3420_OmniSourcesILF_SlopereparirPlan_FID1324013_20190716

From:Kemppinen, Hannu
To:Chao, Ming-tai; Stanley, Sherri
Cc:Winegar, James; Davis, Amy
Subject:[External] Omnisource Kernersville Slope Repair SW # 34-20
Date:Tuesday, July 16, 2019 5:28:24 PM
Attachments:image001.pngJune 25. 2019 submittal (v3).pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]
Ming,
In the attached we are submitting the insurance adjustor approved plans for the Omnisource
Kernersville Facility slope repair. We understand from your June 5, 2019 correspondence that
the Section wishes to integrate this document into the inactive industrial landfill, Permit # 34-20.

Hannu Kemppinen, PG
LaBella Associates | Senior Project Manager
336-790-2252 direct
336-323-0092 office
336-209-7156 mobile
2211 West Meadowview Road, Suite 101
Greensboro, NC 27407
labellapc.com | Your Joyce Engineering Team Under a New Name 

Prepared For:
OMNISOURCE SOUTHEAST
1426 West Mountain Street
Kernersville, NC 27284
Submitted by:
LaBella Associates
2211 West Meadowview Rd.
Suite 101
Greensboro, NC 27407
[phone]
NC License No. C-0782
Slope Repair and Grading Plan
Kernersville Waste Management Facility
Permit No. 34-20
JuNE 2019
Project no. 2181909.05
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TABLE OF CONTENTS
PART I - BIDDING REQUIREMENTS
Section Number Title Page
00100 INSTRUCTIONS TO BIDDERS 00100-1 - 00100-10
00300 BID FORM (LUMP SUM) 00300-1 - 00300-7
00430 AFFIDAVIT 00430-1 – 00430-2
PART II – CONTRACT FORMS
00500 EJCDC STANDARD FORM OF AGREEMENT 00500-1 - 00500-6
Article 1 - Work 00500-1 Article 2 - The Project 00500-1
Article 3 - Engineer 00500-1
Article 4 - Contract Times 00500-2 Article 5 - Contract Price 00500-3 Article 6 - Payment Procedures 00500-3 Article 7 - Interest 00500-4
Article 8 - Contractor’s Representations 00500-4 Article 9 - Contract Documents 00500-5 Article 10 - Miscellaneous 00500-6 00510 Notice of Award 00510-1 00520 Notice to Proceed 00520-1 00530 Application for Payment 00530-1 – 00530-2 00540 Work Change Directive 00540-1 – 00540-2 00550 Change Order 00550-1 – 00550-2 00560 Certificate of Substantial Completion 00560-1 – 00560-2

PART III – CONTRACT CONDITIONS
00700 GENERAL CONDITIONS 00700-1 - 00700-45 00800 SUPPLEMENTARY CONDITIONS 00800-1

00910 SUBMITTAL FORM 00910-1
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PART IV – SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS Section Number Title Page
01010 Summary of Work 01010-1
01025 Measurement and Payment 01025-1
01050 Licenses and Permits 01050-1
01060 Regulatory Requirements 01060-1
01070 Lines and Grades 01070-1
01152 Application for Payment 01152-1
01153 Change Order Procedures 01153-1 – 01153-3
01200 Project Meetings 01200-1
01310 Construction Schedules 01310-1
01340 Shop Drawings and Product Data 01340-1
01370 Schedule of Values 01370-1
01400 Quality Control and Testing 01400-1 – 01400-3
01410 Quality Assurance 01410-1
01500 Construction Facilities and Temporary Controls 01500-1
01568 Erosion and Sediment Control 01568-1 – 01568-3
01570 Traffic Control 01570-1 – 01570-2
01700 Contract Closeout 01700-1
01710 Cleaning 01710-1
01720 Project Record Documents 01720-1 – 01720-2

DIVISION 2 - SITE WORK
Section
Number Title Page
02100 Site Preparation 02100-1
02200 Earthwork 02200-1 – 02200-3
02274 Rip Rap 02274-1 – 02274-2
02480 Revegetation 02480-1 – 02480-2
13400 Friction Angle Testing 13400-1 – 13400-3

OMNISOURCE CONTRACTOR SAFEY PROGRAM HANDBOOK
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INSTRUCTIONS TO BIDDERS
TABLE OF CONTENTS
ARTICLE 1 - DEFINED TERMS ................................................................................................................................... 1
ARTICLE 2 - COPIES OF BIDDING DOCUMENTS .................................................................................................. 1
ARTICLE 3 - QUALIFICATIONS OF BIDDERS......................................................................................................... 1
ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, AND SITE ............... 2
ARTICLE 5 - PRE-BID CONFERENCE ....................................................................................................................... 4
ARTICLE 6 - SITE AND OTHER AREAS .................................................................................................................... 4
ARTICLE 7 - INTERPRETATIONS AND ADDENDA ............................................................................................... 4
ARTICLE 8 - BID SECURITY ....................................................................................................................................... 4
ARTICLE 9 - CONTRACT TIMES ................................................................................................................................ 5
ARTICLE 10 - LIQUIDATED DAMAGES AND INCENTIVE PAY ......................................................................... 5
ARTICLE 11 - SUBSTITUTE AND “OR-EQUAL” ITEMS ........................................................................................ 5
ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS ........................................................................ 5
ARTICLE 13 - PREPARATION OF BID ....................................................................................................................... 6
ARTICLE 14 - BASIS OF BID; EVALUATION OF BIDS .......................................................................................... 6
ARTICLE 15 - SUBMITTAL OF BID ........................................................................................................................... 7
ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID ............................................................................. 7
ARTICLE 17 - OPENING OF BIDS............................................................................................................................... 7
ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE ............................................................................ 7
ARTICLE 19 - AWARD OF CONTRACT .................................................................................................................... 7
ARTICLE 20 - CONTRACT SECURITY AND INSURANCE .................................................................................... 8
ARTICLE 21 - SIGNING OF AGREEMENT ................................................................................................................ 8

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TABLE OF ARTICLES (Alphabetical by Subject) Subject Article
Award of Contract ....................................................................................................................................................... 19
Basis of Bid; Evaluation of Bids .................................................................................................................................. 14
Bid Security ................................................................................................................................................................... 8
Bids to Remain Subject to Acceptance ........................................................................................................................ 18
Contract Security and Insurance .................................................................................................................................. 20
Contract Times .............................................................................................................................................................. 9
Copies of Bidding Documents ....................................................................................................................................... 2
Defined Terms ............................................................................................................................................................... 1
Examination of Bidding Documents, Other Related Data, and Site .............................................................................. 4
Interpretations and Addenda .......................................................................................................................................... 7
Liquidated Damages .................................................................................................................................................... 10
Modification and Withdrawal of Bid ........................................................................................................................... 16
Opening of Bids ........................................................................................................................................................... 17
Pre-Bid Conference ....................................................................................................................................................... 5
Preparation of Bid ........................................................................................................................................................ 13
Qualifications of Bidders ............................................................................................................................................... 3
Signing of Agreement .................................................................................................................................................. 21
Site and Other Areas ...................................................................................................................................................... 6
Subcontractors, Suppliers and Others .......................................................................................................................... 12
Submittal of Bid ........................................................................................................................................................... 15
Substitute or “Or-Equal” Items .................................................................................................................................... 11
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ARTICLE 1 - DEFINED TERMS
1.01 Terms used in these Instructions to Bidders will have the meanings indicated in the General Conditions and
Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof:
A. Bidder--The individual or entity who submits a Bid directly to OWNER.
B. Issuing Office--The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered.

C. Successful Bidder--The lowest responsible Bidder submitting a responsive Bid to whom OWNER (on the basis of OWNER’s evaluation as hereinafter provided) makes an award.
ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the
Advertisement or Invitation to Bid may be obtained from the Issuing Office. The deposit will be refunded to each document holder of record who returns a complete set of Bidding Documents in good condition within 30 days after opening of Bids.
2.02 Complete sets of Bidding Documents must be used in preparing Bids; neither OWNER nor ENGINEER
assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents.
2.03 OWNER and ENGINEER in making copies of Bidding Documents available on the above terms do so only
for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use.
ARTICLE 3 - QUALIFICATIONS OF BIDDERS
3.01 If Bidder has not performed on a project for OmniSource SE, the bidder must demonstrate qualifications to
perform the Work, within five days of OWNER’s request, Bidder shall submit written evidence such as financial data,
previous experience, present commitments, and such other data as may be called for below. A. Evidence of Bidder’s qualifications to do business in the state where the Work is located.
B. Financial statement of Bidder.
C. Experience Record, with present projects and names and phone numbers of Owner’s representatives.
D. Equipment, manpower, and projected workload.
E. Insurance as required in the Supplementary Conditions.

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ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, AND SITE
4.01 Subsurface and Physical Conditions
A. The Supplementary Conditions identify:
1. Those reports of explorations and tests of subsurface conditions at or contiguous to the Site that
ENGINEER has used in preparing the Bidding Documents. 2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or
contiguous to the Site (except Underground Facilities) that ENGINEER has used in preparing the Bidding Documents.
B. Copies of reports and drawings referenced in paragraph 4.01.A will be made available by OWNER to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the “technical data” contained therein upon which Bidder is entitled to rely as provided in paragraph 4.02 of the General Conditions has been
identified and established in paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any “technical data” or any other data, interpretations, opinions or information contained in such reports or shown or indicated in such drawings.
4.02 Underground Facilities
A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to OWNER and ENGINEER by
owners of such Underground Facilities, including OWNER, or others.
4.03 Hazardous Environmental Condition
A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental
Condition identified at the Site, if any, that ENGINEER has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in paragraph 4.03.A will be made available by OWNER to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the “technical data”
contained therein upon which Bidder is entitled to rely as provided in paragraph 4.06 of the General Conditions has been identified and established in paragraph 4.06 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any “technical data” or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings.
4.04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated conditions appear in paragraphs 4.02, 4.03, and 4.04 of the General
Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with
respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in
paragraph 4.06 of the General Conditions.
4.05 On request in advance, OWNER will provide Bidder access to the Site to conduct such examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid. Bidder shall fill all
holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations,
tests, and studies. OWNER will provide access to the site for observations and inspections as a part of the Pre-Bid Conference. 4.06 Reference is made to Article 7 of the Supplementary Conditions for the identification of the general nature of
other work that is to be performed at the Site by OWNER or others (such as utilities and other prime contractors) that relates to the Work for which a Bid is to be submitted. On request, OWNER will provide to each Bidder for
Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE February 2019
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examination access to or copies of Contract Documents (other than portions thereof related to price) for such other work.
4.07 It is the responsibility of each Bidder before submitting a Bid to:
A. examine and carefully study the Bidding Documents, including any Addenda and the other related data identified in the Bidding Documents;

B. visit the Site and become familiar with and satisfy Bidder as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work;
C. become familiar with and satisfy Bidder as to all federal, state, and local Laws and Regulations that may affect
cost, progress, or performance of the Work; D. carefully study all reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site
(except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions, and carefully study all reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions;

E. obtain, and carefully study (or assume responsibility for doing so), at Bidder’s own expense, all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of
the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to
be employed by Bidder, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto;
F. agree at the time of submitting its Bid that no further examinations, investigations, explorations, tests, studies,
or data are necessary for the determination of its Bid for performance of the Work at the Bid Price and within the times and in accordance with the other terms and conditions of the Bidding Documents; G. become aware of the general nature of the work to be performed by OWNER and others at the Site that relates
to the Work as indicated in the Bidding Documents; H. correlate the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations,
tests, studies, and data with the Bidding Documents; I. promptly give ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by ENGINEER is acceptable to
Bidder; and
J. determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work.

4.08 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and
procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder
has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by ENGINEER are acceptable to Bidder, and that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work.

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ARTICLE 5 - PRE-BID CONFERENCE
5.01 A Mandatory Pre-Bid conference will be held at 1:00 p.m. on March 15, 2018 at the project site location (as
shown on the attached map). Representatives of OWNER and ENGINEER will be present to discuss the Project. Bidders must attend and participate in the conference. ENGINEER will transmit to all prospective Bidders of record such Addenda as ENGINEER considers necessary in response to questions arising at the conference. Oral statements
may not be relied upon and will not be binding or legally effective.
ARTICLE 6 - SITE AND OTHER AREAS

6.01 The Site is identified in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by CONTRACTOR. Easements for permanent structures or permanent changes in existing
facilities are to be obtained and paid for by OWNER unless otherwise provided in the Bidding Documents. ARTICLE 7 - INTERPRETATIONS AND ADDENDA
7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to ENGINEER in writing. Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be
issued by Addenda mailed or delivered to all parties recorded by ENGINEER as having received the Bidding
Documents. Questions received less than ten days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect.

7.02 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by OWNER or ENGINEER. All addenda received by Bidders must be entered on the Bid Form.

ARTICLE 8 - BID SECURITY
8.01 A Bid must be accompanied by Bid security made payable to OWNER in an amount of 5% of Bidder’s
maximum Bid price and in the form of a certified or bank check or a Bid Bond issued by a surety meeting the requirements of paragraphs 5.01 and 5.02 of the General Conditions. The deposit shall be enclosed in the sealed envelope containing the Bid.

8.02 The Bid security of the Successful Bidder will be retained until such Bidder has executed the Contract Documents, furnished the required contract security and met the other conditions of the Notice of Award, whereupon the Bid security will be returned. If the Successful Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within 15 days after the Notice of Award, OWNER may annul the Notice of Award and
the Bid security of that Bidder will be forfeited. The Bid security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the earlier of seven days after the Effective Date of the Agreement or 61 days after the Bid opening, whereupon Bid security furnished by such Bidders will be returned.

8.03 Bid security of other Bidders whom OWNER believes do not have a reasonable chance of receiving the award will be returned within seven days after the Bid opening.

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ARTICLE 9 - CONTRACT TIMES
9.01 The number of days within which, or the dates by which, the Work is to be (a) Substantially Completed and (b)
also completed and ready for final payment are set forth in the Agreement.
ARTICLE 10 - LIQUIDATED DAMAGES AND INCENTIVE PAY
10.01 Provisions for liquidated damages and incentive pay, if any, are set forth in the Agreement.

ARTICLE 11 - SUBSTITUTE AND “OR-EQUAL” ITEMS

11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or “or-equal” items. Whenever it is specified or described in the Bidding Documents that a substitute or “or-equal” item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER
until after the Effective Date of the Agreement. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in the General Conditions and may be supplemented in the General Requirements.

ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS
12.01 In addition to Article 3 requirements, CONTRACTOR shall submit to OWNER a list of all such
Subcontractors, Suppliers, individuals, or entities, including his project manager and project superintendent proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such
Subcontractor, Supplier, individual, or entity if requested by OWNER. If OWNER or ENGINEER, after due
investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, or entity, OWNER may, before the Notice of Award is given, request apparent Successful Bidder to submit a substitute,
12.02 If apparent Successful Bidder declines to make any such substitution, OWNER may award the Contract to the
next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which OWNER or ENGINEER makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such
acceptance after the Effective Date of the Agreement as provided in paragraph 6.06 of the General Conditions. 12.03 CONTRACTOR shall not be required to employ any Subcontractor, Supplier, individual, or entity against whom CONTRACTOR has reasonable objection. The value of the work performed by Subcontractors shall not exceed
50% of the total value of the Contract, exclusive of materials.
12.04 In Contracts where the Contract Price is on the Basis of Cost-of-the-Work Plus a Fee, the apparent Successful BIDDER, prior to the Notice of Award, shall identify in writing to OWNER those portions of the Work
that such BIDDER proposes to subcontract and after the Notice of Award may only subcontract other portions of the
Work with OWNER’s written consent.
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ARTICLE 13 - PREPARATION OF BID
13.01 The Bid form is included with the Bidding Documents.
13.02 All blanks on the Bid form shall be completed by printing in ink or by typewriter and the Bid signed. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein, or the words “No Bid,” “No
Change,” or “Not Applicable” entered.
13.03 A Bid by a corporation shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed and attested by the
secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature.
13.04 A Bid by a partnership shall be executed in the partnership name and signed by a partner (whose title must appear under the signature), accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature.
13.05 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm must be shown below the signature.

13.06 A Bid by an individual shall show the Bidder’s name and official address. 13.07 A Bid by a joint venture shall be executed by each joint venturer in the manner indicated on the Bid form. The
official address of the joint venture must be shown below the signature.
13.08 All names shall be typed or printed in ink below the signatures.
13.09 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on
the Bid form. 13.10 The address and telephone number for communications regarding the Bid shall be shown.
13.11 The Bid shall contain evidence of Bidder’s authority and qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the Contract. Bidder’s state contractor license number for the state of the Project, if any, shall also be shown on the Bid form.
13.12 Bids containing any conditions, omissions, failure to bid all items, unexplained erasures or alterations or items not called for in the Bid, or irregularities of any kind, may be rejected by the OWNER as being non-responsive.
ARTICLE 14 - BASIS OF BID; EVALUATION OF BIDS 14.01 Lump Sum
Bidders shall submit a Bid on a lump sum basis for the Bid. 14.02 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of
cash allowances, if any, named in the Contract Documents as provided in paragraph 11.02 of the General Conditions.
14.03 BIDDER shall provide estimated quantities as requested on the Bid Form. Estimated quantities are to be used by OWNER in evaluating adequacy of the bids. OWNER is not responsible for any incorrect estimated
quantities and shall not constitute grounds for extra costs once Contract is awarded.

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14.04 The Bid Form has been formatted to be used as the Successful BIDDER’s Schedule of Values in determining Monthly Progress Payments. Failure to provide any and all information on Bid Form may result in rejection of Bid.

ARTICLE 15 - SUBMITTAL OF BID

15.01 Each prospective Bidder is furnished an electronic version of the Bidding Documents. 15.02 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the advertisement or invitation to Bid and shall be enclosed in an opaque sealed envelope plainly marked with the Project
title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of
Bidder, and shall be accompanied by the Bid security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate envelope plainly marked on the outside with the notation “BID ENCLOSED.” 15.03 Bidder shall include with his bid a completed a) List of subcontractors, b) Affidavit.
ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID
16.01 A Bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids.
16.02 If within 24 hours after Bids are opened any Bidder files a duly signed written notice with OWNER and
promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid, and the Bid security will be returned. Thereafter, if the Work is rebid, that Bidder will be disqualified from further bidding on the Work.

ARTICLE 17 - OPENING OF BIDS

17.01 Bids will be opened privately.
ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE
18.01 All Bids will remain subject to acceptance for the period of time stated in the Bid form, but OWNER may, in its sole discretion, release any Bid prior to the end of this period.
ARTICLE 19 - AWARD OF CONTRACT
19.01 OWNER reserves the right to reject any or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. OWNER further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to be non-responsible. OWNER may also reject the Bid of any
Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder.
OWNER also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will
be resolved in favor of the words.

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19.02 More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work may be cause for disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest.

19.03 In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award.
19.04 In evaluating Bidders, OWNER will consider the qualifications of Bidders and may consider the qualifications
and experience of Subcontractors, Suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Supplementary Conditions. OWNER also may consider the operating costs, maintenance requirements, performance
data, and guarantees of major items of materials and equipment proposed for incorporation in the Work when such
data is required to be submitted prior to the Notice of Award. 19.05 OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to perform
the Work in accordance with the Contract Documents to OWNER’s satisfaction within the prescribed time. 19.06 If the Contract is to be awarded, OWNER will award the Contract to the Bidder whose Bid is in the best interests of the Project.

19.07 If the Contract is to be awarded, OWNER will give the apparent Successful Bidder a Notice of Award within 30 days after the day of the opening of Bids.

ARTICLE 20 - CONTRACT SECURITY AND INSURANCE
20.01 Article 5 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth
OWNER’s requirements as to performance and payment Bonds and insurance. When the Successful Bidder delivers the executed Agreement to OWNER, it must be accompanied by such Bonds and Certificates of Insurance.

ARTICLE 21 - SIGNING OF AGREEMENT
21.01 When OWNER gives a Notice of Award to the Successful Bidder, it shall be accompanied by the required
number of unsigned counterparts of the Agreement with the other Contract Documents, which are identified in the Agreement as attached thereto. Within two days thereafter, Successful Bidder shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER. Within two days thereafter, OWNER shall deliver one fully signed counterpart to Successful Bidder with a complete set of the Drawings with appropriate
identification.
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BID FORM (Lump Sum)
THIS BID IS SUBMITTED TO:
OmniSource SE 1426 W Mountain St, Kernersville, NC 27284
PROJECT IDENTIFICATION: OmniSource SE
Landfill Slope Repair & Grading Kernersville, North Carolina
THIS BID IS SUBMITTED BY: _________________________________________________
_________________________________________________
_________________________________________________
_________________________________________________ Date: ________________________

1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with
OWNER in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to
Bidders, including without limitation those dealing with the disposition of Bid security. The Bid will remain subject to acceptance for 30 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER. Bidder will sign and deliver the required number of counterparts of the Agreement with the Bonds
and other documents required by the Bidding Requirements within 15 days after the date of OWNER’s Notice of
Award. 3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that:

A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of all, which are hereby acknowledged.
Addendum No. Addendum Date
__________________________ __________________________
__________________________ __________________________
__________________________ __________________________

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work.
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C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress and performance of the Work.
D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions, and (2) reports and drawings of a Hazardous Environmental
Condition, if any, which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the
General Conditions. E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or
supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface,
subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and
programs incident thereto. F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and
in accordance with the other terms and conditions of the Bidding Documents.
G. Bidder is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

I. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder.
J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. 4.01 Bidder further represents that this Bid is genuine and not made in the interest of or on behalf of any
undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group,
association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any individual or entity to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER.

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following prices:
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BID FORM

Item No. Item Description Units Total Costs
1 Mobilization
Mobilization and demobilization shall consist of the furnishing of all work, materials, and operations required for the assembling and setting up for the project, and dismantling and removal of at the conclusion of the project. This pay item includes, but is not limited to, the movement of personnel to the site, construction facilities and temporary controls,
establishment of shops and plants, provisions of sanitary, other facilities and utilities required by the Specifications and State or local regulations, moving on/off site all construction equipment, hauling units, concrete mixers, and tools required to complete the work, all other work and operations, which must be conducted prior to beginning work, the cost of required insurance, warrantees and bonds, licenses and permits, and other expenses required by the
Owner or State, traffic control, removal and proper disposal of construction related waste.
Lump
Sum
2 Site Preparation
This pay item includes personnel, equipment, materials, and supplies for clearing trees and
grubbing for preparation of areas of the project site. Burning of land clearing debris is not allowed on site. All land clearing debris are to be disposed off site.
Lump Sum
3 Grading
This pay item includes furnishing all labor,
equipment and materials to perform site excavation, structural excavation to firm subgrade and filling,
general grading, including construction and maintenance of necessary haul roads.
Lump Sum
4 E & S
This pay item includes furnishing all labor, equipment for managing stormwater during
construction, and providing temporary and permanent matting and seeding, and all Erosion & Sediment Control Features.
Lump Sum
5 Site Restoration This pay item includes furnishing all labor,
equipment and materials for, placement of topsoil, seed, mulch, and fertilizer in all areas disturbed.
LumpSum
TOTAL OF ITEMS 1 THROUGH 5

BIDDER will complete the Work in accordance with the Contract Documents for the following price(s) as totaled
from above: LUMP SUM CONTRACT PRICE
Use words
Dollars $_____________________________ Use numbers
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6.01 Bidder agrees that the Work will be substantially completed and completed and ready for final payment in accordance with paragraph 14.07.B of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.
6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above, which shall be stated in the Agreement.

7.01 The following documents are attached to and made a condition of this Bid: A. A tabulation of Subcontractors, Suppliers [and other] individuals and entities required to be identified in
this Bid; and
B. Affidavit

8.01 Communications concerning this Bid shall be addressed to: The address of Bidder indicated below:
_________________________________________________
_________________________________________________
_________________________________________________
_________________________________________________

9.01 The terms used in this Bid with initial capital letters have the meanings indicated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.
SUBMITTED on _________________________________________, 20______. Contractor State License No. ___________________________________. (If applicable)
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If Bidder is: An Individual
Name (typed or printed):
By: (SEAL)
(Individual’s signature) Doing business as:
Business address:

Phone No.: FAX No.:
A Partnership

Partnership Name: (SEAL) By:
(Signature of general partner -- attach evidence of authority to sign)
Name (typed or printed): Business address:
Phone No.: FAX No.:
A Corporation
Corporation Name: (SEAL)
State of Incorporation: Type (General Business, Professional, Service, Limited Liability):__________________

By: (Signature -- attach evidence of authority to sign)
Name (typed or printed):
Title: (CORPORATE SEAL)
Attest
(Signature of Corporate Secretary) Business address:

Phone No.: FAX No.:
Date of Qualification to do business is .
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A Joint Venture Joint Venturer Name: (SEAL)

By: (Signature of joint venture partner -- attach evidence of authority to sign)
Name (typed or printed):
Title:
Business address:

Phone No.: FAX No.:
Joint Venturer Name: (SEAL)
By:
(Signature -- attach evidence of authority to sign) Name (typed or printed):

Title: Business address:

Phone No.: FAX No.:

Phone and FAX Number, and Address for receipt of official communications:

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)
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AFFIDAVIT

This form must be completed, signed, notarized and returned with Bid. Failure to do so will be considered justification for the rejection of your Bid. A separate form must be submitted by each principal of a joint venture Bid.

Project: OmniSource SE
Slope Repair & Grading Kernersville, North Carolina

Date: ____________________________________________________
STATE OF: _______________________ COUNTY (CITY) OF: _______________________
This day personally appeared before the undersigned, a Notary Public in and for the City/County and State aforesaid,
_____________________________________, who have been first duly sworn according to law, did depose and
aver as follows: 1. That he is ______________________________________________________________________ (owner, partner, president, etc.)
of ____________________________________________________________________________ (insert name of Bidder)
2. That he is personally familiar with the Bid of
______________________________________submitted in connection with (Name of Bidder)

the above-captioned project. 3. That the Bid of said ______________________________________________________________
(insert name of Bidder)

was formulated and submitted in good faith as the true

Bid of said _____________________________________________________________________
(insert name of Bidder)
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4. That in the preparation and submission of this Bid, said BIDDER did not, either directly or indirectly, enter into any combination or arrangement with any person, firm or corporation or enter into any agreement,
participate in any collusion, or otherwise take any action in the restraint of free, competitive bidding in
violation of the Sherman Act (15 USC Section 1).
And further this deponent said not.
_________________________________ Affiant

Subscribed and sworn to before me this ___________________________ day of ___________________________________ 20 _________.

My commission expires ____________________________________________________
____________________________________________________
Notary Public

Note: This Affidavit must be submitted with the Bid. Failure to submit will be considered justification for
rejection of the Bid.

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EJCDC STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE THIS AGREEMENT is by and between OMNISOURCE SE
(hereinafter called OWNER) and
(hereinafter called CONTRACTOR).

OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 - WORK
1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows in Article 2.

ARTICLE 2 - THE PROJECT
2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described
as follows: The Work generally consists of the construction of an industrial landfill cell. The work will include, but not be limited to:

• Land Clearing and grubbing;
• Excavating, grading and surface drainage;
• Fine grading and finish compaction;
• The seeding and stabilization of disturbed areas.
ARTICLE 3 - ENGINEER 3.01 The Project has been designed by: Joyce Engineering, Inc. 2211 West Meadowview Road, Suite 101
Greensboro, NC 27407 who is hereinafter called ENGINEER and who is to act as OWNER’s representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work
in accordance with the Contract Documents.
ARTICLE 4 - CONTRACT TIMES
4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated
in the Contract Documents are of the essence of the Contract.
4.02 Dates for Substantial Completion and Final Payment A. The Work for slope repair and grading will be substantially complete within 30 calendar days after the date
when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions within
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60 calendar days after the date when the Contract Times commence to run. Final record survey will be
submitted to the ENGINEER within 60 calendar days after the date when the Contract Times commence to
run. B. Substantial completion is defined as full and complete finish compaction, fine grading, seeding and stabilization of disturbed areas, and providing record survey of the completed slope repair.
C. All these items must be complete at the time to be considered substantially complete and the record final surveys must be approved by the engineer.
4.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4.02 above, plus any extensions thereof
allowed in accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense, and
difficulties involved in proving in a legal or arbitration proceedings the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER $ 750.00 for each day that expires after the time
specified in paragraph 4.02. for Substantial Completion until the Work is substantially complete. After Substantial
Completion, If CONTRACTOR neglects, refuses, or fails to complete the remaining Work within the Contract Time or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER $ 750.00 for each day that expires after the time specified in paragraph 4.02 for completion and readiness for final payment until the Work is completed and ready for
final payment.
ARTICLE 5 - CONTRACT PRICE
5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of the amounts determined pursuant to paragraphs 5.01.A, 5.01.B, and 5.01.C below:
A. For all Work other than Unit Price Work, a Lump Sum of: (use words)
($ ) (use numbers)
All specific cash allowances are included in the above price and have been computed in accordance with paragraph
11.02 of the General Conditions. B. For all Work, at the prices stated in CONTRACTOR’s Bid, attached hereto as an exhibit.

ARTICLE 6 - PAYMENT PROCEDURES
6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions.

