ResultParameter

Reporting

LimitMethod Qual AnalystAnalysis

Date/TimeD.F. Samp IDSample Prep

Date/Time

03/21/2017 13:00Date/Time Sampled:

RL-S-1 Laboratory Sample ID:Sample I.D. 17C0754-01

Analytical Results

Metals (Total) by EPA 6000/7000 Series Methods

SW6010C CWO<0.500 mg/kg 0.500 101 03/22/17 13:27 03/23/17 13:04Silver

SW6010C CWO<1.98 mg/kg 1.98 201RE2 03/22/17 13:27 03/24/17 13:52Arsenic

SW6010C CWO<0.200 mg/kg 0.200 101 03/22/17 13:27 03/23/17 13:04Beryllium

SW6010C CWO<0.200 mg/kg 0.200 101 03/22/17 13:27 03/23/17 13:04Cadmium

SW6010C 14.2 mg/kg CWO0.500 101 03/22/17 13:27 03/23/17 13:04Chromium

SW6010C 13.3 mg/kg CWO2.50 101 03/22/17 13:27 03/23/17 13:04Copper

SW7471B RCV<0.008 mg/kg 0.008 101 03/22/17 13:27 03/22/17 14:58Mercury

SW6010C 1.02 mg/kg CWO0.500 101 03/22/17 13:27 03/23/17 13:04Nickel

SW6010C CWO<0.500 mg/kg 0.500 101 03/22/17 13:27 03/23/17 13:04Lead

SW6010C CWO<5.00 mg/kg 5.00 101 03/22/17 13:27 03/23/17 13:04Antimony

SW6010C CWO<2.50 mg/kg 2.50 101 03/22/17 13:27 03/23/17 13:04Selenium

SW6010C CWO<2.50 mg/kg 2.50 101 03/22/17 13:27 03/23/17 13:04Thallium

SW6010C 6.10 mg/kg CWO0.500 101 03/22/17 13:27 03/23/17 13:04Zinc

TCLP Metals by 6000/7000 Series Methods

SW6010C CWO<0.100 mg/L 0.100 101 03/23/17 10:00 03/24/17 12:36TCLP Silver

SW6010C CWO<0.100 mg/L 0.100 101 03/23/17 10:00 03/24/17 12:36TCLP Arsenic

SW6010C CWO<5.00 mg/L 5.00 101 03/23/17 10:00 03/24/17 12:36TCLP Barium

SW6010C CWO<0.0400 mg/L 0.0400 101 03/23/17 10:00 03/24/17 12:36TCLP Cadmium

SW6010C CWO<0.100 mg/L 0.100 101 03/23/17 10:00 03/24/17 12:36TCLP Chromium

SW7470A RCV<0.008 mg/L 0.008 101 03/23/17 09:00 03/24/17 11:41TCLP Mercury

SW6010C CWO<0.100 mg/L 0.100 101 03/23/17 10:00 03/24/17 12:36TCLP Lead

SW6010C CWO<0.250 mg/L 0.250 101 03/23/17 10:00 03/24/17 12:36TCLP Selenium

SW1311 1 # RCV-- 101 03/22/17 15:59 03/23/17 08:33TCLP Extraction Fluid,

Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results

Volatile Hydrocarbons by GC

SW8015C CL<0.50 mg/kg 0.50 101 03/23/17 13:22 03/23/17 13:22TPH-Volatiles (GRO)

Volatile Organic Compounds by GCMS

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,1,1,2-Tetrachloroethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,1,1-Trichloroethane



SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,1-Dichloroethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,1-Dichloroethylene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,1-Dichloropropene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,2,3-Trichlorobenzene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,2,3-Trichloropropane


SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,2,4-Trimethylbenzene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,2-Dibromo-3-chloropropane

(DBCP)

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,2-Dibromoethane (EDB)

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,2-Dichlorobenzene


SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:591,2-Dichloropropane






SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:592-Butanone (MEK)

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:592-Chlorotoluene


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results


SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:592-Hexanone (MBK)


SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:594-Isopropyltoluene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:594-Methyl-2-pentanone (MIBK)

SW8260B 28.0 ug/kg LAO10.0 101 03/22/17 13:59 03/22/17 13:59Acetone

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Benzene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Bromobenzene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Bromochloromethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Bromodichloromethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Bromoform

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Bromomethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Carbon disulfide

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Carbon tetrachloride

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Chlorobenzene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Chloroethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Chloroform

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Chloromethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59cis-1,2-Dichloroethylene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59cis-1,3-Dichloropropene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Dibromochloromethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Dibromomethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Dichlorodifluoromethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Di-isopropyl ether (DIPE)

SW8260B LAO<80.0 ug/kg 80.0 101 03/22/17 13:59 03/22/17 13:59Ethanol

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Ethylbenzene

SW8260B LAO<25.0 ug/kg 25.0 101 03/22/17 13:59 03/22/17 13:59Ethyl-t-butyl ether (ETBE)


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results


SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Hexachlorobutadiene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Iodomethane

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Isopropylbenzene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59m+p-Xylenes

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Methylene chloride

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Methyl-t-butyl ether (MTBE)

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Naphthalene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59n-Butylbenzene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59n-Propylbenzene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59o-Xylene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59sec-Butylbenzene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Styrene

SW8260B LAO<10.0 ug/kg 10.0 101 03/22/17 13:59 03/22/17 13:59TAA

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59TAEE

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59TAME

SW8260B LAO<100 ug/kg 100 101 03/22/17 13:59 03/22/17 13:59TBA

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59tert-Butylbenzene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Tetrachloroethylene (PCE)

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Toluene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59trans-1,2-Dichloroethylene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59trans-1,3-Dichloropropene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Trichloroethylene

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Trichlorofluoromethane

SW8260B LAO<10.0 ug/kg 10.0 101 03/22/17 13:59 03/22/17 13:59Vinyl acetate

SW8260B LAO<5.00 ug/kg 5.00 101 03/22/17 13:59 03/22/17 13:59Vinyl chloride

SW8260B LAO<10.0 ug/kg 10.0 101 03/22/17 13:59 03/22/17 13:59Xylenes, Total


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results


80-120102 %Surr: 1,2-Dichloroethane-d4 LAO01 SW8260B 03/22/17 13:59 03/22/17 13:59

85-12099.0 %Surr: 4-Bromofluorobenzene LAO01 SW8260B 03/22/17 13:59 03/22/17 13:59

78-119105 %Surr: Dibromofluoromethane LAO01 SW8260B 03/22/17 13:59 03/22/17 13:59

85-115102 %Surr: Toluene-d8 LAO01 SW8260B 03/22/17 13:59 03/22/17 13:59

Semivolatile Organic Compounds by GCMS

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:201,2,4,5-Tetrachlorobenzene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:201,2,4-Trichlorobenzene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:201,2-Dichlorobenzene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:201,2-Diphenylhydrazine



SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:201-Chloronaphthalene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:201-Naphthylamine

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202,3,4,6-Tetrachlorophenol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202,4,5-Trichlorophenol


SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202,4-Dichlorophenol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202,4-Dimethylphenol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202,4-Dinitrophenol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202,4-Dinitrotoluene




SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202-Chlorophenol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202-Methylnaphthalene



Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results


SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202-Nitroaniline

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202-Nitrophenol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:203,3'-Dichlorobenzidine

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:203-Methylcholanthrene


SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:204,6-Dinitro-2-methylphenol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:204-Aminobiphenyl

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:204-Bromophenyl phenyl ether

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:204-Chloroaniline

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:204-Chlorophenyl phenyl ether

SW8270D SKS<83.3 ug/kg C 83.3 101 03/24/17 10:14 03/24/17 19:204-Nitroaniline


SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:207,12-Dimethylbenz (a)

anthracene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Acenaphthene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Acenaphthylene

SW8270D 117 ug/kg SKS83.3 101 03/24/17 10:14 03/24/17 19:20Acetophenone

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Aniline

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Anthracene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Benzidine

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Benzo (a) anthracene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Benzo (a) pyrene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Benzo (b) fluoranthene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Benzo (g,h,i) perylene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Benzo (k) fluoranthene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Benzoic acid

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Benzyl alcohol


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results


SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20bis (2-Chloroethoxy) methane

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20bis (2-Chloroethyl) ether

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:202,2'-Oxybis

(1-chloropropane)

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20bis (2-Ethylhexyl) phthalate

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Butyl benzyl phthalate

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Chrysene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Dibenz (a,h) anthracene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Dibenz (a,j) acridine

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Dibenzofuran

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Diethyl phthalate

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Dimethyl phthalate

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Di-n-butyl phthalate

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Di-n-octyl phthalate

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Diphenylamine

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Ethyl methanesulfonate

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Fluoranthene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Fluorene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Hexachlorobenzene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Hexachlorobutadiene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Hexachlorocyclopentadiene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Hexachloroethane

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Indeno (1,2,3-cd) pyrene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Isophorone

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20m+p-Cresols

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Methyl methanesulfonate

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Naphthalene


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results


SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Nitrobenzene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20n-Nitrosodimethylamine

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20n-Nitrosodi-n-butylamine

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20n-Nitrosodi-n-propylamine

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20n-Nitrosodiphenylamine

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20n-Nitrosopiperidine

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20o+m+p-Cresols

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20o-Cresol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20p-(Dimethylamino)

azobenzene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20p-Chloro-m-cresol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Pentachloronitrobenzene

(quintozene)

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Pentachlorophenol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Phenacetin

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Phenanthrene

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Phenol

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Pronamide

SW8270D SKS<83.3 ug/kg 83.3 101 03/24/17 10:14 03/24/17 19:20Pyrene

SW8270D 148 ug/kg SKS83.3 101 03/24/17 10:14 03/24/17 19:20Pyridine

35-12558.3 %Surr: 2,4,6-Tribromophenol SKS01 SW8270D 03/24/17 10:14 03/24/17 19:20

45-10557.8 %Surr: 2-Fluorobiphenyl SKS01 SW8270D 03/24/17 10:14 03/24/17 19:20

35-10563.7 %Surr: 2-Fluorophenol SKS01 SW8270D 03/24/17 10:14 03/24/17 19:20

35-10061.5 %Surr: Nitrobenzene-d5 SKS01 SW8270D 03/24/17 10:14 03/24/17 19:20

40-10063.2 %Surr: Phenol-d5 SKS01 SW8270D 03/24/17 10:14 03/24/17 19:20

30-12567.0 %Surr: p-Terphenyl-d14 SKS01 SW8270D 03/24/17 10:14 03/24/17 19:20


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results

Semivolatile Hydrocarbons by GC

SW8015C CVH<10.0 mg/kg 10.0 101 03/23/17 15:28 03/28/17 15:15TPH-Semi-Volatiles (DRO)

40-16068.2 %Surr: Pentacosane CVH01 SW8015C 03/23/17 15:28 03/28/17 15:15

Wet Chemistry Analysis

SW7196A CMB<0.20 mg/kg 0.20 101 03/24/17 15:30 03/24/17 15:30Chromium, Hexavalent


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results



SW6010C 1.07 mg/kg CWO1.00 102 03/22/17 13:27 03/23/17 13:06Arsenic







SW6010C CWO<0.500 mg/kg 0.500 102 03/22/17 13:27 03/23/17 13:06Lead




SW6010C 5.10 mg/kg CWO0.500 102 03/22/17 13:27 03/23/17 13:06Zinc











Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 102 03/22/17 14:25 03/22/17 14:25TAA

SW8260B LAO<5.00 ug/kg 5.00 102 03/22/17 14:25 03/22/17 14:25TAEE

SW8260B LAO<5.00 ug/kg 5.00 102 03/22/17 14:25 03/22/17 14:25TAME

SW8260B LAO<100 ug/kg 100 102 03/22/17 14:25 03/22/17 14:25TBA












Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results



85-120102 %Surr: 4-Bromofluorobenzene LAO02 SW8260B 03/22/17 14:25 03/22/17 14:25


























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene



SW8270D SKS<83.3 ug/kg 83.3 102 03/24/17 10:14 03/24/17 19:55Acetophenone












Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)







SW8270D SKS<83.3 ug/kg 83.3 102 03/24/17 10:14 03/24/17 19:55Pyridine


45-10543.1 %Surr: 2-Fluorobiphenyl S SKS02 SW8270D 03/24/17 10:14 03/24/17 19:55






Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results



SW6010C 1.21 mg/kg CWO1.00 103RE1 03/22/17 13:27 03/24/17 13:12Arsenic





SW7471B 0.011 mg/kg RCV0.008 103 03/22/17 13:27 03/22/17 15:02Mercury


SW6010C CWO<0.500 mg/kg 0.500 103 03/22/17 13:27 03/23/17 13:07Lead




SW6010C 6.94 mg/kg CWO0.500 103 03/22/17 13:27 03/23/17 13:07Zinc











Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 103 03/22/17 14:50 03/22/17 14:50TAA

SW8260B LAO<5.00 ug/kg 5.00 103 03/22/17 14:50 03/22/17 14:50TAEE

SW8260B LAO<5.00 ug/kg 5.00 103 03/22/17 14:50 03/22/17 14:50TAME

SW8260B LAO<100 ug/kg 100 103 03/22/17 14:50 03/22/17 14:50TBA












Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results


80-12098.6 %Surr: 1,2-Dichloroethane-d4 LAO03 SW8260B 03/22/17 14:50 03/22/17 14:50



























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results










SW6010C CWO<0.500 mg/kg 0.500 104 03/22/17 13:27 03/23/17 13:08Lead




SW6010C 5.85 mg/kg CWO0.500 104 03/22/17 13:27 03/23/17 13:08Zinc











Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 104 03/22/17 15:13 03/22/17 15:13TAA

SW8260B LAO<5.00 ug/kg 5.00 104 03/22/17 15:13 03/22/17 15:13TAEE

SW8260B LAO<5.00 ug/kg 5.00 104 03/22/17 15:13 03/22/17 15:13TAME

SW8260B LAO<100 ug/kg 100 104 03/22/17 15:13 03/22/17 15:13TBA












Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





SW6010C 0.234 mg/kg CWO0.200 105 03/22/17 13:27 03/23/17 13:10Cadmium





SW6010C 3.09 mg/kg CWO0.500 105 03/22/17 13:27 03/23/17 13:10Lead




SW6010C 12.9 mg/kg CWO0.500 105 03/22/17 13:27 03/23/17 13:10Zinc











Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)










SW8260B 9.79 ug/kg LAO5.00 105 03/22/17 15:37 03/22/17 15:372-Butanone (MEK)



Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 105 03/22/17 15:37 03/22/17 15:37TAA

SW8260B LAO<5.00 ug/kg 5.00 105 03/22/17 15:37 03/22/17 15:37TAEE

SW8260B LAO<5.00 ug/kg 5.00 105 03/22/17 15:37 03/22/17 15:37TAME

SW8260B LAO<100 ug/kg 100 105 03/22/17 15:37 03/22/17 15:37TBA












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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene















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46510-003Joe Felton

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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















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46510-003Joe Felton

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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

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Final Report

Analytical Summary

Preparation Method:

Preparation Method:

Sample IDPreparation Factors

Initial / FinalSequence ID Calibration IDBatch IDMethod

No Prep Wet ChemPreparation Method:Wet Chemistry Analysis

17C0754-01 BAC0653 SAC0654SW7196A AC70129100 g / 100 mL







SW1311 MetalsPreparation Method:TCLP Metals by 6000/7000 Series Methods

17C0754-01 BAC0574 SAC0579SW1311 100 g / 2000 mL

17C0754-02 BAC0574 SAC0579SW1311 100 g / 2000 mL

17C0754-03 BAC0574 SAC0579SW1311 100 g / 2000 mL

17C0754-04 BAC0574 SAC0579SW1311 100 g / 2000 mL

17C0754-05 BAC0574 SAC0579SW1311 100 g / 2000 mL



SW3010APreparation Method:TCLP Metals by 6000/7000 Series Methods

17C0754-01 BAC0592 SAC0635SW6010C AC7012410.0 mL / 50.0 mL







SW3050BPreparation Method:Metals (Total) by EPA 6000/7000 Series Methods

17C0754-01 BAC0552 SAC0605SW6010C AC701141.01 g / 50.0 mL

17C0754-01RE1 BAC0552 SAC0636SW6010C AC701241.01 g / 50.0 mL


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Final Report











SW3550CPreparation Method:Semivolatile Organic Compounds by GCMS

17C0754-01 BAC0635 SAC0647SW8270D AC7007330.0 g / 1.00 mL







SW5030BPreparation Method:Volatile Organic Compounds by GCMS

17C0754-01 BAC0584 SAC0584SW8260B AC700235.01 g / 5.00 mL





SW5030BPreparation Method:Volatile Hydrocarbons by GC










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Final Report



17C0754-01 BAC0580 SAC0638SW7470A AC701221.00 mL / 20.0 mL







SW7471APreparation Method:Metals (Total) by EPA 6000/7000 Series Methods








SW8100Preparation Method:Semivolatile Hydrocarbons by GC







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

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Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte

Metals (Total) by EPA 6000/7000 Series Methods - Quality Control

Air Water and Soil Laboratories, Inc.