6.02 Progress Payments; Retainage A. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR’s Applications
for Payment on the last Friday of each month during performance of the Work as provided in paragraphs 6.02.A.1 and 6.02.A.2
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below. All such payments will be measured by the schedule of values established in paragraph 2.07.A of the General Conditions
(and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as
provided in the General Requirements: 1. Prior to Substantial Completion, Progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER
may determine or OWNER may withhold, in accordance with paragraph 14.02 of the General Conditions: a. 90% of Work completed (with the balance being retainage).
b. 0% of cost of materials and equipment not incorporated in the Work. 2. Upon Substantial Completion, OWNER shall pay an amount sufficient to increase total payments to CONTRACTOR to 95% of the Work completed, less such amounts as ENGINEER shall determine in accordance with
paragraph 14.02.B.5 of the General Conditions and less 100 % of ENGINEER’s estimate of the value of Work to be
completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion.
6.03 Final Payment
A. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.07.

ARTICLE 7 - INTEREST 7.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall bear interest at the maximum
rate allowed by law at the place of the Project. Not applicable. ARTICLE 8 - CONTRACTOR’S REPRESENTATIONS
8.01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the
Bidding Documents.
B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous
to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions.

E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate
to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR,
including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto
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F. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are
necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other
terms and conditions of the Contract Documents. G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents.
H. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents.
I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR.

J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.
ARTICLE 9 - CONTRACT DOCUMENTS 9.01 Contents
A. The Contract Documents consist of the following:
1. This Agreement (pages 00500-1 to 00500-7, inclusive);
2. Performance Bond (pages __1___ to __3___, inclusive);
3. Payment Bond (pages __1___ to ___3__, inclusive);
4. Other Bonds (pages _____ to _____, inclusive);
a. ___________________________________ (pages _____ to _____, inclusive);
b. ___________________________________ (pages _____ to _____, inclusive);
c. ___________________________________ (pages _____ to _____, inclusive);
5. General Conditions (pages 00700-1 to 00700-45, inclusive);
6. Supplementary Conditions (pages 00800-1 to 00800-5, inclusive);
7. Specifications as listed in the table of contents of the Project Manual;
8. Drawings consisting of construction plans with each sheet bearing the following general title: OmniSource - Southeast, Kernersville, North Carolina;
9. Addenda (numbers __ to __, inclusive); 10. Exhibits to this Agreement (enumerated as follows):
a. Notice to Proceed (pages 00520-01, inclusive);
b. CONTRACTOR’s Bid (pages 00300-1 to 00430-2, inclusive);
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N/A c. Documentation submitted by CONTRACTOR prior to Notice of Award (pages _____ to _____, inclusive);

d. ___________________________________________________________; 11. The following, which may be delivered or issued on or after the Effective Date of the Agreement and are not
attached hereto: a. Written Amendments;
b. Work Change Directives; c. Change Order(s).
B. The documents listed in paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above).
C. There are no Contract Documents other than those listed above in this Article 9.
D. The Contract Documents may only be amended, modified, or supplemented as provided in paragraph 3.05 of the
General Conditions. ARTICLE 10 - MISCELLANEOUS
10.01 Terms A. Terms used in this Agreement will have the meanings indicated in the General Conditions.
10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto
without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due
and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents.

10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other
party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations
contained in the Contract Documents. 10.04 Severability

A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision.

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IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has
been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by
OWNER and CONTRACTOR or on their behalf. This Agreement will be effective on , (which is the Effective Date of the Agreement).

OWNER: CONTRACTOR:
By: By:
[CORPORATE SEAL]

[CORPORATE SEAL]
Attest Attest
Address for giving notices:

Address for giving notices:

(If OWNER is a corporation, attach evidence of authority to
sign. If OWNER is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of OWNER-CONTRACTOR Agreement.)

License No. (Where applicable) Agent for service of process:
(If CONTRACTOR is a corporation or a partnership, attach
evidence of authority to sign.) Designated Representative: Designated Representative:
Name: Name:
Title: Title:
Address: Address:

Phone: Phone:
Facsimile: Facsimile:
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NOTICE OF AWARD

Dated . TO: ADDRESS: Project: Slope Repair & Grading, OmniSource SE, Kernersville, North Carolina You are notified that your Bid dated ______________, 2019 for the above Contract has been considered. You are the Apparent Successful Bidder and have been awarded a Contract for Bid Item Nos.________ through ________. The Contract Price is ($) ___________________________________________________________ dollars, and _______ cents.
Three copies of each of the Contract Documents accompany this Notice of Award.

You must comply with the following conditions:

1. Within 10 days of the date you receive this Notice of Award, deliver to the OWNER three fully
executed counterparts of the Contract Documents. Each of the Contract Documents must bear your
signature on the front page and where indicated on the documents.
2. Within 10 days of the date you receive this Notice of Award, deliver with the executed Contract
Documents the Contract security bonds as specified in the Instructions to Bidders (Article 20), and
General Conditions (paragraph 5.01) and Supplementary Conditions (paragraph SC-5.01).

Failure to comply with conditions (1) and (2) within the time specified will entitle OWNER to consider your Bid in default, to annul this Notice of Award and to declare your Bid security forfeited.
Within four days after you comply with conditions (1) and (2) above, OWNER will return to you one fully executed counterpart of the Contract Documents. OMNISOURCE SE (OWNER)

Executed by ENGINEER on _________ 2019.
JOYCE ENGINEERING, INC. (ENGINEER) By: _____________________________________ (AUTHORIZED SIGNATURE) Joyce Engineering, Inc.
______________________________
(Title)
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NOTICE TO PROCEED

Dated _____, 2019 TO:
(CONTRACTOR)
ADDRESS:

Contract: OmniSource SE Project: Slope Repair & Grading at OmniSource SE Kernersville, North Carolina. You are notified that the Contract Times under the above contract will commence to run on _____, 2019.
By that date, you are to start performing your obligations under the Contract Documents. In accordance
with Article 4.02.A of the Agreement, the date of Substantial Completion for the Final Closure is _____,
2018, and the date of readiness for final payment for the Final Closure is _____, 2019.
OMNISOURCE SE (OWNER) By: (AUTHORIZED SIGNATURE)

JOYCE ENGINEERING, INC.
(ENGINEER)

Copy to ENGINEER
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APPLICATION FOR PAYMENT NO. TO ___________________________________________________________________________________ (OWNER) Contract for _______________________________________________________________________________________ OWNER's Contract No. ________________________ENGINEER's Project No. ________________________________ For Work accomplished through the date of ______________________________________________________________ ITEM
CONTRACTOR’S Schedule of Values Work Completed
Unit Price Quantity Amount Quantity Amount
$ $ $
Total (Orig. Contract)
$ $
Accompanying Documentation: GROSS AMOUNT DUE ................................... $ LESS - % RETAINAGE ................................... $ AMOUNT DUE TO DATE .............................. $ LESS PREVIOUS PAYMENTS ....................... $ AMOUNT DUE THIS APPLICATION ............ $ CONTRACTOR'S Certification: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of
Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR
incurred in connection with Work covered by prior Applications for Payment numbered I through
____________________ inclusive; (2) title to all Work, materials and equipment incorporated in said Work or otherwise
listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens,
claims, security interest and encumbrances (except such as are covered by Bond acceptable to OWNER indemnifying
OWNER against any such lien, claim, security interest or encumbrance); and (3) all Work covered by this Application for
Payment is in accordance with the Contract Documents and not defective, as that term is defined in the Contract
Documents.
Dated ___________________________, 20 _______ ___________________________________________________ CONTRACTOR By _________________________________________________ (Authorized Signature) Payment of the above AMOUNT DUE THIS APPLICATION is recommended. Dated ___________________________, 20 _______ __________JOYCE ENGINEERING, Inc._________________ ENGINEER By _________________________________________________ (Authorized Signature) EJCDC No. 1910-8-E (1990 Edition)
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APPLICATION FOR PAYMENT INSTRUCTIONS A. GENERAL INFORMATION This standard form is intended as a guide only. Many projects require a much more extensive form with space for numerous items, descriptions of Change Orders, identification of variable quantity adjustments, summary of materials and equipment stored at the site and other information. It is expected that a separate form will be developed by Engineer or Contractor at the time Contractor's Schedule of Values is finalized. Note also that the format for retainage must be changed if the Agreement permits (or the Law provides), and Contractor elects, the deposit of securities in lieu of retainage. Refer to Article 14 of the General Conditions for provisions concerning payments to Contractor. B. COMPLETING THE FORM The Schedule of Values, submitted and approved as provided in paragraphs 2.6.3 and 2.9 of the General Conditions,
should be copied in the space indicated on the Application for Payment form. Note that the cost of materials' and
equipment is often fisted separately from the cost of their installation. All Change Orders affecting the Contract Price
should be identified and include such supplemental Schedules of Values as required for progress payments.

The form is suitable for use in the Final Application for Payment as well as for Progress Payments; however, the required
accompanying documentation is usually more extensive for final payment. All accompanying documentation should be
identified in the space provided on the form.

C. ENGINEER'S REVIEW

Engineer must review all Applications for Payment with care to avoid recommending any payments not yet earned by
Contractor. All accompanying documentation of legal nature, such as lien waivers, should be reviewed by Owner's attorney, and Engineer should so advise Owner.
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WORK CHANGE DIRECTIVE
No. __________________
DATE OF ISSUANCE _________________ EFFECTIVE DATE ___________________ OWNER CONTRACTOR Contract: Project: OWNER's Contract No. ___________________ ENGINEER's Project No. _________________ You are directed to proceed promptly with the following change(s): Description:

Purpose of Work Change Directive:

Attachments: (List documents supporting change)

If OWNER or CONTRACTOR believe that the above change has affected Contract Price any Claim for a
Change Order based thereon will involve one or more of the following methods as defined in the
Contract Documents.
Method of determining change in Contract Price:
 Unit Prices
 Lump Sum
 Cost of the Work______________________

Estimated increase (decrease) in Contract Price:
$_____________________________________.
If the change involves an increase, the estimated
amount is not to be exceeded without further
authorization.
Estimated increase (decrease) in Contract
Times:
Substantial Completion: ______ days;
Ready for final payment: ______ days.

____________________________________________________________________________________ RECOMMENDED: _______________________________________
ENGINEER By: ___________________________________
AUTHORIZED: _______________________________________
OWNER By: ___________________________________

EJCDC No. 1910-8-F (1996 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute.
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WORK CHANGE DIRECTIVE INSTRUCTIONS A. GENERAL INFORMATION This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed with
Work that may be included in a subsequent Change Order.

For supplemental instructions and minor changes not involving a change in the Contract Price or the
Contract Times a Field Order should be used.

B. COMPLETING THE WORK CHANGE DIRECTIVE FORM

Engineer initiates the form, including a description of the items involved and attachments.

Based on conversations between Engineer and Contractor, Engineer completes the following:

METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the estimated net effect on the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed Work is completed, another Work Change Directive must be issued to change the estimated price or Contractor may stop the changed Work when the estimated time is reached. If the Work Change Directive is not likely to change the Contract Price, the space for estimated increase (decrease) should be marked "Not Applicable". Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not have authority to authorize changes in Price or Times. Once authorized by Owner, a copy should be sent by Engineer to Contractor. Price and Times may only be changed by Change Order signed by Owner and Contractor with Engineer's recommendation. Paragraph 10.03.A.2 of the General Conditions requires that a Change Order be initiated and processed to
cover any undisputed sum or amount of time for Work actually performed pursuant to this Work Change
Directive.

Once the Work covered by this directive is completed or final cost and times are determined, Contractor
should submit documentation for inclusion in a Change Order.

THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT
PRICE OR CONTRACT TIMES. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED
PROMPTLY.

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CHANGE ORDER
No. ______________
DATE OF ISSUANCE ______________________ EFFECTIVE DATE______________________

OWNER CONTRACTOR
Contract:_________________________________________________________
Project: _________________________________________________________ OWNER's Contract No. ________________________ ENGINEER's Contract No. _______________________ ENGINEER

You are directed to make the following changes in the Contract Documents: Description: Reason for Change Order:
Attachments: (List documents supporting change)
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original Contract Price $__________________________
Original Contract Times: Substantial Completion: __________________________ Ready for final payment: __________________________ (days or dates)
Net Increase (Decrease) from previous Change Orders No. ___ to ___: $__________________________
Net change from previous Change Orders No. ___ to No. ___: Substantial Completion: __________________________ Ready for final payment: __________________________ (days)
Contract Price prior to this Change Order: $__________________________
Contract Times prior to this Change Order: Substantial Completion: __________________________ Ready for final payment: __________________________ (days or dates)
Net increase (decrease) of this Change Order: $__________________________
Net increase (decrease) this Change Order: Substantial Completion: __________________________ Ready for final payment: __________________________ (days)
Contract Price with all approved Change Orders: $__________________________
Contract Times with all approved Change Orders: Substantial Completion: __________________________ Ready for final payment: __________________________ (days or dates)

WAIVER AND RELEASE: Contractor accepts the terms and conditions of this change in the Agreement as full and final compensation for issues and
events described in this change order, including price and time. Contractor indemnifies and holds harmless the Owner and Engineer against any future
claim, request for additional compensation, time or profit from any source, including its corporate office, subcontractors, sub-subcontractors, suppliers and
material men relating to this change order RECOMMENDED: APPROVED: ACCEPTED: By: _ __________ By: _ __________ By: _ __________ ENGINEER (Authorized Signature) OWNER (Authorized Signature) CONTRACTOR(Authorized Signature) Date: __________ Date: _ __________ Date:
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CHANGE ORDER INSTRUCTIONS A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times. Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes. If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order should be used.

B. COMPLETING THE CHANGE ORDER FORM
Engineer normally initiates the form, including a description of the changes involved and attachments based upon
documents and proposals submitted by Contractor, or requests from Owner, or both.

Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for approval,
depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated
agreement for a previously performed change. After approval by one contracting party, all copies should be sent
to the other party for approval. Engineer should make distribution of executed copies after approval by both
parties.
If a change only applies to price or to times, cross out the part of the tabulation that does not apply.
EJCDC 1910-8-B (1996 Edition, as amended) (Waiver and Release added) Except for the addition, prepared by the Engineers Joint Contract Documents
Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute.
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CERTIFICATE OF SUBSTANTIAL COMPLETION
DATE OF ISSUANCE ____________________
OWNER
CONTRACTOR
Contract:
Project:

OWNER's Contract No. ___________________ ENGINEER's Project No. __________________________
This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following
specified parts thereof:

To_____________________________________________________________________________
OWNER
And To _________________________________________________________________________ CONTRACTOR

The Work to which this Certificate applies has been inspected by authorized representatives of OWNER,
CONTRACTOR and ENGINEER, and that Work is hereby declared to be substantially complete in accordance with
the Contract Documents on
______________________________
DATE OF SUBSTANTIAL COMPLETION
A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the
failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in
accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by
CONTRACTOR within _______ days of the above date of Substantial Completion.

EJCDC No. 1910-8-D (1996 Edition) Prepared by the Engineers' Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute.
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The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees shall be as follows: OWNER:

CONTRACTOR:

The following documents are attached to and made a part of this Certificate: [For items to be attached see definition of Substantial Completion as supplemented and other specifically noted conditions precedent to achieving Substantial Completion as required by Contract Documents.]
This certificate does not constitute an acceptance of Work not in accordance with the Contract
Documents nor is it a release of CONTRACTOR's obligation to complete the Work in accordance with
the Contract Documents.

Executed by ENGINEER on _______________________
Date ___________________________________________ ENGINEER
By: __________________________________________
(Authorized Signature) CONTRACTOR accepts this Certificate of Substantial Completion on ________________________ Date __________________________________________
CONTRACTOR By: __________________________________________ (Authorized Signature)
OWNER accepts this Certificate of Substantial Completion on _______________________
Date _______________________________________ OWNER
By: _______________________________________
(Authorized Signature)

This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the
Controlling Law.
STANDARD
GENERAL CONDITIONS
OF THE
CONSTRUCTION CONTRACT

Prepared by
ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE
and
Issued and Published Jointly By

PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE
a practice division of the
NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS ___________________ AMERICAN CONSULTING ENGINEERS COUNCIL
___________________ AMERICAN SOCIETY OF CIVIL ENGINEERS

This document has been approved and endorsed by The Associated General Contractors of America

Construction Specifications Institute

These General Conditions have been prepared for use with the Owner-Contractor Agreements (No. 1910-8-A-1 or 1910-8-
A-2) (1996 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other.
Comments concerning their usage are contained in the EJCDC User’s Guide (No. 1910-50). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (No. 1910-17) (1996 Edition).
EJCDC No. 1910-8 (1996 Edition)

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Copyright ©1996
National Society of Professional Engineers
1420 King Street, Alexandria, VA 22314 American Consulting Engineers Council
1015 15th Street N.W., Washington, DC 20005
American Society of Civil Engineers 345 East 47th Street, New York, NY 10017

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TABLE OF CONTENTS Page

ARTICLE 1 - DEFINITIONS AND TERMINOLOGY ................................................................................................................6
1.01 Defined Terms ...................................................................................................................................................6
1.02 Terminology .......................................................................................................................................................8
ARTICLE 2 - PRELIMINARY MATTERS ...................................................................................................................................9
2.01 Delivery of Bonds ..............................................................................................................................................9
2.02 Copies of Documents .........................................................................................................................................9
2.03 Commencement of Contract Times; Notice to Proceed ....................................................................................9
2.04 Starting the Work ...............................................................................................................................................9
2.05 Before Starting Construction ............................................................................................................................9
2.06 Preconstruction Conference ..............................................................................................................................10
2.07 Initial Acceptance of Schedules ........................................................................................................................10
ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ..........................................................................10
3.01 Intent ..................................................................................................................................................................10
3.02 Reference Standards ..........................................................................................................................................11
3.03 Reporting and Resolving Discrepancies ...........................................................................................................11
3.04 Amending and Supplementing Contract Documents ........................................................................................11
3.05 Reuse of Documents ..........................................................................................................................................11
ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE
POINTS .....................................................................................................................................................................12
4.01 Availability of Lands .........................................................................................................................................12
4.02 Subsurface and Physical Conditions ................................................................................................................12
4.03 Differing Subsurface or Physical Conditions ...................................................................................................12
4.04 Underground Facilities .....................................................................................................................................13
4.05 Reference Points ................................................................................................................................................14
4.06 Hazardous Environmental Condition at Site ....................................................................................................14
ARTICLE 5 - BONDS AND INSURANCE ...................................................................................................................................15
5.01 Performance, Payment, and Other Bonds ........................................................................................................15
5.02 Licensed Sureties and Insurers .........................................................................................................................16
5.03 Certificates of Insurance ...................................................................................................................................16
5.04 CONTRACTOR’s Liability Insurance ...............................................................................................................16
5.05 OWNER’s Liability Insurance ...........................................................................................................................17
5.06 Property Insurance ............................................................................................................................................17
5.07 Waiver of Rights ................................................................................................................................................18
5.08 Receipt and Application of Insurance Proceeds ...............................................................................................18
5.09 Acceptance of Bonds and Insurance; Option to Replace .................................................................................19
5.10 Partial Utilization, Acknowledgment of Property Insurer ...............................................................................19
ARTICLE 6 - CONTRACTOR’S RESPONSIBILITIES...............................................................................................................19
6.01 Supervision and Superintendence .....................................................................................................................19
6.02 Labor; Working Hours ......................................................................................................................................19
6.03 Services, Materials, and Equipment .................................................................................................................19
6.04 Progress Schedule .............................................................................................................................................20
6.05 Substitutes and “Or-Equals” ............................................................................................................................20
6.06 Concerning Subcontractors, Suppliers, and Others .........................................................................................21

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6.07 Patent Fees and Royalties .................................................................................................................................22
6.08 Permits ...............................................................................................................................................................22
6.09 Laws and Regulations .......................................................................................................................................22
6.10 Taxes ..................................................................................................................................................................23
6.11 Use of Site and Other Areas ..............................................................................................................................23
6.12 Record Documents ............................................................................................................................................23
6.13 Safety and Protection ........................................................................................................................................24
6.14 Safety Representative ........................................................................................................................................24
6.15 Hazard Communication Programs ...................................................................................................................24
6.16 Emergencies ......................................................................................................................................................24
6.17 Shop Drawings and Samples ............................................................................................................................24
6.18 Continuing the Work .........................................................................................................................................26
6.19 CONTRACTOR’s General Warranty and Guarantee ......................................................................................26
6.20 Indemnification ..................................................................................................................................................26
ARTICLE 7 - OTHER WORK .......................................................................................................................................................27
7.01 Related Work at Site ..........................................................................................................................................27
7.02 Coordination .....................................................................................................................................................27
ARTICLE 8 - OWNER’S RESPONSIBILITIES ...........................................................................................................................27
8.01 Communications to Contractor .........................................................................................................................27
8.02 Replacement of ENGINEER..............................................................................................................................27
8.03 Furnish Data .....................................................................................................................................................28
8.04 Pay Promptly When Due ...................................................................................................................................28
8.05 Lands and Easements; Reports and Tests .........................................................................................................28
8.06 Insurance ...........................................................................................................................................................28
8.07 Change Orders ..................................................................................................................................................28
8.08 Inspections, Tests, and Approvals .....................................................................................................................28
8.09 Limitations on OWNER’s Responsibilities .......................................................................................................28
8.10 Undisclosed Hazardous Environmental Condition ..........................................................................................28
8.11 Evidence of Financial Arrangements................................................................................................................28
ARTICLE 9 - ENGINEER’S STATUS DURING CONSTRUCTION .........................................................................................28
9.01 OWNER’S Representative .................................................................................................................................28
9.02 Visits to Site .......................................................................................................................................................28
9.03 Project Representative ......................................................................................................................................29
9.04 Clarifications and Interpretations .....................................................................................................................29
9.05 Authorized Variations in Work ..........................................................................................................................29
9.06 Rejecting Defective Work ..................................................................................................................................29
9.07 Shop Drawings, Change Orders and Payments ...............................................................................................29
9.08 Determinations for Unit Price Work .................................................................................................................29
9.09 Decisions on Requirements of Contract Documents and Acceptability of Work .............................................29
9.10 Limitations on ENGINEER’s Authority and Responsibilities ..........................................................................30
ARTICLE 10 - CHANGES IN THE WORK; CLAIMS ................................................................................................................30
10.01 Authorized Changes in the Work ....................................................................................................................30
10.02 Unauthorized Changes in the Work ................................................................................................................30
10.03 Execution of Change Orders ...........................................................................................................................30
10.04 Notification to Surety.......................................................................................................................................31
10.05 Claims and Disputes ........................................................................................................................................31

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ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK..........................................................32
11.01 Cost of the Work ..............................................................................................................................................32
11.02 Cash Allowances .............................................................................................................................................34
11.03 Unit Price Work ...............................................................................................................................................34
ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES ........................................................34
12.01 Change of Contract Price ...............................................................................................................................34
12.02 Change of Contract Times ..............................................................................................................................35
12.03 Delays Beyond CONTRACTOR’s Control .....................................................................................................35
12.04 Delays Within CONTRACTOR’s Control .......................................................................................................35
12.06 Delay Damages ...............................................................................................................................................35
ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK ................................................................................................................................................36
13.01 Notice of Defects..............................................................................................................................................36
13.02 Access to Work ................................................................................................................................................36
13.03 Tests and Inspections ......................................................................................................................................36
13.04 Uncovering Work ............................................................................................................................................36
13.05 OWNER May Stop the Work ...........................................................................................................................37
13.06 Correction or Removal of Defective Work ......................................................................................................37
13.07 Correction Period............................................................................................................................................37
13.08 Acceptance of Defective Work ........................................................................................................................37
13.09 OWNER May Correct Defective Work............................................................................................................38
ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION ..................................................................................38
14.01 Schedule of Values ..........................................................................................................................................38
14.02 Progress Payments ..........................................................................................................................................38
14.03 CONTRACTOR’s Warranty of Title ...............................................................................................................40
14.04 Substantial Completion ...................................................................................................................................40
14.05 Partial Utilization ............................................................................................................................................41
14.06 Final Inspection ...............................................................................................................................................41
14.07 Final Payment ................................................................................................................................................41
14.08 Final Completion Delayed ..............................................................................................................................42
14.09 Waiver of Claims .............................................................................................................................................42
ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION .............................................................................................42
15.01 OWNER May Suspend Work .........................................................................................................................42
15.02 OWNER May Terminate for Cause .................................................................................................................42
15.03 OWNER May Terminate For Convenience ....................................................................................................43
15.04 CONTRACTOR May Stop Work or Terminate ...............................................................................................43
ARTICLE 16 - DISPUTE RESOLUTION .....................................................................................................................................44
16.01 Methods and Procedures ................................................................................................................................44
ARTICLE 17 - MISCELLANEOUS ...............................................................................................................................................44
17.01 Giving Notice ...................................................................................................................................................44
17.02 Computation of Times .....................................................................................................................................44
17.03 Cumulative Remedies ......................................................................................................................................44
17.04 Survival of Obligations....................................................................................................................................44
17.05 Controlling Law ..............................................................................................................................................44

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GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS AND TERMINOLOGY _______________________________________________

1.01 Defined Terms A. Wherever used in the Contract Documents and
printed with initial or all capital letters, the terms listed
below will have the meanings indicated which are applicable to both the singular and plural thereof. 1. Addenda--Written or graphic instruments
issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the Contract Documents.
2. Agreement--The written instrument which is
evidence of the agreement between OWNER and CONTRACTOR covering the Work.
3. Application for Payment--The form
acceptable to ENGINEER which is to be used by CON-TRACTOR during the course of the Work in requesting progress or final payments and which is to be accompanied
by such supporting documentation as is required by the
Contract Documents. 4. Asbestos--Any material that contains more
than one percent asbestos and is friable or is releasing
asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration.
5. Bid--The offer or proposal of a bidder submit-ted on the prescribed form setting forth the prices for the Work to be performed.
6. Bidding Documents--The Bidding
Requirements and the proposed Contract Documents (in-cluding all Addenda issued prior to receipt of Bids).
7. Bidding Requirements--The Advertisement or
Invitation to Bid, Instructions to Bidders, Bid security form, if any, and the Bid form with any supplements.
8. Bonds--Performance and payment bonds and
other instruments of security. 9. Change Order--A document recommended by ENGINEER which is signed by CONTRACTOR and
OWNER and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the
Contract Times, issued on or after the Effective Date of the Agreement.
10. Claim--A demand or assertion by OWNER or CONTRACTOR seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a
third party is not a Claim.
11. Contract--The entire and integrated written agreement between the OWNER and CONTRACTOR
concerning the Work. The Contract supersedes prior
negotiations, representations, or agreements, whether written or oral.
12. Contract Documents--The Contract Docu-
ments establish the rights and obligations of the parties and include the Agreement, Addenda (which pertain to the Con-tract Documents), CONTRACTOR’s Bid (including docu-mentation accompanying the Bid and any post Bid
documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the
Drawings as the same are more specifically identified in the
Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders, and ENGINEER’s written interpretations and clarifications
issued on or after the Effective Date of the Agreement.
Approved Shop Drawings and the reports and drawings of subsurface and physical conditions are not Contract Documents. Only printed or hard copies of the items listed
in this paragraph are Contract Documents. Files in
electronic media format of text, data, graphics, and the like that may be furnished by OWNER to CONTRACTOR are not Contract Documents.

13. Contract Price--The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.03 in
the case of Unit Price Work). 14. Contract Times--The number of days or the dates stated in the Agreement to: (i) achieve Substantial
Completion; and (ii) complete the Work so that it is ready
for final payment as evidenced by ENGINEER’s written recommendation of final payment.
15. CONTRACTOR--The individual or entity with
whom OWNER has entered into the Agreement.

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16. Cost of the Work--See paragraph 11.01.A for definition.
17. Drawings--That part of the Contract
Documents prepared or approved by ENGINEER which graphically shows the scope, extent, and character of the Work to be performed by CONTRACTOR. Shop
Drawings and other CONTRACTOR submittals are not
Drawings as so defined. 18. Effective Date of the Agreement--The date
indicated in the Agreement on which it becomes effective,
but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver.
19. ENGINEER--The individual or entity named as such in the Agreement. 20. ENGINEER's Consultant--An individual or
entity having a contract with ENGINEER to furnish
services as ENGINEER’s independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions.

21. Field Order--A written order issued by ENGINEER which requires minor changes in the Work but which does not involve a change in the Contract Price or the
Contract Times.
22. General Requirements--Sections of Division 1 of the Specifications. The General Requirements pertain to all sections of the Specifications.
23. Hazardous Environmental Condition--The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such
quantities or circumstances that may present a substantial danger to persons or property exposed thereto in connection with the Work.
24. Hazardous Waste--The term Hazardous
Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time.

25. Laws and Regulations; Laws or Regulations--Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies,
agencies, authorities, and courts having jurisdiction.
26. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or personal property.

27. Milestone--A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work.
28. Notice of Award--The written notice by OWNER to the apparent successful bidder stating that upon timely compliance by the apparent successful bidder with
the conditions precedent listed therein, OWNER will sign
and deliver the Agreement. 29. Notice to Proceed--A written notice given by
OWNER to CONTRACTOR fixing the date on which the
Contract Times will commence to run and on which CONTRACTOR shall start to perform the Work under the Contract Documents.

30. OWNER--The individual, entity, public body, or authority with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be performed.
31. Partial Utilization--Use by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work.
32. PCBs--Polychlorinated biphenyls. 33. Petroleum--Petroleum, including crude oil or
any fraction thereof which is liquid at standard conditions of
temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil
mixed with other non-Hazardous Waste and crude oils.
34. Project--The total construction of which the Work to be performed under the Contract Documents may
be the whole, or a part as may be indicated elsewhere in the
Contract Documents. 35. Project Manual--The bound documentary information prepared for bidding and constructing the
Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents.
36. Radioactive Material--Source, special nucle-ar, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
37. Resident Project Representative--The autho-rized representative of ENGINEER who may be assigned to the Site or any part thereof.

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38. Samples--Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by
which such portion of the Work will be judged.
39. Shop Drawings--All drawings, diagrams, illustrations, schedules, and other data or information which
are specifically prepared or assembled by or for CON-
TRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work.
40. Site--Lands or areas indicated in the Contract
Documents as being furnished by OWNER upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by OWNER which are designated for the use of
CONTRACTOR. 41. Specifications--That part of the Contract Documents consisting of written technical descriptions of
materials, equipment, systems, standards, and workmanship
as applied to the Work and certain administrative details applicable thereto.
42. Subcontractor--An individual or entity having
a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the Site.

43. Substantial Completion--The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER, the Work (or a specified part thereof) is sufficiently complete, in
accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms “substantially complete” and “substantially completed” as applied to all or part of the
Work refer to Substantial Completion thereof. 44. Supplementary Conditions--That part of the Contract Documents which amends or supplements these
General Conditions.
45. Supplier--A manufacturer, fabricator, suppli-er, distributor, materialman, or vendor having a direct
contract with CONTRACTOR or with any Subcontractor to
furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor.
46. Underground Facilities--All underground
pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum
products, telephone or other communications, cable
television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 47. Unit Price Work--Work to be paid for on the
basis of unit prices. 48. Work--The entire completed construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes
and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating
all materials and equipment into such construction, all as
required by the Contract Documents. 49. Work Change Directive--A written statement
to CONTRACTOR issued on or after the Effective Date of
the Agreement and signed by OWNER and recommended by ENGINEER ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is
to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be
incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times.
50. Written Amendment--A written statement
modifying the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or
nontechnical rather than strictly construction-related aspects
of the Contract Documents. 1.02 Terminology

A. Intent of Certain Terms or Adjectives 1. Whenever in the Contract Documents the terms “as allowed,” “as approved,” or terms of like
effect or import are used, or the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or adjectives of like effect or import are used to describe an action or determination of ENGINEER as to the
Work, it is intended that such action or determination
will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and confor-
mance with the design concept of the completed Project
as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or
adjective shall not be effective to assign to ENGINEER

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any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of
paragraph 9.10 or any other provision of the Contract
Documents. B. Day

1. The word “day” shall constitute a calendar day of 24 hours measured from midnight to the next midnight.

C. Defective 1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test, or approval referred to in the Contract
Documents, or has been damaged prior to
ENGINEER’s recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial
Completion in accordance with paragraph 14.04 or
14.05). D. Furnish, Install, Perform, Provide

1. The word “furnish,” when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other
specified location) ready for use or installation and in usable or operable condition. 2. The word “install,” when used in connec-
tion with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use.

3. The words “perform” or “provide,” when used in connection with services, materials, or equipment, shall mean to furnish and install said
services, materials, or equipment complete and
ready for intended use. 4. When “furnish,” “install,” “perform,” or “pro-
vide” is not used in connection with services, materials,
or equipment in a context clearly requiring an obligation of CONTRACTOR, “provide” is implied. E. Unless stated otherwise in the Contract Docu-
ments, words or phrases which have a well-known technical
or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning.
ARTICLE 2 - PRELIMINARY MATTERS _______________________________________________

2.01 Delivery of Bonds A. When CONTRACTOR delivers the executed
Agreements to OWNER, CONTRACTOR shall also deliver
to OWNER such Bonds as CONTRACTOR may be required to furnish. 2.02 Copies of Documents
A. OWNER shall furnish to CONTRACTOR up to ten copies of the Contract Documents. Additional copies will be furnished upon request at the cost of reproduction.

2.03 Commencement of Contract Times; Notice to Proceed
A. The Contract Times will commence to run on the
thirtieth day after the Effective Date of the Agreement or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at
any time within 30 days after the Effective Date of the
Agreement. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the
Agreement, whichever date is earlier.
2.04 Starting the Work A. CONTRACTOR shall start to perform the Work
on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run.
2.05 Before Starting Construction
A. CONTRACTOR’s Review of Contract Documents: Before undertaking each part of the Work,
CONTRACTOR shall carefully study and compare the
Contract Documents and check and verify pertinent figures therein and all applicable field measurements. CONTRACTOR shall promptly report in writing to
ENGINEER any conflict, error, ambiguity, or discrepancy
which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER
or ENGINEER for failure to report any conflict, error,

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ambiguity, or discrepancy in the Contract Documents unless CONTRACTOR knew or reasonably should have known thereof.

B. Preliminary Schedules: Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall
submit to ENGINEER for its timely review:
1. a preliminary progress schedule indicat-ing the times (numbers of days or dates) for starting
and completing the various stages of the Work,
including any Milestones specified in the Contract Documents; 2. a preliminary schedule of Shop Drawing
and Sample submittals which will list each required submittal and the times for submitting, reviewing, and processing such submittal; and
3. a preliminary schedule of values for all of
the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts
in sufficient detail to serve as the basis for progress
payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of
Work.
C. Evidence of Insurance: Before any Work at the Site is started, CONTRACTOR and OWNER shall each deliver to the other, with copies to each additional insured
identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which CONTRACTOR and OWNER respectively are
required to purchase and maintain in accordance with Article 5. 2.06 Preconstruction Conference

A. Within 20 days after the Contract Times start to run, but before any Work at the Site is started, a conference attended by CONTRACTOR, ENGINEER, and others as
appropriate will be held to establish a working
understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2.05.B, procedures for handling Shop Drawings and other
submittals, processing Applications for Payment, and
maintaining required records.
2.07 Initial Acceptance of Schedules A. Unless otherwise provided in the Contract Docu-ments, at least ten days before submission of the first
Application for Payment a conference attended by CON-TRACTOR, ENGINEER, and others as appropriate will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with
paragraph 2.05.B. CONTRACTOR shall have an
additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until acceptable
schedules are submitted to ENGINEER.
1. The progress schedule will be acceptable to ENGINEER if it provides an orderly progression
of the Work to completion within any specified
Milestones and the Contract Times. Such accep-tance will not impose on ENGINEER responsibility for the progress schedule, for sequencing, schedul-
ing, or progress of the Work nor interfere with or
relieve CONTRACTOR from CONTRACTOR’s full responsibility therefor. 2. CONTRACTOR’s schedule of Shop
Drawing and Sample submittals will be acceptable to ENGINEER if it provides a workable arrangement for reviewing and processing the required submittals.

3. CONTRACTOR’s schedule of values will be acceptable to ENGINEER as to form and substance if it provides a reasonable allocation of the
Contract Price to component parts of the Work.
ARTICLE 3 - CONTRACT DOCUMENTS: INTENT,
AMENDING, REUSE _______________________________________________
3.01 Intent
A. The Contract Documents are complementary; what is called for by one is as binding as if called for by all.
B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents.
Any labor, documentation, services, materials, or equip-
ment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be
provided whether or not specifically called for at no
additional cost to OWNER.

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C. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in
Article 9.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and
Regulations 1. Reference to standards, specifications,
manuals, or codes of any technical society, organiza-
tion, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of
opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents.

2. No provision of any such standard, specification, manual or code, or any instruction of a Supplier shall be effective to change the duties or
responsibilities of OWNER, CONTRACTOR, or
ENGINEER, or any of their subcontractors, consul-tants, agents, or employees from those set forth in the Contract Documents, nor shall any such
provision or instruction be effective to assign to
OWNER, ENGINEER, or any of ENGINEER’s Consultants, agents, or employees any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake
responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies 1. If, during the performance of the Work,
CONTRACTOR discovers any conflict, error, ambi-
guity, or discrepancy within the Contract Documents or between the Contract Documents and any provi-sion of any Law or Regulation applicable to the
performance of the Work or of any standard,
specification, manual or code, or of any instruction of any Supplier, CONTRACTOR shall report it to ENGINEER in writing at once. CONTRACTOR
shall not proceed with the Work affected thereby
(except in an emergency as required by paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.04; provided,
however, that CONTRACTOR shall not be liable to
OWNER or ENGINEER for failure to report any such conflict, error, ambiguity, or discrepancy unless CONTRACTOR knew or reasonably should have known thereof.
B. Resolving Discrepancies 1. Except as may be otherwise specifically
stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract
Documents and:
a. the provisions of any standard, specification, manual, code, or instruction
(whether or not specifically incorporated by
reference in the Contract Documents); or b. the provisions of any Laws or Regulations applicable to the performance of the
Work (unless such an interpretation of the provi-sions of the Contract Documents would result in violation of such Law or Regulation).
3.04 Amending and Supplementing Contract
Documents A. The Contract Documents may be amended to
provide for additions, deletions, and revisions in the Work
or to modify the terms and conditions thereof in one or more of the following ways: (i) a Written Amendment; (ii) a Change Order; or (iii) a Work Change Directive.

B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following
ways: (i) a Field Order; (ii) ENGINEER’s approval of a
Shop Drawing or Sample; or (iii) ENGINEER’s written interpretation or clarification. 3.05 Reuse of Documents
A. CONTRACTOR and any Subcontractor or Supplier or other individual or entity performing or furnishing any of the Work under a direct or indirect
contract with OWNER: (i) shall not have or acquire any title
to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or
ENGINEER’s Consultant, including electronic media
editions; and (ii) shall not reuse any of such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without
written consent of OWNER and ENGINEER and specific

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written verification or adaption by ENGINEER. This prohibition will survive final payment, completion, and acceptance of the Work, or termination or completion of the
Contract. Nothing herein shall preclude CONTRACTOR
from retaining copies of the Contract Documents for record purposes.

ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS
_______________________________________________
4.01 Availability of Lands A. OWNER shall furnish the Site. OWNER shall
notify CONTRACTOR of any encumbrances or restrictions not of general application but specifically related to use of the Site with which CONTRACTOR must comply in performing the Work. OWNER will obtain in a timely
manner and pay for easements for permanent structures or permanent changes in existing facilities. If CON-TRACTOR and OWNER are unable to agree on entitle-ment to or on the amount or extent, if any, of any adjust-
ment in the Contract Price or Contract Times, or both, as a
result of any delay in OWNER’s furnishing the Site, CONTRACTOR may make a Claim therefor as provided in paragraph 10.05.

B. Upon reasonable written request, OWNER shall furnish CONTRACTOR with a current statement of record legal title and legal description of the lands upon which the
Work is to be performed and OWNER’s interest therein as
necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations.
C. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equip-ment.

4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary
Conditions identify:
1. those reports of explorations and tests of subsurface conditions at or contiguous to the Site
that ENGINEER has used in preparing the Contract
Documents; and 2. those drawings of physical conditions in
or relating to existing surface or subsurface struc-
tures at or contiguous to the Site (except
Underground Facilities) that ENGINEER has used in preparing the Contract Documents. B. Limited Reliance by CONTRACTOR on Technical
Data Authorized: CONTRACTOR may rely upon the general accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in
the Supplementary Conditions. Except for such reliance on such “technical data,” CONTRACTOR may not rely upon or make any Claim against OWNER, ENGINEER, or any of ENGINEER’s Consultants with respect to:

1. the completeness of such reports and drawings for CONTRACTOR’s purposes, including, but not limited to, any aspects of the means,
methods, techniques, sequences, and procedures of
construction to be employed by CONTRACTOR, and safety precautions and programs incident thereto; or

2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or
3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or infor-mation.

4.03 Differing Subsurface or Physical Conditions A. Notice: If CONTRACTOR believes that any
subsurface or physical condition at or contiguous to the Site
that is uncovered or revealed either: 1. is of such a nature as to establish that any
“technical data” on which CONTRACTOR is
entitled to rely as provided in paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change
in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the
Contract Documents;
then CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing the subsurface or
physical conditions or performing any Work in connection

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therewith (except in an emergency as required by paragraph 6.16.A), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb
such condition or perform any Work in connection
therewith (except as aforesaid) until receipt of written order to do so.
B. ENGINEER’s Review: After receipt of written
notice as required by paragraph 4.03.A, ENGINEER will promptly review the pertinent condition, determine the necessity of OWNER's obtaining additional exploration or
tests with respect thereto, and advise OWNER in writing
(with a copy to CONTRACTOR) of ENGINEER’s findings and conclusions. C. Possible Price and Times Adjustments
1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface
or physical condition causes an increase or decrease
in CONTRACTOR’s cost of, or time required for, performance of the Work; subject, however, to the following:

a. such condition must meet any one or more of the categories described in paragraph 4.03.A; and

b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of para-graphs 9.08 and 11.03.
2. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Contract Times if:
a. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect
of Contract Price and Contract Times by the
submission of a Bid or becoming bound under a negotiated contract; or
b. the existence of such condition could
reasonably have been discovered or revealed as a result of any examination, investigation, explo-ration, test, or study of the Site and contiguous
areas required by the Bidding Requirements or
Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or
c. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.03.A.
3. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be
made therefor as provided in paragraph 10.05.
However, OWNER, ENGINEER, and ENGINEER’s Consultants shall not be liable to CONTRACTOR for any claims, costs, losses, or
damages (including but not limited to all fees and
charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by
CONTRACTOR on or in connection with any other
project or anticipated project. 4.04 Underground Facilities
A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to OWNER
or ENGINEER by the owners of such Underground Facili-ties, including OWNER, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions:
1. OWNER and ENGINEER shall not be
responsible for the accuracy or completeness of any such information or data; and
2. the cost of all of the following will be
included in the Contract Price, and CONTRACTOR shall have full responsibility for:
a. reviewing and checking all such informa-
tion and data, b. locating all Underground Facilities shown or indicated in the Contract Documents,
c. coordination of the Work with the owners of such Underground Facilities, including OWNER, during construction, and

d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work.

B. Not Shown or Indicated 1. If an Underground Facility is uncovered
or revealed at or contiguous to the Site which was

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not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, CONTRACTOR shall, promptly after
becoming aware thereof and before further
disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph 6.16.A),
identify the owner of such Underground Facility and
give written notice to that owner and to OWNER and ENGINEER. ENGINEER will promptly review the Underground Facility and determine the extent,
if any, to which a change is required in the Contract
Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, CONTRACTOR shall be responsible for the safety
and protection of such Underground Facility. 2. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change
Directive or a Change Order will be issued to reflect
and document such consequences. An equitable adjustment shall be made in the Contract Price of Contract Times, or both, to the extent that they are
attributable to the existence or location of any
Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that
CONTRACTOR did not know of and could not
reasonably have been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in
Contract Price or Contract Times, OWNER or CONTRACTOR may make a Claim therefor as provided in paragraph 10.05.
4.05 Reference Points A. OWNER shall provide engineering surveys to establish reference points for construction which in
ENGINEER’s judgment are necessary to enable CON-
TRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and property
monuments, and shall make no changes or relocations
without the prior written approval of OWNER. CONTRACTOR shall report to ENGINEER whenever any reference point or property monument is lost or destroyed or
requires relocation because of necessary changes in grades
or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: Reference is made to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental
Condition identified at the Site, if any, that have been utilized by the ENGINEER in the preparation of the Contract Documents.
B. Limited Reliance by CONTRACTOR on Technical
Data Authorized: CONTRACTOR may rely upon the general accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not
Contract Documents. Such “technical data” is identified in
the Supplementary Conditions. Except for such reliance on such “technical data,” CONTRACTOR may not rely upon or make any Claim against OWNER, ENGINEER or any of
ENGINEER’s Consultants with respect to:
1. the completeness of such reports and drawings for CONTRACTOR’s purposes, including, but not limited to, any aspects of the means,
methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or

3. any CONTRACTOR interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions or
information.
C. CONTRACTOR shall not be responsible for any Hazardous Environmental Condition uncovered or revealed
at the Site which was not shown or indicated in Drawings or
Specifications or identified in the Contract Documents to be within the scope of the Work. CONTRACTOR shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by CON-
TRACTOR, Subcontractors, Suppliers, or anyone else for whom CONTRACTOR is responsible. D. If CONTRACTOR encounters a Hazardous
Environmental Condition or if CONTRACTOR or anyone
for whom CONTRACTOR is responsible creates a Hazardous Environmental Condition, CONTRACTOR shall immediately: (i) secure or otherwise isolate such
condition; (ii) stop all Work in connection with such
condition and in any area affected thereby (except in an emergency as required by paragraph 6.16); and (iii) notify OWNER and ENGINEER (and promptly thereafter confirm
such notice in writing). OWNER shall promptly consult

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with ENGINEER concerning the necessity for OWNER to retain a qualified expert to evaluate such condition or take corrective action, if any.

E. CONTRACTOR shall not be required to resume Work in connection with such condition or in any affected area until after OWNER has obtained any required permits
related thereto and delivered to CONTRACTOR written
notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which
such Work may be resumed safely. If OWNER and
CONTRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stop-page or such special conditions under which Work is agreed
to be resumed by CONTRACTOR, either party may make a Claim therefor as provided in paragraph 10.05. F. If after receipt of such written notice
CONTRACTOR does not agree to resume such Work
based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then OWNER may order the portion of the Work that is in the
area affected by such condition to be deleted from the
Work. If OWNER and CONTRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result
of deleting such portion of the Work, then either party may
make a Claim therefor as provided in paragraph 10.05. OWNER may have such deleted portion of the Work performed by OWNER’s own forces or others in accor-dance with Article 7.
G. To the fullest extent permitted by Laws and Regulations, OWNER shall indemnify and hold harmless CONTRACTOR, Subcontractors, ENGINEER,
ENGINEER’s Consultants and the officers, directors, partners, employees, agents, other consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys,
and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such
Hazardous Environmental Condition: (i) was not shown or
indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by CONTRACTOR or
by anyone for whom CONTRACTOR is responsible.
Nothing in this paragraph 4.06.E shall obligate OWNER to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negli-gence.

H. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER’s Consul-tants, and the officers, directors, partners, employees,
agents, other consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and
all court or arbitration or other dispute resolution costs)
arising out of or relating to a Hazardous Environmental Condition created by CONTRACTOR or by anyone for whom CONTRACTOR is responsible. Nothing in this
paragraph 4.06.F shall obligate CONTRACTOR to
indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negli-gence.

I. The provisions of paragraphs 4.02, 4.03, and 4.04 are not intended to apply to a Hazardous Environmental Condition uncovered or revealed at the Site.
ARTICLE 5 - BONDS AND INSURANCE _______________________________________________

5.01 Performance, Payment, and Other Bonds A. CONTRACTOR shall furnish performance and
payment Bonds, each in an amount at least equal to the
Contract Price as security for the faithful performance and payment of all CONTRACTOR’s obligations under the Contract Documents. These Bonds shall remain in effect at
least until one year after the date when final payment
becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRAC-TOR shall also furnish such other Bonds as are required by
the Contract Documents.
B. All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are
named in the current list of “Companies Holding Certifi-cates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management
Service, Surety Bond Branch, U.S. Department of the
Treasury. All Bonds signed by an agent must be accompanied by a certified copy of such agent’s authority to act.

C. If the surety on any Bond furnished by CON-TRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part
of the Project is located or it ceases to meet the
requirements of paragraph 5.01.B, CONTRACTOR shall

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within 20 days thereafter substitute another Bond and surety, both of which shall comply with the requirements of paragraphs 5.01.B and 5.02.

5.02 Licensed Sureties and Insurers A. All Bonds and insurance required by the Contract
Documents to be purchased and maintained by OWNER or
CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or
insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions.
5.03 Certificates of Insurance A. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supple-
mentary Conditions, certificates of insurance (and other
evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain. OWNER shall deliver to
CONTRACTOR, with copies to each additional insured
identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by CONTRACTOR or any other additional insured) which
OWNER is required to purchase and maintain.
5.04 CONTRACTOR’s Liability Insurance A. CONTRACTOR shall purchase and maintain such
liability and other insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR’s performance of the Work and
CONTRACTOR’s other obligations under the Contract Documents, whether it is to be performed by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to
perform any of the Work, or by anyone for whose acts any
of them may be liable: 1. claims under workers’ compensation,
disability benefits, and other similar employee
benefit acts; 2. claims for damages because of bodily
injury, occupational sickness or disease, or death of
CONTRACTOR’s employees; 3. claims for damages because of bodily injury, sickness or disease, or death of any person
other than CONTRACTOR’s employees;
4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: (i) by any person as a
result of an offense directly or indirectly related to the employment of such person by CONTRACTOR, or (ii) by any other person for any other reason;
5. claims for damages, other than to the
Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and

6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of
any motor vehicle.
B. The policies of insurance so required by this paragraph 5.04 to be purchased and maintained shall:
1. with respect to insurance required by paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include as additional insureds (subject to any customary exclusion in respect of professional
liability) OWNER, ENGINEER, ENGINEER's Consultants, and any other individuals or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and
include coverage for the respective officers,
directors, partners, employees, agents, and other consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded
to these additional insureds shall provide primary
coverage for all claims covered thereby; 2. include at least the specific coverages and
be written for not less than the limits of liability
provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater;
3. include completed operations insurance; 4. include contractual liability insurance covering CONTRACTOR’s indemnity obligations
under paragraphs 6.07, 6.11, and 6.20;
5. contain a provision or endorsement that the coverage afforded will not be canceled, materi-
ally changed or renewal refused until at least thirty
days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions
to whom a certificate of insurance has been issued

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(and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.03 will so provide);

6. remain in effect at least until final payment and at all times thereafter when CON-TRACTOR may be correcting, removing, or replac-
ing defective Work in accordance with paragraph
13.07; and 7. with respect to completed operations
insurance, and any insurance coverage written on a
claims-made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Conditions, to
whom a certificate of insurance has been issued, evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter).

5.05 OWNER’s Liability Insurance A. In addition to the insurance required to be provid-
ed by CONTRACTOR under paragraph 5.04, OWNER, at
OWNER’s option, may purchase and maintain at OWNER’s expense OWNER’s own liability insurance as will protect OWNER against claims which may arise from
operations under the Contract Documents.
5.06 Property Insurance A. Unless otherwise provided in the Supplementary
Conditions, OWNER shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary
Conditions or required by Laws and Regulations). This insurance shall: 1. include the interests of OWNER, CON-
TRACTOR, Subcontractors, ENGINEER,
ENGINEER’s Consultants, and any other individuals or entities identified in the Supplementary Conditions, and the officers,
directors, partners, employees, agents, and other
consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an additional insured;

2. be written on a Builder’s Risk “all-risk” or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false
work, and materials and equipment in transit, and
shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by
enforcement of Laws and Regulations, water dam-age, and such other perils or causes of loss as may be specifically required by the Supplementary Conditions;

3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and
architects);
4. cover materials and equipment stored at the Site or at another location that was agreed to in
writing by OWNER prior to being incorporated in
the Work, provided that such materials and equip-ment have been included in an Application for Payment recommended by ENGINEER;
5. allow for partial utilization of the Work by OWNER; 6. include testing and startup; and
7. be maintained in effect until final pay-ment is made unless otherwise agreed to in writing by OWNER, CONTRACTOR, and ENGINEER
with 30 days written notice to each other additional
insured to whom a certificate of insurance has been issued.
B. OWNER shall purchase and maintain such boiler
and machinery insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of
OWNER, CONTRACTOR, Subcontractors, ENGINEER,
ENGINEER’s Consultants, and any other individuals or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured.
C. All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with paragraph 5.06 will contain a
provision or endorsement that the coverage afforded will
not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to OWNER and CONTRACTOR and to each other additional
insured to whom a certificate of insurance has been issued
and will contain waiver provisions in accordance with paragraph 5.07.

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D. OWNER shall not be responsible for purchasing and maintaining any property insurance specified in this paragraph 5.06 to protect the interests of CONTRACTOR,
Subcontractors, or others in the Work to the extent of any
deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible amount will be borne by CONTRACTOR,
Subcontractors, or others suffering any such loss, and if any
of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser’s own expense.

E. If CONTRACTOR requests in writing that other special insurance be included in the property insurance policies provided under paragraph 5.06, OWNER shall, if possible, include such insurance, and the cost thereof will be
charged to CONTRACTOR by appropriate Change Order or Written Amendment. Prior to commencement of the Work at the Site, OWNER shall in writing advise CONTRACTOR whether or not such other insurance has
been procured by OWNER.
5.07 Waiver of Rights
A. OWNER and CONTRACTOR intend that all
policies purchased in accordance with paragraph 5.06 will protect OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER’s Consultants, and all other
individuals or entities identified in the Supplementary
Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) in such policies and will provide primary coverage
for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery
against any of the insureds or additional insureds thereunder. OWNER and CONTRACTOR waive all rights against each other and their respective officers, directors, partners, employees, agents, and other consultants and
subcontractors of each and any of them for all losses and
damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in
addition, waive all such rights against Subcontractors,
ENGINEER, ENGINEER’s Consultants, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds
(and the officers, directors, partners, employees, agents, and
other consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of
insurance held by OWNER as trustee or otherwise payable under any policy so issued. B. OWNER waives all rights against
CONTRACTOR, Subcontractors, ENGINEER, ENGINEER’s Consultants, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them for:

1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to OWNER’s
property or the Work caused by, arising out of, or
resulting from fire or other peril whether or not insured by OWNER; and
2. loss or damage to the completed Project
or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by OWNER
during partial utilization pursuant to paragraph 14.05, after Substantial Completion pursuant to paragraph 14.04, or after final payment pursuant to paragraph 14.07.
C. Any insurance policy maintained by OWNER covering any loss, damage or consequential loss referred to in paragraph 5.07.B shall contain provisions to the effect
that in the event of payment of any such loss, damage, or
consequential loss, the insurers will have no rights of recovery against CONTRACTOR, Subcontractors, ENGINEER, or ENGINEER’s Consultants and the officers,
directors, partners, employees, agents, and other consultants
and subcontractors of each and any of them. 5.08 Receipt and Application of Insurance Proceeds

A. Any insured loss under the policies of insurance required by paragraph 5.06 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds, as their interests may appear, subject to the requirements of
any applicable mortgage clause and of paragraph 5.08.B. OWNER shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other
special agreement is reached, the damaged Work shall be
repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment.

B. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the
occurrence of loss to OWNER’s exercise of this power. If

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such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such
agreement among the parties in interest is reached, OWNER
as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, OWNER as fiduciary shall give bond for the proper performance of
such duties.
5.09 Acceptance of Bonds and Insurance; Option to Replace

A. If either OWNER or CONTRACTOR has any objection to the coverage afforded by or other provisions of the Bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5
on the basis of non-conformance with the Contract Documents, the objecting party shall so notify the other party in writing within 10 days after receipt of the certificates (or other evidence requested) required by
paragraph 2.05.C. OWNER and CONTRACTOR shall
each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either party does not purchase or maintain all of
the Bonds and insurance required of such party by the Con-
tract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in
the required coverage. Without prejudice to any other right
or remedy, the other party may elect to obtain equivalent Bonds or insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the
Contract Price accordingly. 5.10 Partial Utilization, Acknowledgment of Property Insurer
A. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in paragraph 14.05,
no such use or occupancy shall commence before the
insurers providing the property insurance pursuant to paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated
thereby. The insurers providing the property insurance shall
consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy.

ARTICLE 6 - CONTRACTOR’S RESPONSIBILITIES _______________________________________________

6.01 Supervision and Superintendence
A. CONTRACTOR shall supervise, inspect, and direct the Work competently and efficiently, devoting such
attention thereto and applying such skills and expertise as
may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences,
and procedures of construction, but CONTRACTOR shall
not be responsible for the negligence of OWNER or ENGINEER in the design or specification of a specific means, method, technique, sequence, or procedure of
construction which is shown or indicated in and expressly
required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents.
B. At all times during the progress of the Work, CONTRACTOR shall assign a competent resident superin-tendent thereto who shall not be replaced without written notice to OWNER and ENGINEER except under
extraordinary circumstances. The superintendent will be
CONTRACTOR’s representative at the Site and shall have authority to act on behalf of CONTRACTOR. All communications given to or received from the superin-
tendent shall be binding on CONTRACTOR.
6.02 Labor; Working Hours
A. CONTRACTOR shall provide competent, suitably
qualified personnel to survey, lay out, and construct the Work as required by the Contract Documents. CON-TRACTOR shall at all times maintain good discipline and order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the
Contract Documents, all Work at the Site shall be performed during regular working hours, and CON-TRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday, or any legal
holiday without OWNER’s written consent (which will not
be unreasonably withheld) given after prior written notice to ENGINEER.