Batch BAC0538 - SW7471A

Blank (BAC0538-BLK1) Prepared & Analyzed: 03/22/2017

0.008 mg/kg<0.008 mg/kgMercury

LCS (BAC0538-BS1) Prepared & Analyzed: 03/22/2017

0.008 0.0940 80-12096.1mg/kg0.090 mg/kg mg/kgMercury

LCS Dup (BAC0538-BSD1) Prepared & Analyzed: 03/22/2017

0.008 0.0998 2080-12097.6 7.56mg/kg0.097 mg/kg mg/kgMercury

Matrix Spike (BAC0538-MS1) Prepared & Analyzed: 03/22/2017Source: 17C0728-01

0.008 0.0877 80-120108mg/kg0.094 mg/kg <0.008 mg/kgMercury

Matrix Spike Dup (BAC0538-MSD1) Prepared & Analyzed: 03/22/2017Source: 17C0728-01

0.008 0.0924 2080-120102 0.355mg/kg0.094 mg/kg <0.008 mg/kgMercury

Batch BAC0552 - SW3050B

Blank (BAC0552-BLK1) Prepared: 03/22/2017 Analyzed: 03/23/2017

2.50 mg/kg<2.50 mg/kgSelenium

0.500 mg/kg<0.500 mg/kgLead

0.200 mg/kg<0.200 mg/kgBeryllium

2.50 mg/kg<2.50 mg/kgThallium

0.500 mg/kg<0.500 mg/kgChromium

0.200 mg/kg<0.200 mg/kgCadmium

0.500 mg/kg<0.500 mg/kgNickel

5.00 mg/kg<5.00 mg/kgAntimony

2.50 mg/kg<2.50 mg/kgCopper

1.00 mg/kg<1.00 mg/kgArsenic

0.500 mg/kg<0.500 mg/kgZinc

0.500 mg/kg<0.500 mg/kgSilver


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte




LCS (BAC0552-BS1) Prepared: 03/22/2017 Analyzed: 03/23/2017

2.50 98.0 80-120105mg/kg103 mg/kg mg/kgCopper

0.500 98.0 80-120102mg/kg99.9 mg/kg mg/kgChromium

5.00 98.0 80-12099.2mg/kg97.2 mg/kg mg/kgAntimony

2.50 98.0 80-12096.4mg/kg94.5 mg/kg mg/kgThallium

0.500 98.0 80-120102mg/kg100 mg/kg mg/kgNickel

0.500 98.0 80-120103mg/kg101 mg/kg mg/kgLead

2.50 98.0 80-12098.4mg/kg96.5 mg/kg mg/kgSelenium

0.500 98.0 80-120100mg/kg98.3 mg/kg mg/kgZinc

0.500 4.90 80-12098.8mg/kg4.84 mg/kg mg/kgSilver

0.200 98.0 80-12098.5mg/kg96.6 mg/kg mg/kgBeryllium

0.200 98.0 80-120101mg/kg99.0 mg/kg mg/kgCadmium

1.00 98.0 80-12098.9mg/kg96.9 mg/kg mg/kgArsenic

LCS Dup (BAC0552-BSD1) Prepared: 03/22/2017 Analyzed: 03/23/2017

5.00 98.5 2080-12098.9 0.217mg/kg97.5 mg/kg mg/kgAntimony

0.200 98.5 2080-12099.3 1.31mg/kg97.8 mg/kg mg/kgBeryllium

0.500 98.5 2080-120102 0.414mg/kg101 mg/kg mg/kgLead

1.00 98.5 2080-12098.2 0.144mg/kg96.8 mg/kg mg/kgArsenic

0.500 4.93 2080-120100 1.92mg/kg4.93 mg/kg mg/kgSilver

0.500 98.5 2080-120103 0.835mg/kg101 mg/kg mg/kgNickel

2.50 98.5 2080-12098.0 0.111mg/kg96.6 mg/kg mg/kgSelenium

2.50 98.5 2080-120102 6.13mg/kg100 mg/kg mg/kgThallium

0.500 98.5 2080-120103 1.24mg/kg101 mg/kg mg/kgChromium

0.200 98.5 2080-120102 1.18mg/kg100 mg/kg mg/kgCadmium

0.500 98.5 2080-120101 1.12mg/kg99.5 mg/kg mg/kgZinc

2.50 98.5 2080-120106 1.21mg/kg104 mg/kg mg/kgCopper

Matrix Spike (BAC0552-MS1) Prepared: 03/22/2017 Analyzed: 03/23/2017Source: 17C0728-01

0.500 97.6 75-12588.3mg/kg186 mg/kg 99.6 mg/kgZinc

2.50 97.6 75-125101mg/kg113 mg/kg 15.1 mg/kgCopper

0.500 4.88 75-12597.2mg/kg4.74 mg/kg <0.500 mg/kgSilver

2.50 97.6 75-12593.9mg/kg91.6 mg/kg <2.50 mg/kgThallium


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





0.500 97.6 75-12599.5mg/kg101 mg/kg 3.89 mg/kgLead

0.500 97.6 75-12596.6mg/kg108 mg/kg 13.9 mg/kgNickel

1.00 97.6 75-12597.5mg/kg99.2 mg/kg 4.11 mg/kgArsenic

0.200 97.6 75-125101mg/kg99.7 mg/kg 1.23 mg/kgCadmium

0.500 97.6 75-12598.7mg/kg137 mg/kg 40.8 mg/kgChromium

0.200 97.6 75-12599.9mg/kg97.5 mg/kg <0.200 mg/kgBeryllium

5.00 97.6 75-12532.0mg/kg36.2 mg/kg <5.00 mg/kgAntimony M

2.50 97.6 75-12599.4mg/kg97.0 mg/kg <2.50 mg/kgSelenium

Matrix Spike Dup (BAC0552-MSD1) Prepared: 03/22/2017 Analyzed: 03/23/2017Source: 17C0728-01

2.50 98.0 2075-125101 8.03mg/kg99.3 mg/kg <2.50 mg/kgThallium

2.50 98.0 2075-125106 5.06mg/kg119 mg/kg 15.1 mg/kgCopper

0.200 98.0 2075-125109 8.18mg/kg108 mg/kg 1.23 mg/kgCadmium

0.200 98.0 2075-125108 8.35mg/kg106 mg/kg <0.200 mg/kgBeryllium

5.00 98.0 2075-12540.1 20.1mg/kg44.3 mg/kg <5.00 mg/kgAntimony M, P

0.500 98.0 2075-125111 11.2mg/kg113 mg/kg 3.89 mg/kgLead

0.500 98.0 2075-125107 9.43mg/kg119 mg/kg 13.9 mg/kgNickel

0.500 4.90 2075-125104 7.59mg/kg5.12 mg/kg <0.500 mg/kgSilver

1.00 98.0 2075-125110 12.3mg/kg112 mg/kg 4.11 mg/kgArsenic

2.50 98.0 2075-125111 11.1mg/kg108 mg/kg <2.50 mg/kgSelenium

0.500 98.0 2075-12597.1 0.784mg/kg136 mg/kg 40.8 mg/kgChromium

0.500 98.0 2075-12592.2 2.28mg/kg190 mg/kg 99.6 mg/kgZinc


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte

TCLP Metals by 6000/7000 Series Methods - Quality Control


Batch BAC0574 - SW1311 Metals


0 #1 #Extraction Fluid, Metals



0.008 mg/L<0.008 mg/LMercury


0.008 0.0500 80-120106mg/L0.053 mg/L mg/LMercury


0.008 0.0500 2080-120107 0.938mg/L0.054 mg/L mg/LMercury


0.008 0.0500 80-120110mg/L0.055 mg/L <0.008 mg/LMercury


0.008 0.0500 2080-120107 2.35mg/L0.054 mg/L <0.008 mg/LMercury



0.100 mg/L<0.100 mg/LArsenic

5.00 mg/L<5.00 mg/LBarium

0.0400 mg/L<0.0400 mg/LCadmium

0.100 mg/L<0.100 mg/LChromium

0.100 mg/L<0.100 mg/LLead

0.250 mg/L<0.250 mg/LSelenium

0.100 mg/L<0.100 mg/LSilver


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





0.100 2.50 80-120109mg/L2.73 mg/L mg/LArsenic

5.00 2.50 80-120109mg/L<5.00 mg/L mg/LBarium

0.0400 2.50 80-120107mg/L2.67 mg/L mg/LCadmium

0.100 2.50 80-120104mg/L2.60 mg/L mg/LChromium

0.100 2.50 80-120102mg/L2.55 mg/L mg/LLead

0.250 2.50 80-120103mg/L2.58 mg/L mg/LSelenium

0.100 0.500 80-12099.8mg/L0.499 mg/L mg/LSilver


0.100 2.50 2080-120109 0.657mg/L2.71 mg/L mg/LArsenic

5.00 2.50 2080-120112 2.48mg/L<5.00 mg/L mg/LBarium

0.0400 2.50 2080-120109 1.66mg/L2.71 mg/L mg/LCadmium

0.100 2.50 2080-120106 1.80mg/L2.65 mg/L mg/LChromium

0.100 2.50 2080-120105 2.38mg/L2.62 mg/L mg/LLead

0.250 2.50 2080-120108 4.77mg/L2.71 mg/L mg/LSelenium

0.100 0.500 2080-120104 4.11mg/L0.520 mg/L mg/LSilver


0.100 2.50 75-125101mg/L2.53 mg/L <0.100 mg/LArsenic

5.00 2.50 75-125107mg/L<5.00 mg/L <5.00 mg/LBarium

0.0400 2.50 75-12598.7mg/L2.47 mg/L <0.0400 mg/LCadmium

0.100 2.50 75-125100mg/L2.51 mg/L <0.100 mg/LChromium

0.100 2.50 75-12596.6mg/L2.42 mg/L <0.100 mg/LLead

0.250 2.50 75-12597.4mg/L2.44 mg/L <0.250 mg/LSelenium

0.100 0.500 75-12592.6mg/L0.463 mg/L <0.100 mg/LSilver


0.100 2.50 2075-12596.9 4.49mg/L2.42 mg/L <0.100 mg/LArsenic

5.00 2.50 2075-125106 1.26mg/L<5.00 mg/L <5.00 mg/LBarium

0.0400 2.50 2075-12596.3 2.45mg/L2.41 mg/L <0.0400 mg/LCadmium

0.100 2.50 2075-12596.7 3.71mg/L2.42 mg/L <0.100 mg/LChromium

0.100 2.50 2075-12592.5 4.36mg/L2.31 mg/L <0.100 mg/LLead

0.250 2.50 2075-12592.3 5.44mg/L2.31 mg/L <0.250 mg/LSelenium


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





0.100 0.500 2075-12590.1 2.70mg/L0.451 mg/L <0.100 mg/LSilver


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte

Volatile Hydrocarbons by GC - Quality Control




0.10 mg/kg<0.10 mg/kgTPH-Volatiles (GRO)


0.10 1.00 70-13089.5mg/kg0.90 mg/kg mg/kgTPH-Volatiles (GRO)


0.50 5.00 70-13084.4mg/kg4.22 mg/kg <0.50 mg/kgTPH-Volatiles (GRO)


0.50 5.00 2070-13090.2 6.71mg/kg4.51 mg/kg <0.50 mg/kgTPH-Volatiles (GRO)


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte

Volatile Organic Compounds by GCMS - Quality Control




5.00 ug/kg<5.00 ug/kg1,1,1,2-Tetrachloroethane

5.00 ug/kg<5.00 ug/kg1,1,1-Trichloroethane



5.00 ug/kg<5.00 ug/kg1,1-Dichloroethane

5.00 ug/kg<5.00 ug/kg1,1-Dichloroethylene

5.00 ug/kg<5.00 ug/kg1,1-Dichloropropene

5.00 ug/kg<5.00 ug/kg1,2,3-Trichlorobenzene

5.00 ug/kg<5.00 ug/kg1,2,3-Trichloropropane


5.00 ug/kg<5.00 ug/kg1,2,4-Trimethylbenzene

5.00 ug/kg<5.00 ug/kg1,2-Dibromo-3-chloropropane (DBCP)

5.00 ug/kg<5.00 ug/kg1,2-Dibromoethane (EDB)

5.00 ug/kg<5.00 ug/kg1,2-Dichlorobenzene


5.00 ug/kg<5.00 ug/kg1,2-Dichloropropane






5.00 ug/kg<5.00 ug/kg2-Butanone (MEK)

5.00 ug/kg<5.00 ug/kg2-Chlorotoluene

5.00 ug/kg<5.00 ug/kg2-Hexanone (MBK)


5.00 ug/kg<5.00 ug/kg4-Isopropyltoluene

5.00 ug/kg<5.00 ug/kg4-Methyl-2-pentanone (MIBK)

10.0 ug/kg<10.0 ug/kgAcetone

5.00 ug/kg<5.00 ug/kgBenzene

5.00 ug/kg<5.00 ug/kgBromobenzene

5.00 ug/kg<5.00 ug/kgBromochloromethane


Client Site I.D.:




46510-003Joe Felton

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Client Name:

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3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5.00 ug/kg<5.00 ug/kgBromodichloromethane

5.00 ug/kg<5.00 ug/kgBromoform

5.00 ug/kg<5.00 ug/kgBromomethane

5.00 ug/kg<5.00 ug/kgCarbon disulfide

5.00 ug/kg<5.00 ug/kgCarbon tetrachloride

5.00 ug/kg<5.00 ug/kgChlorobenzene

5.00 ug/kg<5.00 ug/kgChloroethane

5.00 ug/kg<5.00 ug/kgChloroform

5.00 ug/kg<5.00 ug/kgChloromethane

5.00 ug/kg<5.00 ug/kgcis-1,2-Dichloroethylene

5.00 ug/kg<5.00 ug/kgcis-1,3-Dichloropropene

5.00 ug/kg<5.00 ug/kgDibromochloromethane

5.00 ug/kg<5.00 ug/kgDibromomethane

5.00 ug/kg<5.00 ug/kgDichlorodifluoromethane

5.00 ug/kg<5.00 ug/kgDi-isopropyl ether (DIPE)

80.0 ug/kg<80.0 ug/kgEthanol

5.00 ug/kg<5.00 ug/kgEthylbenzene

25.0 ug/kg<25.0 ug/kgEthyl-t-butyl ether (ETBE)

5.00 ug/kg<5.00 ug/kgHexachlorobutadiene

5.00 ug/kg<5.00 ug/kgIodomethane

5.00 ug/kg<5.00 ug/kgIsopropylbenzene

5.00 ug/kg<5.00 ug/kgm+p-Xylenes

5.00 ug/kg<5.00 ug/kgMethylene chloride

5.00 ug/kg<5.00 ug/kgMethyl-t-butyl ether (MTBE)

5.00 ug/kg<5.00 ug/kgNaphthalene

5.00 ug/kg<5.00 ug/kgn-Butylbenzene

5.00 ug/kg<5.00 ug/kgn-Propylbenzene

5.00 ug/kg<5.00 ug/kgo-Xylene

5.00 ug/kg<5.00 ug/kgsec-Butylbenzene

5.00 ug/kg<5.00 ug/kgStyrene

10.0 ug/kg<10.0 ug/kgTAA


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5.00 ug/kg<5.00 ug/kgTAEE

5.00 ug/kg<5.00 ug/kgTAME

100 ug/kg<100 ug/kgTBA

5.00 ug/kg<5.00 ug/kgtert-Butylbenzene

5.00 ug/kg<5.00 ug/kgTetrachloroethylene (PCE)

5.00 ug/kg<5.00 ug/kgToluene

5.00 ug/kg<5.00 ug/kgtrans-1,2-Dichloroethylene

5.00 ug/kg<5.00 ug/kgtrans-1,3-Dichloropropene

5.00 ug/kg<5.00 ug/kgTrichloroethylene

5.00 ug/kg<5.00 ug/kgTrichlorofluoromethane

10.0 ug/kg<10.0 ug/kgVinyl acetate

5.00 ug/kg<5.00 ug/kgVinyl chloride

10.0 ug/kg<10.0 ug/kgXylenes, Total

50.0 80-120Surr: 1,2-Dichloroethane-d4 98.749.3 ug/kg

50.0 85-120Surr: 4-Bromofluorobenzene 10150.6 ug/kg

50.0 78-119Surr: Dibromofluoromethane 10150.6 ug/kg

50.0 85-115Surr: Toluene-d8 10150.7 ug/kg


5 50.0 75-125104ug/L51.8 ug/L ug/L1,1,1,2-Tetrachloroethane

5 50.0 70-135114ug/L57.0 ug/L ug/L1,1,1-Trichloroethane

5 50.0 55-130100ug/L50.0 ug/L ug/L1,1,2,2-Tetrachloroethane

5 50.0 60-125109ug/L54.7 ug/L ug/L1,1,2-Trichloroethane

5 50.0 75-125117ug/L58.4 ug/L ug/L1,1-Dichloroethane

5 50.0 65-135116ug/L57.8 ug/L ug/L1,1-Dichloroethylene

5 50.0 70-135114ug/L57.1 ug/L ug/L1,1-Dichloropropene

5 50.0 60-135102ug/L50.9 ug/L ug/L1,2,3-Trichlorobenzene

5 50.0 65-13099.0ug/L49.5 ug/L ug/L1,2,3-Trichloropropane

5 50.0 65-130104ug/L52.2 ug/L ug/L1,2,4-Trichlorobenzene

5 50.0 65-135105ug/L52.6 ug/L ug/L1,2,4-Trimethylbenzene

5 50.0 40-13594.9ug/L47.5 ug/L ug/L1,2-Dibromo-3-chloropropane (DBCP)


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5 50.0 70-125106ug/L53.2 ug/L ug/L1,2-Dibromoethane (EDB)

5 50.0 75-12097.3ug/L48.6 ug/L ug/L1,2-Dichlorobenzene

5 50.0 70-135103ug/L51.6 ug/L ug/L1,2-Dichloroethane

5 50.0 70-120112ug/L55.9 ug/L ug/L1,2-Dichloropropane

5 50.0 65-135102ug/L51.2 ug/L ug/L1,3,5-Trimethylbenzene

5 50.0 70-125101ug/L50.4 ug/L ug/L1,3-Dichlorobenzene


5 50.0 70-125101ug/L50.6 ug/L ug/L1,4-Dichlorobenzene


5 50.0 30-160123ug/L61.3 ug/L ug/L2-Butanone (MEK)

5 50.0 70-130104ug/L52.2 ug/L ug/L2-Chlorotoluene

5 50.0 45-145119ug/L59.6 ug/L ug/L2-Hexanone (MBK)

5 50.0 75-125100ug/L50.2 ug/L ug/L4-Chlorotoluene

5 50.0 75-135102ug/L51.1 ug/L ug/L4-Isopropyltoluene

5 50.0 45-145120ug/L59.8 ug/L ug/L4-Methyl-2-pentanone (MIBK)

10 50.0 20-160114ug/L57.0 ug/L ug/LAcetone

5 50.0 75-125116ug/L58.0 ug/L ug/LBenzene

5 50.0 65-120101ug/L50.5 ug/L ug/LBromobenzene

5 50.0 70-125109ug/L54.3 ug/L ug/LBromochloromethane

5 50.0 70-130116ug/L58.2 ug/L ug/LBromodichloromethane

5 50.0 55-135100ug/L50.1 ug/L ug/LBromoform

5 50.0 30-160104ug/L51.9 ug/L ug/LBromomethane

5 50.0 45-160153ug/L76.5 ug/L ug/LCarbon disulfide

5 50.0 65-135106ug/L52.9 ug/L ug/LCarbon tetrachloride

5 50.0 75-125101ug/L50.4 ug/L ug/LChlorobenzene

5 50.0 40-155105ug/L52.5 ug/L ug/LChloroethane

5 50.0 70-125108ug/L54.0 ug/L ug/LChloroform

5 50.0 50-13092.3ug/L46.2 ug/L ug/LChloromethane

5 50.0 65-125110ug/L54.8 ug/L ug/Lcis-1,2-Dichloroethylene

5 50.0 70-125106ug/L53.0 ug/L ug/Lcis-1,3-Dichloropropene

5 50.0 65-130115ug/L57.3 ug/L ug/LDibromochloromethane


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5 50.0 75-130112ug/L56.1 ug/L ug/LDibromomethane