6.03 Services, Materials, and Equipment A. Unless otherwise specified in the General Re-
quirements, CONTRACTOR shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other

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facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the
Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees
specifically called for by the Specifications shall expressly
run to the benefit of OWNER. If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the source, kind,
and quality of materials and equipment. All materials and
equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Docu-
ments. 6.04 Progress Schedule
A. CONTRACTOR shall adhere to the progress
schedule established in accordance with paragraph 2.07 as it may be adjusted from time to time as provided below.
1. CONTRACTOR shall submit to ENGI-
NEER for acceptance (to the extent indicated in paragraph 2.07) proposed adjustments in the prog-ress schedule that will not result in changing the
Contract Times (or Milestones). Such adjustments
will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto.
2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with
the requirements of Article 12. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 12.
6.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents by using
the name of a proprietary item or the name of a particular
Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or
is followed by words reading that no like, equivalent, or
“or-equal” item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to ENGINEER for review under the circumstances described below.

1. “Or-Equal” Items: If in ENGINEER’s sole discretion an item of material or equipment pro-posed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change
in related Work will be required, it may be con-sidered by ENGINEER as an “or-equal” item, in which case review and approval of the proposed item may, in ENGINEER’s sole discretion, be
accomplished without compliance with some or all
of the requirements for approval of proposed substi-tute items. For the purposes of this paragraph 6.05.A.1, a proposed item of material or equipment
will be considered functionally equal to an item so
named if: a. in the exercise of reasonable judgment
ENGINEER determines that: (i) it is at least
equal in quality, durability, appearance, strength, and design characteristics; (ii) it will reliably perform at least equally well the function imposed by the design concept of the completed
Project as a functioning whole, and; b. CONTRACTOR certifies that: (i) there is no increase in cost to the OWNER; and (ii) it
will conform substantially, even with deviations, to the detailed requirements of the item named in the Contract Documents.
2. Substitute Items
a. If in ENGINEER’s sole discretion an item of material or equipment proposed by
CONTRACTOR does not qualify as an
“or-equal” item under paragraph 6.05.A.1, it will be considered a proposed substitute item.
b. CONTRACTOR shall submit sufficient
information as provided below to allow ENGI-NEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor.
Requests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CON-TRACTOR.

c. The procedure for review by ENGI-NEER will be as set forth in paragraph 6.05.A.2.d, as supplemented in the General
Requirements and as ENGINEER may decide is
appropriate under the circumstances. d. CONTRACTOR shall first make written
application to ENGINEER for review of a

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proposed substitute item of material or equipment that CONTRACTOR seeks to furnish or use. The application shall certify that the
proposed substitute item will perform adequately
the functions and achieve the results called for by the general design, be similar in substance to that specified, and be suited to the same use as
that specified. The application will state the
extent, if any, to which the use of the proposed substitute item will prejudice CONTRACTOR’s achievement of Substantial Completion on time,
whether or not use of the proposed substitute
item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the
proposed substitute item and whether or not incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty. All
variations of the proposed substitute item from
that specified will be identified in the applica-tion, and available engineering, sales, maintenance, repair, and replacement services
will be indicated. The application will also
contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of
redesign and claims of other contractors affected
by any resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute item. ENGINEER may require CONTRACTOR to furnish additional
data about the proposed substitute item. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or
procedure of construction is shown or indicated in and expressly required by the Contract Documents, CON-TRACTOR may furnish or utilize a substitute means, meth-od, technique, sequence, or procedure of construction
approved by ENGINEER. CONTRACTOR shall submit
sufficient information to allow ENGINEER, in ENGINEER’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for
by the Contract Documents. The procedure for review by
ENGINEER will be similar to that provided in subpara-graph 6.05A.2.
C. Engineer’s Evaluation: ENGINEER will be
allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.05.A and 6.05.B. ENGINEER will be the sole judge of accept-ability. No “or-equal” or substitute will be ordered,
installed or utilized until ENGINEER’s review is complete,
which will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an “or equal.” ENGINEER will advise CONTRACTOR in writing of any negative determination.
D. Special Guarantee: OWNER may require CON-TRACTOR to furnish at CONTRACTOR’s expense a special performance guarantee or other surety with respect
to any substitute.
E. ENGINEER’s Cost Reimbursement: ENGINEER will record time required by ENGINEER and
ENGINEER’s Consultants in evaluating substitute proposed
or submitted by CONTRACTOR pursuant to paragraphs 6.05.A.2 and 6.05.B and in making changes in the Contract Documents (or in the provisions of any other direct contract
with OWNER for work on the Project) occasioned thereby.
Whether or not ENGINEER approves a substitute item so proposed or submitted by CONTRACTOR, CON-TRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER’s Consultants for evaluating
each such proposed substitute. F. CONTRACTOR’s Expense: CONTRACTOR shall provide all data in support of any proposed substitute or
“or-equal” at CONTRACTOR’s expense. 6.06 Concerning Subcontractors, Suppliers, and Others
A. CONTRACTOR shall not employ any Subcon-
tractor, Supplier, or other individual or entity (including those acceptable to OWNER as indicated in paragraph 6.06.B), whether initially or as a replacement, against whom
OWNER may have reasonable objection. CONTRACTOR
shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom CONTRACTOR has reasonable
objection.
B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to OWNER in
advance for acceptance by OWNER by a specified date prior to the Effective Date of the Agreement, and if CONTRACTOR has submitted a list thereof in accordance with the Supplementary Conditions, OWNER’s acceptance
(either in writing or by failing to make written objection
thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity
so identified may be revoked on the basis of reasonable
objection after due investigation. CONTRACTOR shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and
the Contract Price will be adjusted by the difference in the

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cost occasioned by such replacement, and an appropriate Change Order will be issued or Written Amendment signed. No acceptance by OWNER of any such Subcontractor,
Supplier, or other individual or entity, whether initially or as
a replacement, shall constitute a waiver of any right of OWNER or ENGINEER to reject defective Work.
C. CONTRACTOR shall be fully responsible to
OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as
CONTRACTOR is responsible for CONTRACTOR’s own
acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between OWNER or ENGINEER and any such
Subcontractor, Supplier or other individual or entity, nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or
entity except as may otherwise be required by Laws and
Regulations. D. CONTRACTOR shall be solely responsible for
scheduling and coordinating the Work of Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR.

E. CONTRACTOR shall require all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to communicate with ENGI-NEER through CONTRACTOR.
F. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcon-
tractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for CONTRACTOR by a
Subcontractor or Supplier will be pursuant to an appropriate
agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the
Contract Documents for the benefit of OWNER and
ENGINEER. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on the property insurance provided in paragraph
5.06, the agreement between the CONTRACTOR and the
Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against OWNER, CONTRACTOR, ENGINEER, ENGINEER’s Consultants, and all other individuals or entities identified in
the Supplementary Conditions to be listed as insureds or
additional insureds (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the
perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, CONTRAC-
TOR will obtain the same.
6.07 Patent Fees and Royalties
A. CONTRACTOR shall pay all license fees and
royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which
is the subject of patent rights or copyrights held by others.
If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or
copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations,
CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER’s Consultants, and the officers, directors, partners, employees or agents, and other consultants of each and any of them from and against all
claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any
infringement of patent rights or copyrights incident to the
use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents.

6.08 Permits A. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all
construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the
prosecution of the Work which are applicable at the time of
opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and
OWNER shall pay all charges of such utility owners for
capital costs related thereto, such as plant investment fees. 6.09 Laws and Regulations

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A. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise
expressly required by applicable Laws and Regulations,
neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR’s compliance with any Laws or Regulations.

B. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs,
losses, and damages (including but not limited to all fees
and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work; however, it shall not be CONTRACTOR’s primary
responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR’s obligations under paragraph 3.03.

C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the
cost or time of performance of the Work may be the subject
of an adjustment in Contract Price or Contract Times. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any such
adjustment, a Claim may be made therefor as provided in
paragraph 10.05. 6.10 Taxes
A. CONTRACTOR shall pay all sales, consumer, use, and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable
during the performance of the Work. 6.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas
1. CONTRACTOR shall confine construction equipment, the storage of materials and
equipment, and the operations of workers to the Site
and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other
materials or equipment. CONTRACTOR shall
assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work.

2. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise
resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws
and Regulations, CONTRACTOR shall indemnify
and hold harmless OWNER, ENGINEER, ENGINEER’s Consultant, and the officers, directors, partners, employees, agents, and other
consultants of each and any of them from and
against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other
professionals and all court or arbitration or other
dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER, or any other party indemnified
hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. B. Removal of Debris During Performance of the
Work: During the progress of the Work CONTRACTOR shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris
shall conform to applicable Laws and Regulations.
C. Cleaning: Prior to Substantial Completion of the Work CONTRACTOR shall clean the Site and make it
ready for utilization by OWNER. At the completion of the
Work CONTRACTOR shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all
property not designated for alteration by the Contract
Documents. D. Loading Structures: CONTRACTOR shall not load nor permit any part of any structure to be loaded in any
manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it.
6.12 Record Documents
A. CONTRACTOR shall maintain in a safe place at the Site one record copy of all Drawings, Specifications,
Addenda, Written Amendments, Change Orders, Work
Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record
documents together with all approved Samples and a

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counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, these record documents, Samples, and Shop
Drawings will be delivered to ENGINEER for OWNER.
6.13 Safety and Protection

A. CONTRACTOR shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work.
CONTRACTOR shall take all necessary precautions for the
safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be
affected by the Work; 2. all the Work and materials and equip-ment to be incorporated therein, whether in storage
on or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pave-
ments, roadways, structures, utilities, and Under-
ground Facilities not designated for removal, reloca-tion, or replacement in the course of construction.
B. CONTRACTOR shall comply with all applicable
Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection.
CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation,
and replacement of their property. All damage, injury, or loss to any property referred to in paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by
any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the
fault of Drawings or Specifications or to the acts or
omissions of OWNER or ENGINEER or ENGINEER’s Consultant, or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not
attributable, directly or indirectly, in whole or in part, to the
fault or negligence of CONTRACTOR or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). CONTRACTOR’s duties and responsibilities for safety and
for protection of the Work shall continue until such time as
all the Work is completed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial
Completion). 6.14 Safety Representative
A. 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.
6.15 Hazard Communication Programs
A. CONTRACTOR shall be responsible for coordi-
nating 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.
6.16 Emergencies A. In emergencies affecting the safety or protection of
persons or the Work or property at the Site or adjacent thereto, CONTRACTOR is obligated to act to prevent threatened damage, injury, or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR
believes that any significant changes in the Work or
variations from the Contract Documents have been caused thereby or are required as a result thereof. If ENGINEER determines that a change in the Contract Documents is
required because of the action taken by CONTRACTOR in
response to such an emergency, a Work Change Directive or Change Order will be issued.
6.17 Shop Drawings and Samples
A. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample
submittals. All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities,
dimensions, specified performance and design criteria,
materials, and similar data to show ENGINEER the services, materials, and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review
the information for the limited purposes required by
paragraph 6.17.E. B. CONTRACTOR shall also submit Samples to
ENGINEER for review and approval in accordance with the

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acceptable schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers,
and the use for which intended and otherwise as ENGI-
NEER may require to enable ENGINEER to review the submittal for the limited purposes required by paragraph 6.17.E. The numbers of each Sample to be submitted will
be as specified in the Specifications.
C. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawings
and Sample submittals acceptable to ENGINEER as
required by paragraph 2.07, any related Work performed prior to ENGINEER’s review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR.
D. Submittal Procedures 1. Before submitting each Shop Drawing or
Sample, CONTRACTOR shall have determined and
verified: a. all field measurements, quantities, dimen-
sions, specified performance criteria, installation
requirements, materials, catalog numbers, and similar information with respect thereto;
b. all materials with respect to intended use,
fabrication, shipping, handling, storage, assem-bly, and installation pertaining to the perfor-mance of the Work;
c. all information relative to means, meth-ods, techniques, sequences, and procedures of construction and safety precautions and programs incident thereto; and
d. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples
and with the requirements of the Work and the
Contract Documents. 2. Each submittal shall bear a stamp or
specific written indication that CONTRACTOR has
satisfied CONTRACTOR’s obligations under the Contract Documents with respect to CONTRACTOR’s review and approval of that
submittal.
3. At the time of each submittal, CON-TRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Draw-
ing or Sample submitted may have from the require-
ments of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and
Sample submitted to ENGINEER for review and approval of each such variation. E. ENGINEER’s Review

1. ENGINEER will timely review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample
submittals acceptable to ENGINEER.
ENGINEER’s review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, con-
form to the information given in the Contract Docu-
ments and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents.
2. ENGINEER’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique,
sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a
separate item as such will not indicate approval of
the assembly in which the item functions. 3. ENGINEER’s review and approval of
Shop Drawings or Samples shall not relieve CON-
TRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called
ENGINEER’s attention to each such variation at the
time of each submittal as required by paragraph 6.17.D.3 and ENGINEER has given written approval of each such variation by specific written notation thereof incorporated in or accompanying
the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the require-ments of paragraph 6.17.D.1.

F. Resubmittal Procedures 1. CONTRACTOR shall make corrections
required by ENGINEER and shall return the
required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct
specific attention in writing to revisions other than

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the corrections called for by ENGINEER on previ-ous submittals.
6.18 Continuing the Work
A. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or
disagreements with OWNER. No Work shall be delayed or
postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.04 or as OWNER and CONTRACTOR may otherwise agree in
writing.
6.19 CONTRACTOR’s General Warranty and Guarantee
A. CONTRACTOR warrants and guarantees to OWNER, ENGINEER, and ENGINEER’s Consultants that all Work will be in accordance with the Contract Docu-ments and will not be defective. CONTRACTOR’s
warranty and guarantee hereunder excludes defects or
damage caused by: 1. abuse, modification, or improper main-
tenance or operation by persons other than CON-
TRACTOR, Subcontractors, Suppliers, or any other individual or entity for whom CONTRACTOR is responsible; or

2. normal wear and tear under normal usage. B. CONTRACTOR’s obligation to perform and
complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of
CONTRACTOR’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by ENGINEER;

2. recommendation by ENGINEER or pay-ment by OWNER of any progress or final payment;
3. the issuance of a certificate of Substantial
Completion by ENGINEER or any payment related thereto by OWNER;
4. use or occupancy of the Work or any part
thereof by OWNER; 5. any acceptance by OWNER or any failure to do so;

6. any review and approval of a Shop Draw-ing or Sample submittal or the issuance of a notice of acceptability by ENGINEER;
7. any inspection, test, or approval by others; or 8. any correction of defective Work by
OWNER.
6.20 Indemnification
A. To the fullest extent permitted by Laws and
Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER’s Consul-tants, and the officers, directors, partners, employees,
agents, and other consultants and subcontractors of each and
any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs)
arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage: 1. is attributable to bodily injury, sickness,
disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom; and
2. is caused in whole or in part by any negli-
gent act or omission of CONTRACTOR, any Sub-contractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to
perform any of the Work or anyone for whose acts
any of them may be liable, regardless of whether or not caused in part by any negligence or omission of an individual or entity indemnified hereunder or
whether liability is imposed upon such indemnified
party by Laws and Regulations regardless of the negligence of any such individual or entity. B. In any and all claims against OWNER or ENGI-
NEER or any of their respective consultants, agents, officers, directors, partners, or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any
Supplier, or any individual or entity directly or indirectly
employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.20.A shall not
be limited in any way by any limitation on the amount or
type of damages, compensation, or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier, or other individual or entity under workers’ compensation
acts, disability benefit acts, or other employee benefit acts.

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C. The indemnification obligations of CONTRAC-TOR under paragraph 6.20.A shall not extend to the
liability of ENGINEER and ENGINEER’s Consultants or
to the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them arising out of:

1. the preparation or approval of, or the failure to prepare or approve, maps, Drawings, opinions, reports, surveys, Change Orders, designs,
or Specifications; or
2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage.
ARTICLE 7 - OTHER WORK _______________________________________________
7.01 Related Work at Site A. OWNER may perform other work related to the
Project at the Site by OWNER’s employees, or let other
direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Con-tract Documents, then:

1. written notice thereof will be given to CONTRACTOR prior to starting any such other work; and

2. if OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a
result of such other work, a Claim may be made therefor as provided in paragraph 10.05. B. CONTRACTOR shall afford each other contractor
who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the other work with OWNER’s employees) proper and safe access to the Site and a reasonable opportunity for the introduction
and storage of materials and equipment and the execution of
such other work and shall properly coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fitting,
and patching of the Work that may be required to properly
connect or otherwise make its several parts come together and properly integrate with such other work. CON-TRACTOR shall not endanger any work of others by
cutting, excavating, or otherwise altering their work and will
only cut or alter their work with the written consent of
ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and
other contractors to the extent that there are comparable
provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors.
C. If the proper execution or results of any part of CONTRACTOR’s Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in
writing any delays, defects, or deficiencies in such other
work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR’s Work. CONTRACTOR’s failure to so report will constitute an
acceptance of such other work as fit and proper for
integration with CONTRACTOR’s Work except for latent defects and deficiencies in such other work.
7.02 Coordination
A. If OWNER intends to contract with others for the performance of other work on the Project at the Site, the
following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be
identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and

3. the extent of such authority and responsi-bilities will be provided.
B. Unless otherwise provided in the Supplementary
Conditions, OWNER shall have sole authority and respon-sibility for such coordination.

ARTICLE 8 - OWNER’S RESPONSIBILITIES _______________________________________________
8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, OWNER shall issue all communications to
CONTRACTOR through ENGINEER.
8.02 Replacement of ENGINEER
A. In case of termination of the employment of
ENGINEER, OWNER shall appoint an engineer to whom

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CONTRACTOR makes no reasonable objection, whose status under the Contract Documents shall be that of the former ENGINEER.

8.03 Furnish Data A. OWNER shall promptly furnish the data required
of OWNER under the Contract Documents.
8.04 Pay Promptly When Due
A. OWNER shall make payments to CONTRACTOR
promptly when they are due as provided in paragraphs 14.02.C and 14.07.C. 8.05 Lands and Easements; Reports and Tests
A. OWNER’s duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.01 and 4.05.
Paragraph 4.02 refers to OWNER’s identifying and making
available to CONTRACTOR copies of reports of explora-tions and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface or
subsurface structures at or contiguous to the Site that have
been utilized by ENGINEER in preparing the Contract Documents.
8.06 Insurance
A. OWNER’s responsibilities, if any, in respect to purchasing and maintaining liability and property insurance are set forth in Article 5.
8.07 Change Orders A. OWNER is obligated to execute Change Orders as
indicated in paragraph 10.03. 8.08 Inspections, Tests, and Approvals
A. OWNER’s responsibility in respect to certain
inspections, tests, and approvals is set forth in paragraph 13.03.B.
8.09 Limitations on OWNER’s Responsibilities
A. The OWNER shall not supervise, direct, or have control or authority over, nor be responsible for,
CONTRACTOR’s means, methods, techniques, sequences,
or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CON-TRACTOR to comply with Laws and Regulations applica-ble to the performance of the Work. OWNER will not be
responsible for CONTRACTOR’s failure to perform the Work in accordance with the Contract Documents. 8.10 Undisclosed Hazardous Environmental
Condition A. OWNER’s responsibility in respect to an undis-closed Hazardous Environmental Condition is set forth in
paragraph 4.06.
8.11 Evidence of Financial Arrangements
A. If and to the extent OWNER has agreed to furnish
CONTRACTOR reasonable evidence that financial arrangements have been made to satisfy OWNER’s obligations under the Contract Documents, OWNER’s
responsibility in respect thereof will be as set forth in the
Supplementary Conditions. ARTICLE 9 - ENGINEER’S STATUS DURING
CONSTRUCTION _______________________________________________
9.01 OWNER’S Representative
A. ENGINEER will be OWNER’s representative during the construction period. The duties and responsi-
bilities and the limitations of authority of ENGINEER as
OWNER’s representative during construction are set forth in the Contract Documents and will not be changed without written consent of OWNER and ENGINEER.

9.02 Visits to Site A. ENGINEER will make visits to the Site at inter-
vals appropriate to the various stages of construction as
ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of CONTRACTOR’s executed Work. Based on information
obtained during such visits and observations, ENGINEER, for the benefit of OWNER, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make
exhaustive or continuous inspections on the Site to check
the quality or quantity of the Work. ENGINEER’s efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform
generally to the Contract Documents. On the basis of such
visits and observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective Work.

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B. ENGINEER’s visits and observations are subject to all the limitations on ENGINEER’s authority and responsibility set forth in paragraph 9.10, and particularly,
but without limitation, during or as a result of ENGINEER's
visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control, or have authority over or be responsible for CONTRACTOR’s
means, methods, techniques, sequences, or procedures of
construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the
performance of the Work.
9.03 Project Representative A. If OWNER and ENGINEER agree, ENGINEER
will furnish a Resident Project Representative to assist ENGINEER in providing more extensive observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and
assistants will be as provided in paragraph 9.10 and in the
Supplementary Conditions. If OWNER designates another representative or agent to represent OWNER at the Site who is not ENGINEER’s Consultant, agent or employee,
the responsibilities and authority and limitations thereon of
such other individual or entity will be as provided in the Supplementary Conditions.
9.04 Clarifications and Interpretations
A. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the require-ments of the Contract Documents as ENGINEER may
determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Docu-ments. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If OWNER
and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a written clarification or interpre-
tation, a Claim may be made therefor as provided in
paragraph 10.05. 9.05 Authorized Variations in Work

A. ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or
the Contract Times and are compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR, who shall perform
the Work involved promptly. If OWNER and CONTRAC-
TOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of a Field Order, a Claim may be made therefor as provided in paragraph
10.05. 9.06 Rejecting Defective Work
A. ENGINEER will have authority to disapprove or
reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that
will prejudice the integrity of the design concept of the
completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work
as provided in paragraph 13.04, whether or not the Work is
fabricated, installed, or completed. 9.07 Shop Drawings, Change Orders and Payments
A. In connection with ENGINEER’s authority as to Shop Drawings and Samples, see paragraph 6.17. B. In connection with ENGINEER’s authority as to
Change Orders, see Articles 10, 11, and 12. C. In connection with ENGINEER’s authority as to Applications for Payment, see Article 14.

9.08 Determinations for Unit Price Work A. ENGINEER will determine the actual quantities
and classifications of Unit Price Work performed by
CONTRACTOR. ENGINEER will review with CON-TRACTOR the ENGINEER’s preliminary determinations on such matters before rendering a written decision thereon
(by recommendation of an Application for Payment or
otherwise). ENGINEER’s written decision thereon will be final and binding (except as modified by ENGINEER to reflect changed factual conditions or more accurate data) upon OWNER and CONTRACTOR, subject to the
provisions of paragraph 10.05. 9.09 Decisions on Requirements of Contract Documents and Acceptability of Work

A. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and
other matters relating to the acceptability of the Work, the
quantities and classifications of Unit Price Work, the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, and
Claims seeking changes in the Contract Price or Contract

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Times will be referred initially to ENGINEER in writing, in accordance with the provisions of paragraph 10.05, with a request for a formal decision.

B. When functioning as interpreter and judge under this paragraph 9.09, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in
connection with any interpretation or decision rendered in
good faith in such capacity. The rendering of a decision by ENGINEER pursuant to this paragraph 9.09 with respect to any such Claim, dispute, or other matter (except any which
have been waived by the making or acceptance of final
payment as provided in paragraph 14.07) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in
respect of any such Claim, dispute, or other matter. 9.10 Limitations on ENGINEER’s Authority and Responsibilities

A. Neither ENGINEER’s authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER
in good faith either to exercise or not exercise such
authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by ENGINEER shall create, impose, or give rise to any duty in
contract, tort, or otherwise owed by ENGINEER to
CONTRACTOR, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them.
B. ENGINEER will not supervise, direct, control, or have authority over or be responsible for CONTRACTOR’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs
incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the perfor-mance of the Work. ENGINEER will not be responsible for CONTRACTOR’s failure to perform the Work in accor-
dance with the Contract Documents.
C. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any
Supplier, or of any other individual or entity performing any
of the Work. D. ENGINEER’s review of the final Application for
Payment and accompanying documentation and all mainte-
nance and operating instructions, schedules, guarantees, Bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by paragraph 14.07.A will only be to determine generally that their
content complies with the requirements of, and in the case
of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents.
E. The limitations upon authority and responsibility set forth in this paragraph 9.10 shall also apply to ENGINEER’s Consultants, Resident Project Repre-sentative, and assistants.

ARTICLE 10 - CHANGES IN THE WORK; CLAIMS _______________________________________________

10.01 Authorized Changes in the Work A. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time
to time, order additions, deletions, or revisions in the Work by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work
involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided).
B. If OWNER and CONTRACTOR are unable to
agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change
Directive, a Claim may be made therefor as provided in
paragraph 10.05. 10.02 Unauthorized Changes in the Work

A. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended,
modified, or supplemented as provided in paragraph 3.04, except in the case of an emergency as provided in paragraph 6.16 or in the case of uncovering Work as provided in paragraph 13.04.B.

10.03 Execution of Change Orders A. OWNER and CONTRACTOR shall execute
appropriate Change Orders recommended by ENGINEER
(or Written Amendments) covering: 1. changes in the Work which are: (i)
ordered by OWNER pursuant to paragraph 10.01.A,
(ii) required because of acceptance of defective Work under paragraph 13.08.A or OWNER’s correction of defective Work under paragraph 13.09,
or (iii) agreed to by the parties;

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2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work
actually performed in accordance with a Work
Change Directive; and 3. changes in the Contract Price or Contract
Times which embody the substance of any written
decision rendered by ENGINEER pursuant to para-graph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from
any such decision in accordance with the provisions
of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph
6.18.A. 10.04 Notification to Surety
A. If notice of any change affecting the general scope
of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be
given to a surety, the giving of any such notice will be
CONTRACTOR’s responsibility. The amount of each applicable Bond will be adjusted to reflect the effect of any such change.

10.05 Claims and Disputes A. Notice: Written notice stating the general nature
of each Claim, dispute, or other matter shall be delivered by
the claimant to ENGINEER and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. Notice of the amount or extent of the Claim, dispute, or other matter with
supporting data shall be delivered to the ENGINEER and the other party to the Contract within 60 days after the start of such event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in
support of such Claim, dispute, or other matter). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of paragraph 12.01.B. A Claim for an adjustment in Contract Time shall be prepared
in accordance with the provisions of paragraph 12.02.B.
Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a
result of said event. The opposing party shall submit any
response to ENGINEER and the claimant within 30 days after receipt of the claimant’s last submittal (unless ENGINEER allows additional time).

B. ENGINEER’s Decision: ENGINEER will render a formal decision in writing within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any. ENGINEER’s written decision on
such Claim, dispute, or other matter will be final and binding upon OWNER and CONTRACTOR unless: 1. an appeal from ENGINEER’s decision is
taken within the time limits and in accordance with
the dispute resolution procedures set forth in Article 16; or
2. if no such dispute resolution procedures
have been set forth in Article 16, a written notice of intention to appeal from ENGINEER’s written decision is delivered by OWNER or CONTRAC-
TOR to the other and to ENGINEER within 30 days
after the date of such decision, and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction within 60 days after the date of such decision or within 60 days after
Substantial Completion, whichever is later (unless otherwise agreed in writing by OWNER and CONTRACTOR), to exercise such rights or remedies as the appealing party may have with
respect to such Claim, dispute, or other matter in accordance with applicable Laws and Regulations. C. If ENGINEER does not render a formal decision
in writing within the time stated in paragraph 10.05.B, a

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decision denying the Claim in its entirety shall be deemed to have been issued 31 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if
any.
D. No Claim for an adjustment in Contract Price or Contract Times (or Milestones) will be valid if not
submitted in accordance with this paragraph 10.05.
ARTICLE 11 - COST OF THE WORK; CASH
ALLOWANCES; UNIT PRICE WORK
_______________________________________________ 11.01 Cost of the Work
A. Costs Included: The term Cost of the Work means the sum of all costs necessarily incurred and paid by CON-TRACTOR in the proper performance of the Work. When the value of any Work covered by a Change Order or when
a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to CONTRACTOR will be only those additional or incremental costs required because of the change in the
Work or because of the event giving rise to the Claim.
Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include
only the following items, and shall not include any of the
costs itemized in paragraph 11.01.B. 1. Payroll costs for employees in the direct
employ of CONTRACTOR in the performance of
the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen, and other personnel
employed full time at the Site. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited
to, salaries and wages plus the cost of fringe
benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers’ compensation, health and retirement
benefits, bonuses, sick leave, vacation and holiday
pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the
above to the extent authorized by OWNER.
2. Cost of all materials and equipment fur-nished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers’
field services required in connection therewith. All
cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in
which case the cash discounts shall accrue to
OWNER. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they
may be obtained. 3. Payments made by CONTRACTOR to Subcontractors for Work performed by
Subcontractors. If required by OWNER, CON-
TRACTOR shall obtain competitive bids from subcontractors acceptable to OWNER and CON-TRACTOR and shall deliver such bids to OWNER,
who will then determine, with the advice of ENGI-
NEER, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the
Subcontractor’s Cost of the Work and fee shall be
determined in the same manner as CONTRACTOR’s Cost of the Work and fee as provided in this paragraph 11.01.
4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the
Work. 5. Supplemental costs including the following:

a. The proportion of necessary transportation, travel, and subsistence expenses of CONTRACTOR’s employees incurred in discharge
of duties connected with the Work.
b. Cost, including transportation and main-tenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facili-
ties at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of
CONTRACTOR. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from CONTRACTOR or others in accordance with
rental agreements approved by OWNER with the advice of ENGINEER, and the costs of transportation, loading, unloading, assembly,
dismantling, and removal thereof. All such costs

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shall be in accordance with the terms of said rental agreements. The rental of any such equipment, ma-chinery, or parts shall cease when the use thereof is
no longer necessary for the Work.
d. Sales, consumer, use, and other similar taxes related to the Work, and for which CON-
TRACTOR is liable, imposed by Laws and Regu-
lations. e . Deposits lost for causes other than negli-
gence of CONTRACTOR, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses.
f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by
CONTRACTOR in connection with the perfor-
mance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with paragraph 5.06.D),
provided such losses and damages have resulted
from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for
whose acts any of them may be liable. Such losses
shall include settlements made with the written consent and approval of OWNER. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining
CONTRACTOR’s fee. g. The cost of utilities, fuel, and sanitary facilities at the Site.
h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expressage, and similar petty cash items in
connection with the Work.
i. When the Cost of the Work is used to determine the value of a Change Order or of a
Claim, the cost of premiums for additional Bonds
and insurance required because of the changes in the Work or caused by the event giving rise to the Claim.

j. When all the Work is performed on the basis of cost-plus, the costs of premiums for all Bonds and insurance CONTRACTOR is required by the Contract Documents to purchase and maintain.

B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of
CONTRACTOR’s officers, executives, principals (of partnerships and sole proprietorships), general managers, engineers, architects, estimators, attor-neys, auditors, accountants, purchasing and con-
tracting agents, expediters, timekeepers, clerks, and
other personnel employed by CONTRACTOR, whether at the Site or in CONTRACTOR’s principal or branch office for general administration of the
Work and not specifically included in the agreed
upon schedule of job classifications referred to in paragraph 11.01.A.1 or specifically covered by paragraph 11.01.A.4, all of which are to be
considered administrative costs covered by the
CONTRACTOR’s fee. 2. Expenses of CONTRACTOR’s principal and branch offices other than CONTRACTOR’s
office at the Site. 3. Any part of CONTRACTOR’s capital expenses, including interest on CONTRACTOR’s
capital employed for the Work and charges against CONTRACTOR for delinquent payments. 4. Costs due to the negligence of CON-
TRACTOR, any Subcontractor, or anyone directly
or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal
of materials or equipment wrongly supplied, and
making good any damage to property. 5. Other overhead or general expense costs
of any kind and the costs of any item not specifically
and expressly included in paragraphs 11.01.A and 11.01.B. C. CONTRACTOR’s Fee: When all the Work is
performed on the basis of cost-plus, CONTRACTOR’s fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined
on the basis of Cost of the Work, CONTRACTOR’s fee
shall be determined as set forth in paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work
for any purpose is to be determined pursuant to paragraphs
11.01.A and 11.01.B, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form

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acceptable to ENGINEER an itemized cost breakdown together with supporting data.
11.02 Cash Allowances
A. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the
Contract Documents and shall cause the Work so covered to
be performed for such sums as may be acceptable to OWNER and ENGINEER. CONTRACTOR agrees that:
1. the allowances include the cost to CON-
TRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and
2. CONTRACTOR’s costs for unloading and handling on the Site, labor, installation costs, overhead, profit, and other expenses contemplated
for the allowances have been included in the
Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid.

B. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of
Work covered by allowances, and the Contract Price shall
be correspondingly adjusted. 11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each
separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agree-ment. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of
comparison of Bids and determining an initial Contract
Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER subject to
the provisions of paragraph 9.08.
B. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to
cover CONTRACTOR’s overhead and profit for each
separately identified item. C. OWNER or CONTRACTOR may make a Claim for an adjustment in the Contract Price in accordance with
paragraph 10.05 if:
1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs mate-rially and significantly from the estimated quantity
of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect any other item of Work; and

3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred addi-
tional expense or OWNER believes that OWNER is
entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease.

ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES _______________________________________________ 12.01 Change of Contract Price
A. The Contract Price may only be changed by a
Change Order or by a Written Amendment. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to
the ENGINEER and the other party to the Contract in
accordance with the provisions of paragraph 10.05. B. The value of any Work covered by a Change
Order or of any Claim for an adjustment in the Contract
Price will be determined as follows: 1. where the Work involved is covered by
unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the provisions of para-graph 11.03 ); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily
in accordance with paragraph 12.01.C.2); or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum is not reached under
paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in paragraph 11.01) plus a CONTRACTOR’s fee for overhead and profit
(determined as provided in paragraph 12.01.C).

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C. CONTRACTOR’s Fee: The CONTRACTOR’s fee for overhead and profit shall be determined as follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the
various portions of the Cost of the Work:
a. for costs incurred under paragraphs 11.01.A.1 and 11.01.A.2, the CONTRACTOR’s
fee shall be 15 percent;
b. for costs incurred under paragraph 11.01.A.3, the CONTRACTOR’s fee shall be five percent;
c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of
paragraph 12.01.C.2.a is that the Subcontractor
who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under paragraphs
11.01.A.1 and 11.01.A.2 and that any higher tier
Subcontractor and CONTRACTOR will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor;

d. no fee shall be payable on the basis of costs itemized under paragraphs 11.01.A.4, 11.01.A.5, and 11.01.B;
e. the amount of credit to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in CONTRACTOR’s fee by an amount equal to five percent of such net decrease; and
f. when both additions and credits are in-
volved in any one change, the adjustment in CONTRACTOR’s fee shall be computed on the basis of the net change in accordance with para-
graphs 12.01.C.2.a through 12.01.C.2.e, inclu-
sive. 12.02 Change of Contract Times

A. The Contract Times (or Milestones) may only be changed by a Change Order or by a Written Amendment. Any Claim for an adjustment in the Contract Times (or Milestones) shall be based on written notice submitted by
the party making the claim to the ENGINEER and the other
party to the Contract in accordance with the provisions of paragraph 10.05. B. Any adjustment of the Contract Times (or
Milestones) covered by a Change Order or of any Claim for an adjustment in the Contract Times (or Milestones) will be determined in accordance with the provisions of this Article 12.

12.03 Delays Beyond CONTRACTOR’s Control A. Where CONTRACTOR is prevented from
completing any part of the Work within the Contract Times
(or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to the time lost due to such
delay if a Claim is made therefor as provided in paragraph
12.02.A. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by
Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. 12.04 Delays Within CONTRACTOR’s Control
A. The Contract Times (or Milestones) will not be extended due to delays within the control of CONTRACTOR. Delays attributable to and within the
control of a Subcontractor or Supplier shall be deemed to be
delays within the control of CONTRACTOR. 12.05 Delays Beyond OWNER’s and CONTRACTOR’s
Control
A. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times
(or Milestones) due to delay beyond the control of both
OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be CONTRACTOR’s sole and exclusive remedy for such delay.
12.06 Delay Damages A. In no event shall OWNER or ENGINEER be
liable to CONTRACTOR, any Subcontractor, any Supplier,
or any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from:

1. delays caused by or within the control of CONTRACTOR; or

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2. delays beyond the control of both OWNER and CONTRACTOR including but not limited to fires, floods, epidemics, abnormal weather
conditions, acts of God, or acts or neglect by utility
owners or other contractors performing other work as contemplated by Article 7.
B. Nothing in this paragraph 12.06 bars a change in
Contract Price pursuant to this Article 12 to compensate CONTRACTOR due to delay, interference, or disruption directly attributable to actions or inactions of OWNER or
anyone for whom OWNER is responsible.
ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK _______________________________________________ 13.01 Notice of Defects
A. Prompt notice of all defective Work of which OWNER or ENGINEER has actual knowledge will be given to CONTRACTOR. All defective Work may be
rejected, corrected, or accepted as provided in this
Article 13.

13.02 Access to Work A. OWNER, ENGINEER, ENGINEER’s Con-
sultants, other representatives and personnel of OWNER,
independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspecting, and testing. CONTRACTOR shall provide
them proper and safe conditions for such access and advise them of CONTRACTOR’s Site safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections A. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and
testing personnel to facilitate required inspections or tests. B. OWNER shall employ and pay for the services of
an independent testing laboratory to perform all inspections,
tests, or approvals required by the Contract Documents except:
1. for inspections, tests, or approvals
covered by paragraphs 13.03.C and 13.03.D below;
2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph
13.04.B shall be paid as provided in said paragraph
13.04.B; and 3. as otherwise specifically provided in the Contract Documents.
C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other
representative of such public body, CONTRACTOR shall
assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates
of inspection or approval.
D. CONTRACTOR shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, or approvals required for
OWNER’s and ENGINEER’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR’s purchase thereof for
incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to OWNER and ENGINEER.
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by CONTRAC-TOR without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation.

F. Uncovering Work as provided in paragraph 13.03.E shall be at CONTRACTOR’s expense unless CON-TRACTOR has given ENGINEER timely notice of
CONTRACTOR’s intention to cover the same and ENGI-
NEER has not acted with reasonable promptness in response to such notice.
13.04 Uncovering Work
A. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGI-NEER, be uncovered for ENGINEER’s observation and
replaced at CONTRACTOR’s expense. B. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspect-
ed or tested by others, CONTRACTOR, at ENGINEER’s
request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as ENGINEER may require, that portion of the Work in question, furnishing all
necessary labor, material, and equipment. If it is found that

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such Work is defective, CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or arbitration
or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction
(including but not limited to all costs of repair or
replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof,
OWNER may make a Claim therefor as provided in
paragraph 10.05. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such
uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a Claim therefor as provided in paragraph 10.05.

13.05 OWNER May Stop the Work A. If the Work is defective, or CONTRACTOR fails
to supply sufficient skilled workers or suitable materials or
equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop
the Work, or any portion thereof, until the cause for such
order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR, any Subcontractor, any Supplier, any
other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work
A. CONTRACTOR shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by ENGINEER, remove it from the
Project and replace it with Work that is not defective.
CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and
all court or arbitration or other dispute resolution costs)
arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others).

13.07 Correction Period A. If within one year after the date of Substantial Completion or such longer period of time as may be
prescribed by Laws or Regulations or by the terms of any
applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available
for CONTRACTOR’s use by OWNER or permitted by Laws and Regulations as contemplated in paragraph 6.11.A is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER’s
written instructions: (i) repair such defective land or areas,
or (ii) correct such defective Work or, if the defective Work has been rejected by OWNER, remove it from the Project and replace it with Work that is not defective, and (iii)
satisfactorily correct or repair or remove and replace any
damage to other Work, to the work of others or other land or areas resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in
an emergency where delay would cause serious risk of loss
or damage, OWNER may have the defective Work corrected or repaired or may have the rejected Work re-moved and replaced, and all Claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all
costs of repair or replacement of work of others) will be paid by CONTRACTOR. B. In special circumstances where a particular item of
equipment is placed in continuous service before
Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment.

C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this paragraph 13.07, the correction period
hereunder with respect to such Work will be extended for
an additional period of one year after such correction or removal and replacement has been satisfactorily completed. D. CONTRACTOR’s obligations under this
paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this paragraph 13.07 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose.

13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and
replacement of defective Work, OWNER (and, prior to
ENGINEER’s recommendation of final payment ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all Claims, costs, losses, and
damages (including but not limited to all fees and charges of

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engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to OWNER’s evaluation of and determination
to accept such defective Work (such costs to be approved
by ENGINEER as to reasonableness) and the diminished value of the Work to the extent not otherwise paid by CONTRACTOR pursuant to this sentence. If any such
acceptance occurs prior to ENGINEER’s recommendation
of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and OWNER shall be
entitled to an appropriate decrease in the Contract Price,
reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, OWNER may make a Claim therefor as provided in paragraph 10.05. If the acceptance occurs after such
recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. 13.09 OWNER May Correct Defective Work

A. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required
by ENGINEER in accordance with paragraph 13.06.A, or if
CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract
Documents, OWNER may, after seven days written notice
to CONTRACTOR, correct and remedy any such deficiency. B. In exercising the rights and remedies under this
paragraph, OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the Site, take possession of all or part of the Work and
suspend CONTRACTOR’s services related thereto, take possession of CONTRACTOR’s tools, appliances, con-struction equipment and machinery at the Site, and incorpo-rate in the Work all materials and equipment stored at the
Site or for which OWNER has paid CONTRACTOR but
which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER’s representatives, agents and employ-ees, OWNER’s other contractors, and ENGINEER and
ENGINEER’s Consultants access to the Site to enable
OWNER to exercise the rights and remedies under this paragraph.
C. All Claims, costs, losses, and damages (including
but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by OWNER in exercising the rights and remedies
under this paragraph 13.09 will be charged against CON-
TRACTOR, and a Change Order will be issued incorpo-rating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price. If the parties
are unable to agree as to the amount of the adjustment, OWNER may make a Claim therefor as provided in paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or
replacement of work of others destroyed or damaged by
correction, removal, or replacement of CONTRACTOR’s defective Work.
D. CONTRACTOR shall not be allowed an extension
of the Contract Times (or Milestones) because of any delay in the performance of the Work attributable to the exercise by OWNER of OWNER’s rights and remedies under this
paragraph 13.09.
ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION _______________________________________________ 14.01 Schedule of Values

A. The schedule of values established as provided in paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Applica-
tion for Payment acceptable to ENGINEER. Progress
payments on account of Unit Price Work will be based on the number of units completed.
14.02 Progress Payments
A. Applications for Payments
1. At least 20 days before the date estab-
lished for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering
the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Docu-ments. If payment is requested on the basis of
materials and equipment not incorporated in the
Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Applica-tion for Payment shall also be accompanied by a bill
of sale, invoice, or other documentation warranting
that OWNER has received the materials and equip-ment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate
property insurance or other arrangements to protect

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OWNER’s interest therein, all of which must be satisfactory to OWNER.
2. Beginning with the second Application
for Payment, each Application shall include an affidavit of CONTRACTOR stating that all previous progress payments received on account of the Work
have been applied on account to discharge
CONTRACTOR’s legitimate obligations associated with prior Applications for Payment.
3. The amount of retainage with respect to
progress payments will be as stipulated in the Agreement. B. Review of Applications
1. ENGINEER will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment
and present the Application to OWNER or return the
Application to CONTRACTOR indicating in writing ENGINEER’s reasons for refusing to recommend payment. In the latter case, CONTRACTOR may
make the necessary corrections and resubmit the
Application. 2. ENGINEER’s recommendation of any
payment requested in an Application for Payment
will constitute a representation by ENGINEER to OWNER, based on ENGINEER’s observations on the Site of the executed Work as an experienced and qualified design professional and on ENGINEER's
review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER’s knowledge, information and belief:
a. the Work has progressed to the point indicated; b. the quality of the Work is generally in
accordance with the Contract Documents (sub-
ject to an evaluation of the Work as a function-ing whole prior to or upon Substantial Comple-tion, to the results of any subsequent tests called
for in the Contract Documents, to a final deter-
mination of quantities and classifications for Unit Price Work under paragraph 9.08, and to any other qualifications stated in the
recommendation); and
c. the conditions precedent to CONTRACTOR’s being entitled to such pay-ment appear to have been fulfilled in so far as it
is ENGINEER’s responsibility to observe the Work. 3. By recommending any such payment
ENGINEER will not thereby be deemed to have represented that: (i) inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every
aspect of the Work in progress, or involved detailed
inspections of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents; or (ii) that there may not be other
matters or issues between the parties that might
entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR.

4. Neither ENGINEER’s review of CONTRACTOR’s Work for the purposes of recom-mending payments nor ENGINEER’s recommenda-tion of any payment, including final payment, will
impose responsibility on ENGINEER to supervise, direct, or control the Work or for the means, meth-ods, techniques, sequences, or procedures of construction, or the safety precautions and programs
incident thereto, or for CONTRACTOR’s failure to comply with Laws and Regulations applicable to CONTRACTOR’s performance of the Work. Additionally, said review or recommendation will
not impose responsibility on ENGINEER to make
any examination to ascertain how or for what purposes CONTRACTOR has used the moneys paid on account of the Contract Price, or to determine
that title to any of the Work, materials, or equipment
has passed to OWNER free and clear of any Liens. 5. ENGINEER may refuse to recommend
the whole or any part of any payment if, in
ENGINEER’s opinion, it would be incorrect to make the representations to OWNER referred to in paragraph 14.02.B.2. ENGINEER may also refuse to recommend any such payment or, because of
subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in ENGINEER’s
opinion to protect OWNER from loss because:
a. the Work is defective, or completed Work has been damaged, requiring correction or
replacement;
b. the Contract Price has been reduced by Written Amendment or Change Orders;

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c. OWNER has been required to correct defective Work or complete Work in accordance with paragraph 13.09; or

d. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraph 15.02.A.

C. Payment Becomes Due 1. Ten days after presentation of the
Application for Payment to OWNER with
ENGINEER’s recommendation, the amount recom-mended will (subject to the provisions of paragraph 14.02.D) become due, and when due will be paid by OWNER to CONTRACTOR.
D. Reduction in Payment 1. OWNER may refuse to make payment of
the full amount recommended by ENGINEER
because: a. claims have been made against OWNER
on account of CONTRACTOR’s performance or
furnishing of the Work; b. Liens have been filed in connection with
the Work, except where CONTRACTOR has
delivered a specific Bond satisfactory to OWN-ER to secure the satisfaction and discharge of such Liens;
c. there are other items entitling OWNER to a set-off against the amount recommended; or d. OWNER has actual knowledge of the
occurrence of any of the events enumerated in paragraphs 14.02.B.5.a through 14.02.B.5.c or paragraph 15.02.A.
2. If OWNER refuses to make payment of
the full amount recommended by ENGINEER, OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating
the reasons for such action and promptly pay CON-
TRACTOR any amount remaining after deduction of the amount so withheld. OWNER shall promptly pay CONTRACTOR the amount so withheld, or any
adjustment thereto agreed to by OWNER and
CONTRACTOR, when CONTRACTOR corrects to OWNER’s satisfaction the reasons for such action. 3. If it is subsequently determined that
OWNER’s refusal of payment was not justified, the
amount wrongfully withheld shall be treated as an amount due as determined by paragraph 14.02.C.1. 14.03 CONTRACTOR’s Warranty of Title
A. CONTRACTOR warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the
Project or not, will pass to OWNER no later than the time
of payment free and clear of all Liens. 14.04 Substantial Completion

A. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is
substantially complete (except for items specifically listed
by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Promptly thereafter, OWNER, CONTRACTOR, and ENGINEER shall make an inspection of the Work to
determine the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers the Work substantially
complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be
completed or corrected before final payment. OWNER
shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or attached list. If, after
considering such objections, ENGINEER concludes that the
Work is not substantially complete, ENGINEER will within 14 days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating the
reasons therefor. If, after consideration of OWNER’s
objections, ENGINEER considers the Work substantially complete, ENGINEER will within said 14 days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised
tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the
tentative certificate of Substantial Completion ENGINEER
will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with
respect to security, operation, safety, and protection of the
Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in
writing prior to ENGINEER’s issuing the definitive

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certificate of Substantial Completion, ENGINEER’s aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment.

B. OWNER shall have the right to exclude CONTRACTOR from the Site after the date of Substantial Completion, but OWNER shall allow CONTRACTOR
reasonable access to complete or correct items on the
tentative list. 14.05 Partial Utilization

A. Use by OWNER at OWNER’s option of any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which OWNER, ENGINEER, and CONTRACTOR agree
constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR’s performance of the remainder of the Work, may be
accomplished prior to Substantial Completion of all the
Work subject to the following conditions. 1. OWNER at any time may request CON-
TRACTOR in writing to permit OWNER to use any
such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the
Work is substantially complete, CONTRACTOR
will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work.
CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request
ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER, CONTRACTOR, and ENGINEER shall make an
inspection of that part of the Work to determine its
status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and
CONTRACTOR in writing giving the reasons there-
for. If ENGINEER considers that part of the Work to be substantially complete, the provisions of para-graph 14.04 will apply with respect to certification
of Substantial Completion of that part of the Work
and the division of responsibility in respect thereof and access thereto. 2. No occupancy or separate operation of
part of the Work may occur prior to compliance with
the requirements of paragraph 5.10 regarding property insurance. 14.06 Final Inspection
A. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will promptly make a final inspection with
OWNER and CONTRACTOR and will notify CON-
TRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as
are necessary to complete such Work or remedy such
deficiencies. 14.07 Final Payment

A. Application for Payment 1. After CONTRACTOR has, in the opinion of ENGINEER, satisfactorily completed all
corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, Bonds,
certificates or other evidence of insurance certificates of inspection, marked-up record docu-ments (as provided in paragraph 6.12), and other documents, CONTRACTOR may make application
for final payment following the procedure for
progress payments. 2. The final Application for Payment shall
be accompanied (except as previously delivered) by:
(i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph
5.04.B.7; (ii) consent of the surety, if any, to final
payment; and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Lien rights arising out of or Liens filed in connection with the Work.
3. In lieu of the releases or waivers of Liens specified in paragraph 14.07.A.2 and as approved by OWNER, CONTRACTOR may furnish receipts or
releases in full and an affidavit of CONTRACTOR
that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and
equipment bills, and other indebtedness connected
with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or
Supplier fails to furnish such a release or receipt in

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full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien.

B. Review of Application and Acceptance 1. If, on the basis of ENGINEER’s observa-
tion of the Work during construction and final
inspection, and ENGINEER’s review of the final Application for Payment and accompanying docu-mentation as required by the Contract Documents,
ENGINEER is satisfied that the Work has been
completed and CONTRACTOR’s other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in writing
ENGINEER’s recommendation of payment and present the Application for Payment to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CON-
TRACTOR that the Work is acceptable subject to
the provisions of paragraph 14.09. Otherwise, ENGINEER will return the Application for Payment to CONTRACTOR, indicating in writing the reasons
for refusing to recommend final payment, in which
case CONTRACTOR shall make the necessary corrections and resubmit the Application for Payment.

C. Payment Becomes Due 1. Thirty days after the presentation to OWNER of the Application for Payment and
accompanying documentation, the amount recommended by ENGINEER will become due and, when due, will be paid by OWNER to CON-TRACTOR.
14.08 Final Completion Delayed A. If, through no fault of CONTRACTOR, final
completion of the Work is significantly delayed, and if
ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR’s final Application for Payment and recommendation of ENGINEER, and without terminating
the Agreement, make payment of the balance due for that
portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage
stipulated in the Agreement, and if Bonds have been
furnished as required in paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the
Application for such payment. Such payment shall be made
under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. 14.09 Waiver of Claims
A. The making and acceptance of final payment will constitute:
1. a waiver of all Claims by OWNER
against CONTRACTOR, except Claims arising from unsettled Liens, from defective Work appear-ing after final inspection pursuant to paragraph
14.06, from failure to comply with the Contract
Documents or the terms of any special guarantees specified therein, or from CONTRACTOR’s continuing obligations under the Contract Docu-
ments; and
2. a waiver of all Claims by CONTRAC-TOR against OWNER other than those previously made in writing which are still unsettled.
ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION
_______________________________________________ 15.01 OWNER May Suspend Work

A. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to CON-
TRACTOR and ENGINEER which will fix the date on
which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract Price or an
extension of the Contract Times, or both, directly
attributable to any such suspension if CONTRACTOR makes a Claim therefor as provided in paragraph 10.05. 15.02 OWNER May Terminate for Cause
A. The occurrence of any one or more of the following events will justify termination for cause:
1. CONTRACTOR’s persistent failure to
perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materi-
als or equipment or failure to adhere to the progress
schedule established under paragraph 2.07 as adjusted from time to time pursuant to paragraph 6.04);

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2. CONTRACTOR’s disregard of Laws or Regulations of any public body having jurisdiction;
3. CONTRACTOR’s disregard of the
authority of ENGINEER; or 4. CONTRACTOR’s violation in any
substantial way of any provisions of the Contract
Documents. B. If one or more of the events identified in paragraph
15.02.A occur, OWNER may, after giving CONTRACTOR
(and the surety, if any) seven days written notice, terminate the services of CONTRACTOR, exclude CONTRACTOR from the Site, and take possession of the Work and of all CONTRACTOR’s tools, appliances, construction equip-
ment, and machinery at the Site, and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored
at the Site or for which OWNER has paid CONTRACTOR
but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case, CONTRACTOR shall not be entitled to receive any further
payment until the Work is finished. If the unpaid balance of
the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and
all court or arbitration or other dispute resolution costs)
sustained by OWNER arising out of or relating to completing the Work, such excess will be paid to CONTRACTOR. If such claims, costs, losses, and damages exceed such unpaid balance, CONTRACTOR
shall pay the difference to OWNER. Such claims, costs, losses, and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and, when so approved by ENGINEER, incorporated in a Change Order.
When exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed.
C. Where CONTRACTOR’s services have been so
terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention
or payment of moneys due CONTRACTOR by OWNER
will not release CONTRACTOR from liability. 15.03 OWNER May Terminate For Convenience

A. Upon seven days written notice to CON-TRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to terminate the Contract. In such case,
CONTRACTOR shall be paid (without duplication of any items): 1. for completed and acceptable Work
executed in accordance with the Contract Docu-ments prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work;

2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as re-
quired by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
3. for all claims, costs, losses, and damages
(including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of
terminated contracts with Subcontractors, Suppliers, and others; and 4. for reasonable expenses directly
attributable to termination. B. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss
arising out of or resulting from such termination.
15.04 CONTRACTOR May Stop Work or Terminate
A. If, through no act or fault of CONTRACTOR, the
Work is suspended for more than 90 consecutive days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for
Payment within 30 days after it is submitted, or OWNER
fails for 30 days to pay CONTRACTOR any sum finally determined to be due, then CONTRACTOR may, upon seven days written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such
suspension or failure within that time, terminate the Contract and recover from OWNER payment on the same terms as provided in paragraph 15.03. In lieu of terminating the Contract and without prejudice to any other right or
remedy, if ENGINEER has failed to act on an Application
for Payment within 30 days after it is submitted, or OWNER has failed for 30 days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may,
seven days after written notice to OWNER and
ENGINEER, stop the Work until payment is made of all such amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph 15.04 are not
intended to preclude CONTRACTOR from making a Claim

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE February 2019
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under paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR’s stopping the
Work as permitted by this paragraph.
ARTICLE 16 - DISPUTE RESOLUTION
_______________________________________________
16.01 Methods and Procedures
A. Dispute resolution methods and procedures, if any,
shall be as set forth in the Supplementary Conditions. If no method and procedure has been set forth, and subject to the provisions of paragraphs 9.09 and 10.05, OWNER and CONTRACTOR may exercise such rights or remedies as
either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute.
ARTICLE 17 - MISCELLANEOUS _______________________________________________ 17.01 Giving Notice

A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to
the individual or to a member of the firm or to an officer of
the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice.