5 50.0 35-13587.3ug/L43.7 ug/L ug/LDichlorodifluoromethane

5 50.0 75-125107ug/L53.4 ug/L ug/LEthylbenzene

5 50.0 55-14098.4ug/L49.2 ug/L ug/LHexachlorobutadiene

5 50.0 75-130108ug/L54.0 ug/L ug/LIsopropylbenzene

5 100 80-125105ug/L105 ug/L ug/Lm+p-Xylenes

5 50.0 55-140103ug/L51.6 ug/L ug/LMethylene chloride

5 50.0 65-125117ug/L58.4 ug/L ug/LMethyl-t-butyl ether (MTBE)

5 50.0 40-125106ug/L52.8 ug/L ug/LNaphthalene

5 50.0 65-140105ug/L52.6 ug/L ug/Ln-Butylbenzene

5 50.0 65-135107ug/L53.7 ug/L ug/Ln-Propylbenzene

5 50.0 75-125103ug/L51.5 ug/L ug/Lo-Xylene

5 50.0 65-13099.0ug/L49.5 ug/L ug/Lsec-Butylbenzene

5 50.0 75-125104ug/L52.0 ug/L ug/LStyrene

5 50.0 65-130106ug/L52.8 ug/L ug/Ltert-Butylbenzene

5 50.0 65-140155ug/L77.6 ug/L ug/LTetrachloroethylene (PCE) L

5 50.0 70-125112ug/L55.8 ug/L ug/LToluene

5 50.0 65-135118ug/L58.8 ug/L ug/Ltrans-1,2-Dichloroethylene

5 50.0 65-125119ug/L59.4 ug/L ug/Ltrans-1,3-Dichloropropene

5 50.0 75-125115ug/L57.7 ug/L ug/LTrichloroethylene

5 50.0 25-185101ug/L50.4 ug/L ug/LTrichlorofluoromethane

5 50.0 60-130105ug/L52.3 ug/L ug/LVinyl chloride

50.0 80-120Surr: 1,2-Dichloroethane-d4 95.447.7 ug/kg ug/kg

50.0 85-120Surr: 4-Bromofluorobenzene 10150.3 ug/kg ug/kg

50.0 78-119Surr: Dibromofluoromethane 10250.8 ug/kg ug/kg

50.0 85-115Surr: Toluene-d8 10250.8 ug/kg ug/kg


5 50.0 75-12586.2ug/L43.1 ug/L <5 ug/L1,1,1,2-Tetrachloroethane

5 50.0 70-13595.6ug/L47.8 ug/L <5 ug/L1,1,1-Trichloroethane



Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte






5 50.0 75-125101ug/L50.7 ug/L <5 ug/L1,1-Dichloroethane

5 50.0 65-13593.6ug/L46.8 ug/L <5 ug/L1,1-Dichloroethylene

5 50.0 70-13594.2ug/L47.1 ug/L <5 ug/L1,1-Dichloropropene

5 50.0 60-13559.5ug/L29.8 ug/L <5 ug/L1,2,3-Trichlorobenzene M

5 50.0 65-13075.5ug/L37.8 ug/L <5 ug/L1,2,3-Trichloropropane

5 50.0 65-13060.6ug/L30.3 ug/L <5 ug/L1,2,4-Trichlorobenzene M

5 50.0 65-13580.0ug/L40.0 ug/L <5 ug/L1,2,4-Trimethylbenzene

5 50.0 40-13562.0ug/L31.0 ug/L <5 ug/L1,2-Dibromo-3-chloropropane (DBCP)

5 50.0 70-12584.4ug/L42.2 ug/L <5 ug/L1,2-Dibromoethane (EDB)

5 50.0 75-12071.3ug/L35.7 ug/L <5 ug/L1,2-Dichlorobenzene M

5 50.0 70-13582.6ug/L41.3 ug/L <5 ug/L1,2-Dichloroethane

5 50.0 70-12093.7ug/L46.8 ug/L <5 ug/L1,2-Dichloropropane


5 50.0 70-12573.7ug/L36.9 ug/L <5 ug/L1,3-Dichlorobenzene



5 50.0 65-135105ug/L52.7 ug/L <5 ug/L2,2-Dichloropropane

5 50.0 30-16084.3ug/L42.2 ug/L <5 ug/L2-Butanone (MEK)

5 50.0 70-13082.4ug/L41.2 ug/L <5 ug/L2-Chlorotoluene

5 50.0 45-14575.8ug/L37.9 ug/L <5 ug/L2-Hexanone (MBK)


5 50.0 75-13573.8ug/L36.9 ug/L <5 ug/L4-Isopropyltoluene M

5 50.0 45-14578.9ug/L39.5 ug/L <5 ug/L4-Methyl-2-pentanone (MIBK)

10 50.0 20-16073.4ug/L95.8 ug/L 59.0 ug/LAcetone

5 50.0 75-12593.8ug/L46.9 ug/L <5 ug/LBenzene

5 50.0 65-12079.0ug/L39.5 ug/L <5 ug/LBromobenzene

5 50.0 70-12593.3ug/L46.6 ug/L <5 ug/LBromochloromethane

5 50.0 70-13093.7ug/L46.8 ug/L <5 ug/LBromodichloromethane

5 50.0 55-13578.3ug/L39.2 ug/L <5 ug/LBromoform

5 50.0 30-16078.8ug/L39.4 ug/L <5 ug/LBromomethane


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5 50.0 45-160130ug/L65.7 ug/L <5 ug/LCarbon disulfide

5 50.0 65-13587.9ug/L44.0 ug/L <5 ug/LCarbon tetrachloride

5 50.0 75-12581.4ug/L40.7 ug/L <5 ug/LChlorobenzene

5 50.0 40-15583.9ug/L42.0 ug/L <5 ug/LChloroethane

5 50.0 70-12592.3ug/L46.2 ug/L <5 ug/LChloroform

5 50.0 50-13078.2ug/L39.1 ug/L <5 ug/LChloromethane

5 50.0 65-12591.1ug/L45.5 ug/L <5 ug/Lcis-1,2-Dichloroethylene

5 50.0 70-12582.0ug/L41.0 ug/L <5 ug/Lcis-1,3-Dichloropropene

5 50.0 65-13090.8ug/L45.4 ug/L <5 ug/LDibromochloromethane

5 50.0 75-13089.8ug/L44.9 ug/L <5 ug/LDibromomethane

5 50.0 35-13572.9ug/L36.4 ug/L <5 ug/LDichlorodifluoromethane

5 50.0 75-12588.3ug/L44.1 ug/L <5 ug/LEthylbenzene

5 50.0 55-14047.3ug/L23.7 ug/L <5 ug/LHexachlorobutadiene M

5 50.0 75-13088.4ug/L44.2 ug/L <5 ug/LIsopropylbenzene

5 100 80-12585.8ug/L85.8 ug/L <5 ug/Lm+p-Xylenes

5 50.0 55-14089.9ug/L44.9 ug/L <5 ug/LMethylene chloride

5 50.0 65-12591.3ug/L45.7 ug/L <5 ug/LMethyl-t-butyl ether (MTBE)

5 50.0 40-12562.9ug/L31.5 ug/L <5 ug/LNaphthalene

5 50.0 65-14072.1ug/L36.0 ug/L <5 ug/Ln-Butylbenzene

5 50.0 65-13583.8ug/L41.9 ug/L <5 ug/Ln-Propylbenzene

5 50.0 75-12583.0ug/L41.5 ug/L <5 ug/Lo-Xylene

5 50.0 65-13074.5ug/L37.3 ug/L <5 ug/Lsec-Butylbenzene

5 50.0 75-12576.5ug/L38.2 ug/L <5 ug/LStyrene

5 50.0 65-13078.5ug/L39.3 ug/L <5 ug/Ltert-Butylbenzene

5 50.0 65-140114ug/L56.8 ug/L <5 ug/LTetrachloroethylene (PCE)

5 50.0 70-12589.5ug/L44.7 ug/L <5 ug/LToluene

5 50.0 65-135100ug/L50.2 ug/L <5 ug/Ltrans-1,2-Dichloroethylene

5 50.0 65-12590.2ug/L45.1 ug/L <5 ug/Ltrans-1,3-Dichloropropene

5 50.0 75-12588.2ug/L44.1 ug/L <5 ug/LTrichloroethylene

5 50.0 25-18583.1ug/L41.5 ug/L <5 ug/LTrichlorofluoromethane

5 50.0 60-13059.4ug/L29.7 ug/L <5 ug/LVinyl chloride M


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte








50.0 85-115Surr: Toluene-d8 99.649.8 ug/kg ug/kg


5 50.0 3075-12579.1 8.65ug/L39.5 ug/L <5 ug/L1,1,1,2-Tetrachloroethane

5 50.0 3070-13589.5 6.62ug/L44.7 ug/L <5 ug/L1,1,1-Trichloroethane



5 50.0 3075-12593.7 7.82ug/L46.8 ug/L <5 ug/L1,1-Dichloroethane

5 50.0 3065-13590.9 2.84ug/L45.5 ug/L <5 ug/L1,1-Dichloroethylene

5 50.0 3070-13589.1 5.63ug/L44.5 ug/L <5 ug/L1,1-Dichloropropene

5 50.0 3060-13551.9 13.8ug/L25.9 ug/L <5 ug/L1,2,3-Trichlorobenzene M

5 50.0 3065-13068.7 9.43ug/L34.4 ug/L <5 ug/L1,2,3-Trichloropropane

5 50.0 3065-13053.2 13.0ug/L26.6 ug/L <5 ug/L1,2,4-Trichlorobenzene M

5 50.0 3065-13573.9 7.95ug/L37.0 ug/L <5 ug/L1,2,4-Trimethylbenzene

5 50.0 3040-13556.9 8.57ug/L28.5 ug/L <5 ug/L1,2-Dibromo-3-chloropropane (DBCP)

5 50.0 3070-12576.4 9.93ug/L38.2 ug/L <5 ug/L1,2-Dibromoethane (EDB)

5 50.0 3075-12066.9 6.44ug/L33.4 ug/L <5 ug/L1,2-Dichlorobenzene M


5 50.0 3070-12090.1 3.89ug/L45.1 ug/L <5 ug/L1,2-Dichloropropane






5 50.0 3030-16046.3 58.2ug/L23.2 ug/L <5 ug/L2-Butanone (MEK) M

5 50.0 3070-13076.4 7.60ug/L38.2 ug/L <5 ug/L2-Chlorotoluene

5 50.0 3045-14526.0 97.9ug/L13.0 ug/L <5 ug/L2-Hexanone (MBK) M

5 50.0 3075-12571.0 8.73ug/L35.5 ug/L <5 ug/L4-Chlorotoluene M


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5 50.0 3075-13566.5 10.4ug/L33.2 ug/L <5 ug/L4-Isopropyltoluene M

5 50.0 3045-14528.4 94.3ug/L14.2 ug/L <5 ug/L4-Methyl-2-pentanone (MIBK) M

10 50.0 3020-16061.4 6.49ug/L89.7 ug/L 59.0 ug/LAcetone

5 50.0 3075-12591.6 2.41ug/L45.8 ug/L <5 ug/LBenzene

5 50.0 3065-12072.7 8.32ug/L36.4 ug/L <5 ug/LBromobenzene

5 50.0 3070-12583.6 10.9ug/L41.8 ug/L <5 ug/LBromochloromethane

5 50.0 3070-13090.9 3.00ug/L45.4 ug/L <5 ug/LBromodichloromethane

5 50.0 3055-13569.1 12.5ug/L34.5 ug/L <5 ug/LBromoform

5 50.0 3030-16064.2 20.5ug/L32.1 ug/L <5 ug/LBromomethane

5 50.0 3045-16050.1 86.8ug/L25.9 ug/L <5 ug/LCarbon disulfide M

5 50.0 3065-13581.2 7.88ug/L40.6 ug/L <5 ug/LCarbon tetrachloride

5 50.0 3075-12575.7 7.22ug/L37.9 ug/L <5 ug/LChlorobenzene

5 50.0 3040-15582.6 1.65ug/L41.3 ug/L <5 ug/LChloroethane

5 50.0 3070-12587.5 5.39ug/L43.7 ug/L <5 ug/LChloroform

5 50.0 3050-13070.5 10.3ug/L35.2 ug/L <5 ug/LChloromethane

5 50.0 3065-12585.4 6.42ug/L42.7 ug/L <5 ug/Lcis-1,2-Dichloroethylene

5 50.0 3070-12578.9 3.79ug/L39.5 ug/L <5 ug/Lcis-1,3-Dichloropropene

5 50.0 3065-13085.2 6.43ug/L42.6 ug/L <5 ug/LDibromochloromethane

5 50.0 3075-13085.1 5.45ug/L42.5 ug/L <5 ug/LDibromomethane

5 50.0 3035-13571.7 1.62ug/L35.9 ug/L <5 ug/LDichlorodifluoromethane

5 50.0 3075-12581.8 7.58ug/L40.9 ug/L <5 ug/LEthylbenzene

5 50.0 3055-14039.0 19.3ug/L19.5 ug/L <5 ug/LHexachlorobutadiene M

5 50.0 3075-13080.8 9.03ug/L40.4 ug/L <5 ug/LIsopropylbenzene

5 100 3080-12579.2 7.98ug/L79.2 ug/L <5 ug/Lm+p-Xylenes M

5 50.0 3055-14082.8 8.13ug/L41.4 ug/L <5 ug/LMethylene chloride

5 50.0 3065-12587.3 4.48ug/L43.7 ug/L <5 ug/LMethyl-t-butyl ether (MTBE)

5 50.0 3040-12555.3 12.8ug/L27.7 ug/L <5 ug/LNaphthalene

5 50.0 3065-14062.8 13.8ug/L31.4 ug/L <5 ug/Ln-Butylbenzene M

5 50.0 3065-13576.8 8.61ug/L38.4 ug/L <5 ug/Ln-Propylbenzene

5 50.0 3075-12579.1 4.82ug/L39.6 ug/L <5 ug/Lo-Xylene

5 50.0 3065-13065.8 12.4ug/L32.9 ug/L <5 ug/Lsec-Butylbenzene


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5 50.0 3075-12569.0 10.3ug/L34.5 ug/L <5 ug/LStyrene M

5 50.0 3065-13071.8 8.96ug/L35.9 ug/L <5 ug/Ltert-Butylbenzene

5 50.0 3065-140104 8.81ug/L52.0 ug/L <5 ug/LTetrachloroethylene (PCE)

5 50.0 3070-12586.6 3.32ug/L43.3 ug/L <5 ug/LToluene

5 50.0 3065-13593.8 6.82ug/L46.9 ug/L <5 ug/Ltrans-1,2-Dichloroethylene

5 50.0 3065-12584.9 6.04ug/L42.5 ug/L <5 ug/Ltrans-1,3-Dichloropropene

5 50.0 3075-12588.3 0.111ug/L44.2 ug/L <5 ug/LTrichloroethylene

5 50.0 3025-18579.6 4.29ug/L39.8 ug/L <5 ug/LTrichlorofluoromethane

5 50.0 3060-13055.9 6.00ug/L28.0 ug/L <5 ug/LVinyl chloride M




50.0 85-115Surr: Toluene-d8 10150.7 ug/kg ug/kg


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte

Semivolatile Organic Compounds by GCMS - Quality Control


Batch BAC0635 - SW3550C


83.3 ug/kg<83.3 ug/kg1,2,4,5-Tetrachlorobenzene



83.3 ug/kg<83.3 ug/kg1,2-Diphenylhydrazine



83.3 ug/kg<83.3 ug/kg1-Chloronaphthalene

83.3 ug/kg<83.3 ug/kg1-Naphthylamine

83.3 ug/kg<83.3 ug/kg2,3,4,6-Tetrachlorophenol

83.3 ug/kg<83.3 ug/kg2,4,5-Trichlorophenol


83.3 ug/kg<83.3 ug/kg2,4-Dichlorophenol

83.3 ug/kg<83.3 ug/kg2,4-Dimethylphenol

83.3 ug/kg<83.3 ug/kg2,4-Dinitrophenol

83.3 ug/kg<83.3 ug/kg2,4-Dinitrotoluene




83.3 ug/kg<83.3 ug/kg2-Chlorophenol

83.3 ug/kg<83.3 ug/kg2-Methylnaphthalene


83.3 ug/kg<83.3 ug/kg2-Nitroaniline

83.3 ug/kg<83.3 ug/kg2-Nitrophenol

83.3 ug/kg<83.3 ug/kg3,3'-Dichlorobenzidine

83.3 ug/kg<83.3 ug/kg3-Methylcholanthrene


83.3 ug/kg<83.3 ug/kg4,6-Dinitro-2-methylphenol

83.3 ug/kg<83.3 ug/kg4-Aminobiphenyl

83.3 ug/kg<83.3 ug/kg4-Bromophenyl phenyl ether

83.3 ug/kg<83.3 ug/kg4-Chloroaniline

83.3 ug/kg<83.3 ug/kg4-Chlorophenyl phenyl ether


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte







83.3 ug/kg<83.3 ug/kg7,12-Dimethylbenz (a) anthracene

83.3 ug/kg<83.3 ug/kgAcenaphthene

83.3 ug/kg<83.3 ug/kgAcenaphthylene

83.3 ug/kg<83.3 ug/kgAcetophenone

83.3 ug/kg<83.3 ug/kgAniline

83.3 ug/kg<83.3 ug/kgAnthracene

83.3 ug/kg<83.3 ug/kgBenzidine

83.3 ug/kg<83.3 ug/kgBenzo (a) anthracene

83.3 ug/kg<83.3 ug/kgBenzo (a) pyrene

83.3 ug/kg<83.3 ug/kgBenzo (b) fluoranthene

83.3 ug/kg<83.3 ug/kgBenzo (g,h,i) perylene

83.3 ug/kg<83.3 ug/kgBenzo (k) fluoranthene

83.3 ug/kg<83.3 ug/kgBenzoic acid

83.3 ug/kg<83.3 ug/kgBenzyl alcohol

83.3 ug/kg<83.3 ug/kgbis (2-Chloroethoxy) methane

83.3 ug/kg<83.3 ug/kgbis (2-Chloroethyl) ether

83.3 ug/kg<83.3 ug/kg2,2'-Oxybis (1-chloropropane)