17.02 Computation of Times A. When any period of time is referred to in the
Contract Documents by days, it will be computed to exclude
the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation.
17.03 Cumulative Remedies A. The duties and obligations imposed by these
General Conditions and the rights and remedies available
hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise
imposed or available by Laws or Regulations, by special
warranty or guarantee, or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract
Documents in connection with each particular duty,
obligation, right, and remedy to which they apply.
17.04 Survival of Obligations
A. All representations, indemnifications, warranties,
and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the
Work or termination or completion of the Agreement. 17.05 Controlling Law
A. This Contract is to be governed by the law of the
state in which the Project is located.
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SUPPLEMENTARY CONDITIONS

TABLE OF CONTENTS Page
SC-4.02 “Technical Data” .....................................................................................................................................................2
SC-5.02 Licensed Sureties and Insurers .................................................................................................................................2 SC-5.04 CONTRACTOR’s Liability Insurance ......................................................................................................................2 SC-6.12Record Documents ......................................................................................................................................................3
SC-9.03 Project Representative ..............................................................................................................................................4
SC-16.01 Methods and Procedures .......................................................................................................................................4

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Supplementary Conditions These Supplementary Conditions amend or
supplement the Standard General Conditions of the
Construction Contract (No. 1910-8, 1996 Edition) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented
remain in full force and effect.
The terms used in these Supplementary Conditions will have the meanings indicated in the General Conditions.
Additional terms used in these Supplementary Conditions
have the meanings indicated below, which are applicable to both the singular and plural thereof.
SC-4.02 “Technical Data” Add the following new paragraph(s) immediately after
paragraph 4.02.B:
C. In the preparation of Drawings and Specifications, ENGINEER or ENGINEER’s Consultants relied upon the following reports of the project:
1. OmniSource Southeast, Permit 34-20 Renewal, dated May 2014, Revised September 2017.
SC-5.02 Licensed Sureties and Insurers
The Sureties of all Bonds shall be a surety company or companies authorized to transact business in North Carolina, and all bonds shall be countersigned by an
authorized agent of the surety, licensed to transact business in North Carolina. Documents evidencing current authority or attorney-in-fact of surety must be attached to the Bonds. The Bonds must be in a form approved by the
OWNER.
SC-5.04 CONTRACTOR’s Liability Insurance

Add the following new paragraphs immediately after paragraph 5.04.B:
C. The CONTRACTOR shall assume and agree to
hold harmless, indemnify, save, protect and defend OmniSource SE or the OWNER against any and all liability for injuries and damages to CONTRACTOR, himself and to CONTRACTOR’s employees, agents,
sub-contractors and guests, third parties or otherwise, from incident to or resulting from any and all operations performed by CONTRACTOR under the terms of this contract. In addition to any other forms of insurance or
bonds required under contracts and specifications to this project, the following public liability insurance schedule shall apply to all work performed under the terms of this contract. The insurance specified shall be with an
insurance company acceptable to the parties hereto and licensed to do business in North Carolina. D. The limits of liability for the insurance required by
paragraph 5.04 of the General Conditions shall provide
coverage for not less than the following amounts or greater where required by Laws and Regulations:
1. Workers’ Compensation, and related coverages
under paragraphs 5.04.A.1 and A.2 of the General Conditions:
a. State: Statutory
b. Applicable Federal (e.g., Longshoreman’s): Statutory
c. Employer’s Liability: $100,000.00 accident $100,000.00 disease $500,000.00 policy limit disease

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2. Contractor’s General Liability under paragraphs 5.04.A.3 through A.6 of the General Conditions which shall include completed operations and product liability
coverages and eliminate the exclusion with respect to
property under the care, custody and control of Contractor: a. General Aggregate $3,000,000.00

b. Products - Completed Operations Aggregate $3,000,000.00
c. Personal and Advertising
Injury $1,000,000.00 d. Each Occurrence (Bodily Injury and
Property Damage) $1,000,000.00 e. Property Damage liability insurance will provide Explosion, Collapse, and
Underground coverages where applicable.
$3,000,000.00 f. Excess or Umbrella Liability

1) General Aggregate $3,000,000.00 2) Each Occurrence $3,000,000.00

3. Automobile Liability under paragraph 5.04.A.6 of the General Conditions: a. Bodily Injury:
Each person $1,000,000.00 Each Accident $3,000,000.00 b. Property Damage:
Each Accident $1,000,000.00 c. Combined Single Limit of $1,000,000.00

4. The Contractual Liability coverage required by paragraph 5.04.B.4 of the General Conditions shall provide coverage for not less than the following amounts:

a. Bodily Injury: Each Accident $2,000,000.00 Annual Aggregate $3,000,000.00

b. Property Damage: Each Accident $2,000,000.00 Annual Aggregate $3,000,000.00
5. CONTRACTOR shall name
OmniSource SE 1426 W Mountain St,
Kernersville, NC 27284
and
Joyce Engineering, Inc.
1604 Ownby Lane Richmond, North Carolina 23220
as additional insureds in all policies provided by the
CONTRACTOR for his own protection and that of his Subcontractors. All certificates must state Bid Number, if any, and Project Title.
6. The Contractual Liability coverage required by paragraph 5.04.B.4 of the General Conditions shall cover the following indemnity agreement:
The CONTRACTOR shall indemnify and hold harmless
the OWNER against and from all liability, claims, damages, demands and cost, including attorney fees of every kind in nature and attributable to bodily injury,
sickness, disease or death or to damage or destruction of
property resulting from or in any manner arising out of or in connection with the project and the performance of the work under this contract.

7. In the event that the CONTRACTOR or his Surety is prevented by law or by charter from naming the OWNER and his agents, and the ENGINEERs, as insureds in the
policies providing the coverages listed, the
CONTRACTOR shall purchase and maintain during the life of this agreement OWNER’s and CONTRACTOR’s Protective Liability Insurance in the amount of not less than $3,000,000.00; and the named insureds shall be the
OWNER and his agents and the ENGINEER. The insurance shall protect the OWNER and his agents, and the ENGINEERs from any claim or loss arising from any act of the CONTRACTOR or his Subcontractors, or any failure to
act on the part of the CONTRACTOR or his
Subcontractors, during the performance of work under this agreement.
A 30-day cancellation, non-renewal, material change or
coverage reduction notice is required. The words “endeavor to” are to be eliminated from the Notice of Cancellation provision on standard ACORD certifications.

SC-6.12 Record Documents Delete paragraph 6.12.A in its entirety and insert the following in its place:

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A. CONTRACTOR shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work
Change Directives, Field Orders, and written interpretations
and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a
counterpart of all approved Shop Drawings will be available
to ENGINEER for reference. As a condition of Substantial Completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to ENGINEER for
OWNER.
B. CONTRACTOR recognizes and acknowledges that time is of the essence for the completion of the Work in order to provide solid waste disposal space and
capacity required for OWNER’s continued and uninterrupted operation, and that a Certificate to Operate will not be issued by the North Carolina Department of Environmental Quality (“DEQ”) until NCDEQ has
received and reviewed CONTRACTOR’s record
drawings. CONTRACTOR agrees to submit record drawings and other documents as required by NCDEQ for permit approval to ENGINEER for review within one
week of Substantial Completion of the Work even though
Final Payment may not have been received by CONTRACTOR from OWNER.

SC-9.03 Project Representative Add the following language at the end of the second sentence of paragraph 9.03:
For the CONTRACTOR’s information, OWNER will provide a Resident Project Representative as listed in EJCDC No. 1910-1, Exhibit D, 1996 Edition, which is
attached in Appendix A. SC-12.03 Delays beyond Contractor’s Control
B. Time Extensions for Abnormal Weather
This provision specifies the procedure for the determination of time extensions for abnormal weather.
This following list defines the number of anticipated days
of adverse weather for each month. Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
6 6 7 6 7 6 7 7 5 5 5 5
The anticipated days provided above will constitute the base line for monthly weather time evaluations.
Throughout the contract, actual weather days are to be recorded and compared to monthly anticipated days.
Once the number of actual adverse weather days exceeds
the anticipated adverse weather days, any subsequent adverse weather days may be used as a basis to determine whether the CONTRACTOR is entitled to a time
extension. The adverse weather must have prevented
work for at least 50 percent of the work day and delayed work critical to the timely completion of the project. CONTRACTOR’s request for adverse weather days must
be approved by the Engineer’s or Owner’s Representative
within 24 hours of the occurrence. The CONTRACTOR’s schedule must indicate the critical work (path) and must reflect the above anticipated adverse
weather days on all weather dependent activities. Anticipated adverse weather days scheduled may be used to balance a time extension evaluation within each quarter
of the calendar year.
SC-16.01 Methods and Procedures
Delete paragraph 16.01 in its entirety and insert the following in its place:
Jurisdiction and venue of any dispute, demand, or claim
arising in relation to this agreement shall be in the courts of Franklin County, North Carolina. END OF SECTION

Slope Repair & Grading 00910-1 Joyce Engineering, Inc. OmniSource SE February 2019
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SUBMITTAL FORM
General Information
Project Name: Slope Repair & Grading Submittal Number: __ __
OmniSource Industrial Landfill
Kernersville, North Carolina

JOYCE Project Number: Date:
Submittal Description: ____________________________________________________
____________________________________________________
____________________________________________________

Contractor's Certification
Technical Specification No.:
This Submittal has been reviewed for accuracy of content. It is my opinion that the material and/or equipment
are in compliance with the Contract Drawings and Technical Specifications. The information contained herein
has been fully coordinated with all involved subcontractors.

Contractor: ________________
Signed:
Date:

Engineer's Review
No Exceptions Taken Engineer: Joyce Engineering, Inc. _
Make Corrections Noted Signed:
Amend and Resubmit Date:
Rejected - See Remarks

Review is for general compliance with the design concept and the contract documents. Corrections or
comments made on the shop drawings during this review do not relieve the contractor from compliance with the
requirements of the plans and specifications. No responsibility is assumed for the correctness of dimensions or
details.
Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01010-1 February 2019
Kernersville, North Carolina
SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL The Work generally consists of land clearing, site preparation, excavation, filling and grading.
Soil materials used in the construction shall be available in a stockpile or borrow source at round
trip distance approximately one mile for the slope repair and grading. The Contractor is
responsible for run-on/run-off controls for his work, and site restoration, which shall include
topsoil and seeding of disturbed areas.
PART 2 PRODUCTS

All products used in the Work shall be new, unused and of first quality.
PART 3 EXECUTION

All Work is to be performed in a workmanlike manner by properly trained and qualified
personnel under the observation of the OWNER’s representative.

END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01025-1 February 2019
Kernersville, North Carolina
SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 GENERAL 1.01

All Work completed under the Contract will be measured using United States Units of
Measurement.
1.02
All items not specifically listed in the Bid Form for which there are no instructions as to where
the price shall be included shall be covered by distributing the price within the listed items. No
additional payment will be allowed.
1.03 MEASUREMENT
A. Linear measurements shall be measured as shown on the plans (i.e., horizontal
distances not slope distances).

B. Area computations will be based upon horizontal (plan) longitudinal
measurements and transverse measurements based upon neat dimensions shown on the plans.
C. Volume computations will be based upon the average end area method or other
mutually acceptable methods.

D. “Lump Sum” when used as an item of payment, will mean complete functioning item for the Work described in the Contract. When a complete structure or structural unit is specified as the unit of measurement the unit will be construed to
include all necessary fittings, accessories and appurtenances.

E. Item measurements “each” shall be complete functional items as described in the
specification and as shown on the plans and will be construed to include all necessary fittings, accessories, and appurtenances.

END OF SECTION
Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01050-1 February 2019
Kernersville, North Carolina
SECTION 01050

LICENSES AND PERMITS

PART 1 GENERAL Prior to beginning construction, the CONTRACTOR shall obtain and display all Local and State
licenses required by law in the operation of his business and obtain and pay for all permits
required to complete the work.

PART 2 PRODUCTS
NOT USED

PART 3 EXECUTION NOT USED

END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01060-1 February 2019
Kernersville, North Carolina
SECTION 01060

REGULATORY REQUIREMENTS

PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED

Provide personnel, equipment and materials to construct project according to applicable codes.

1.02 APPLICABLE CODES As a minimum standard of quality and workmanship, construction is to comply with the
following codes:

1. North Carolina Department of Environmental Quality Waste Management Regulations.
2. North Carolina Erosion and Sediment Control Handbook. 3. North Carolina Department of Transportation Regulations. 4. American Society for Testing and Materials Standards.
5. North Carolina Air Pollution Control Commission Regulations.
6. Occupational Safety and Health Act.
7. North Carolina Department of Health

PART 2 PRODUCTS
NOT USED

PART 3 EXECUTION
NOT USED

END OF SECTION

Slope Repair & Grading 1 Joyce Engineering, Inc. OmniSource SE 01070-1 February 2019
Kernersville, North Carolina
SECTION 01070

LINES AND GRADES
PART 1 GENERAL A. All elevations indicated or specified refer to site datum. Control benchmarks are
at the elevation and in the location as shown on the Plans.

B. The ENGINEER will establish construction base lines, control points, and
benchmarks, and will establish other pertinent monuments at the site of the work. From these established lines and bench marks, the CONTRACTOR shall run all lines and levels, furnish, set and drive grade stakes, and do all other work
necessary to lay out his work in accordance with the dimensions and elevations
shown on the Plans.

C. The CONTRACTOR shall employ properly qualified personnel to perform the work herein described. The CONTRACTOR shall also furnish and set all template and batter boards necessary. The CONTRACTOR will be held
responsible for the preservation of all stakes and marks established by the
ENGINEER, and if any of the stakes and marks are carelessly or willfully
disturbed, the cost of replacing them shall be charged against the
CONTRACTOR.

PART 2 PRODUCTS

NOT USED
PART 3 EXECUTION
All earthwork shall be graded to + 0.10’. All piping shall be graded to + 0.10’ provided required
slopes are maintained.

END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01152-1 February 2019
Kernersville, North Carolina
SECTION 01152

APPLICATION FOR PAYMENT
PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED

CONTRACTOR shall submit one Application for Payment to OWNER per month. Applications
will be made on standard forms provided in Part 2, Contract Documents, Section 00530 -
Application for Payment. All applications must show complete schedule of values and percentage of work completed to date. Retainage will be 10% of gross amount due until Final Completion.

PART 2 MATERIALS NOT USED

PART 3 EXECUTION
NOT USED

END OF SECTION

Slope Repair & Grading Joyce Engineering. Inc. OmniSource SE 01153-1 February 2019
Kernersville, North Carolina
SECTION 01153 CHANGE ORDER PROCEDURES

PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Promptly implement change order procedures.

1. Provide full written data required to evaluate changes to OWNER. 1.02 RELATED REQUIREMENTS
A. Agreement
B. Conditions of the Contract
C. Section 00550; Change Order D. Section 01152; Application for Payment E. Section 01310; Construction Schedule F. Section 01370; Schedule of Values
1.03 DEFINITIONS

A. Change Order: See General Conditions 1.04 PRELIMINARY PROCEDURES
A. OWNER may initiate changes by submitting a Proposal Request to CONTRACTOR.
Request will include:
1. Detailed description of the Change, Products, and location of the Change in the Project.
2. Supplementary or revised Contract Drawings and Specifications.
3. The projected time span for making the change.
4. A specified period of time during which the requested price will be considered
valid.
5. Such request is for information only, and is not an instruction to execute the changes, nor to stop work in progress. B. CONTRACTOR may initiate changes by submitting a written notice to OWNER,
containing:

1. Description of the proposed changes.
2. Statement of the reason for making the changes.
3. Statement of the effect on the Contract Sum and the Contract Time.

Slope Repair & Grading Joyce Engineering. Inc. OmniSource SE 01153-2 February 2019
Kernersville, North Carolina
4. Statement of the effect of the Work of separate contractors.
5. Documentation supporting any change in Contract Sum or Contract Time, as appropriate.

1.05 CONSTRUCTION CHANGE AUTHORIZATION
A. In lieu of Proposal Request, OWNER may issue a construction change authorization for CONTRACTOR to proceed with a change for subsequent inclusion in a Change Order.
B. Authorization will describe changes in the Work, both additions and deletions, with
attachments of revised Contract Documents to define details of the change, and will
designate the method of determining any change in the Contract Sum and any change in Contract Time. C. OWNER will sign and date the Construction Change Authorization as authorization for
the CONTRACTOR to proceed with the changes.

D. CONTRACTOR may sign and date the Construction Change Authorization to indicate agreement with the terms therein. 1.06 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump-sum proposal, and for each unit price, which has not
previously been established, with sufficient substantiating data to allow evaluation of the
quotation. B. On request provide additional data to support time and cost computations:
1. Labor required.
2. Equipment required.
3. Products required.
a. Recommended source of purchase and unit cost.
b. Quantities required.
4. Taxes, insurance and bonds.
5. Credit for work deleted from Contract, similarly documented.
6. Overhead and profit.
7. Justification for any change in Contract Time. 1.07 PREPARATION OF CHANGE ORDERS
A. OWNER will prepare each Change Order.

B. Form: Change Order: EJCDC Document 1910-8-B C. Change Order will describe changes in the Work, both additions and deletions, with

Slope Repair & Grading Joyce Engineering. Inc. OmniSource SE 01153-3 February 2019
Kernersville, North Carolina
attachments of revised Contract Documents to define details of the change. D. Change Order will provide an accounting of the adjustment in the Contract Sum and in the
Contract Time.

1.08 LUMP-SUM/FIXED PRICE CHANGE ORDER A. Content of Change Orders will be based on, either:
1. OWNER’s Proposal Request and CONTRACTOR’s responsive Proposal as
mutually agreed between OWNER and CONTRACTOR.
2. CONTRACTOR’s Proposal for a change. B. OWNER will sign and date Change Order as authorization for the CONTRACTOR to proceed with the changes.

C. CONTRACTOR will sign and date the Change Order to indicate agreement with the terms
therein.
1.09 CORRELATION WITH CONTRACTOR’S SUBMITTALS A. Periodically revise Schedule of Values and Request for Payment forms to record each change as a separate item of Work, and to record the adjusted Contract Sum.

B. Periodically revise the Construction Schedule to reflect each change in Contract Time.
1. Revise sub-schedules to show changes for other items of work affected by the changes.
C. Upon completion of work under a Change Order, enter pertinent changes in Record
Documents.
PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

END OF SECTION

Slope Reair & Grading Joyce Engineering. Inc.
OmniSource SE 01200-1 March 2018
Kernersville, North Carolina
P:\OmniSource\Kernersville, NC\Construction\Slope Failure\Bid Docs\Part III-Specs\Div 1\01200.doc
SECTION 01200 PROJECT MEETINGS PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED A. Preconstruction Conference

1. CONTRACTOR’s representative shall attend the preconstruction conference and present the following information for acceptance by the OWNER.
a. Construction Schedules
b. Schedule of Values B. Progress Meetings
1. As a general rule, progress meetings will be held bi-weekly. If, however, progress is not made as scheduled or if OWNER desires to discuss revised progress schedules or quality of workmanship or other aspects of concern, additional progress meetings may be called.
1.02 RELATED REQUIREMENTS
A. Section 01310; Construction Schedules B. Section 01370; Schedule of Values
PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED

END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc.
OmniSource SE 01310-1 March 2018
Kernersville, North Carolina
P:\OmniSource\Kernersville, NC\Construction\Slope Failure\Bid Docs\Part III-Specs\Div 1\01310.doc
SECTION 01310 CONSTRUCTION SCHEDULES PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED A. Prior to the issuance of the Notice to Proceed, CONTRACTOR shall submit to OWNER a
proposed construction schedule.
B. Construction schedule can be in any form, which will clearly show the proposed degree of completeness of each aspect of the construction throughout the life of the contract. Bar graphs
and/or PERT diagrams are acceptable forms.
C. OWNER will review schedule. Final construction schedule may be revised and accepted by all parties during Preconstruction Conference.
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION NOT USED
END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01340-1 February 2019
Kernersville, North Carolina
SECTION 01340

SHOP DRAWINGS, PRODUCT DATA

PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED

A. CONTRACTOR shall submit for the approval of the OWNER, prior to start of
construction, detailed shop drawings and manufacturer’s specifications of all
materials and equipment he contemplates furnishing under this Contract, including but not limited to: (1) Fill Soil Gradation
(2) Soil Strength Testing
(3) Seed and Erosion Control Material
(4) Riprap and geosynthetic materials B. Liner Contractor shall submit for the approval of the OWNER, prior to the start of
construction, detailed slope drainage and manufacturer’s specifications of all materials and equipment he contemplates furnishing under the contract C. Equipment shall not be fabricated or materials ordered until shop drawings and
product data have been approved. D. All shop drawings shall be checked, and signed by the CONTRACTOR before
submission to the OWNER. E. CONTRACTOR shall submit electronic copies of the product data and shop drawings submittals. F. OWNER’s approval of CONTRACTOR’s shop drawings and product data will be
general and shall not relieve the CONTRACTOR from the responsibility for
adherence to the Contract, nor shall it relieve him of the responsibility for any
error, which may exist. Where such errors or omissions are discovered later, they
shall be made good by the CONTRACTOR irrespective of any approval by the ENGINEER.
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
NOT USED

END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01370-1 February 2019
Kernersville, North Carolina
SECTION 01370

SCHEDULE OF VALUES
PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED

A. CONTRACTOR shall submit a proposed Schedule of Values to the OWNER for
acceptance before start of construction.
B. Schedule of Values shall be broken down into as many items as necessary to properly determine value of work complete at any time.

C. Any item, which CONTRACTOR wishes to be shown on any application for
payment must be shown on Schedule of Values.
D. CONTRACTOR’s overhead margin and profit shall be distributed through all items on Schedule of Values and shall not be shown as a separate item.

E. Final Schedule of Values for use in applications for payment shall be mutually
acceptable to OWNER and CONTRACTOR.

PART 2 PRODUCTS

NOT USED
PART 3 EXECUTION NOT USED

END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01400-1 February 2019
Kernersville, North Carolina
SECTION 01400 QUALITY CONTROL AND TESTING

PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED
The CONTRACTOR will provide a testing program to determine laboratory and in-place densities
controlled fill areas. They will perform gradation analyses of base course, stone and soil materials as
required. All testing will be performed by or under the direction of a registered Professional Engineer in North Carolina. The attached Construction Quality Assurance (CQA) Plan will be employed during construction to supplement these specifications.
1.02 RELATED REQUIREMENTS
A. Section 02200; Earthwork B. Section 13400; Friction Angle and Soil Strength Testing 1.03 QUALITY CONTROL OF INSTALLATION
A. Quality control refers to measures taken by the CONTRACTOR to achieve compliance with
the requirements for materials and workmanship as stated in the plans and specifications for
the project. B. It is the responsibility of the CONTRACTOR to monitor the work continuously. The CONTRACTOR shall provide quality control personnel, and shall provide and pay for all tests
needed to achieve Work of specified quality. To supplement the CONTRACTOR’S own
quality control program, test results obtained by the CQA firm on behalf of the OWNER may
be made available to the CONTRACTOR. However, it is not the responsibility of the CQA firm to conduct tests of any kind on behalf of the CONTRACTOR, and the use of the CQA firm’s test results does not diminish the CONTRACTOR’S responsibility to provide comprehensive quality control and conduct all Work required by the Contract Documents.

C. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and
workmanship. During placement of structural fill material, the CONTRACTOR is to provide at his own expense a qualified soils technician as needed to insure placement of structural fill material in accordance with the Contract Documents. Provide and pay for all tests needed to achieve work of specified quality.

D. Submit field reports and daily quality control test results to the CQA field representative at the
end of each workday. Submit a summary and copies of all test results of quality control testing
to the ENGINEER monthly in a Quality Control Report. All documents and test results shall bear the seal and signature of a Professional Engineer registered in North Carolina. E. The CONTRACTOR shall designate a Quality Control Manager who will be the point of
contact between the ENGINEER and the CONTRACTOR on all issues related to Quality
Control. The Quality Control Manager will be responsible for verifying that the Work,

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01400-2 February 2019
Kernersville, North Carolina
including all submittals and as-built information, including surveys, complies with the project plans and specifications. The Quality Control Manager shall verify that the materials and Work covered by a submittal comply with the Contract Documents before sending the
submittal to the ENGINEER for approval. A submittal form is provided that must accompany
each submittal. The form is to be completed and signed by the Quality Control Manager,
certifying that the materials and/or Work are in complete accordance with the Contract Documents. Identify the Quality Control Manager at the pre-construction conference. F. Comply fully with manufacturer’s instructions, including each step in sequence.

G. Should manufacturer’s instructions conflict with the Contract Documents, request clarification
from ENGINEER before proceeding. H. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise
workmanship.

I. All work shall be conducted by personnel qualified to produce workmanship of specified quality. J. Cooperate with independent firm providing quality assurance services to OWNER. Provide continuous access to the Work to representatives of the CQA firm. Furnish samples of
materials, design mix, equipment, tools, storage and assistance as requested.

PART 2 PRODUCTS Not Used

PART 3 EXECUTION
3.01 LABORATORY DENSITY TESTS For soils, where greater than 50% by weight, passes a #4 sieve, the maximum dry density shall be
determined using a standard Proctor test (ASTM D698, Method A). For soils where greater than 50% by
weight is retained on a #4 sieve, the maximum dry density shall be determined using a modified Proctor
test (ASTM D1557, Method D). Daily, during fill operations, a One Point Proctor Test shall be performed in the field according to NC Department of Transportation Specifications.

The test results shall be examined by the Geotechnical Engineer to determine if the material characteristics
have changed significantly. If a significant change has occurred, then a sample shall be taken for establishing a new moisture-density test (Proctor) in the laboratory. Samples may be obtained either in-place or from stockpiles but shall be taken in an accepted and respective manner.

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01400-3 February 2019
Kernersville, North Carolina
3.02 FIELD DENSITY TESTS Field density tests shall be accomplished with a nuclear moisture density gauge. When the nuclear gauge
is utilized, it shall be operated by a Certified Operator only.

Field Density Tests shall be performed at the following frequencies:
• Access road subgrade: one test per 100 linear feet per 6” lifts.
• Access road base course: one test per 100 linear feet of roadway.
• Controlled fill area: one test per 1,000 cubic yards placed in 6” lifts or one test per lift.
• Pipe trench bottom and sides: one test per 50 linear feet of trench per 6” lift. If a test fails to meet the required compaction level, or moisture content, then the area represented by that test shall be reworked and retested.
3.03 GRADATION ANALYSES

Gradation analyses shall be performed on the following materials and the results submitted to ENGINEER prior to delivery to the site: A. Fill soil.
New permeability testing and properties shall be required if the service or material characteristics change.

3.04 FIELD VERIFICATION During construction, verification of these permeabilities shall be ensured through gradation and density testing of the indicated rates elsewhere in this section.

3.05 GEOMEMBRANE, GEOTEXTILE, AND GEOCOMPOSITE
All synthetic liner materials will be subject to third party testing. Refer to the Construction Quality Assurance Plan.
3.06 SUBMITTAL OF QUALITY CONTROL REPORTS
Copies of the results of quality control testing shall be submitted monthly in a Quality Control Report. All documents and test results shall bear the seal and signature of the registered Professional Engineer in North Carolina.
NOTE: Also, see Construction Quality Assurance Plan.

END OF SECTION
Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE February 2019
Kernersville, North Carolina
01410-1
SECTION 01410

QUALITY ASSURANCE

PART 1 GENERAL 1.01 SECTION INCLUDES
A. Inspection and Testing Laboratory Services for Quality Assurance.

1.02 INSPECTION AND TESTING LABORATORY SERVICES FOR QUALITY
ASSURANCE A. OWNER will appoint, employ, and pay for services of an independent firm (CQA firm)
to conduct inspection and testing for quality assurance purposes.

B. Quality assurance refers to measures taken by the CQA firm on behalf of the OWNER to
assess whether the Work is in compliance with the Contract Documents. C. On behalf of the OWNER, the independent firm will conduct inspections, tests, and other
services specified in individual specification subsections that address quality assurance
requirements. No adjustments to the Contract Time will be granted for any quality
assurance activities of the CQA firm, including testing.

D. Reports will be submitted by the independent firm to the ENGINEER, indicating observations and results of tests and indicating compliance or noncompliance with Contract Documents.

E. Re-testing required because of non-conformance to specified requirements shall be
conducted by the same independent firm on instructions by the ENGINEER.
PART 2 PRODUCTS

Not Used

PART 3 EXECUTION Not Used

END OF SECTION 01410

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01500-1 February 2019
Kernersville, North Carolina
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

PART 1 GENERAL
1.01 PROTECTION AND SAFETY
A. Do not interfere with use of or access to facility buildings. Maintain free and safe passage.
B. Protect trees, shrubs and lawns, areas to receive planting, rock outcropping, and
other features remaining as part of final landscaping.
C. Protect benchmarks and existing structures, property corners, roads, sidewalks,
paving, and curbs against damage from equipment and vehicular or foot traffic.
D. Cease operations and notify OWNER/ENGINEER immediately if safety of adjacent structure(s) appears to be endangered. Do not resume operations until safety is restored.
E. Prevent movement, settlement, or collapse of adjacent services, utilities,
structures, and trees. Assume liability for such movement, settlement or collapse.
Promptly repair damage at no cost to the OWNER.
F. Provide, erect, and maintain street boardings, sidewalk sheds, barricades, lighting
and/or guardrails as required to protect general public, workers, and adjoining property.
G. Protect excavations by shoring, bracing, sheet piling, underpinning, or other
methods, as required to prevent cave-ins or loose dirt from falling into
excavations.
H. Notify ENGINEER of unexpected sub-surface conditions and discontinue in area
until ENGINEER provides notification to resume work.
I. Protect bottom of excavations and soil around and beneath foundations from frost.
J. Insure all required environmental protection devices and procedures are in place,
properly maintained, and operational.

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01500-2 February 2019
Kernersville, North Carolina
1.02 TEMPORARY FIELD OFFICE
The CONTRACTOR shall provide and maintain a suitable temporary field office at the project
for his own use and the use of representatives of the OWNER and the ENGINEER. The field
office shall be provided with adequate heat and cooling, electric lighting, toilets and lavatory,
conference table and chairs, and other additional facilities required by the OWNER and
ENGINEER for project meetings. The CONTRACTOR shall be responsible for his optional telephone hookup.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01568-1 February 2019
Kernersville, North Carolina
SECTION 01568
EROSION AND SEDIMENT CONTROL

PART 1 GENERAL
1.01 REQUIREMENTS INCLUDED
Provide personnel, equipment, materials, and supplies to prevent erosion and control sediment during the construction period. Comply with all local and state erosion control regulations.
PART 2 PRODUCTS
2.01 MATERIALS
In accordance with the North Carolina Erosion and Sediment Control Handbook and as selected
by the CONTRACTOR subject to the approval of the ENGINEER.
PART 3 EXECUTION
3.01 GENERAL
A. Apply temporary measures throughout the construction of the project to control
erosion and to minimize siltation of drainage ditches, storm drains, and adjacent
waterways.
B. Limit grading to areas of workable size to limit the duration of exposure of
disturbed and unprotected areas. Apply all appropriate conservation practices in sequence with the work.
C. Protect stockpiling material with mulch, temporary vegetation, or a sediment
barrier at its base.
D. Stabilize all roads within 15 days of final grading, with base coarse-crushed stone.
E. Allow no water to enter the storm drainage system prior to settlement or screening
of excess siltation.
F. Install all erosion and sediment control practices in accordance with the latest North Carolina Erosion and Sediment Control Handbook.
3.02 TEMPORARY VEGETATION
When earthmoving activities are completed more than 15 days prior to installation of permanent
control measures, or final grading is completed during a season not favorable for immediate

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01568-2 February 2019
Kernersville, North Carolina
establishment of permanent vegetation, stabilize with rapid growing annual grasses of a seasonally appropriate species. Species shall allow quick protective cover and be compatible
with future permanent measures.
3.03 TEMPORARY PROTECTION
When final grading has not been completed, apply mulch asphalt emulsion, jute matting or
similar materials for temporary protection. Areas brought to final grade during an off-season may be mulched immediately and overseeded at the proper season with permanent grass-land legume species. Properly anchor mulch to prevent dislodging.
3.04 TEMPORARY CONSTRUCTION ENTRANCE(S)
Not Used
3.05 TEMPORARY SEDIMENT BARRIER(S)
A. Silt Fence: Place silt fence or silt sock across or at the toe of a slope to intercept flow, and detain sediment and decrease flow velocities.
B. Brush Barrier: Place existing brush (root mat, limbs, soil, and rock) across the toe of
slope where erosion and accelerated runoff are expected.
3.06 TEMPORARY DIVERSION DIKE
Temporary diversion: Using compacted soil, construct a dike, which will divert upland runoff
away and/or divert sediment-laden runoff to a trapping facility.
3.07 TEMPORARY SEDIMENT BASIN
Not Used
3.08 OTHER APPROVED MEASURES
Provide all other materials required by governing regulations.
3.09 MANAGEMENT STRATEGIES
Sequence construction such that the erosion control operations can begin and end as quickly as
possible. Temporary seeding or other stabilization shall follow immediately after grading. The Job Superintendent of the CONTRACTOR shall be responsible for the installation and maintenance of all erosion and sediment control practices. Stabilize all areas outside limits of
work or disturbed by construction with permanent seeding immediately following finish grading.
Protect permanently seeded areas during establishment with straw mulch or other acceptable
material if approved by the ENGINEER.