83.3 ug/kg<83.3 ug/kgbis (2-Ethylhexyl) phthalate

83.3 ug/kg<83.3 ug/kgButyl benzyl phthalate

83.3 ug/kg<83.3 ug/kgChrysene

83.3 ug/kg<83.3 ug/kgDibenz (a,h) anthracene

83.3 ug/kg<83.3 ug/kgDibenz (a,j) acridine

83.3 ug/kg<83.3 ug/kgDibenzofuran

83.3 ug/kg<83.3 ug/kgDiethyl phthalate

83.3 ug/kg<83.3 ug/kgDimethyl phthalate

83.3 ug/kg<83.3 ug/kgDi-n-butyl phthalate

83.3 ug/kg<83.3 ug/kgDi-n-octyl phthalate

83.3 ug/kg<83.3 ug/kgDiphenylamine

83.3 ug/kg<83.3 ug/kgEthyl methanesulfonate


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





83.3 ug/kg<83.3 ug/kgFluoranthene

83.3 ug/kg<83.3 ug/kgFluorene

83.3 ug/kg<83.3 ug/kgHexachlorobenzene


83.3 ug/kg<83.3 ug/kgHexachlorocyclopentadiene

83.3 ug/kg<83.3 ug/kgHexachloroethane

83.3 ug/kg<83.3 ug/kgIndeno (1,2,3-cd) pyrene

83.3 ug/kg<83.3 ug/kgIsophorone

83.3 ug/kg<83.3 ug/kgm+p-Cresols

83.3 ug/kg<83.3 ug/kgMethyl methanesulfonate


83.3 ug/kg<83.3 ug/kgNitrobenzene

83.3 ug/kg<83.3 ug/kgn-Nitrosodimethylamine

83.3 ug/kg<83.3 ug/kgn-Nitrosodi-n-butylamine

83.3 ug/kg<83.3 ug/kgn-Nitrosodi-n-propylamine

83.3 ug/kg<83.3 ug/kgn-Nitrosodiphenylamine

83.3 ug/kg<83.3 ug/kgn-Nitrosopiperidine

83.3 ug/kg<83.3 ug/kgo+m+p-Cresols

83.3 ug/kg<83.3 ug/kgo-Cresol

83.3 ug/kg<83.3 ug/kgp-(Dimethylamino) azobenzene

83.3 ug/kg<83.3 ug/kgp-Chloro-m-cresol

83.3 ug/kg<83.3 ug/kgPentachloronitrobenzene (quintozene)

83.3 ug/kg<83.3 ug/kgPentachlorophenol

83.3 ug/kg<83.3 ug/kgPhenacetin

83.3 ug/kg<83.3 ug/kgPhenanthrene

83.3 ug/kg<83.3 ug/kgPhenol

83.3 ug/kg<83.3 ug/kgPronamide

83.3 ug/kg<83.3 ug/kgPyrene

83.3 ug/kg<83.3 ug/kgPyridine

3010 35-125Surr: 2,4,6-Tribromophenol 63.91920 ug/kg

1510 45-105Surr: 2-Fluorobiphenyl 66.0993 ug/kg


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/29/2017 16:36


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





3010 35-105Surr: 2-Fluorophenol 71.42150 ug/kg

1510 35-100Surr: Nitrobenzene-d5 68.21030 ug/kg

3010 40-100Surr: Phenol-d5 68.62070 ug/kg

1510 30-125Surr: p-Terphenyl-d14 78.11180 ug/kg


83.3 3330 44-14271.3ug/kg2380 ug/kg ug/kg1,2,4-Trichlorobenzene

83.3 3330 20-12476.0ug/kg2530 ug/kg ug/kg1,4-Dichlorobenzene

83.3 3330 15-14073.6ug/kg2450 ug/kg ug/kg4-Nitrophenol

83.3 3330 45-11076.4ug/kg2550 ug/kg ug/kgAcenaphthene

83.3 3330 40-11593.1ug/kg3100 ug/kg ug/kgn-Nitrosodi-n-propylamine

83.3 3330 25-12082.2ug/kg2740 ug/kg ug/kgPentachlorophenol

83.3 3370 40-10069.1ug/kg2330 ug/kg ug/kgPhenol

83.3 3330 45-12574.2ug/kg2470 ug/kg ug/kgPyrene

3330 35-125Surr: 2,4,6-Tribromophenol 76.72560 ug/kg ug/kg

1670 45-105Surr: 2-Fluorobiphenyl 76.61280 ug/kg ug/kg

3330 35-105Surr: 2-Fluorophenol 79.42650 ug/kg ug/kg

1670 35-100Surr: Nitrobenzene-d5 80.81350 ug/kg ug/kg

3330 40-100Surr: Phenol-d5 82.22740 ug/kg ug/kg

1670 30-125Surr: p-Terphenyl-d14 74.51240 ug/kg ug/kg


83.3 3150 44-14254.4ug/kg1720 ug/kg <83.3 ug/kg1,2,4-Trichlorobenzene

83.3 3150 20-12456.1ug/kg1770 ug/kg <83.3 ug/kg1,4-Dichlorobenzene

83.3 3150 15-14058.3ug/kg1840 ug/kg <83.3 ug/kg4-Nitrophenol

83.3 3150 45-11059.5ug/kg1880 ug/kg <83.3 ug/kgAcenaphthene

83.3 3150 40-11578.3ug/kg2470 ug/kg <83.3 ug/kgn-Nitrosodi-n-propylamine

83.3 3150 25-12060.4ug/kg1910 ug/kg <83.3 ug/kgPentachlorophenol

83.3 3190 40-10056.9ug/kg1810 ug/kg <83.3 ug/kgPhenol

83.3 3150 45-12560.3ug/kg1900 ug/kg <83.3 ug/kgPyrene



Client Site I.D.:




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Richmond VA, 23235



Client Name:

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Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte











83.3 3260 2044-14235.4 39.4ug/kg1150 ug/kg <83.3 ug/kg1,2,4-Trichlorobenzene M, P

83.3 3260 2020-12436.7 38.8ug/kg1190 ug/kg <83.3 ug/kg1,4-Dichlorobenzene P

83.3 3260 2015-14036.8 42.2ug/kg1200 ug/kg <83.3 ug/kg4-Nitrophenol P

83.3 3260 2045-11035.5 47.4ug/kg1160 ug/kg <83.3 ug/kgAcenaphthene M, P

83.3 3260 2040-11539.6 62.6ug/kg1290 ug/kg <83.3 ug/kgn-Nitrosodi-n-propylamine M, P

83.3 3260 2025-12041.0 35.2ug/kg1330 ug/kg <83.3 ug/kgPentachlorophenol P

83.3 3290 2040-10038.9 34.6ug/kg1280 ug/kg <83.3 ug/kgPhenol M, P

83.3 3260 2045-12544.1 27.9ug/kg1440 ug/kg <83.3 ug/kgPyrene M, P


1630 45-105Surr: 2-Fluorobiphenyl 38.0619 ug/kg ug/kg S






Client Site I.D.:




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Richmond VA, 23235



Client Name:

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Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte

Semivolatile Hydrocarbons by GC - Quality Control


Batch BAC0614 - SW8100


10.0 mg/kg<10.0 mg/kgTPH-Semi-Volatiles (DRO)

5.00 40-160Surr: Pentacosane 81.44.07 mg/kg


10.0 97.7 40-16069.5mg/kg67.8 mg/kg mg/kgTPH-Semi-Volatiles (DRO)

4.96 40-160Surr: Pentacosane 69.13.43 mg/kg mg/kg


10.0 99.4 40-16064.9mg/kg64.5 mg/kg <10.0 mg/kgTPH-Semi-Volatiles (DRO)



10.0 98.6 2040-16047.0 32.7mg/kg46.4 mg/kg <10.0 mg/kgTPH-Semi-Volatiles (DRO) P



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Richmond VA, 23235



Client Name:

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Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte

Wet Chemistry Analysis - Quality Control


Batch BAC0653 - No Prep Wet Chem


0.005 mg/kg<0.005 mg/kgChromium, Hexavalent


0.05 0.100 80-12099.0mg/kg0.10 mg/kg mg/kgChromium, Hexavalent


0.20 0.100 80-120mg/kg<0.20 mg/kg <0.20 mg/kgChromium, Hexavalent M




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Richmond VA, 23235



Client Name:

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Final Report

Certified Analyses included in this Report

CertificationsAnalyte

SW1311 in Solids

Extraction Fluid, Metals VELAP

SW6010C in Non-Potable Water

Arsenic VELAP,WVDEP

Barium VELAP,WVDEP

Cadmium VELAP,WVDEP

Chromium VELAP,WVDEP

Lead VELAP,WVDEP

Selenium VELAP,WVDEP

Silver VELAP,WVDEP

SW6010C in Solids

Antimony VELAP

Arsenic VELAP

Beryllium VELAP

Cadmium VELAP,WVDEP

Chromium VELAP

Copper VELAP

Lead VELAP,WVDEP

Nickel VELAP


Silver VELAP,WVDEP

Thallium VELAP

Zinc VELAP

SW7196A in Solids

Chromium, Hexavalent VELAP

SW7470A in Non-Potable Water

Mercury VELAP,WVDEP

SW7471B in Solids

Mercury VELAP,WVDEP

SW8015C in Solids

TPH-Semi-Volatiles (DRO) VELAP,NC,WVDEP

TPH-Volatiles (GRO) VELAP,NC,WVDEP

SW8260B in Solids

1,1,1,2-Tetrachloroethane NC,VELAP,WVDEP

1,1,1-Trichloroethane NC,VELAP,WVDEP



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Final Report




1,1-Dichloroethane NC,VELAP,WVDEP

1,1-Dichloroethylene NC,VELAP,WVDEP

1,1-Dichloropropene NC,VELAP,WVDEP

1,2,3-Trichlorobenzene NC,VELAP,WVDEP

1,2,3-Trichloropropane NC,VELAP,WVDEP


1,2,4-Trimethylbenzene NC,VELAP,WVDEP

1,2-Dibromo-3-chloropropane (DBCP) NC,VELAP,WVDEP

1,2-Dibromoethane (EDB) NC,VELAP,WVDEP

1,2-Dichlorobenzene NC,VELAP,WVDEP


1,2-Dichloropropane NC,VELAP,WVDEP






2-Butanone (MEK) NC,VELAP,WVDEP

2-Chlorotoluene NC,VELAP,WVDEP

2-Hexanone (MBK) NC,VELAP,WVDEP


4-Isopropyltoluene NC,VELAP,WVDEP

4-Methyl-2-pentanone (MIBK) NC,VELAP,WVDEP

Acetone NC,VELAP,WVDEP

Benzene NC,VELAP,WVDEP

Bromobenzene NC,VELAP,WVDEP

Bromochloromethane NC,VELAP,WVDEP

Bromodichloromethane NC,VELAP,WVDEP

Bromoform NC,VELAP,WVDEP

Bromomethane NC,VELAP,WVDEP

Carbon disulfide NC,VELAP,WVDEP

Carbon tetrachloride NC,VELAP,WVDEP

Chlorobenzene NC,VELAP,WVDEP

Chloroethane NC,VELAP,WVDEP

Chloroform NC,VELAP,WVDEP

Chloromethane NC,VELAP,WVDEP

cis-1,2-Dichloroethylene NC,VELAP,WVDEP


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Final Report



cis-1,3-Dichloropropene NC,VELAP,WVDEP

Dibromochloromethane NC,WVDEP

Dibromomethane NC,VELAP,WVDEP

Dichlorodifluoromethane NC,VELAP,WVDEP

Di-isopropyl ether (DIPE) NC,VELAP,WVDEP

Ethanol NC,VELAP,WVDEP

Ethylbenzene NC,VELAP,WVDEP

Ethyl-t-butyl ether (ETBE) NC,VELAP,WVDEP

Hexachlorobutadiene NC,VELAP,WVDEP

Iodomethane NC,VELAP,WVDEP

Isopropylbenzene NC,VELAP,WVDEP

m+p-Xylenes NC,VELAP,WVDEP

Methylene chloride NC,VELAP,WVDEP

Methyl-t-butyl ether (MTBE) NC,VELAP,WVDEP

Naphthalene NC,VELAP,WVDEP

n-Butylbenzene NC,VELAP,WVDEP

n-Propylbenzene NC,VELAP,WVDEP

o-Xylene NC,VELAP,WVDEP

sec-Butylbenzene NC,VELAP,WVDEP

Styrene NC,VELAP,WVDEP

TAA NC,VELAP,WVDEP

TAEE NC,VELAP,WVDEP

TAME NC,VELAP,WVDEP

TBA NC,VELAP,WVDEP

tert-Butylbenzene NC,VELAP,WVDEP

Tetrachloroethylene (PCE) NC,VELAP,WVDEP

Toluene NC,VELAP,WVDEP

trans-1,2-Dichloroethylene NC,VELAP,WVDEP

trans-1,3-Dichloropropene NC,VELAP,WVDEP

Trichloroethylene NC,VELAP,WVDEP

Trichlorofluoromethane NC,VELAP,WVDEP

Vinyl acetate NC,VELAP,WVDEP

Vinyl chloride NC,VELAP,WVDEP

Xylenes, Total NC,VELAP,WVDEP

Dibromofluoromethane VELAP

SW8270D in Solids

1,2,4,5-Tetrachlorobenzene NC,VELAP,WVDEP


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Final Report





1,2-Diphenylhydrazine NC,VELAP,WVDEP



1-Chloronaphthalene NC,VELAP,WVDEP

1-Naphthylamine NC,VELAP,WVDEP

2,3,4,6-Tetrachlorophenol NC,VELAP,WVDEP

2,4,5-Trichlorophenol NC,VELAP,WVDEP


2,4-Dichlorophenol NC,VELAP,WVDEP

2,4-Dimethylphenol NC,VELAP,WVDEP

2,4-Dinitrophenol NC,VELAP,WVDEP

2,4-Dinitrotoluene NC,VELAP,WVDEP




2-Chlorophenol NC,VELAP,WVDEP

2-Methylnaphthalene NC,VELAP,WVDEP


2-Nitroaniline NC,VELAP,WVDEP

2-Nitrophenol NC,VELAP,WVDEP

3-Methylcholanthrene NC,VELAP,WVDEP


4,6-Dinitro-2-methylphenol NC,VELAP,WVDEP

4-Aminobiphenyl NC,VELAP,WVDEP

4-Bromophenyl phenyl ether NC,VELAP,WVDEP

4-Chloroaniline NC,VELAP,WVDEP

4-Chlorophenyl phenyl ether NC,VELAP,WVDEP



7,12-Dimethylbenz (a) anthracene NC,VELAP,WVDEP

Acenaphthene NC,VELAP,WVDEP

Acenaphthylene NC,VELAP,WVDEP

Acetophenone NC,VELAP,WVDEP

Aniline NC,VELAP,WVDEP

Anthracene NC,VELAP,WVDEP

Benzidine NC,VELAP,WVDEP


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Final Report



Benzo (a) anthracene NC,VELAP,WVDEP

Benzo (a) pyrene NC,VELAP,WVDEP

Benzo (b) fluoranthene NC,VELAP,WVDEP

Benzo (g,h,i) perylene NC,VELAP,WVDEP

Benzo (k) fluoranthene NC,VELAP,WVDEP

Benzoic acid NC,VELAP,WVDEP

Benzyl alcohol NC,VELAP,WVDEP

bis (2-Chloroethoxy) methane NC,VELAP,WVDEP

bis (2-Chloroethyl) ether NC,VELAP,WVDEP

2,2'-Oxybis (1-chloropropane) NC,VELAP,WVDEP

bis (2-Ethylhexyl) phthalate NC,VELAP,WVDEP

Butyl benzyl phthalate NC,VELAP,WVDEP

Chrysene NC,VELAP,WVDEP

Dibenz (a,h) anthracene NC,VELAP,WVDEP

Dibenz (a,j) acridine NC,VELAP,WVDEP

Dibenzofuran NC,VELAP,WVDEP

Diethyl phthalate NC,VELAP,WVDEP

Dimethyl phthalate NC,VELAP,WVDEP

Di-n-butyl phthalate NC,VELAP,WVDEP

Di-n-octyl phthalate NC,VELAP,WVDEP

Diphenylamine NC,VELAP,WVDEP

Ethyl methanesulfonate NC,VELAP,WVDEP

Fluoranthene NC,VELAP,WVDEP

Fluorene NC,VELAP,WVDEP

Hexachlorobenzene NC,VELAP,WVDEP


Hexachlorocyclopentadiene NC,VELAP,WVDEP

Hexachloroethane NC,VELAP,WVDEP

Indeno (1,2,3-cd) pyrene NC,VELAP,WVDEP

Isophorone NC,VELAP,WVDEP

m+p-Cresols NC,VELAP,WVDEP

Methyl methanesulfonate NC,VELAP,WVDEP


Nitrobenzene NC,VELAP,WVDEP

n-Nitrosodimethylamine NC,VELAP,WVDEP

n-Nitrosodi-n-butylamine NC,VELAP,WVDEP

n-Nitrosodi-n-propylamine NC,VELAP,WVDEP

n-Nitrosodiphenylamine NC,VELAP,WVDEP


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Final Report



n-Nitrosopiperidine NC,VELAP,WVDEP

o+m+p-Cresols NC,VELAP,WVDEP

o-Cresol NC,VELAP,WVDEP

p-(Dimethylamino) azobenzene NC,VELAP,WVDEP

p-Chloro-m-cresol NC,VELAP,WVDEP

Pentachloronitrobenzene (quintozene) NC,WVDEP

Pentachlorophenol NC,VELAP,WVDEP

Phenacetin NC,VELAP,WVDEP

Phenanthrene NC,VELAP,WVDEP

Phenol NC,VELAP,WVDEP

Pronamide NC,VELAP,WVDEP

Pyrene NC,VELAP,WVDEP

Pyridine NC,VELAP,WVDEP

Code Description Lab Number Expires

341 12/31/2017Maryland DE Drinking WaterMdDOE

495 12/31/2017North Carolina DENRNC

001 10/31/2017NELAC-PennsylvaniaPADEP

460021 06/15/2017NELAC-Virginia Certificate #8886VELAP

350 11/30/2017West Virginia DEPWVDEP


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Client Name:

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Final Report

Summary of Data Qualifiers

C Continuing calibarion verification response for this analyte is outside specifications.

L LCS recovery is outside of established acceptance limits

M Matrix spike recovery is outside established acceptance limits

P Duplicate analysis does not meet the acceptance criteria for precision

S Surrogate recovery was outside acceptance criteria

Relative Percent DifferenceRPD

QualifersQual

Denotes sample was re-analyzed-RE

Dilution Factor. Please also see the Preparation Factor in the Analysis Summary section.D.F.

TIC Tentatively Identified Compounds are compounds that are identified by comparing the analyte mass spectral pattern with the NIST spectral library .

A TIC spectral match is reported when the pattern is at least 75% consistent with the published pattern. Compound concentrations are estimated

and are calculated using an internal standard response factor of 1.

PCBs, Total Total PCBs are defined as the sum of detected Aroclors 1016, 1221, 1232, 1248, 1254, 1260, 1262, and 1268.