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01568-3 February 2019
Kernersville, North Carolina
3.10 MAINTENANCE
In general, inspect all erosion and sediment control measures weekly and after each significant
rainfall. Inspect the following as applicable.
1. All storm drains and silt fences for signs of clogging.
2. Temporary sediment basin to insure its adequacy and to make sure the outfall and
connecting drainage swale are operating correctly.
3. Diversion channels for signs of failure and adequacy.
4. Brush barriers for signs of clogging.
3.11 REMOVAL
Remove all control measures at the completion of the Work and restore site as required by this
specification section.
END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01700-1 February 2019
Kernersville, North Carolina
SECTION 01700

CONTRACT CLOSEOUT
PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED

A. Procedures:

1. Upon expected completion of project, submit to OWNER Notice of Substantial Completion.
2. A final Inspection meeting will be held at the site to determine
completeness.
3. A final “punch list” of items to be completed will be prepared by OWNER
and CONTRACTOR at this meeting.
4. Complete items on punch list and notify OWNER of completeness.
5. OWNER’s payment of final application shall terminate the contract except as provided for bonds and warranties for the guarantee period.

1.02 RELATED REQUIREMENTS

A. Section 00560; Substantial Completion
B. Section 01710; Cleaning
C. Section 01720; Project Record Documents

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01720-1 February 2109 Kernersville, North Carolina

SECTION 01720

PROJECT RECORD DOCUMENTS
PART 1 GENERAL 1.01 SECTION INCLUDES
A. The purpose of the record documents is to provide factual information regarding all
aspects of the Work, both concealed and visible, to enable future modifications to
proceed without lengthy and expensive site investigation.
B. Throughout progress of Work, maintain an accurate record of all revisions to the Work. Upon completion of Work, transfer the recorded changes to a set of record documents.
This includes, but is not limited to, all modifications to piping, roads, utilities, grading,
structures, limits of liner, and monitoring devices.

C. Submit record documents in portable document format (pdf), including record drawings, and one set of AutoCAD files acceptable to the ENGINEER upon completion of the project.

1.02 SUBMITTALS

A. Submit Record Documents to the ENGINEER prior to the Contract Date when the Work
is required to be complete and ready for final payment. Liquidated damages will apply if Record Documents and AutoCAD files are not submitted on time or are incomplete.
B. Accompany submittal with transmittal letter containing:

1. Date;
2. Project title and number;
3. CONTRACTOR’S name and address;
4. Title and number of each Record Document;
5. Signature of CONTRACTOR or his authorized representative.

PART 2 PRODUCTS Not Used
PART 3 EXECUTION

3.01 SURVEYOR

A. Employ the services of a surveyor licensed in North Carolina to determine actual

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01720-2 February 2109 Kernersville, North Carolina

locations and elevations of installed items and to prepare the record drawings.
3.02 DOCUMENTS REQUIRED

A. Maintain at the site for the OWNER one record copy of:
1. Contract Drawings, Contract Specifications, and Contract Addenda;
2. Change Orders and other Modifications to the Contract;
3. ENGINEER’S Field Orders or written instructions;
4. Approved Shop Drawings, Product Data, and Samples;
5. Field Test Records;
6. Construction photographs.
3.03 ACCURACY OF RECORDS

A. Thoroughly coordinate all changes within the record documents, making adequate and
proper entries on each page of the Specifications, each sheet of the Drawings, and other
documents, where such entry properly shows the change. Record accuracy shall be such that future searches for the constructed features may reasonably rely on information obtained from record documents.

3.04 TIMING OF ENTRIES

A. Make all entries within 24 hours after receipt of information.
3.05 SUBMITTAL
A. The ENGINEER’S approval of the current record documents shall be a prerequisite to
the ENGINEER’S approval of requests for progress payment and request for final
payment under the Contract.
3.06 PROTECTION OF DOCUMENTS
A. Maintain the job set of record documents completely protected from deterioration and
from loss and damage until completion of Work and transfer of recorded data to the final
record documents.
3.07 MAKING ENTRIES ON DOCUMENTS
A. Use an erasable colored pencil (not ink or indelible pencil) to clearly describe the change
by note and by graphic line as required. Date all entries. Highlight the entry by drawing
a “cloud” around the affected area or areas.
3.08 FORMAT OF FINAL RECORD DRAWINGS

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 01720-3 February 2109 Kernersville, North Carolina

A. Prepare Record Drawings in an AutoCAD.dwg file or .dxf file, at a minimum of 2014
format acceptable to the ENGINEER.

B. Provide one drawing showing elevations on a fifty-foot grid with 2-foot contour intervals
for the completed slope grades. Elevations shall be measured to the nearest 0.01 foot. The survey points shall include toe/top and mid-point of slope when they fall outside the 50-foot grid.

C. Provide record drawings of all structural fill areas, and final grades .

D. Include as-built locations and invert elevations of stormwater channels.
END OF SECTION 01720

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 02100-1 February 2019
Kernersville, North Carolina
SECTION 02100

SITE PREPARATION

PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED

Provide personnel, equipment, materials, and supplies to clear and grub necessary areas of the
project site.
PART 2 MATERIALS

NOT USED

PART 3 EXECUTION
3.01 Clearing and grubbing of vegetative cover shall be performed in the required areas only.
Vegetation in other areas shall be undisturbed.
3.02 All vegetation shall be removed in a manner, which maximizes the separation of
vegetative cover and topsoil or subsoil. Save topsoil for reuse in vegetative cover.

3.03 Trees and brush shall be taken down and all stumps pulled. Roots shall be removed to the fullest extent possible. All trees and brush shall be removed from the site. No burning
of the material from clearing and grubbing will be allowed on site. Contractor is
responsible for the disposal of vegetative waste from the clearing activities and dispose
off site.

3.04 Removal of all existing fences, buildings, and other structures within the limits specified
for clearing as indicated on the Contract Drawings.

END OF SECTION

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 02200-1 February 2019
Kernersville, North Carolina
SECTION 02200

EARTHWORK
PART I GENERAL 1.01 REQUIREMENTS INCLUDED

The work covered by this section of the specifications consists of furnishing all labor, equipment,
and materials to perform excavation and other earth moving operations, including construction
and maintenance of necessary haul roads, structural fills and berms. 1.02 EXCAVATION

A. Remove existing soil and vegetation in the failed slope area as required. Excavate to
firm subgrade that will support proposed structural fill. Perform proof-roll prior to
placement of fill. B. Excavate unsuitable soil materials encountered that extend below subgrade as
described above. The CONTRACTOR shall determine limits of the unsuitable
material and depth of removal. The ENGINEER and/or the CQA Consultant shall
agree to the limits before any excavation takes place.

C. Stockpile excavated soil material satisfactory for backfill until required. Place, grade and shape stockpiles for proper drainage. Install proper erosion and sediment control measures in conjunction with stockpile development.

D. Dispose of materials unsatisfactory for backfill.

E. Dispose of trash and debris, and all excess material continuously with the progress of the work.
F. Dewater excavation as necessary to provide proper protection. The excavation may
require continuously dewatering 24-hours a day by adequate pumping until
completion of backfilling.
G. Where underground streams or springs are found, provide temporary drainage and notify ENGINEER and CQA Consultant.

H. Practice extreme caution when excavating near existing facilities. The
CONTRACTOR shall repair any damage to the facilities to original condition, at no
additional cost to the OWNER.

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 02200-2 February 2019
Kernersville, North Carolina
I. Grade site to prevent surface water run-on into excavations or completed work.
J. Grade areas that receive permanent seeding below finished grades leaving space for
the vegetative support layer.

PART 2 MATERIALS
2.01 FILL MATERIAL - GENERAL

Use fill materials from onsite stockpile or borrow source approved by the ENGINEER. All fill
material used to establish grades as shown on the Drawings shall be free of debris, roots, stumps, brush, vegetation, frozen material, organic matter, rock, or gravel larger than two inches in any dimension, unless allowed by the CQA Consultant.

2.03 UNSUITABLE MATERIAL

Material such as clay mass, frozen materials, cinders, ashes, refuse, and organic material shall be construed as unsuitable material for backfill. All unsuitable material under haulroads, structural fills and berms shall be removed from the area to be filled. The limits of unsuitable material and
depth of removal shall be to firm ground as designated by the ENGINEER, see above 1.02.A.

2.05 MOISTURE CONTENT The fill material shall be compacted at moisture content within a range of 2% of the optimum moisture content. If required, the fill material shall be dried by aerating with a scarifier, disc harrow, blade or other equipment or by such other means as may be necessary. If required, the
fill material shall be wetted by the use of water trucks or sprinklers. Dried or wetted fill material
shall be thoroughly mixed to provide a material of uniform moisture content.

2.06 DEPTH AND MIXING OF FILL LAYERS The approved fill material shall be placed in layers which when compacted shall not exceed six inches (6”). Each layer shall be spread evenly and shall be thoroughly bladed and mixed during
the spreading to ensure uniformity of material in each layer.

PART 3 EXECUTION 3.01 GENERAL

Strip topsoil to full depth, stockpile separate from other excavated materials and pile free of
roots, stones, and other undesirable materials. Follow guidelines in North Carolina Erosion and
Sediment Control Handbook to prevent erosion. Any depressions caused by removal of stumps during the clearing operation shall be excavated to firm subgrade.

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 02200-3 February 2019
Kernersville, North Carolina
The CONTRACTOR shall perform all excavations described in whatever substance encountered
to dimensions and elevations shown on the drawings.

Existing utilities, structures, and fencing shall be protected during the construction period, and if
damaged or removed by the CONTRACTOR in his operations, shall be repaired or replaced. 3.02 COMPACTION OF FILL

Compaction of each layer shall be continuous over its entire area and the compaction equipment
shall make sufficient trips to insure that the required density has been obtained. After each layer
has been placed, mixed, or spread evenly, it shall be thoroughly compacted in six inch (6”) maximum compacted thickness lifts to not less than ninety-five percent (95) of maximum density (standard proctor) at a moisture of 2.0% of optimum moisture. This compaction method shall
apply to all structural fill, or embankments and for a distance at least 5 feet beyond the structural
fill area.

Compaction equipment shall be of such design that it will be able to compact the fill to the specified density. Prior to placing the fill, the CONTRACTOR shall submit to the ENGINEER, for approval, a list of compaction equipment to be used. The list shall include the type of
equipment, manufacturer and size.

If, in the opinion of the ENGINEER, any of the compaction equipment is not acceptable, the
CONTRACTOR may demonstrate the suitability of such equipment in a test area within the
prepared fill site. Fill slopes shall be compacted. Compacting operations shall be continued until the slopes are
stable but not too dense for planting and there is no appreciable amount of loose soil on the
surface. Compacting of the slopes may be done progressively in increments of three to five feet
(3’ to 5’) in fill height or after the fill is brought to its total height.
3.03 DENSITY TESTS
Field density tests will be made by an independent commercial testing laboratory of the
compaction of each layer of fill. Density test shall be taken in the compacted material below the
disturbed surface. When these tests indicate that the density of any layer of fill or portion thereof
is below the required density, that particular layer or portion shall be reworked until the required density has been obtained. Tests shall be made in accordance with Section 01400.
3.04 SURFACE WATER

The fill area shall be kept free of standing water. Sloping of the fill surface and drainage ditches
shall be provided to carry off water as it collects. Pumping of water shall be required to remove water from areas, which cannot drain naturally.

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 02200-4 February 2019
Kernersville, North Carolina

3.05 SEASONAL LIMITS

No fill material shall be placed, spread, or rolled while the ground is frozen or thawing, or during
unfavorable weather conditions. When the work is interrupted by inclement weather, fill
operations shall not be resumed until the moisture content and density of the previously placed fill are as specified.

END OF SECTION
Slope Repair & Grading Riprap Joyce Engineering, Inc.
OmniSource SE 02274-1 February 2019
Kernersville, North Carolina
SECTION 02274

RIPRAP

PART 1 GENERAL 1.01 WORK INCLUDED

A. Providing and placing riprap.

1.02 RELATED WORK A. 02200 – Earthwork

PART 2 PRODUCTS
2.01 MATERIALS A. Subgrade lining: Non-woven geotextile mat equivalent to Mirafi 1100N.

B. Riprap

1. Provide stone that is sound, tough, dense, angular, resistant to the action of air and
water, and suitable in all other respects for the purpose intended. 2. Provide stone sizes as indicated on the construction drawings. Maximum stone size
should be 1.5 x D50. Select stone for riprap from field or quarry stone. The stone
should be hard, angular, and highly weather resistant. The specific gravity of the
individual stone should be at least 2.5.
3. Grade stone so that the smaller stones are uniformly distributed throughout the mass.

PART 3 EXECUTION
3.01 PROCEDURE A. Line prepared subgrade with geotextile mat.

B. Reject mat material having defects, rips, holes, flaws, deterioration or damage during
manufacture, transportation or storage.

C. Lay mat material smooth and free from tension, stress, folds, wrinkles or creases. Overlaps shall be a minimum of 18 inches with the upper fabric overlapping the lower fabric.

Slope Repair & Grading Riprap Joyce Engineering, Inc.
OmniSource SE 02274-2 February 2019
Kernersville, North Carolina
D. Remove fabric that is displaced during riprap placement and reposition at no additional cost to the OWNER.

E. Remove fabric that is damaged during riprap placement and replace at no additional cost
to the OWNER.
F. Protect fabric from damage due to placement of riprap by limiting the height of drop of the material.

G. No more than 72 hours shall elapse from the time the fabric is unwrapped to the time the
fabric is covered with riprap.
H. Place riprap stone to the dimensions indicated on the Drawings.
I. Stone may be placed by mechanical methods, augmented by hand placing where
necessary.

J. The minimum thickness of the riprap shall be as indicated on the Drawings. The completed riprap layer shall be properly graded, dense and neat.

END OF SECTION 02274

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 02480-1 February 2019
Kernersville, North Carolina
SECTION 02480

REVEGETATION

PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED

Provide personnel, equipment and materials to landscape as required.

1.02 GUARANTEE CONTRACTOR shall be responsible for ground cover. Any area that fails to develop a
successful stand following seeding will be reseeded until a successful stand develops up to one
year after Final Completion.

PART 2 PRODUCTS
2.01 TEMPORARY SEEDING MIXTURE

SPECIES SEEDING RATE SEEDING DATES (LBS/1000 SF) 3/1-5/1 5/1-8/15 8/15-3/1 Annual Ryegrass 1.5 X --- X
Weeping Lovegrass 1.0 --- X ---
Crimson Clover 0.5 --- --- X
2.02 PERMANENT SEEDING MIXTURE
SITE SEED MIXTURES SEEDING RATE SEEDING DATES CONDITIONS (%) (LBS/1000 SF) 3/15-5/1 5/1-8/15 8/15-10/1

GENERAL Tall Fescue 50% 2 X X (1) X USE Sericea Lespedeza 30% Annual Ryegrass 20% Redtop 5%
SLOPES Crown Vetch 50% 1 X no X Perennial Ryegrass 40% Redtop 10%
NOTE: (1) After May 15, use 10 lbs./acre german millet in place of annual ryegrass or redtop. Mulch shall be dry straw, hay or other materials with prior written approval of ENGINEER. Seeds certified high in percent germination and free of noxious weeds shall be used.
Erosion control blanket shall be used in areas specified on the Contract Drawings.

Slope Repair & Grading Joyce Engineering, Inc. OmniSource SE 02480-2 February 2019
Kernersville, North Carolina
PART 3 EXECUTION
3.01 PERMANENT SEEDING

A. Permanent seeding shall be accomplished in the overburden disposal areas and in the
controlled fill areas. The required seed mixture shall be applied as soon as possible after the area is brought to final grade as per the Contract Drawings.
B. The area to be seeded shall be prepared by removing any large ruts or surface depressions
and by breaking up the surface of the soil.

C. All disturbed areas shall be seeded, fertilized, limed, and mulched as required. D. A minimum of 600 lbs./acre of 10-20-10 or 10-20-20 fertilizer shall be applied to all
disturbed areas (unless a soil test by a qualified lab proves a lesser amount adequate).

E. Lime shall be added to all soil where the pH is less than 5.5 and shall be applied at a rate
such that a standard soil pH of 6.0 is achieved. F. A fiber mulch shall be applied to total seeded areas at a rate of 1,000 to 1,500 lbs./acre.

3.02 APPLICATION OF MATERIALS

In general, materials shall be applied by hand or equipment. If hydroseeding is to be used, all
mixing shall be done at the job site and care shall be exercised to avoid damaging the seeds during mixing or application.

END OF SECTION
Prepared For:
OMNISOURCE SOUTHEAST
1426 West Mountain Street
Kernersville, NC 27284
Submitted by:
LaBella Associates
2211 West Meadowview Rd.
Suite 101
Greensboro, NC 27407
[phone]
NC License No. C-0782
Construction Quality Assurance Plan
Slope Repair and Grading
Kernersville Waste Management Facility
Permit No. 34-20
JuNE 2019
Project no. 2181909.05

CQA Plan LaBella Associates. Slope Repair & Grading i June 2019
OmniSource SE, Kernersville, North Carolina
TABLE OF CONTENTS

1. INTRODUCTION............................................................................................................... 1
A. PURPOSE ............................................................................................................................ 1
B. DEFINITIONS ...................................................................................................................... 1
C. PARTIES ............................................................................................................................. 2
D. COMMUNICATIONS AND MEETINGS ................................................................................. 3
2. EARTH MATERIALS ....................................................................................................... 4
A. INTRODUCTION .................................................................................................................. 4
B. SCOPE ................................................................................................................................ 4
C. EARTH MATERIALS CQA TESTING.................................................................................. 5
D. DOCUMENTATION/CERTIFICATION .................................................................................. 7

Table 1 Soil Testing Methods and Frequencies

CQA Plan LaBella Associates. Slope Repair & Grading 1 June 2019
OmniSource SE, Kernersville, North Carolina
CONSTRUCTION QUALITY ASSURANCE PLAN

1. INTRODUCTION
A. Purpose This plan addresses the construction quality assurance (CQA) procedures and requirements
to be employed during construction of the project. The plan is intended to supplement, but
not supersede, the Contract Drawings and Specifications; where a conflict arises, the
Contract Documents or approved Contract Drawings and Specifications shall govern.
All parties involved in the project should obtain a copy of this plan from the OWNER or ENGINEER. They should also obtain copies of any supplemental CQA documents prepared
specifically for the project.

The overall goals of the CQA program are to ensure that proper construction techniques and
procedures are employed, and to verify that the materials used meet the approved Contract Specifications. Additionally, the program shall identify and define problems that may occur during construction, allowing corrective activities to be implemented in a timely manner. At
the completion of the work, the program requires the certifying ENGINEER(s) to prepare
certification reports indicating that the facility has been constructed in accordance with the
approved design standards and Contract Specifications.

B. Definitions The following definitions are applicable to this plan:

Quality Control

Definition (ASTM D3740): - a planned system of activities, or the use of such a system, whose purpose is to provide a level of quality that meets the needs of users. The objective of quality control is to provide quality that is safe, adequate, dependable, and
economical. The overall system involves integrating the quality factors of several related
steps including: the proper specification of what is wanted, production to meet the full
intent of the specification, inspection to determine whether the resulting material,
product, service, etc… is in accordance with the Specifications, and review of usage to determine necessary revisions of Specifications.
In practice, Quality Control refers to those procedures, criteria, and tests employed and
paid for by the CONTRACTOR(s) to confirm that the work satisfies the
CONTRACTOR’s standards, and is in compliance with the Contract Drawings and
Specifications. This plan does not address Quality Control procedures, criteria, and/or tests employed by the CONTRACTOR.

CQA Plan LaBella Associates. Slope Repair & Grading 2 June 2019
OmniSource SE, Kernersville, North Carolina

Quality Assurance

Definition (ASTM D3740): - a planned system of activities whose purpose is to provide assurance that the overall quality control program is in fact being effectively implemented. The system involves a continuing evaluation of the adequacy and
effectiveness of the overall quality control program with the ability to have corrective
measures initiated where necessary. For a specific material, product, service, etc…, this
involves verifications, audits, and the evaluation of the quality factors that affect the
specification, production, inspection, and use of the product, service, system, or environment.
In practice, Quality Assurance refers to those procedures, criteria, and tests required and
paid for by the OWNER to confirm that the work performed by the CONTRACTOR(s) is
in compliance with the approved Contract Drawings and Specifications and any
additional requirements of this plan.
Layer
A layer is defined as a compacted stratum composed of several lifts constructed
without joints.

Lift A lift is defined as a segment of a layer composed of the maximum thickness of soil
permitted to be placed / compacted at one time.

C. Parties OWNER
The OWNER is the owner of the solid waste permit, and bears the ultimate responsibility
for the facility; the OWNER may or may not also be the Operator of the facility. The
OWNER shall contract and manage the CONTRACTOR(s), and the CQA consultant(s)
and laboratories. For this project, OmniSource SE is both the OWNER and Operator. ENGINEER

The ENGINEER is the official representative of the OWNER, and is responsible for the
preparation of the Contract Drawings, Technical Specifications, and CQA Plan. The
ENGINEER is a professional engineer registered in State of North Carolina and is

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OmniSource SE, Kernersville, North Carolina
responsible for the interpretation of those documents and for the resolution of technical matters that may arise during construction.

Construction Representative

The Construction Representative is a representative of the OWNER. The Construction Representative reports to the ENGINEER.
CQA Consultant

The CQA Consultant is an agency, independent from the OWNER, CONTRACTOR(s),
Manufacturer, and Installer, that is responsible for observing, testing, and documenting activities related to the Quality Assurance of the earthwork at the site. The CQA Consultant is also responsible for issuing a certification report, sealed by a registered
Professional Engineer, licensed in the State in which construction occurred.

Soils CQA Laboratory

The Soils CQA Laboratory is an agency, independent from the OWNER, CONTRACTOR(s), and Supplier, responsible for performing the required laboratory testing of the project earthwork components.

CONTRACTOR

The CONTRACTOR has the primary responsibility for ensuring that the work is performed in accordance with the Contract Drawings and Specifications developed by the ENGINEER and approved by the permitting agency. Other responsibilities include the
performance of all construction activities at the site including site facilities,
administration, material purchasing, procurement, supervision, Construction Quality
Control, installation, and subcontracting. The CONTRACTOR is responsible for the
protection of completed work until it is accepted by the OWNER. The CONTRACTOR is also responsible for informing the OWNER and Quality Assurance Consultants of the scheduling and occurrence of all construction activities.

Surveyor

The Surveyor is responsible for establishing and maintaining lines and grades and temporary benchmarks throughout all relevant areas of the construction site. The Surveyor shall issue a complete set of Record Drawings certified by a Professional Land
Surveyor, licensed in the State in which the construction occurs.

D. Communications and Meetings

CQA Plan LaBella Associates. Slope Repair & Grading 4 June 2019
OmniSource SE, Kernersville, North Carolina
Frequent and open communications are a necessary and essential component of this plan in order to achieve a high degree of coordination, cooperation, and quality in the finished
product, and to minimize or avoid delays. It is one goal of this plan to resolve problems at
the lowest possible level of authority while maintaining thorough documentation, informing
all responsible parties, and obtaining approvals as necessary or appropriate. The
documentation requirements of CQA activities are addressed in various sections of this plan. A series of meetings shall be held before, during, and after construction to facilitate planning, progress reports and problem resolution. Minutes are to be kept of all meetings as
directed by the ENGINEER. The meetings shall be as follows unless otherwise directed by
the OWNER:

• Preconstruction Meeting to be attended by consultants, contractors, significant
subcontractors and suppliers as directed by the ENGINEER.
• Bi-weekly Progress Meetings to be held as directed by the ENGINEER and to be
attended by the OWNER or Owner’s Representative, CONTRACTOR, CQA Consultant(s), and representatives of parties actively involved in the construction as designated by the ENGINEER.
• Post-Construction Resolution Meeting to be attended by consultants, contractors,
significant subcontractors and suppliers as directed by the ENGINEER.

2. EARTH MATERIALS A. Introduction
This section of the plan describes Construction Quality Assurance (CQA) procedures for the
installation of the earth material components of the project.

B. Scope General
The work addressed under this section shall facilitate proper construction of all earth
material components of the project. All work shall be constructed to the lines, grades,
and dimensions indicated on the approved Contract Drawings, in accordance with the
Contract Specifications, or as required by the OWNER or OWNER’s Representative. Organization Qualifications

Prior to commencement of the work, all organizations responsible for any portion of the
construction, Construction Quality Control, and Construction Quality Assurance shall
provide the ENGINEER upon request, with the following information, as a minimum:

CQA Plan LaBella Associates. Slope Repair & Grading 5 June 2019
OmniSource SE, Kernersville, North Carolina
 Corporate Information:
 Brief historical background; and
 Proof of insurance certificates.
 Professional capabilities:
 Summary of corporate capabilities; and
 Summary of experience with similar projects.
 Personnel:
 Lines of authority for project personnel;
 Personnel responsibilities; and
 Resumes of key personnel to be involved.

C. Earth Materials CQA Testing General

Assurance that construction of the earth material components of the project has been
performed in accordance with the approved Contract Drawings and Specifications shall
be accomplished by use of CQA testing and visual observations. Specifically, CQA
testing shall be conducted in two categories:
• Pre-construction testing; and
• Construction testing. CQA testing within these categories shall consist of the following:

• Material Evaluation and Verification;
• Construction Quality Evaluation; and
• Special Testing.
Material Evaluation/Verification Testing

Pre-construction material evaluations shall be performed on samples from potential
sources to ascertain their acceptability as construction materials. Criteria to be used for
determination of acceptability of materials for use during construction shall be as defined in the specifications and as detailed in this plan. Evaluation tests are to be performed by the CQA laboratory. Test reports shall verify compliance with or deviation from
applicable ASTM standards as outlined in Table 1 of this Plan.

Construction Quality Evaluation Testing
Construction quality evaluation shall be performed on all components of earthwork construction at the frequencies shown in Table 1. Criteria to be used for determination of
acceptability of the work shall be as identified in the Contract Specifications and as

CQA Plan LaBella Associates. Slope Repair & Grading 6 June 2019
OmniSource SE, Kernersville, North Carolina
detailed in this plan. Construction evaluation testing shall consist of visual observations of the work, in-place density/moisture content checks, investigations into the adequacy of
layer bonding and clod destruction, elevation and thickness monitoring, and special
testing. Evaluation of the construction work shall include the following:

• Observations and documentation of the water content, clod size and other
physical properties of the soil during processing, placement and compaction;
• Observation and documentation of each compacted lift’s ability to accept and
bond to subsequent lifts;
• Observation and documentation of the thickness of compacted and loosely placed
lifts;
• Observation and documentation of the performance of the compaction and heavy
hauling equipment on the construction surface (sheepsfoot penetration, pumping, cracking, etc…); and
• Observation and documentation of the effectiveness of the procedures used to prevent desiccation and/or freezing of completed lifts and layers.
The in-place density test methods shall cause minimal delay to the placement of
subsequent lifts; therefore, the nuclear method is preferred unless construction
sequencing is such that fill placement is not interrupted by sand cone testing. An
acceptable test for soils used in structural or “controlled fill” applications (i.e. embankments, berms, backfill, soil liner, subgrade, etc.) shall be defined as one, which meets or exceeds the specified minimum density within the specified moisture range.

If there is any question as to the classification of the tested soil, and hence the
appropriateness of a given moisture-density plot, a “one-point” Standard Proctor
compaction test shall be performed for comparison with the available plots. The optimum moisture content and maximum dry density extrapolated from the one-point test result must fall on or near the plotted line of optimums for the classification of a soil to
be confirmed. For controlled fill, the reference maximum dry density can be adjusted to
accommodate the one-point data.