Page 82 of 83

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Richmond VA, 23235



Client Name:

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Final Report

Samples Received at: 0.20°C

How were samples received?

NA

Sample Conditions Checklist

NA

Yes

Yes

Yes

Yes

Yes

Yes

Yes

No

Yes

Walk In

Were Custody Seals used? If so, were they received intact?

Are the custody papers filled out completely and correctly?

Do all bottle labels agree with custody papers?

Is the temperature blank or representative sample within acceptable limits? (above freezing to 6°C) or received on ice and

recently taken?

Are all samples within holding time for requested laboratory tests?

Is a sufficient amount of sample provided to perform the tests included?

Are all samples in appropriate containers for the analyses requested?

Were volatile organic containers received?

Are all volatile organic and TOX containers free of headspace?

Is a trip blank provided for each VOC sample set? VOC sample sets include EPA8011, EPA504, EPA8260, EPA624,

EPA8015 GRO, EPA8021, EPA524, and RSK-175.

Are all samples received appropriately preserved? Note that metals containers do not require field preservation but lab

preservation may delay analysis.

Page 83 of 83




Client Name:

Enclosed are the results of analyses for samples received by the laboratory on 03/24/2017 12:07. If you

have any questions concerning this report, please feel free to contact the laboratory.

Sincerely,

Ted Soyars

Laboratory Manager

Richmond, VA 23235


Purchase Order:


Date Issued:

Date Received:

Submitted To:

Client Site I.D.:

March 31, 2017 15:28

March 24, 2017 12:07Whitman, Requardt & Associates, LLP - Richmond

Joe Felton

End Notes:











COR Water Purification Plant Feeder Channel

Final Report

Page 1 of 111

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Final Report




RL-S-7A+7B 17C0845-01 03/24/2017 12:07Soil 03/23/2017 13:00

RL-S-6A+6B 17C0845-02 03/24/2017 12:07Soil 03/23/2017 13:45

RL-S-51A+51B 17C0845-03 03/24/2017 12:07Soil 03/23/2017 14:20

RL-S-52A+52B 17C0845-04 03/24/2017 12:07Soil 03/23/2017 14:45

RL-S-53A+53B 17C0845-05 03/24/2017 12:07Soil 03/23/2017 15:15

PSB-1 17C0845-06 03/24/2017 12:07Soil 03/23/2017 16:30

PSB-2 17C0845-07 03/24/2017 12:07Soil 03/23/2017 16:55

PSB-3 17C0845-08 03/24/2017 12:07Soil 03/23/2017 17:35


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Final Report


ResultParameter

Reporting



Date/Time


RL-S-7A+7B Laboratory Sample ID:Sample I.D. 17C0845-01

Analytical Results










SW6010C 2.42 mg/kg CWO0.500 101 03/27/17 08:50 03/27/17 13:26Lead




SW6010C 28.5 mg/kg CWO0.500 101 03/27/17 08:50 03/27/17 13:26Zinc







SW7470A MWL<0.008 mg/L 0.008 101 03/28/17 09:30 03/28/17 14:12TCLP Mercury



SW1311 1 # BG-- 101 03/27/17 15:56 03/28/17 10:05TCLP Extraction Fluid,

Metals


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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results






SW8260B LAO<10.0 ug/kg 10.0 101 03/28/17 16:09 03/28/17 16:09Acetone























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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 101 03/28/17 16:09 03/28/17 16:09TAA

SW8260B LAO<5.00 ug/kg 5.00 101 03/28/17 16:09 03/28/17 16:09TAEE

SW8260B LAO<5.00 ug/kg 5.00 101 03/28/17 16:09 03/28/17 16:09TAME

SW8260B LAO<100 ug/kg 100 101 03/28/17 16:09 03/28/17 16:09TBA












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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results




78-11992.2 %Surr: Dibromofluoromethane LAO01 SW8260B 03/28/17 16:09 03/28/17 16:09

























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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene



SW8270D 114 ug/kg SKS83.3 101 03/28/17 09:03 03/29/17 00:35Acetophenone












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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

















SW8270D SKS<83.3 ug/kg C 83.3 101 03/28/17 09:03 03/29/17 00:35Hexachlorocyclopentadiene








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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















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ResultParameter

Reporting



Date/Time



Analytical Results





SW7196A MEC<0.005 mg/kg 0.005 101 03/27/17 09:30 03/28/17 15:00Chromium, Hexavalent


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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results



SW6010C 1.25 mg/kg CWO1.00 102RE1 03/27/17 08:50 03/27/17 14:18Arsenic


SW6010C <0.200 mg/kg CWO0.200 102 03/27/17 08:50 03/27/17 13:30Cadmium





SW6010C 1.56 mg/kg CWO0.500 102 03/27/17 08:50 03/27/17 13:30Lead




SW6010C 12.9 mg/kg CWO0.500 102 03/27/17 08:50 03/27/17 13:30Zinc











Metals


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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results






SW8260B 18.3 ug/kg LAOC 10.0 102 03/28/17 16:32 03/28/17 16:32Acetone























Client Site I.D.:




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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 102 03/28/17 16:32 03/28/17 16:32TAA

SW8260B LAO<5.00 ug/kg 5.00 102 03/28/17 16:32 03/28/17 16:32TAEE

SW8260B LAO<5.00 ug/kg 5.00 102 03/28/17 16:32 03/28/17 16:32TAME

SW8260B LAO<100 ug/kg 100 102 03/28/17 16:32 03/28/17 16:32TBA












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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

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Client Name:

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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene















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46510-003Joe Felton

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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























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Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results


SW8015C 11.4 mg/kg CVH10.0 102 03/27/17 13:33 03/29/17 15:47TPH-Semi-Volatiles (DRO)





Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results










SW6010C 4.48 mg/kg CWO0.500 103 03/27/17 08:50 03/27/17 13:32Lead




SW6010C 21.8 mg/kg CWO0.500 103 03/27/17 08:50 03/27/17 13:32Zinc











Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 103 03/28/17 16:56 03/28/17 16:56TAA

SW8260B LAO<5.00 ug/kg 5.00 103 03/28/17 16:56 03/28/17 16:56TAEE

SW8260B LAO<5.00 ug/kg 5.00 103 03/28/17 16:56 03/28/17 16:56TAME

SW8260B LAO<100 ug/kg 100 103 03/28/17 16:56 03/28/17 16:56TBA












Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results



SW6010C CWO<1.00 mg/kg 1.00 104 03/27/17 08:50 03/27/17 13:33Arsenic







SW6010C 0.635 mg/kg CWO0.500 104 03/27/17 08:50 03/27/17 13:33Lead




SW6010C 8.74 mg/kg CWO0.500 104 03/27/17 08:50 03/27/17 13:33Zinc











Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 104 03/28/17 17:19 03/28/17 17:19TAA

SW8260B LAO<5.00 ug/kg 5.00 104 03/28/17 17:19 03/28/17 17:19TAEE

SW8260B LAO<5.00 ug/kg 5.00 104 03/28/17 17:19 03/28/17 17:19TAME

SW8260B LAO<100 ug/kg 100 104 03/28/17 17:19 03/28/17 17:19TBA












Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results










SW6010C 2.85 mg/kg CWO0.500 105 03/27/17 08:50 03/27/17 13:34Lead




SW6010C 13.8 mg/kg CWO0.500 105 03/27/17 08:50 03/27/17 13:34Zinc











Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 105 03/28/17 17:43 03/28/17 17:43TAA

SW8260B LAO<5.00 ug/kg 5.00 105 03/28/17 17:43 03/28/17 17:43TAEE

SW8260B LAO<5.00 ug/kg 5.00 105 03/28/17 17:43 03/28/17 17:43TAME

SW8260B LAO<100 ug/kg 100 105 03/28/17 17:43 03/28/17 17:43TBA












Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time


PSB-1 Laboratory Sample ID:Sample I.D. 17C0845-06

Analytical Results










SW6010C 4.32 mg/kg CWO0.500 106 03/27/17 08:50 03/27/17 13:36Lead




SW6010C 29.1 mg/kg CWO0.500 106 03/27/17 08:50 03/27/17 13:36Zinc











Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 106 03/28/17 18:06 03/28/17 18:06TAA

SW8260B LAO<5.00 ug/kg 5.00 106 03/28/17 18:06 03/28/17 18:06TAEE

SW8260B LAO<5.00 ug/kg 5.00 106 03/28/17 18:06 03/28/17 18:06TAME

SW8260B LAO<100 ug/kg 100 106 03/28/17 18:06 03/28/17 18:06TBA












Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results










SW6010C 8.32 mg/kg CWO0.500 107 03/27/17 08:50 03/27/17 13:44Lead




SW6010C 40.7 mg/kg CWO0.500 107 03/27/17 08:50 03/27/17 13:44Zinc











Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 107 03/28/17 18:30 03/28/17 18:30TAA

SW8260B LAO<5.00 ug/kg 5.00 107 03/28/17 18:30 03/28/17 18:30TAEE

SW8260B LAO<5.00 ug/kg 5.00 107 03/28/17 18:30 03/28/17 18:30TAME

SW8260B LAO<100 ug/kg 100 107 03/28/17 18:30 03/28/17 18:30TBA












Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





85-11599.2 %Surr: Toluene-d8 LAO07 SW8260B 03/28/17 18:30 03/28/17 18:30
























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results










SW6010C 11.1 mg/kg CWO0.500 108 03/27/17 08:50 03/27/17 13:46Lead




SW6010C 56.2 mg/kg CWO0.500 108 03/27/17 08:50 03/27/17 13:46Zinc











Metals


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results
















(DBCP)













Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results














SW8260B LAO<10.0 ug/kg 10.0 108 03/28/17 18:53 03/28/17 18:53TAA

SW8260B LAO<5.00 ug/kg 5.00 108 03/28/17 18:53 03/28/17 18:53TAEE

SW8260B LAO<5.00 ug/kg 5.00 108 03/28/17 18:53 03/28/17 18:53TAME

SW8260B LAO<100 ug/kg 100 108 03/28/17 18:53 03/28/17 18:53TBA












Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





85-11599.9 %Surr: Toluene-d8 LAO08 SW8260B 03/28/17 18:53 03/28/17 18:53
























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results















anthracene















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results





(1-chloropropane)

























Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results











azobenzene



(quintozene)















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


ResultParameter

Reporting



Date/Time



Analytical Results







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Analytical Summary

Preparation Method:

Preparation Method:














SW1311 MetalsPreparation Method:TCLP Metals by 6000/7000 Series Methods

17C0845-01 BAC0682 SAC0690SW1311 100 g / 2000 mL

17C0845-02 BAC0682 SAC0690SW1311 100 g / 2000 mL

17C0845-03 BAC0682 SAC0690SW1311 100 g / 2000 mL

17C0845-04 BAC0682 SAC0690SW1311 100 g / 2000 mL

17C0845-05 BAC0682 SAC0690SW1311 100 g / 2000 mL

17C0845-06 BAC0682 SAC0690SW1311 100 g / 2000 mL

17C0845-07 BAC0682 SAC0690SW1311 100 g / 2000 mL

17C0845-08 BAC0682 SAC0690SW1311 100 g / 2000 mL










Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report








SW3050BPreparation Method:Metals (Total) by EPA 6000/7000 Series Methods












SW3550CPreparation Method:Semivolatile Organic Compounds by GCMS
















Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report









SW5030BPreparation Method:Volatile Organic Compounds by GCMS






















SW7471APreparation Method:Metals (Total) by EPA 6000/7000 Series Methods






Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report









SW8100Preparation Method:Semivolatile Hydrocarbons by GC










Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





0.500 mg/kg<0.500 mg/kgNickel

0.500 mg/kg<0.500 mg/kgChromium

2.50 mg/kg<2.50 mg/kgThallium

2.50 mg/kg<2.50 mg/kgCopper

5.00 mg/kg<5.00 mg/kgAntimony

0.200 mg/kg<0.200 mg/kgCadmium

2.50 mg/kg<2.50 mg/kgSelenium

0.500 mg/kg<0.500 mg/kgSilver

1.00 mg/kg<1.00 mg/kgArsenic

0.200 mg/kg<0.200 mg/kgBeryllium

0.500 mg/kg<0.500 mg/kgZinc

0.500 mg/kg<0.500 mg/kgLead


1.00 98.2 80-12089.5mg/kg87.9 mg/kg mg/kgArsenic

5.00 98.2 80-12085.0mg/kg83.5 mg/kg mg/kgAntimony

0.500 98.2 80-12093.6mg/kg92.0 mg/kg mg/kgNickel

0.200 98.2 80-12093.4mg/kg91.8 mg/kg mg/kgCadmium

0.200 98.2 80-12091.8mg/kg90.2 mg/kg mg/kgBeryllium

0.500 98.2 80-12094.4mg/kg92.7 mg/kg mg/kgChromium

0.500 4.91 80-12091.0mg/kg4.47 mg/kg mg/kgSilver

0.500 98.2 80-12092.7mg/kg91.1 mg/kg mg/kgZinc

2.50 98.2 80-12090.4mg/kg88.8 mg/kg mg/kgThallium

2.50 98.2 80-12095.6mg/kg93.9 mg/kg mg/kgCopper

0.500 98.2 80-12091.2mg/kg89.6 mg/kg mg/kgLead

2.50 98.2 80-12085.4mg/kg83.9 mg/kg mg/kgSelenium


2.50 96.4 2080-12096.2 4.27mg/kg92.7 mg/kg mg/kgThallium

2.50 96.4 2080-12098.9 1.48mg/kg95.3 mg/kg mg/kgCopper

0.500 96.4 2080-12096.9 1.59mg/kg93.5 mg/kg mg/kgNickel

0.500 96.4 2080-12096.4 3.66mg/kg93.0 mg/kg mg/kgLead


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





2.50 96.4 2080-12091.0 4.49mg/kg87.7 mg/kg mg/kgSelenium

0.500 96.4 2080-12097.6 1.46mg/kg94.1 mg/kg mg/kgChromium

0.500 96.4 2080-12095.8 1.39mg/kg92.3 mg/kg mg/kgZinc

5.00 96.4 2080-12089.3 3.04mg/kg86.1 mg/kg mg/kgAntimony

0.500 4.82 2080-12094.0 1.37mg/kg4.53 mg/kg mg/kgSilver

0.200 96.4 2080-12096.6 1.51mg/kg93.1 mg/kg mg/kgCadmium

0.200 96.4 2080-12094.6 1.13mg/kg91.2 mg/kg mg/kgBeryllium

1.00 96.4 2080-12093.6 2.67mg/kg90.3 mg/kg mg/kgArsenic


2.50 97.7 75-125100mg/kg128 mg/kg 29.6 mg/kgCopper

0.500 97.7 75-12595.2mg/kg95.5 mg/kg 2.61 mg/kgNickel

5.00 97.7 75-12550.5mg/kg49.3 mg/kg <5.00 mg/kgAntimony M

0.200 97.7 75-12593.7mg/kg91.5 mg/kg <0.200 mg/kgBeryllium

0.500 97.7 75-12595.5mg/kg95.7 mg/kg 2.42 mg/kgLead

1.00 97.7 75-12594.4mg/kg93.6 mg/kg 1.35 mg/kgArsenic

0.500 97.7 75-125120mg/kg146 mg/kg 28.5 mg/kgZinc

0.200 97.7 75-12594.4mg/kg92.5 mg/kg 0.299 mg/kgCadmium

0.500 97.7 75-12596.6mg/kg102 mg/kg 7.55 mg/kgChromium

2.50 97.7 75-12592.5mg/kg90.3 mg/kg <2.50 mg/kgThallium

2.50 97.7 75-12587.8mg/kg85.7 mg/kg <2.50 mg/kgSelenium

0.500 4.88 75-12592.9mg/kg4.54 mg/kg <0.500 mg/kgSilver


2.50 95.5 2075-12584.0 6.62mg/kg80.2 mg/kg <2.50 mg/kgSelenium

0.500 95.5 2075-12593.2 21.3mg/kg117 mg/kg 28.5 mg/kgZinc P

0.200 95.5 2075-12592.7 4.01mg/kg88.9 mg/kg 0.299 mg/kgCadmium

2.50 95.5 2075-12598.8 2.85mg/kg124 mg/kg 29.6 mg/kgCopper

0.500 95.5 2075-12591.5 6.39mg/kg89.8 mg/kg 2.42 mg/kgLead

2.50 95.5 2075-12588.0 7.13mg/kg84.1 mg/kg <2.50 mg/kgThallium

5.00 95.5 2075-12547.3 8.81mg/kg45.2 mg/kg <5.00 mg/kgAntimony M

0.500 4.78 2075-12591.3 3.97mg/kg4.36 mg/kg <0.500 mg/kgSilver


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





1.00 95.5 2075-12590.7 6.19mg/kg88.0 mg/kg 1.35 mg/kgArsenic

0.500 95.5 2075-12593.4 4.02mg/kg91.8 mg/kg 2.61 mg/kgNickel

0.200 95.5 2075-12591.7 4.39mg/kg87.6 mg/kg <0.200 mg/kgBeryllium

0.500 95.5 2075-12594.1 4.41mg/kg97.4 mg/kg 7.55 mg/kgChromium



0.008 mg/kg<0.008 mg/kgMercury


0.008 0.0919 80-12095.3mg/kg0.088 mg/kg mg/kgMercury


0.008 0.0977 2080-12093.3 3.88mg/kg0.091 mg/kg mg/kgMercury


0.008 0.0994 80-12090.3mg/kg0.120 mg/kg 0.030 mg/kgMercury


0.008 0.0960 2080-12087.7 4.79mg/kg0.114 mg/kg 0.030 mg/kgMercury


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte



Batch BAC0682 - SW1311 Metals


0 #1 #Extraction Fluid, Metals



0.100 mg/L<0.100 mg/LArsenic

5.00 mg/L<5.00 mg/LBarium

0.0400 mg/L<0.0400 mg/LCadmium

0.100 mg/L<0.100 mg/LChromium

0.100 mg/L<0.100 mg/LLead

0.250 mg/L<0.250 mg/LSelenium

0.100 mg/L<0.100 mg/LSilver


0.100 2.50 80-12096.1mg/L2.40 mg/L mg/LArsenic

5.00 2.50 80-120101mg/L<5.00 mg/L mg/LBarium

0.0400 2.50 80-12094.1mg/L2.35 mg/L mg/LCadmium

0.100 2.50 80-12095.5mg/L2.39 mg/L mg/LChromium

0.100 2.50 80-12095.5mg/L2.39 mg/L mg/LLead

0.250 2.50 80-12092.0mg/L2.30 mg/L mg/LSelenium

0.100 0.500 80-12095.4mg/L0.477 mg/L mg/LSilver


0.100 2.50 2080-12098.5 2.48mg/L2.46 mg/L mg/LArsenic

5.00 2.50 2080-120103 1.82mg/L<5.00 mg/L mg/LBarium

0.0400 2.50 2080-12096.1 2.15mg/L2.40 mg/L mg/LCadmium

0.100 2.50 2080-12097.7 2.29mg/L2.44 mg/L mg/LChromium

0.100 2.50 2080-12098.1 2.74mg/L2.45 mg/L mg/LLead

0.250 2.50 2080-12095.2 3.43mg/L2.38 mg/L mg/LSelenium

0.100 0.500 2080-12096.5 1.16mg/L0.483 mg/L mg/LSilver


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





0.100 2.50 75-125100mg/L2.51 mg/L <0.100 mg/LArsenic

5.00 2.50 75-125114mg/L<5.00 mg/L <5.00 mg/LBarium

0.0400 2.50 75-12597.9mg/L2.45 mg/L <0.0400 mg/LCadmium

0.100 2.50 75-12599.9mg/L2.50 mg/L <0.100 mg/LChromium

0.100 2.50 75-125100mg/L2.50 mg/L <0.100 mg/LLead

0.250 2.50 75-12596.9mg/L2.42 mg/L <0.250 mg/LSelenium

0.100 0.500 75-12599.6mg/L0.498 mg/L <0.100 mg/LSilver


0.100 2.50 2075-12598.6 1.71mg/L2.47 mg/L <0.100 mg/LArsenic

5.00 2.50 2075-125113 1.09mg/L<5.00 mg/L <5.00 mg/LBarium

0.0400 2.50 2075-12597.1 0.761mg/L2.43 mg/L <0.0400 mg/LCadmium

0.100 2.50 2075-12599.2 0.718mg/L2.48 mg/L <0.100 mg/LChromium

0.100 2.50 2075-12598.6 1.54mg/L2.46 mg/L <0.100 mg/LLead

0.250 2.50 2075-12598.0 1.05mg/L2.45 mg/L <0.250 mg/LSelenium

0.100 0.500 2075-12598.0 1.61mg/L0.490 mg/L <0.100 mg/LSilver



0.008 mg/L<0.008 mg/LMercury


0.008 0.0500 80-12082.5mg/L0.041 mg/L mg/LMercury


0.008 0.0500 2080-12082.1 0.426mg/L0.041 mg/L mg/LMercury


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





0.008 0.0500 80-12083.4mg/L0.042 mg/L <0.008 mg/LMercury


0.008 0.0500 80-12084.1mg/L0.042 mg/L <0.008 mg/LMercury


0.008 0.0500 2080-12082.1 1.65mg/L0.041 mg/L <0.008 mg/LMercury


0.008 0.0500 2080-12083.8 0.367mg/L0.042 mg/L <0.008 mg/LMercury


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte

Volatile Hydrocarbons by GC - Quality Control










0.49 4.85 2070-13066.9 16.5mg/kg3.25 mg/kg <0.49 mg/kgTPH-Volatiles (GRO) M









0.47 4.67 2070-13087.4 1.45mg/kg4.09 mg/kg <0.47 mg/kgTPH-Volatiles (GRO)


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte










5.00 ug/kg<5.00 ug/kg1,1-Dichloroethylene

5.00 ug/kg<5.00 ug/kg1,1-Dichloropropene


5.00 ug/kg<5.00 ug/kg1,2,3-Trichloropropane



5.00 ug/kg<5.00 ug/kg1,2-Dibromo-3-chloropropane (DBCP)

5.00 ug/kg<5.00 ug/kg1,2-Dibromoethane (EDB)









5.00 ug/kg<5.00 ug/kg2-Butanone (MEK)


5.00 ug/kg<5.00 ug/kg2-Hexanone (MBK)


5.00 ug/kg<5.00 ug/kg4-Isopropyltoluene

5.00 ug/kg<5.00 ug/kg4-Methyl-2-pentanone (MIBK)

10.0 ug/kg<10.0 ug/kgAcetone

5.00 ug/kg<5.00 ug/kgBenzene

5.00 ug/kg<5.00 ug/kgBromobenzene

5.00 ug/kg<5.00 ug/kgBromochloromethane


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5.00 ug/kg<5.00 ug/kgBromodichloromethane

5.00 ug/kg<5.00 ug/kgBromoform

5.00 ug/kg<5.00 ug/kgBromomethane

5.00 ug/kg<5.00 ug/kgCarbon disulfide

5.00 ug/kg<5.00 ug/kgCarbon tetrachloride

5.00 ug/kg<5.00 ug/kgChlorobenzene

5.00 ug/kg<5.00 ug/kgChloroethane

5.00 ug/kg<5.00 ug/kgChloroform

5.00 ug/kg<5.00 ug/kgChloromethane

5.00 ug/kg<5.00 ug/kgcis-1,2-Dichloroethylene

5.00 ug/kg<5.00 ug/kgcis-1,3-Dichloropropene

5.00 ug/kg<5.00 ug/kgDibromochloromethane

5.00 ug/kg<5.00 ug/kgDibromomethane

5.00 ug/kg<5.00 ug/kgDichlorodifluoromethane

5.00 ug/kg<5.00 ug/kgDi-isopropyl ether (DIPE)

80.0 ug/kg<80.0 ug/kgEthanol

5.00 ug/kg<5.00 ug/kgEthylbenzene

25.0 ug/kg<25.0 ug/kgEthyl-t-butyl ether (ETBE)


5.00 ug/kg<5.00 ug/kgIodomethane

5.00 ug/kg<5.00 ug/kgIsopropylbenzene

5.00 ug/kg<5.00 ug/kgm+p-Xylenes

5.00 ug/kg<5.00 ug/kgMethylene chloride

5.00 ug/kg<5.00 ug/kgMethyl-t-butyl ether (MTBE)


5.00 ug/kg<5.00 ug/kgn-Butylbenzene

5.00 ug/kg<5.00 ug/kgn-Propylbenzene

5.00 ug/kg<5.00 ug/kgo-Xylene

5.00 ug/kg<5.00 ug/kgsec-Butylbenzene

5.00 ug/kg<5.00 ug/kgStyrene

10.0 ug/kg<10.0 ug/kgTAA


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5.00 ug/kg<5.00 ug/kgTAEE

5.00 ug/kg<5.00 ug/kgTAME

100 ug/kg<100 ug/kgTBA

5.00 ug/kg<5.00 ug/kgtert-Butylbenzene

5.00 ug/kg<5.00 ug/kgTetrachloroethylene (PCE)

5.00 ug/kg<5.00 ug/kgToluene

5.00 ug/kg<5.00 ug/kgtrans-1,2-Dichloroethylene

5.00 ug/kg<5.00 ug/kgtrans-1,3-Dichloropropene

5.00 ug/kg<5.00 ug/kgTrichloroethylene

5.00 ug/kg<5.00 ug/kgTrichlorofluoromethane

10.0 ug/kg<10.0 ug/kgVinyl acetate

5.00 ug/kg<5.00 ug/kgVinyl chloride

10.0 ug/kg<10.0 ug/kgXylenes, Total

50.0 80-120Surr: 1,2-Dichloroethane-d4 94.347.2 ug/kg

50.0 85-120Surr: 4-Bromofluorobenzene 97.949.0 ug/kg

50.0 78-119Surr: Dibromofluoromethane 96.348.2 ug/kg

50.0 85-115Surr: Toluene-d8 10150.7 ug/kg


5 50.0 75-12590.1ug/L45.0 ug/L ug/L1,1,1,2-Tetrachloroethane

5 50.0 70-13585.0ug/L42.5 ug/L ug/L1,1,1-Trichloroethane

5 50.0 55-13076.3ug/L38.2 ug/L ug/L1,1,2,2-Tetrachloroethane

5 50.0 60-12593.7ug/L46.9 ug/L ug/L1,1,2-Trichloroethane

5 50.0 75-12590.5ug/L45.3 ug/L ug/L1,1-Dichloroethane

5 50.0 65-13584.0ug/L42.0 ug/L ug/L1,1-Dichloroethylene

5 50.0 70-13583.4ug/L41.7 ug/L ug/L1,1-Dichloropropene

5 50.0 60-13587.3ug/L43.7 ug/L ug/L1,2,3-Trichlorobenzene

5 50.0 65-13085.1ug/L42.5 ug/L ug/L1,2,3-Trichloropropane

5 50.0 65-13088.1ug/L44.1 ug/L ug/L1,2,4-Trichlorobenzene

5 50.0 65-13589.8ug/L44.9 ug/L ug/L1,2,4-Trimethylbenzene

5 50.0 40-13579.7ug/L39.9 ug/L ug/L1,2-Dibromo-3-chloropropane (DBCP)


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5 50.0 70-12591.0ug/L45.5 ug/L ug/L1,2-Dibromoethane (EDB)


5 50.0 70-13590.9ug/L45.4 ug/L ug/L1,2-Dichloroethane

5 50.0 70-12091.9ug/L45.9 ug/L ug/L1,2-Dichloropropane

5 50.0 65-13587.9ug/L43.9 ug/L ug/L1,3,5-Trimethylbenzene





5 50.0 30-16087.1ug/L43.6 ug/L ug/L2-Butanone (MEK)

5 50.0 70-13086.0ug/L43.0 ug/L ug/L2-Chlorotoluene

5 50.0 45-14595.9ug/L48.0 ug/L ug/L2-Hexanone (MBK)

5 50.0 75-12588.3ug/L44.2 ug/L ug/L4-Chlorotoluene

5 50.0 75-13588.5ug/L44.3 ug/L ug/L4-Isopropyltoluene

5 50.0 45-14591.7ug/L45.8 ug/L ug/L4-Methyl-2-pentanone (MIBK)

10 50.0 20-160103ug/L51.4 ug/L ug/LAcetone

5 50.0 75-12590.3ug/L45.1 ug/L ug/LBenzene

5 50.0 65-12086.7ug/L43.4 ug/L ug/LBromobenzene

5 50.0 70-12586.8ug/L43.4 ug/L ug/LBromochloromethane

5 50.0 70-13090.0ug/L45.0 ug/L ug/LBromodichloromethane

5 50.0 55-13584.2ug/L42.1 ug/L ug/LBromoform

5 50.0 30-16073.6ug/L36.8 ug/L ug/LBromomethane

5 50.0 45-160119ug/L59.5 ug/L ug/LCarbon disulfide

5 50.0 65-13592.6ug/L46.3 ug/L ug/LCarbon tetrachloride

5 50.0 75-12584.3ug/L42.1 ug/L ug/LChlorobenzene

5 50.0 40-15577.8ug/L38.9 ug/L ug/LChloroethane

5 50.0 70-12584.8ug/L42.4 ug/L ug/LChloroform

5 50.0 50-13065.3ug/L32.6 ug/L ug/LChloromethane

5 50.0 65-12581.6ug/L40.8 ug/L ug/Lcis-1,2-Dichloroethylene

5 50.0 70-12585.5ug/L42.8 ug/L ug/Lcis-1,3-Dichloropropene

5 50.0 65-13094.5ug/L47.2 ug/L ug/LDibromochloromethane


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5 50.0 75-13086.6ug/L43.3 ug/L ug/LDibromomethane

5 50.0 35-13557.1ug/L28.5 ug/L ug/LDichlorodifluoromethane

5 50.0 75-12590.6ug/L45.3 ug/L ug/LEthylbenzene

5 50.0 55-14085.4ug/L42.7 ug/L ug/LHexachlorobutadiene

5 50.0 75-13093.0ug/L46.5 ug/L ug/LIsopropylbenzene

5 100 80-12587.0ug/L87.0 ug/L ug/Lm+p-Xylenes

5 50.0 55-14087.0ug/L43.5 ug/L ug/LMethylene chloride

5 50.0 65-12584.8ug/L42.4 ug/L ug/LMethyl-t-butyl ether (MTBE)

5 50.0 40-12587.1ug/L43.5 ug/L ug/LNaphthalene

5 50.0 65-14090.7ug/L45.3 ug/L ug/Ln-Butylbenzene

5 50.0 65-13591.2ug/L45.6 ug/L ug/Ln-Propylbenzene

5 50.0 75-12588.0ug/L44.0 ug/L ug/Lo-Xylene

5 50.0 65-13086.1ug/L43.1 ug/L ug/Lsec-Butylbenzene

5 50.0 75-12592.1ug/L46.0 ug/L ug/LStyrene

5 50.0 65-13089.7ug/L44.9 ug/L ug/Ltert-Butylbenzene

5 50.0 65-140140ug/L70.1 ug/L ug/LTetrachloroethylene (PCE) L

5 50.0 70-12589.5ug/L44.8 ug/L ug/LToluene

5 50.0 65-13583.2ug/L41.6 ug/L ug/Ltrans-1,2-Dichloroethylene

5 50.0 65-12592.5ug/L46.2 ug/L ug/Ltrans-1,3-Dichloropropene

5 50.0 75-12596.7ug/L48.3 ug/L ug/LTrichloroethylene

5 50.0 25-18570.4ug/L35.2 ug/L ug/LTrichlorofluoromethane

5 50.0 60-13072.4ug/L36.2 ug/L ug/LVinyl chloride



50.0 78-119Surr: Dibromofluoromethane 93.546.8 ug/kg ug/kg







Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte







5 50.0 65-13579.4ug/L39.7 ug/L <5 ug/L1,1-Dichloroethylene

5 50.0 70-13578.6ug/L39.3 ug/L <5 ug/L1,1-Dichloropropene

5 50.0 60-13581.5ug/L40.7 ug/L <5 ug/L1,2,3-Trichlorobenzene

5 50.0 65-13084.2ug/L42.1 ug/L <5 ug/L1,2,3-Trichloropropane

5 50.0 65-13080.8ug/L40.4 ug/L <5 ug/L1,2,4-Trichlorobenzene


5 50.0 40-13583.7ug/L41.9 ug/L <5 ug/L1,2-Dibromo-3-chloropropane (DBCP)

5 50.0 70-12588.1ug/L44.0 ug/L <5 ug/L1,2-Dibromoethane (EDB)









5 50.0 30-16072.9ug/L36.4 ug/L <5 ug/L2-Butanone (MEK)


5 50.0 45-14576.6ug/L38.3 ug/L <5 ug/L2-Hexanone (MBK)


5 50.0 75-13584.4ug/L42.2 ug/L <5 ug/L4-Isopropyltoluene

5 50.0 45-14575.5ug/L37.7 ug/L <5 ug/L4-Methyl-2-pentanone (MIBK)

10 50.0 20-16083.0ug/L44.4 ug/L <10 ug/LAcetone

5 50.0 75-12588.5ug/L44.2 ug/L <5 ug/LBenzene

5 50.0 65-12084.2ug/L42.1 ug/L <5 ug/LBromobenzene

5 50.0 70-12581.1ug/L40.6 ug/L <5 ug/LBromochloromethane

5 50.0 70-13088.7ug/L44.3 ug/L <5 ug/LBromodichloromethane

5 50.0 55-13586.5ug/L43.2 ug/L <5 ug/LBromoform

5 50.0 30-16079.9ug/L40.0 ug/L <5 ug/LBromomethane


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5 50.0 45-16085.3ug/L42.7 ug/L <5 ug/LCarbon disulfide

5 50.0 65-13592.8ug/L46.4 ug/L <5 ug/LCarbon tetrachloride

5 50.0 75-12581.4ug/L40.7 ug/L <5 ug/LChlorobenzene

5 50.0 40-15574.2ug/L37.1 ug/L <5 ug/LChloroethane

5 50.0 70-12577.2ug/L38.6 ug/L <5 ug/LChloroform

5 50.0 50-13061.0ug/L30.5 ug/L <5 ug/LChloromethane

5 50.0 65-12576.4ug/L38.2 ug/L <5 ug/Lcis-1,2-Dichloroethylene

5 50.0 70-12581.0ug/L40.5 ug/L <5 ug/Lcis-1,3-Dichloropropene

5 50.0 65-13092.4ug/L46.2 ug/L <5 ug/LDibromochloromethane

5 50.0 75-13085.2ug/L42.6 ug/L <5 ug/LDibromomethane

5 50.0 35-13557.0ug/L28.5 ug/L <5 ug/LDichlorodifluoromethane

5 50.0 75-12588.3ug/L44.3 ug/L <5 ug/LEthylbenzene

5 50.0 55-14079.8ug/L39.9 ug/L <5 ug/LHexachlorobutadiene

5 50.0 75-13092.1ug/L46.1 ug/L <5 ug/LIsopropylbenzene

5 100 80-12587.5ug/L87.9 ug/L <5 ug/Lm+p-Xylenes

5 50.0 55-14078.9ug/L41.1 ug/L <5 ug/LMethylene chloride

5 50.0 65-12582.1ug/L41.0 ug/L <5 ug/LMethyl-t-butyl ether (MTBE)

5 50.0 40-12585.9ug/L43.0 ug/L <5 ug/LNaphthalene

5 50.0 65-14086.0ug/L43.0 ug/L <5 ug/Ln-Butylbenzene

5 50.0 65-13586.8ug/L43.4 ug/L <5 ug/Ln-Propylbenzene

5 50.0 75-12587.2ug/L43.8 ug/L <5 ug/Lo-Xylene

5 50.0 65-13082.5ug/L41.3 ug/L <5 ug/Lsec-Butylbenzene

5 50.0 75-12589.5ug/L44.7 ug/L <5 ug/LStyrene

5 50.0 65-13085.4ug/L42.7 ug/L <5 ug/Ltert-Butylbenzene

5 50.0 65-140118ug/L59.1 ug/L <5 ug/LTetrachloroethylene (PCE)

5 50.0 70-12584.6ug/L42.8 ug/L <5 ug/LToluene

5 50.0 65-13577.7ug/L38.9 ug/L <5 ug/Ltrans-1,2-Dichloroethylene

5 50.0 65-12587.9ug/L43.9 ug/L <5 ug/Ltrans-1,3-Dichloropropene

5 50.0 75-12586.0ug/L43.0 ug/L <5 ug/LTrichloroethylene

5 50.0 25-18565.0ug/L32.5 ug/L <5 ug/LTrichlorofluoromethane

5 50.0 60-13069.6ug/L34.8 ug/L <5 ug/LVinyl chloride


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte










5 50.0 3075-12574.0 15.0ug/L37.0 ug/L <5 ug/L1,1,1,2-Tetrachloroethane M





5 50.0 3065-13572.4 9.19ug/L36.2 ug/L <5 ug/L1,1-Dichloroethylene

5 50.0 3070-13571.2 9.87ug/L35.6 ug/L <5 ug/L1,1-Dichloropropene

5 50.0 3060-13566.8 19.8ug/L33.4 ug/L <5 ug/L1,2,3-Trichlorobenzene

5 50.0 3065-13074.7 11.9ug/L37.4 ug/L <5 ug/L1,2,3-Trichloropropane

5 50.0 3065-13067.3 18.2ug/L33.7 ug/L <5 ug/L1,2,4-Trichlorobenzene


5 50.0 3040-13575.4 10.5ug/L37.7 ug/L <5 ug/L1,2-Dibromo-3-chloropropane (DBCP)

5 50.0 3070-12575.3 15.6ug/L37.7 ug/L <5 ug/L1,2-Dibromoethane (EDB)






5 50.0 3075-12574.2 11.5ug/L38.7 ug/L <5 ug/L1,3-Dichloropropane M



5 50.0 3030-16067.3 8.05ug/L33.6 ug/L <5 ug/L2-Butanone (MEK)

5 50.0 3070-13073.2 12.8ug/L36.6 ug/L <5 ug/L2-Chlorotoluene

5 50.0 3045-14569.3 9.98ug/L34.7 ug/L <5 ug/L2-Hexanone (MBK)

5 50.0 3075-12573.9 13.9ug/L36.9 ug/L <5 ug/L4-Chlorotoluene M


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5 50.0 3075-13571.7 16.3ug/L35.8 ug/L <5 ug/L4-Isopropyltoluene M

5 50.0 3045-14568.8 9.29ug/L34.4 ug/L <5 ug/L4-Methyl-2-pentanone (MIBK)

10 50.0 3020-16082.2 0.931ug/L43.9 ug/L <10 ug/LAcetone

5 50.0 3075-12577.5 13.3ug/L38.7 ug/L <5 ug/LBenzene

5 50.0 3065-12072.5 15.0ug/L36.3 ug/L <5 ug/LBromobenzene

5 50.0 3070-12573.2 10.2ug/L36.6 ug/L <5 ug/LBromochloromethane

5 50.0 3070-13078.6 12.1ug/L39.3 ug/L <5 ug/LBromodichloromethane

5 50.0 3055-13574.4 15.1ug/L37.2 ug/L <5 ug/LBromoform

5 50.0 3030-16065.2 20.3ug/L32.6 ug/L <5 ug/LBromomethane

5 50.0 3045-16080.2 6.20ug/L40.1 ug/L <5 ug/LCarbon disulfide

5 50.0 3065-13580.0 14.9ug/L40.0 ug/L <5 ug/LCarbon tetrachloride

5 50.0 3075-12569.6 15.7ug/L34.8 ug/L <5 ug/LChlorobenzene M

5 50.0 3040-15569.5 6.60ug/L34.7 ug/L <5 ug/LChloroethane

5 50.0 3070-12570.1 9.69ug/L35.1 ug/L <5 ug/LChloroform

5 50.0 3050-13054.3 11.7ug/L27.1 ug/L <5 ug/LChloromethane

5 50.0 3065-12569.8 8.98ug/L34.9 ug/L <5 ug/Lcis-1,2-Dichloroethylene

5 50.0 3070-12571.6 12.3ug/L35.8 ug/L <5 ug/Lcis-1,3-Dichloropropene

5 50.0 3065-13082.1 11.8ug/L41.1 ug/L <5 ug/LDibromochloromethane

5 50.0 3075-13076.3 11.0ug/L38.1 ug/L <5 ug/LDibromomethane

5 50.0 3035-13549.2 14.7ug/L24.6 ug/L <5 ug/LDichlorodifluoromethane

5 50.0 3075-12574.0 17.6ug/L37.1 ug/L <5 ug/LEthylbenzene M

5 50.0 3055-14063.4 22.9ug/L31.7 ug/L <5 ug/LHexachlorobutadiene

5 50.0 3075-13076.6 18.4ug/L38.3 ug/L <5 ug/LIsopropylbenzene

5 100 3080-12573.8 16.8ug/L74.3 ug/L <5 ug/Lm+p-Xylenes M

5 50.0 3055-14071.8 8.96ug/L37.6 ug/L <5 ug/LMethylene chloride

5 50.0 3065-12574.3 9.87ug/L37.2 ug/L <5 ug/LMethyl-t-butyl ether (MTBE)

5 50.0 3040-12574.2 14.7ug/L37.1 ug/L <5 ug/LNaphthalene

5 50.0 3065-14070.6 19.7ug/L35.3 ug/L <5 ug/Ln-Butylbenzene

5 50.0 3065-13574.1 15.8ug/L37.1 ug/L <5 ug/Ln-Propylbenzene

5 50.0 3075-12572.9 17.8ug/L36.7 ug/L <5 ug/Lo-Xylene M

5 50.0 3065-13068.0 19.2ug/L34.0 ug/L <5 ug/Lsec-Butylbenzene


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





5 50.0 3075-12576.0 16.3ug/L38.0 ug/L <5 ug/LStyrene

5 50.0 3065-13073.0 15.7ug/L36.5 ug/L <5 ug/Ltert-Butylbenzene

5 50.0 3065-14097.2 19.4ug/L48.6 ug/L <5 ug/LTetrachloroethylene (PCE)

5 50.0 3070-12575.4 11.4ug/L38.2 ug/L <5 ug/LToluene

5 50.0 3065-13572.5 6.93ug/L36.3 ug/L <5 ug/Ltrans-1,2-Dichloroethylene

5 50.0 3065-12578.0 11.9ug/L39.0 ug/L <5 ug/Ltrans-1,3-Dichloropropene

5 50.0 3075-12576.7 11.4ug/L38.3 ug/L <5 ug/LTrichloroethylene

5 50.0 3025-18559.0 9.58ug/L29.5 ug/L <5 ug/LTrichlorofluoromethane

5 50.0 3060-13064.3 8.03ug/L32.1 ug/L <5 ug/LVinyl chloride






Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





83.3 ug/kg<83.3 ug/kg1,2,4,5-Tetrachlorobenzene



83.3 ug/kg<83.3 ug/kg1,2-Diphenylhydrazine





83.3 ug/kg<83.3 ug/kg2,3,4,6-Tetrachlorophenol




83.3 ug/kg<83.3 ug/kg2,4-Dimethylphenol

83.3 ug/kg<83.3 ug/kg2,4-Dinitrophenol





83.3 ug/kg<83.3 ug/kg2-Chlorophenol

83.3 ug/kg<83.3 ug/kg2-Methylnaphthalene




83.3 ug/kg<83.3 ug/kg3,3'-Dichlorobenzidine

83.3 ug/kg<83.3 ug/kg3-Methylcholanthrene


83.3 ug/kg<83.3 ug/kg4,6-Dinitro-2-methylphenol

83.3 ug/kg<83.3 ug/kg4-Aminobiphenyl

83.3 ug/kg<83.3 ug/kg4-Bromophenyl phenyl ether

83.3 ug/kg<83.3 ug/kg4-Chloroaniline

83.3 ug/kg<83.3 ug/kg4-Chlorophenyl phenyl ether


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte







83.3 ug/kg<83.3 ug/kg7,12-Dimethylbenz (a) anthracene

83.3 ug/kg<83.3 ug/kgAcenaphthene

83.3 ug/kg<83.3 ug/kgAcenaphthylene

83.3 ug/kg<83.3 ug/kgAcetophenone

83.3 ug/kg<83.3 ug/kgAniline

83.3 ug/kg<83.3 ug/kgAnthracene

83.3 ug/kg<83.3 ug/kgBenzidine

83.3 ug/kg<83.3 ug/kgBenzo (a) anthracene

83.3 ug/kg<83.3 ug/kgBenzo (a) pyrene

83.3 ug/kg<83.3 ug/kgBenzo (b) fluoranthene

83.3 ug/kg<83.3 ug/kgBenzo (g,h,i) perylene

83.3 ug/kg<83.3 ug/kgBenzo (k) fluoranthene

83.3 ug/kg<83.3 ug/kgBenzoic acid

83.3 ug/kg<83.3 ug/kgBenzyl alcohol

83.3 ug/kg<83.3 ug/kgbis (2-Chloroethoxy) methane

83.3 ug/kg<83.3 ug/kgbis (2-Chloroethyl) ether

83.3 ug/kg<83.3 ug/kg2,2'-Oxybis (1-chloropropane)

83.3 ug/kg<83.3 ug/kgbis (2-Ethylhexyl) phthalate

83.3 ug/kg<83.3 ug/kgButyl benzyl phthalate

83.3 ug/kg<83.3 ug/kgChrysene

83.3 ug/kg<83.3 ug/kgDibenz (a,h) anthracene

83.3 ug/kg<83.3 ug/kgDibenz (a,j) acridine

83.3 ug/kg<83.3 ug/kgDibenzofuran

83.3 ug/kg<83.3 ug/kgDiethyl phthalate

83.3 ug/kg<83.3 ug/kgDimethyl phthalate

83.3 ug/kg<83.3 ug/kgDi-n-butyl phthalate

83.3 ug/kg<83.3 ug/kgDi-n-octyl phthalate

83.3 ug/kg<83.3 ug/kgDiphenylamine

83.3 ug/kg<83.3 ug/kgEthyl methanesulfonate


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





83.3 ug/kg<83.3 ug/kgFluoranthene

83.3 ug/kg<83.3 ug/kgFluorene

83.3 ug/kg<83.3 ug/kgHexachlorobenzene


83.3 ug/kg<83.3 ug/kgHexachlorocyclopentadiene

83.3 ug/kg<83.3 ug/kgHexachloroethane

83.3 ug/kg<83.3 ug/kgIndeno (1,2,3-cd) pyrene

83.3 ug/kg<83.3 ug/kgIsophorone

83.3 ug/kg<83.3 ug/kgm+p-Cresols

83.3 ug/kg<83.3 ug/kgMethyl methanesulfonate


83.3 ug/kg<83.3 ug/kgNitrobenzene

83.3 ug/kg<83.3 ug/kgn-Nitrosodimethylamine

83.3 ug/kg<83.3 ug/kgn-Nitrosodi-n-butylamine

83.3 ug/kg<83.3 ug/kgn-Nitrosodi-n-propylamine

83.3 ug/kg<83.3 ug/kgn-Nitrosodiphenylamine

83.3 ug/kg<83.3 ug/kgn-Nitrosopiperidine

83.3 ug/kg<83.3 ug/kgo+m+p-Cresols

83.3 ug/kg<83.3 ug/kgo-Cresol

83.3 ug/kg<83.3 ug/kgp-(Dimethylamino) azobenzene

83.3 ug/kg<83.3 ug/kgp-Chloro-m-cresol

83.3 ug/kg<83.3 ug/kgPentachloronitrobenzene (quintozene)

83.3 ug/kg<83.3 ug/kgPentachlorophenol

83.3 ug/kg<83.3 ug/kgPhenacetin

83.3 ug/kg<83.3 ug/kgPhenanthrene

83.3 ug/kg<83.3 ug/kgPhenol

83.3 ug/kg<83.3 ug/kgPronamide

83.3 ug/kg<83.3 ug/kgPyrene

83.3 ug/kg<83.3 ug/kgPyridine

3320 35-125Surr: 2,4,6-Tribromophenol 57.51910 ug/kg

1660 45-105Surr: 2-Fluorobiphenyl 63.91060 ug/kg


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte





3320 35-105Surr: 2-Fluorophenol 63.62110 ug/kg

1660 35-100Surr: Nitrobenzene-d5 66.91110 ug/kg

3320 40-100Surr: Phenol-d5 69.62310 ug/kg

1660 30-125Surr: p-Terphenyl-d14 85.11410 ug/kg


83.3 3310 44-14260.2ug/kg1990 ug/kg ug/kg1,2,4-Trichlorobenzene

83.3 3310 20-12463.4ug/kg2100 ug/kg ug/kg1,4-Dichlorobenzene

83.3 3310 15-14069.9ug/kg2310 ug/kg ug/kg4-Nitrophenol

83.3 3310 45-11066.0ug/kg2190 ug/kg ug/kgAcenaphthene

83.3 3310 40-11570.4ug/kg2330 ug/kg ug/kgn-Nitrosodi-n-propylamine

83.3 3310 25-12071.6ug/kg2370 ug/kg ug/kgPentachlorophenol

83.3 3340 40-10060.3ug/kg2020 ug/kg ug/kgPhenol

83.3 3310 45-12570.7ug/kg2340 ug/kg ug/kgPyrene








83.3 3190 44-14250.0ug/kg1600 ug/kg <83.3 ug/kg1,2,4-Trichlorobenzene

83.3 3190 20-12450.9ug/kg1630 ug/kg <83.3 ug/kg1,4-Dichlorobenzene

83.3 3190 15-14052.9ug/kg1690 ug/kg <83.3 ug/kg4-Nitrophenol

83.3 3190 45-11056.7ug/kg1810 ug/kg <83.3 ug/kgAcenaphthene

83.3 3190 40-11565.8ug/kg2100 ug/kg <83.3 ug/kgn-Nitrosodi-n-propylamine

83.3 3190 25-12061.0ug/kg1950 ug/kg <83.3 ug/kgPentachlorophenol

83.3 3230 40-10050.7ug/kg1630 ug/kg <83.3 ug/kgPhenol

83.3 3190 45-12568.9ug/kg2200 ug/kg <83.3 ug/kgPyrene



Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte











83.3 3330 2044-14254.8 13.4ug/kg1830 ug/kg <83.3 ug/kg1,2,4-Trichlorobenzene

83.3 3330 2020-12456.3 14.3ug/kg1880 ug/kg <83.3 ug/kg1,4-Dichlorobenzene

83.3 3330 2015-14065.2 25.1ug/kg2170 ug/kg <83.3 ug/kg4-Nitrophenol P

83.3 3330 2045-11061.6 12.6ug/kg2050 ug/kg <83.3 ug/kgAcenaphthene

83.3 3330 2040-11563.7 1.03ug/kg2120 ug/kg <83.3 ug/kgn-Nitrosodi-n-propylamine

83.3 3330 2025-12070.5 18.7ug/kg2350 ug/kg <83.3 ug/kgPentachlorophenol

83.3 3370 2040-10054.3 11.2ug/kg1830 ug/kg <83.3 ug/kgPhenol

83.3 3330 2045-12570.8 6.86ug/kg2360 ug/kg <83.3 ug/kgPyrene








Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte

Semivolatile Hydrocarbons by GC - Quality Control


Batch BAC0670 - SW8100


10.0 mg/kg<10.0 mg/kgTPH-Semi-Volatiles (DRO)

5.00 40-160Surr: Pentacosane 73.13.65 mg/kg


10.0 98.4 40-16056.8mg/kg55.9 mg/kg mg/kgTPH-Semi-Volatiles (DRO)



10.0 97.7 40-16055.5mg/kg54.2 mg/kg <10.0 mg/kgTPH-Semi-Volatiles (DRO)



10.0 99.0 2040-16090.1 48.8mg/kg89.2 mg/kg <10.0 mg/kgTPH-Semi-Volatiles (DRO) P



Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte



Batch BAC0671 - No Prep Wet Chem


0.005 mg/kg<0.005 mg/kgChromium, Hexavalent


0.005 0.100 80-12099.0mg/kg0.10 mg/kg mg/kgChromium, Hexavalent






Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report



SW1311 in Solids

Extraction Fluid, Metals VELAP

SW6010C in Non-Potable Water

Arsenic VELAP,WVDEP

Barium VELAP,WVDEP

Cadmium VELAP,WVDEP

Chromium VELAP,WVDEP

Lead VELAP,WVDEP


Silver VELAP,WVDEP

SW6010C in Solids

Antimony VELAP

Arsenic VELAP

Beryllium VELAP

Cadmium VELAP,WVDEP

Chromium VELAP

Copper VELAP

Lead VELAP,WVDEP

Nickel VELAP


Silver VELAP,WVDEP

Thallium VELAP

Zinc VELAP

SW7196A in Solids

Chromium, Hexavalent VELAP

SW7470A in Non-Potable Water

Mercury VELAP,WVDEP

SW7471B in Solids

Mercury VELAP,WVDEP

SW8015C in Solids

TPH-Semi-Volatiles (DRO) VELAP,NC,WVDEP

TPH-Volatiles (GRO) VELAP,NC,WVDEP

SW8260B in Solids





Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report





1,1-Dichloroethylene NC,VELAP,WVDEP

1,1-Dichloropropene NC,VELAP,WVDEP


1,2,3-Trichloropropane NC,VELAP,WVDEP



1,2-Dibromo-3-chloropropane (DBCP) NC,VELAP,WVDEP

1,2-Dibromoethane (EDB) NC,VELAP,WVDEP









2-Butanone (MEK) NC,VELAP,WVDEP


2-Hexanone (MBK) NC,VELAP,WVDEP


4-Isopropyltoluene NC,VELAP,WVDEP

4-Methyl-2-pentanone (MIBK) NC,VELAP,WVDEP

Acetone NC,VELAP,WVDEP

Benzene NC,VELAP,WVDEP

Bromobenzene NC,VELAP,WVDEP

Bromochloromethane NC,VELAP,WVDEP

Bromodichloromethane NC,VELAP,WVDEP

Bromoform NC,VELAP,WVDEP

Bromomethane NC,VELAP,WVDEP

Carbon disulfide NC,VELAP,WVDEP

Carbon tetrachloride NC,VELAP,WVDEP

Chlorobenzene NC,VELAP,WVDEP

Chloroethane NC,VELAP,WVDEP

Chloroform NC,VELAP,WVDEP

Chloromethane NC,VELAP,WVDEP

cis-1,2-Dichloroethylene NC,VELAP,WVDEP


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report



cis-1,3-Dichloropropene NC,VELAP,WVDEP

Dibromochloromethane NC,WVDEP

Dibromomethane NC,VELAP,WVDEP

Dichlorodifluoromethane NC,VELAP,WVDEP

Di-isopropyl ether (DIPE) NC,VELAP,WVDEP

Ethanol NC,VELAP,WVDEP

Ethylbenzene NC,VELAP,WVDEP

Ethyl-t-butyl ether (ETBE) NC,VELAP,WVDEP


Iodomethane NC,VELAP,WVDEP

Isopropylbenzene NC,VELAP,WVDEP

m+p-Xylenes NC,VELAP,WVDEP

Methylene chloride NC,VELAP,WVDEP

Methyl-t-butyl ether (MTBE) NC,VELAP,WVDEP


n-Butylbenzene NC,VELAP,WVDEP

n-Propylbenzene NC,VELAP,WVDEP

o-Xylene NC,VELAP,WVDEP

sec-Butylbenzene NC,VELAP,WVDEP

Styrene NC,VELAP,WVDEP

TAA NC,VELAP,WVDEP

TAEE NC,VELAP,WVDEP

TAME NC,VELAP,WVDEP

TBA NC,VELAP,WVDEP

tert-Butylbenzene NC,VELAP,WVDEP

Tetrachloroethylene (PCE) NC,VELAP,WVDEP

Toluene NC,VELAP,WVDEP

trans-1,2-Dichloroethylene NC,VELAP,WVDEP

trans-1,3-Dichloropropene NC,VELAP,WVDEP

Trichloroethylene NC,VELAP,WVDEP

Trichlorofluoromethane NC,VELAP,WVDEP

Vinyl acetate NC,VELAP,WVDEP

Vinyl chloride NC,VELAP,WVDEP

Xylenes, Total NC,VELAP,WVDEP

Dibromofluoromethane VELAP

SW8270D in Solids

1,2,4,5-Tetrachlorobenzene NC,VELAP,WVDEP


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report





1,2-Diphenylhydrazine NC,VELAP,WVDEP





2,3,4,6-Tetrachlorophenol NC,VELAP,WVDEP




2,4-Dimethylphenol NC,VELAP,WVDEP

2,4-Dinitrophenol NC,VELAP,WVDEP





2-Chlorophenol NC,VELAP,WVDEP

2-Methylnaphthalene NC,VELAP,WVDEP




3-Methylcholanthrene NC,VELAP,WVDEP


4,6-Dinitro-2-methylphenol NC,VELAP,WVDEP

4-Aminobiphenyl NC,VELAP,WVDEP

4-Bromophenyl phenyl ether NC,VELAP,WVDEP

4-Chloroaniline NC,VELAP,WVDEP

4-Chlorophenyl phenyl ether NC,VELAP,WVDEP



7,12-Dimethylbenz (a) anthracene NC,VELAP,WVDEP

Acenaphthene NC,VELAP,WVDEP

Acenaphthylene NC,VELAP,WVDEP

Acetophenone NC,VELAP,WVDEP

Aniline NC,VELAP,WVDEP

Anthracene NC,VELAP,WVDEP

Benzidine NC,VELAP,WVDEP


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report



Benzo (a) anthracene NC,VELAP,WVDEP

Benzo (a) pyrene NC,VELAP,WVDEP

Benzo (b) fluoranthene NC,VELAP,WVDEP

Benzo (g,h,i) perylene NC,VELAP,WVDEP

Benzo (k) fluoranthene NC,VELAP,WVDEP

Benzoic acid NC,VELAP,WVDEP

Benzyl alcohol NC,VELAP,WVDEP

bis (2-Chloroethoxy) methane NC,VELAP,WVDEP

bis (2-Chloroethyl) ether NC,VELAP,WVDEP

2,2'-Oxybis (1-chloropropane) NC,VELAP,WVDEP

bis (2-Ethylhexyl) phthalate NC,VELAP,WVDEP

Butyl benzyl phthalate NC,VELAP,WVDEP

Chrysene NC,VELAP,WVDEP

Dibenz (a,h) anthracene NC,VELAP,WVDEP

Dibenz (a,j) acridine NC,VELAP,WVDEP

Dibenzofuran NC,VELAP,WVDEP

Diethyl phthalate NC,VELAP,WVDEP

Dimethyl phthalate NC,VELAP,WVDEP

Di-n-butyl phthalate NC,VELAP,WVDEP

Di-n-octyl phthalate NC,VELAP,WVDEP

Diphenylamine NC,VELAP,WVDEP

Ethyl methanesulfonate NC,VELAP,WVDEP

Fluoranthene NC,VELAP,WVDEP

Fluorene NC,VELAP,WVDEP

Hexachlorobenzene NC,VELAP,WVDEP


Hexachlorocyclopentadiene NC,VELAP,WVDEP

Hexachloroethane NC,VELAP,WVDEP

Indeno (1,2,3-cd) pyrene NC,VELAP,WVDEP

Isophorone NC,VELAP,WVDEP

m+p-Cresols NC,VELAP,WVDEP

Methyl methanesulfonate NC,VELAP,WVDEP


Nitrobenzene NC,VELAP,WVDEP

n-Nitrosodimethylamine NC,VELAP,WVDEP

n-Nitrosodi-n-butylamine NC,VELAP,WVDEP

n-Nitrosodi-n-propylamine NC,VELAP,WVDEP

n-Nitrosodiphenylamine NC,VELAP,WVDEP


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report



n-Nitrosopiperidine NC,VELAP,WVDEP

o+m+p-Cresols NC,VELAP,WVDEP

o-Cresol NC,VELAP,WVDEP

p-(Dimethylamino) azobenzene NC,VELAP,WVDEP

p-Chloro-m-cresol NC,VELAP,WVDEP

Pentachloronitrobenzene (quintozene) NC,WVDEP

Pentachlorophenol NC,VELAP,WVDEP

Phenacetin NC,VELAP,WVDEP

Phenanthrene NC,VELAP,WVDEP

Phenol NC,VELAP,WVDEP

Pronamide NC,VELAP,WVDEP

Pyrene NC,VELAP,WVDEP

Pyridine NC,VELAP,WVDEP








Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report


C Continuing calibarion verification response for this analyte is outside specifications.

L LCS recovery is outside of established acceptance limits

M Matrix spike recovery is outside established acceptance limits

P Duplicate analysis does not meet the acceptance criteria for precision

S Surrogate recovery was outside acceptance criteria


QualifersQual








Page 110 of 111

Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

3/31/2017 15:28


Final Report



NA


NA

Yes

Yes

Yes

Yes

Yes

Yes

Yes

No

Yes

Walk In

Work Order Comments





recently taken?










As per Joe Felton the samples received with illegible labels are "RL-S-51A+51B".

BAR 03/24/17 1453

Page 111 of 111


Laboratory Order ID 17D0241


Client Name:

Enclosed are the results of analyses for samples received by the laboratory on 04/07/2017 14:20. If you

have any questions concerning this report, please feel free to contact the laboratory.

Sincerely,

Ted Soyars

Laboratory Manager

Richmond, VA 23235


Purchase Order:


Date Issued:

Date Received:

Submitted To:

Client Site I.D.:

April 14, 2017 12:02

April 7, 2017 14:20Whitman, Requardt & Associates, LLP - Richmond

Joe Felton

End Notes:












Final Report

Page 1 of 10

Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

4/14/2017 12:02


Final Report


Laboratory Order ID 17D0241


RL-S-1 to RL-S-4 17D0241-05 04/07/2017 14:20Soil 03/21/2017 13:00 to 03/21/2017 14:00

RL-S-53A + 53B 17D0241-06 04/07/2017 14:20Soil 04/06/2017 15:15

Results have been calculated based on dry weight.

The Certificate of Analysis is being re-issued on 4-13-17 to reflect final VS results.

The Certificate of Analysis is being reissued on 4-14-17 to report VS results in percentages.


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

4/14/2017 12:02


Final Report

Laboratory Order ID: 17D0241

ResultParameter

Reporting



Date/Time


RL-S-1 to RL-S-4 Laboratory Sample ID:Sample I.D. 17D0241-05

Analytical Results


SM18 2540G 93.5 % JCM0.1 105 04/07/17 14:18 04/07/17 14:18Percent Moisture

SM18 2540G 6.46 % JCM0.10 105 04/07/17 14:18 04/07/17 14:18Percent Solids

SM22

2540G-2011

31.9 % DLF0.0200 105RE1 04/10/17 15:30 04/10/17 15:30Volatile Solids


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

4/14/2017 12:02


Final Report

Laboratory Order ID: 17D0241

ResultParameter

Reporting



Date/Time


RL-S-53A + 53B Laboratory Sample ID:Sample I.D. 17D0241-06

Analytical Results


SM18 2540G 89.5 % JCM0.1 106 04/07/17 14:18 04/07/17 14:18Percent Moisture

SM18 2540G 10.5 % JCM0.10 106 04/07/17 14:18 04/07/17 14:18Percent Solids

SM22

2540G-2011

27.7 % DLF0.0200 106RE1 04/10/17 15:30 04/10/17 15:30Volatile Solids

Analytical Summary




17D0241-05 BAD0167 SAD0184SM18 2540G 1.00 g / 1.00 mL

17D0241-06 BAD0167 SAD0184SM18 2540G 1.00 g / 1.00 mL


17D0241-05 BAD0206 SAD0288SM22 2540G-2011 11.4 g / 11.4 mL

17D0241-05RE1 BAD0206 SAD0288SM22 2540G-2011 11.4 g / 11.4 mL

17D0241-06 BAD0206 SAD0288SM22 2540G-2011 11.3 g / 11.3 mL

17D0241-06RE1 BAD0206 SAD0288SM22 2540G-2011 11.3 g / 11.3 mL


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

4/14/2017 12:02


Final Report

Result Limit

Reporting

Units Level

Spike

Result

Source

%REC

%REC

Limits RPD

RPD

Limit Qual Analyte



Batch BAD0167 - No Prep Wet Chem

Blank (BAD0167-BLK1) Prepared & Analyzed: 04/07/2017

0.10 %100 %Percent Solids

0.1 %<0.1 %Percent Moisture

Duplicate (BAD0167-DUP1) Prepared & Analyzed: 04/07/2017Source: 17D0241-06

0.10 201.62%10.6 % 10.5 %Percent Solids

0.1 200.192%89.4 % 89.5 %Percent Moisture

Batch BAD0206 - No Prep Wet Chem

Blank (BAD0206-BLK1) Prepared & Analyzed: 04/10/2017

0.0200 %0.0229 %Volatile Solids B

Duplicate (BAD0206-DUP1) Prepared & Analyzed: 04/10/2017Source: 17D0241-06

0.0200 203.33%26.7 % 27.6 %Volatile Solids

Duplicate (BAD0206-DUP2) Prepared & Analyzed: 04/10/2017Source: 17D0241-06RE1

0.0200 203.27%26.8 % 27.7 %Volatile Solids


Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

4/14/2017 12:02


Final Report










Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

4/14/2017 12:02


Final Report


B Blank contamination. The recorded result is associated with a contaminated blank.


QualifersQual








Page 8 of 10

Page 9 of 10

Client Site I.D.:




46510-003Joe Felton

Richmond VA, 23235



Client Name:

Purchase Order:

4/14/2017 12:02


Final Report



NA


NA

Yes

Yes

Yes

Yes

Yes

Yes

Yes

No

Yes

Walk In

Work Order Comments





recently taken?










As per Joe Felton, Work Order 17C0754 to be relogged and samples RL-S-1 to

RL-S-4 to be composited and analyzed for percent moisture, percent solids on a next

day TAT.

Volatile Solids to be analyzed on a 2 day TAT.

Work Order 17C0845 to be relogged and RL-S- 53a+ 53 b analyzed for percent

moisture, percent solids on a next day TAT.

Volatile Solids to be analyzed on a 2 day TAT.

Analyze volatile solids outside of holding time. MMB 4/7/17 14:20

Page 10 of 10

Supplement C Summary Sheet of Lagoon Residuals Removal since 2004

City of Richmond Department of Public UtilitiesLagoon Residuals Removal, Phase 4Contract #1800011316Purchase Order #19000002938

Summary Sheetof

Lagoon Residuals Removal, Phase 4

MONTH

MONTHLY DRY TONS

REMOVED

TOTAL DRY TONS

REMOVEDTOTAL TONS REMAINING

AVERAGE %TS

AVERAGE TRUCK GROSS

WEIGHT (LBS)

AVERAGE RESIDUALS REMOVED

PER TRUCK (LBS)

PAYMENT TO MOBILE FOR

SOLIDS REMOVAL THIS MONTH

REMAINING CONTRACT

FUNDING FOR SOLIDS REMOVAL

CONTRACT #1800011316 4,000.00 Cost per Ton $ 299.00 $ 1,196,000.00

May-18 0.00 0.00 4,000.00 NA NA NA -$ 1,196,000.00$ June-18 585.87 585.87 3,414.13 19.21 73,870 43,884 175,175.13$ 1,020,824.87$ July-18 775.14 1,361.01 2,638.99 19.68 76,172 46,330 231,766.86$ 789,058.01$

August-18 1,108.97 2,469.98 1,530.02 23.30 78,345 47,942 331,582.03$ 457,475.98$ September-18 940.18 3,410.16 589.84 26.38 77,989 47,702 281,113.82$ 176,362.16$

October-18 600.38 4,010.54 -10.54 18.96 77,220 47,190 179,513.62$ (3,151.46)$

TOTAL THIS CONTRACT PERIOD 4,010.54 1,199,151.46$

TOTAL SINCE JUNE 2004 69,481.34 16,706,082.65$

3/29/2019

Supplement D Construction Site Safety Plan for Contractors Working on or near

Hazardous Conditions at the Water Purification Plant.

Contractor Safety Revision No.: 1 July 9, 2008

15a 1

City of Richmond, Virginia Department of Public Utilities

Construction Site Safety Plan for Contractors

Working on or near Hazardous Conditions at the Water Purification Plant

The Process Safety Management (PSM) and Risk Management Plan (RMP) programs under OSHA 1910.119 and 40 CFR 68, respectively, specify that all contractors involved in performing activities that have the potential for affecting process safety, including, but not limited to, maintenance or repair, turnaround, major renovation, or specialty work, on or adjacent to the ammonia, or other covered processes are subjected to this plan. However, contractors performing demolition, construction, equipment installation, performing incidental services such as ammonia delivery, and other work that might affect the safety of a covered process are also included in this section. 1. PUBLIC CONVENIENCE AND SAFETY The Contractor shall at all times conduct the work safely and assure a safe work site. The Contractor shall be responsible for the safety of the Contractor’s employees, agents and subcontractors, City of Richmond personnel, and all other personnel or persons at the work site. The Contractor shall be responsible for the adequacy and safety of all construction methods or procedures and safe prosecution of the work. The Contractor shall be responsible at all times to conduct the work and keep the work site in compliance with federal, state, and local safety laws and regulations, including, but not limited to OSHA requirements. The Contractor shall, prior to actual construction or providing services, submit the name(s) of an authorized person who is a competent person as defined by OSHA (29 CFR 1926) responsible for site safety activities. A resume of the qualifications of the competent person must be submitted to the City of Richmond Department of Public Utilities (DPU). The resume shall include such items as: experience, education, special safety and first aid courses completed, safety conferences attended, familiarity with standards and regulations and certifications or registrations. The Contractor shall have an authorized and competent safety representative as defined above on the work site at frequent and regular intervals, or more often as conditions require. Failure to have such person at the site as specified herein constitutes an unsafe practice. The Contractor shall be responsible to suspend work whenever a work method or procedure or a condition at a work site is unsafe. The Contractor shall submit a written notification to the City of Richmond DPU of any accident or injury. (A copy of the notification shall be sent to the City of Richmond Occupational Safety and Health Specialist by the Contractor.) Failure of the Contractor to comply with these provisions, or any federal, state, or local safety laws and regulations constitutes just cause for the City of Richmond DPU to order suspension of work. None of the provisions of this section are intended to nor shall be construed to create any duty of responsibility on the City of Richmond DPU to provide or enforce safety requirements for the


15a 2

Contractor. The duty, responsibility, and liability for safety shall remain with the Contractor. Any failure of the City of Richmond DPU to suspend work or detect violation of any local, state, or federal safety standard or regulation shall in no case relieve the Contractor of the Contractor’s safety responsibility. 2. SITE SAFETY PLAN The Contractor shall file with the City of Richmond Technical Services or Operations Support Division prior to the pre-construction meeting a Site Safety Plan, which at minimum shall: Provide current documentation and other information about the contractor’s safety performance

and programs (e.g., OSHA - 200 Log for the past 5 years, written training documentation). Provide documented certifications demonstrating that each employee has received, understood

and completed the safety training program in key areas related to the PSM. (e.g., a record that contains the identity of the contract employee, the date of training, and means used to verify that the employee understood the training.)

Provide documented evidence showing compliance with confined space entry, lockout/tagout,

emergency response, and safe work practices. Provide a document or procedure describing open communications between the City of

Richmond DPU and Contractor in case the Contractor introduces a hazard to the present hazardous work area.

Name key personnel and alternates responsible for site safety along with means of contacting

these personnel at all times. Describe the risks associated with each operation conducted.

Confirm that personnel are adequately trained to perform their job responsibilities in a safe

manner, to handle the specific hazardous situations they may encounter on the job, or conditions that apply to the Plant’s safety program and emergency response plan.

Describe the protective clothing and equipment to be worn by personnel during various site

operations. Describe the actions to be taken to mitigate existing hazards (e.g., containment of contaminated

materials) to render the work environment less hazardous. Define site control measures and include a site map.

Set forth the site’s Standard Operating Procedures (SOPs). SOPs are those activities that can be

standardized and where a checklist can be used. The SOPs will be: - Prepared in advance. - Based on the best available information, operational principles, and technical

guidance. - Field-tested by qualified health and safety professionals, and revised as appropriate. - Appropriate to the types of risk at the site.


15a 3

- Formulated to be easy to understand and practice. - Provided in writing to all site personnel who will be briefed on their use. - Included in training programs for site personnel.

Set forth a Contingency Plan for safe and effective response to emergencies.

A copy of any safety information or documentation shall be supplied to the City of Richmond Water Purification and Pumping, Technical Services, or Operations Support Division. In addition, the Contractor shall comply with all safety requirements outlined in the bidding procedures pertaining to the work being performed (e.g., Accident Prevention, Protection of Work and Property, etc.).

Supplement E Manufacturer’s Certificate of Proper Installation.

492599 MANUFACTURERS’ FIELD SERVICES MAY 28, 2015 01 43 33 SUPPLEMENT - 1 ©COPYRIGHT 2015 CH2M HILL

MANUFACTURER’S CERTIFICATE OF PROPER INSTALLATION

OWNER EQPT SERIAL NO: EQPT TAG NO: EQPT/SYSTEM:

PROJECT NO: SPEC. SECTION: I hereby certify that the above-referenced equipment/system has been:

(Check Applicable) Installed in accordance with Manufacturer’s recommendations.

Inspected, checked, and adjusted. Serviced with proper initial lubricants.

Electrical and mechanical connections meet quality and safety standards. All applicable safety equipment has been properly installed.

Functional tests. System has been performance tested, and meets or exceeds specified performance requirements. (When complete system of one manufacturer) Note: Attach any performance test documentation from manufacturer.

Comments:

I, the undersigned Manufacturer’s Representative, hereby certify that I am (i) a duly authorized representative of the manufacturer, (ii) empowered by the manufacturer to inspect, approve, and operate their equipment and (iii) authorized to make recommendations required to ensure equipment furnished by the manufacturer is complete and operational, except as may be otherwise indicated herein. I further certify that all information contained herein is true and accurate. Date: _________________________________, 20___

Manufacturer: By Manufacturer’s Authorized Representative: (Authorized Signature)