Questions concerning the accuracy of any single test shall be addressed by retesting in that or another representative location. Periodic sand cone or drive cylinder testing shall be performed to verify the adequacy of the nuclear gauge testing at the frequencies
designated in Table 1. If a conflict exists between the sand cone or drive cylinder testing
and the corresponding nuclear density test results, then the sand cone and/or drive
cylinder results shall control.

It is important to bond lifts together to the greatest extent possible. Bonding of lifts is enhanced by:
• Ensuring that the surface of the previously compacted lift (or subgrade) is rough
before placing the new lift of soil;

CQA Plan LaBella Associates. Slope Repair & Grading 7 June 2019
OmniSource SE, Kernersville, North Carolina
• Adding moisture to the previously compacted lift (or subgrade); and
• Using a fully penetrating footed roller.
Evaluation of lift bonding in soil liner and similar applications shall be done by using test pits or auger holes to visually observe the lift interfaces. Alternatively, Shelby tubes
pushed through the lift interfaces can be visually inspected for proper lift bonding.

Special Testing
No special testing of earth materials is required for this project.

D. Documentation/Certification

General
The CQA Consultant shall document the activities associated with the construction of the earth material components of the project. Such documentation shall include, as a
minimum, daily reports of construction activities and a summary technical report on the
construction project. Documentation and reporting shall meet all requirements of the
Contract Specifications and this CQA Plan.
Construction Monitoring
Construction of earth material components of the project shall be monitored and
documented by a CQA consultant. All soils laboratory testing shall be performed and
documented by an independent testing laboratory working under the direction of the
CQA consultant. Written daily documents shall include a record of observations, test data sheets,
identification of problems encountered during construction, corrective measures taken,
weather conditions, and personnel and equipment on site.

Certification The CQA consultant(s) shall prepare a certification report addressing each major item
identified above for each phase of construction under their areas of responsibility.
Certification reports required by regulatory agencies shall also be prepared and submitted
as required.

Certification shall include assessments of compliance with the Contract Drawings and Specifications and the results of the physical sampling and testing. At a minimum, the certification report shall include:

• Copies of all daily CQA field reports;

CQA Plan LaBella Associates. Slope Repair & Grading 8 June 2019
OmniSource SE, Kernersville, North Carolina
• Results of all field testing including drawings depicting the locations of
construction testing when appropriate;
• Results of all laboratory testing;
• Communications and Meetings;
• Photographic record of the project including representative photographs of each
major construction activity; and
• Certification statement assessing compliance and deviations to the approved
CQA Plan, the Contract Drawings and Specifications, and non-conformance
matters and resolutions, sealed by a professional engineer, licensed in the State in which construction occurs.

END OF CONSTRUCTION QUALITY ASSURANCE PLAN

TABLE 1 – SOIL TESTING METHODS AND FREQUENCIES
Test Method Structural Fill
Index Construction
Particle Size Analysis of Soils ASTM D422 1/Material 1/10,000 CY
Unified Soil Classification System ASTM D2487 1/Material 1/10,000 CY
Moisture Content of Soil Lab Method ASTM D2216 1/Material 1/10,000 CY
Atterberg Limits ASTM D4318 1/Material NA
Specific Gravity ASTM D854 1/Material NA
Standard Proctor ASTM D698 1/Material 1/10,000 CY
In-place Density by Drive Cylinder ASTM D2937 or Sand Cone ASTM D 1556 NA 1/1,000 CY
In-place Density by Nuclear Method ASTM D2922 NA 1/1,000 CY
In-place Moisture by Nuclear Method
ASTM D3017 NA 1/1,000 CY
Soil Moisture By Direct Heating ASTM D4959 NA 1/1,000 CY
Undisturbed Hydraulic Conductivity ASTM D5084 NA NA
Laboratory Compacted Hydraulic Conductivity ASTM D5084 NA NA
Direct Shear Test Under Consolidated Drained Conditions ASTM D3080 1/Material NA

CONTRACTOR/SUPPLIER
SAFETY PROGRAM HANDBOOK

Revision Date: 11/18/2014
1

TABLE OF CONTENTS

A Introduction ………………………………………………………….2
B Insurance and Hold Harmless/Indemnification Agreement ………….2
C Safety Policy ………………………………………………………….3
D General Safety ………………………………………………………….3
1 Awareness ………………………………………………….3
2 Personal Conduct ………………………………………………….3
3 Smoking ………………………………………………….3
4 Housekeeping ………………………………………………….3
5 Waste Disposal ………………………………………………….4
6 Prohibited Items ………………………………………………….4
7 Eye Protection ………………………………………………….4
8 Foot Protection ………………………………………………….4
9 Hard hats ………………………………………………….4
10 Work Clothing ………………………………………………….4
11 Hearing Protection ………………………………………….4
12 Other Personal Protective Equipment ………………………….5
13 Tools and Equipment ……………………………………...…..5
14 Fire Safety ………………………………...………..5
15 Emergency Action ……...….………...……………..5
16 First Aid/Medical Treatment ……………....…...……………..6
17 Hazard Communication/Chemical Safety ……….…..……..6
E Cardinal Life Saving Safety Rules …………………………...……..7
1 Lockout/Tagout …………….……………...…….7
2 Confined Space Entry ………………..…………...……8
3 Four Foot Fall Protection …………………...……...……...9
4 Mobile Equipment Operation …………..……………….....…10
5 Machine Guarding ………………………………...11
F Conclusion ……………………………………………………..….12
Appendix A – OmniSource Safety Managers Contact List ………………...…..…..13
Appendix B – Hold Harmless and Indemnification Agreement ……………….…….14
Appendix C – Contractor Safety Program Handbook Acknowledgement Form …....15

2

A. INTRODUCTION

Welcome to OmniSource Corporation. As a contractor/supplier of OmniSource, we are
concerned about your employees as well as our own. Therefore, we feel it is important
that you and your employees understand the Safety Guidelines that have been established
to protect the wellbeing of all persons entering our facilities. Throughout this handbook
you will find the various safety programs established by OmniSource, and what we will
expect from your employees while working at any of our facilities.

It is not possible to cover every situation or “guideline” in this handbook. It is the
responsibility of the contractor to ensure their subcontractors follow these same
requirements. If you have questions concerning any safety issue, please contact the
OmniSource Project Manager, Purchasing Manager, Location Manager or the designated
Environmental, Health & Safety (EHS) Manager. Specific EHS contact information is
included in Appendix A of this document.

B. INSURANCE AND HOLD HARMLESS/INDEMNIFICATION AGREEMENT

Contractors (and subcontractors) are required to supply OmniSource with a current
certificate of insurance and agree to the Hold Harmless and Indemnification Agreement
(Appendix B). OmniSource or subsidiary must be named as additional insured providing
coverage for the contracted work. Minimum liability amounts (see below) must be met as
specified. If officers or directors of the contractor work on-site, then officers and
directors must be covered by the contractor’s Worker Compensation insurance. If the
contractor fails to pay a premium for insurance required by this paragraph before it
becomes due, OmniSource may pay the premium and deduct the amount paid from any
payments due the contractor and recover the balance from the contractor directly.

OmniSource Minimum Liability Requirements

Type of Work Minimum Liability Umbrella Liability
General Maintenance
Includes but is not limited to: cleaning,
landscape and lawn maintenance work, snow
plowing, delivery service.
$500,000.00 $500,000.00
General Construction
Includes but is not limited to: cement pads,
office painting, welding, unassisted
maintenance work on equipment.
$500,000.00 $1,000,000.00
Heavy Construction
Includes but is not limited to: excavation work,
building painting above ground level, building
repairs, assisted maintenance work on
equipment, any work higher than ground level.
$1,000,000.00 $3,000,000.00
Special Construction
Includes but is not limited to: electrical work,
natural gas work, roof repairs & replacement,
demolition work, crane and rigging work.
$1,000,000.00 $5,000,000.00
3

C. SAFETY POLICY

The objective of the OmniSource safety policy is to maximize operational effectiveness
while minimizing or eliminating unsafe behavior and conditions through active employee
involvement. Our goal is to minimize hazards through education, awareness, and
proactive operating procedures.

Our workforce is our most important resource. Keeping our employees healthy in both
body and mind provides us with the tools necessary to create a quality work life. This
enables us to remain competitive in our industry and provides job security for our
employees.

D. GENERAL SAFETY

You are required to observe all applicable Local, State, and Federal Health and Safety
Laws and Regulations at all times while performing work at OmniSource. It is expected
that you will train all employees in your control on the guidelines in this handbook and
any specific safety procedures related to your job site. OmniSource Management has the
authority to enforce such regulations and guidelines.

1. Awareness: It is important that your employees are aware of their surroundings at all
times while working at OmniSource. We have a large volume of commercial
vehicles and privately owned vehicles entering and exiting our facility throughout the
day. We have a number of heavy equipment machinery in operation including, but
not limited to cranes, material handlers, front end loaders, skid steers, and forklifts
performing various jobs and tasks throughout the facility. With all of this in mind, it
is imperative that all personnel are aware of surroundings at all times. High visibility
apparel (hart hat, vests, shirts, jackets) may be required in certain areas of operation.

2. Personal Conduct: Horseplay and practical jokes are disruptive to the workplace
and can cause injury to yourself and other employees. Any degree of harassment or
violent or threatening conduct or any other conduct which creates an intimidating,
hostile or offensive environment will not be tolerated.

3. Smoking: OmniSource locations have “Designated Smoking” and “No Smoking”
areas. Smokers should consult their OmniSource representative for the designated
smoking areas at each facility.

4. Housekeeping: Good housekeeping is essential to safety. Work areas shall be
maintained in a neat and orderly condition.
a. Material should never be left where it could cause a safety hazard.
b. Keep all aisles, walkways, stairways, driveways and exits free from obstructions
such as debris, tools other equipment at all times.
c. Consume food and beverages in designated areas. Pay attention to warning signs
which prohibit food/beverages in specific areas.
4

d. Do not run temporary extension cords near water or oil or across aisles, thru
doorways or windows. Inspect cords for kinks, worn insulation and exposed
wires before each use.
e. Observe all posted warning signs and maintain them in a clean, legible state.
f. Keep every floor, working platform and passageway free of protruding nails,
splinters, loose boards and open floor holes.
g. Cover or barricade off all trenches, pits or sumps at all times.
h. Stack materials and supplies orderly and secure them so they don’t topple over.

5. Waste Disposal: Contractor is responsible for proper waste disposal of all waste
materials generated by its activities at an OmniSource facility. Contractor shall
consult with their OmniSource representative prior to disposing of any wastes. This
includes non-hazardous as well as hazardous wastes. Certain cases may require the
involvement of OmniSource EHS Department.
6. Prohibited Items: Alcohol, drugs, controlled substances and firearms are strictly
prohibited from OmniSource property.

7. Eye Protection: Industrial quality (ANSI Z87) safety glasses with side shields are
required at all times while in any production or maintenance area of OmniSource.
Other eye protection, such as welding helmets, goggles, or face shields must be worn
for specific hazards such as welding, torching, or grinding.

8. Foot Protection: Steel toed boots (puncture resistant soles preferred in some
facilities) are required for all contractors performing work at OmniSource. Rubber
boots with steel toes and shanks are acceptable when working in wet/muddy
conditions. Steel toed athletic type shoes, loafers or any open toed shoes are not
allowed in the production or maintenance areas.

9. Hardhats: ANSI approved hard hats will be worn in all production and maintenance
areas and in any other areas where an overhead hazard is present.

10. Work Clothing: Clothing should be suitable for the environment in which you are
working. Clothing should provide personal protection and not create a hazard when
working around moving equipment (excessively loose or baggy). Shorts and tank
tops are prohibited. Additionally, anyone performing hot work, including, but not
limited to welding, torching and electrical shall not wear any synthetic material
clothing (polyester, rayon, nylon, cotton-poly blend). Appropriate material would be
cotton or other fire resistant material.

11. Hearing Protection: Hearing protection shall be worn when working in an area
where noise levels are above 85 dBA or labeled as “Hearing Protection Required”
area. As a general rule if you have to raise your voice to talk to someone close by,
you should wear hearing protection such as ear plugs or ear muffs with appropriate
NR rating.

5

12. Other Personal Protective Equipment: Other types of personal protective
equipment (respiratory protection, fire retardant clothing, long sleeved shirts, gloves,
and fall protection) may be appropriate depending on the type of work being
performed and the exposures associated with the task. Contact your local EHS
Manager.

13. Tools and Equipment: All tools and equipment used at an OmniSource facility
must be in safe working order. This includes all hand tools, power tools, extension
cords, ladders, torching / welding equipment, etc. Compressed gas cylinders shall be
properly secured, stored and transported. Contractors are not to use OmniSource
tools or other equipment without onsite OmniSource Management approval.

14. Fire Safety: Prior to performing any Hot Work, a Hot Work Permit must be obtained
from a designated OmniSource Hot Work Supervisor. Contractor must provide a Fire
Watch and Extinguishers as specified on the permit.
a. When welding, cutting, grinding or performing other tasks that produce a source
of ignition, it is important that you are aware of the location of the following
flammable/combustible items found within our facilities and observe the no
smoking signs and rules around:
 Shredder fluff/residue
 Rubber belt conveyors
 Fuel storage
 Oils and greases
 Oily or greasy rags
 Paper and cardboard
 Pallets
b. In the event of a fire please follow these steps:
 If it is a small fire, try to suppress or contain it. Additional fire extinguishers
have been placed in many areas of the facility.
 If the fire is large, or you are unsure, call 911 then immediately contact
OmniSource Management or EHS Manager.

15. Emergency Action: In the event of an emergency requiring shelter or evacuation,
please follow the guidelines below. As with any emergency, it is important to
communicate to management immediately the specific details. Refer to the site
specific Emergency Action Plan for shelter and rally point locations.
a. Tornado/Severe Weather – In the event of a tornado or other severe weather,
seek immediate shelter in the facility’s designated shelter area(s).
b. Natural Gas or Propane Leak – In the event when a natural gas or propane leak
is detected, immediately contact OmniSource Management or EHS Manager so
appropriate municipality will be contacted. The area where the gas leak is
detected will be evacuated. No one will be allowed to return to the area until
authorized by the gas company or the fire department in charge of the scene.

6

c. Bomb Threat – In the event of a bomb threat contractors will be notified and the
area where bomb threat pertains to will be evacuated. Authorities will be notified
by OmniSource Management or EHS Manager. No one will reenter the area until
an all-clear indication is given by the authorities.

16. First Aid/Medical Treatment: If a contractor employee is injured while performing
work at OmniSource, these steps should be followed:
a. Report the incident to supervision and provide first aid treatment immediately. It
is recommended that you provide your own first aid supplies. If needed, first aid
cabinets are located at each facility. Ask facility management for the specific
location.
b. In the case of a medical emergency, 911 will be notified immediately. Contractor
will be notified and provided all known information.
c. OmniSource will conduct an incident investigation for any injury sustained by
contractor employee requiring medical attention.
d. The accident investigation process will require an investigation form to be
completed by the injured employee and the immediate supervisor.

17. Hazard Communication/Chemical Safety
a. The OmniSource Hazard Communication Program, along with all Safety Data
Sheets (SDS), is readily available at all OmniSource facilities. Contact facility
management for the specific location.
b. If your job at OmniSource requires you to bring any chemicals or potentially
hazardous material onto OmniSource property, an SDS must be provided to the
facility manager for such items.
c. It is your responsibility to read the SDS and use the material in the manner for
which it is produced.
d. Contractor shall ensure that all containers brought on site are properly labeled.
e. You must strictly follow chemical handling procedures to prevent the release of
any chemicals into the environment, including the soil, storm water
drains/retention areas, sewer system and the air.
f. Contractor shall report all spills and releases, regardless of quantity, to its
OmniSource representative immediately, and without endangering any
individuals, take whatever steps possible to contain the spilled material.

7

E. CARDINAL LIFE SAVING SAFETY RULES

The below safety rules are considered “Cardinal Safety Rules” by OmniSource due to
their importance in preserving lives and employee wellbeing, and will therefore be
strictly enforced to all parties conducting business on our premises. Non-compliance
with the Cardinal Rules will result in employee or company expulsion from site.

1. Lockout/Tagout: OmniSource has developed procedures for isolating and securing
energy sources for equipment located at its various facilities. Contractors are
expected to follow these procedures. You will provide your own locks and tags,
which identify both your company and the individual controlling the lock. Each
person working on equipment must place and remove his/her own lock and tag. The
procedures for locking out OmniSource equipment should be reviewed and verified
with facility management.

a. Only contractors trained with accordance with OSHA 29CFR 1910.147 are
permitted to conduct LOTO procedures at OmniSource facilities.
b. Servicing, repairing, or maintaining energized equipment requires approved
OmniSource LOTO procedures.
c. Energy may come in many forms, including but not limited to: electrical,
hydraulic, thermal, mechanical, pneumatic, and gravity.
d. Assume all wires, conductors, and other electrical equipment are energized.
e. Do not alter safety features of fuses, circuit breakers, or other electrical
equipment.
f. Locks and tags selected and issued for LOTO under this policy shall be used for
no other purpose than LOTO.
g. A contractor who has left a lock and/or tag in place and cannot be contacted to
remove the lock and/or tag personally may have his/her lock and/or tag removed
by the contractor’s supervisor once verification has been made that the contractor
is not on site.
h. When locking out a machine or piece of equipment, contractors should complete
the following steps:
 Prepare for shutdown.
 Notify affected employees of shutdown.
 Shut down machine following normal procedures.
 De-energize or isolate the power source(s).
 Apply locking device to energy control device.
 Verify isolation (try out to start equipment) to make certain there is no
residual energy.
 Each employee is responsible for locking out and tagging out each piece of
equipment on which he/she is performing work that places the employee in a
position of injury in the event of a start up or movement of that equipment or
machinery.
 Each employee’s supervisor has the responsibility to ensure that those
employees who have such assigned duties are trained and understand the
procedures and potential ramifications in the procedures are violated.
8

2. Confined Space Entry: If your work requires your employees to enter a confined
space, you must first contact the EHS Manager or OmniSource Management to
determine if the space entry requires a Confined Space Permit. If so, only Confined
Space trained contracted employees are authorized to conduct such work.

a. A Confined Space is defined as
 An area that has limited or restricted means of entry or exit.
 Is large enough for a person to enter.
 Is not intended for continuous human occupancy.
b. A Permit Required Confined Space has one of the following hazards
 Contains or has potential to contain hazardous material in the atmosphere
(carbon monoxide, oxygen enriched/deficient, chemicals)
 Contains a material that has the potential of engulfing an entrant
 Has an internal configuration such that an entrant could be trapped by
inwardly converging walls or by a floor which slopes or tapers to smaller
cross-section
 Contains any other recognized serious safety or health hazard (electrical
exposure, heat stress, moving parts)
c. Each potential confined space must be evaluated through a hazard assessment
form to determine if it requires a permit to be used.
d. All indentified confined spaces must be labeled at the entry point with either a
“Confined Space” or “Permit Required Confined Space”
e. Under certain conditions a Permit Required Confined Space can be reclassified as
a Non Permit Required Confined Space through a “Permit Required Confined
Space Reclassification Form”
f. Entry supervisor or EHS Manager must approve all confined space entries and
activities in a Permit Required Confined Space.
g. Issued Confined Space Entry Permits must be completed and signed by trained
contractors prior to and after any Permit Required Confined Space entry.
h. A calibrated air monitoring unit must be used for Permit Required Confined
Space entry.
i. Rescue equipment and personnel must be in place prior to performing a Permit
Required Confined Space Entry.
j. All confined space permits must be posted at the entrance of the confined space
and are valid for a maximum of the remainder of the shift (12 hours)
k. If the confined space activity is abandoned for more than 20 minutes, the permit
must be re-validated.
l. All completed Confined Space Entry Permits shall be retained for audit purposes.

9

3. Four Foot Fall Protection
When the use of fall protection is necessary to protect against a fall of greater than 4 feet,
a competent (fall protection trained) person shall oversee the job/project.
OSHA defines a competent person as a person who is capable of identifying existing and
predictable hazards in the surroundings or identifying working conditions which are
hazardous or dangerous to employees, and who has authorization to take prompt
corrective measures to eliminate them.

a. 100% Tie Off Required
 Use only harnesses of approved design with lanyards properly attached and
adjusted to allow for minimum drop in case of a fall.
 Applies if workers are exposed to falls from heights of less than 4 feet under
certain particularly hazardous circumstances, such as equipment or object
imposing an impalement hazard or fall into bailing chamber, shredder mill or
on to an active conveyor line.
b. ANSI Z359 Approved Personal Protective Equipment Required
 Full body harnesses and lanyard in clean/good condition are required.
 The use of body belts is prohibited.
 For fall arrest the attachment point of the harness is the center D-ring on the
back.
 For fall restraint side D-rings may be used.
 Harnesses or lanyards that have been subjected to an impact load shall be
taken out of service.
 Load testing shall not be performed on fall protection equipment.
 All PPE devices must be worn with proper (snug) fit.
 Lanyards should be attached and adjusted to allow only a minimum free fall
distance in case of a fall.
c. Roof Access Permit Use
 Prior to gaining access onto any roof, a Roof Access Permit must be initiated
by OmniSource Management or EHS Manager, approved and completed.
d. Connecting Devices
 This device may be a rope or web lanyard, rope grab, or retractable lifeline.
 Only locking snap-hooks may be used.
 Lanyards and vertical lifelines need a minimum breaking strength of 5,000
pounds.
 Lanyards may not be clipped back to itself, unless specifically designed to do
so.
 Lanyards need to be protected against being cut or damaged by abrasions or
scrapes.
e. Anchorage Points
 Certified anchor points designed to withstand calculated fall forces are
preferred.
 Uncertified anchor points must be capable of withstanding a 5000 lb. load.
 Anchor point must be easily accessible to avoid fall hazards during hook up.
10

 Direct tying off around sharp edged structures can reduce breaking strength
by 70% therefore; chafing pads or abrasion straps must be used around sharp
edged structures to prevent cutting action against safety lanyards or lifelines.
 Structures used as anchor points must be at worker’s shoulder level or higher
to limit free fall to 6 feet or less and prevent contact with a lower level.
 Choose structures for anchor points that will prevent swing fall hazards.
Potentially dangerous “pendulum” like swing falls can result when a worker
moves horizontally away from a fixed anchor point and falls. The arc of the
swing produces as much energy as a vertical free fall and the hazard of
swinging into an obstruction becomes a major factor.
f. Inspection of Fall Protection Equipment
 All fall protection PPE shall be inspected before each use in accordance with
the manufacturer’s instructions. Any deficiencies shall result in the PPE
taken out of service.

4. Mobile Equipment Operation: Training must be conducted for all contract
personnel that will be operating mobile equipment (forklifts, aerial lifts, skid steers,
cranes, etc) on OmniSource property. Contractor will provide equipment that is
properly inspected and in good operating condition. Any operation of OmniSource
equipment by contractor will be at the discretion of OmniSource Management and the
privileges of operation may be revoked at any time.
a. Basic guidelines to follow include:
 Be aware of and yield to ground personnel and other equipment.
 Seatbelts must be worn at all times.
 Body harness and lanyards must be used during any operation of aerial lift
platforms.
 Other than the operator, there is to be no riding on mobile equipment.
 Rigging devices must be inspected and in good condition.
 No one is to be under a suspended load at any time.
 All body parts must remain inside the equipment during operation.
 Be aware of the blind spots the equipment has.
 All applicable Personal Protective Equipment must be worn during operation.
b. Operators Responsibilities
 Will follow all OmniSource plant rules.
 Will use the equipment and all attachments within the scope of use by the
manufacturer.
 Will perform required daily P.M. inspections prior to use.
 Do not operate near employees unless they are at a safe distance and visible.
 The operator is responsible for the safety of any mobile equipment and for the
safety of employees in its vicinity.
 Operators must commit full attention to the job at hand, absolutely no using a
cell phone, text messaging or personal music players with headphones when
operating equipment.
11

 Always wear your seatbelt while operating mobile equipment equipped with
them.
 When defects are found that affect the safe operation of any mobile
equipment, do not operate this machine until it is safe to do so. Report it
immediately to your supervisor.
 Will report all incidents, damages or near misses to the supervisor.
 When fueling mobile equipment, the ignition must be shut off, and proper
PPE (face shield and neoprene gloves) must be used when
connecting/disconnecting propane cylinders.
 Always use three-point contact to properly climb in and out of the equipment
 Always do a visual inspection of any mobile equipment before operating it if
it is shared during the day.
 Operators must make sure trailers have wheels blocked and brakes set or jack
stand in place before loading or unloading.
 Will report any changes in health or use of medication that may interfere with
the safe operation of any mobile equipment to their Supervisor prior to the
operation of that equipment.
 Never operate any equipment under the influence of any drugs or alcohol.

5. Machine Guarding
a. General Rules
 Any machine part, function or process that may cause injury must be
safeguarded.
 When the operation of a machine or accidental contact within can injure the
operator or others in the vicinity, the hazards must be either controlled or
eliminated.
b. Point of Operation Safeguarding
 The point at which cutting, shaping, boaring or forming by a machine is
accomplished upon stock and other points that may offer a hazard to the
operator when inserting or manipulating stock in the operation of the
machine must be safe guarded.
c. Power Transmission Apparatus Safeguarding
 All components (flywheels, pulleys, belts, couplings, cams, spindles chains,
cranks, gears, and drive shafts) of the mechanical system that transmits
energy to the part of the machine performing the work should be guarded.
d. Other Safeguarding
 All parts of the machine that move (reciprocating, rotating and transverse
moving parts and auxiliary parts) while the machine is working must be
guarded. This process applies to all drums, rollers, pulleys, rotating shafts,
pinch points, nip points and other moving parts.
 Moving parts must be guarded in such a way that contact with such parts is
physically impossible, when such parts are less than 7 feet above walking or
working surface. (Allowable height measurement is made from the nearest
working surface, not from the ground)
12

 Under no circumstances may any equipment be operated when any element
of the machine guarding is either missing or damaged is a way that
compromises its effectiveness.
 Every contractor is responsible to make sure that the machine guards are in
place prior to operation of any piece of equipment.
 When performing maintenance type of activities and guarding must be
removed, LOTO procedures must be followed.
 After the maintenance activity is completed guard must be replaced.
 All safety guards must be in place as designed by the manufacturer before
starting any machinery.

F. CONCLUSION
This handbook does not include all Safety Guidelines. It is your responsibility to ensure
that you and your employees are working “SAFELY OR NOT AT ALL”. Through
safety conscious management of the project and by working together, we can eliminate or
minimize most hazards. It is extremely important that you understand how each task is to
be done safely and, if you do not know, stop and ask before you begin the task. Your
safety, the safety of your employees, subcontractors, and the safety of OmniSource
employees can be accomplished only through your constant efforts.
13

Appendix A
OmniSource Safety Managers Contact List
Name Email Office Phone No. Cell Phone No.
Greg Kadziolka [e-mail] 260-423-8541 260-438-4447
Corporate - Fort Wayne IN
Eric Archbold [e-mail] 260-427-5359 260-515-3736
Northern Indiana (Auburn, Goshen, Fort Wayne – Plant 2 Fe, Fort Wayne – Eastside, South Bend, Bourbon,
Columbia City, Waterloo, Marion, Elkhart, Peru, Kokomo)
Kevin Gross [e-mail] 517-817-2771 517-605-0697
Michigan (Jackson, Adrian, Jonesville, Bay City, Kalamazoo, Three Rivers, Saginaw, Charlotte, Coldwater, Sturgis)
Andrew Mallory [e-mail] 317-381-5853 260-417-1344
Southern Indiana (Indianapolis - Holt Rd, Oliver St, Northside, Keystone Ave; Greencastle, Jeffersonville, Muncie)
Josh Fausnaugh [e-mail] 260-748-7841 260-450-9288
Superior Aluminum Alloys – New Haven, IN
David Lesher [e-mail] 260-439-8164 260-438-8050
Nonferrous (Fort Wayne – Plant 2 NF, Taylor St, Vicksburg Pike, Media, Stainless; Toledo NF – Hill Ave).
SDI LaFarga – New Haven, IN
Justin Eccleston [e-mail] 419-324-8378 419-343-4253
Northern Ohio (Toledo Fe – Detroit Ave, Lagrange St, AMR; Ecorse)
Scrap Management (Wayne, Warren, Belvidere, Sterling, Kenwall, Clyde, Shiloh)
Omni Auto – Macedonia, OH
Eric Murray [e-mail] 419-993-6821 260-403-9435
Mid Ohio (Lima, Mansfield, St. Mary's, Defiance)
Rich Davis [e-mail] 864-661-1808 336-517-4748
North Carolina/Virginia (Kernersville, Kernersville 2nd Pass, Winston-Salem, Montvale, Rocky Mount, Vinton)
Wade Baily [e-mail] 336-996-2350 215-850-6167
North Carolina/Virginia (Smithfield, Wilmington, Raeford, Lumberton, Fayetteville)
David Campbell [e-mail] 864-486-5941 864-415-4341
South Carolina (Spartanburg – Nazareth Church Rd, 2nd Pass, Ashville Highway; Berea, Wellford)
Tracy Shealy [e-mail] 803-799-3582 ext: 1030 803-315-7362
South Carolina (Clinton, Cayce, Columbia, Charlotte)
Nicole Laskoski [e-mail] 706-613-5201 717-448-7867
Georgia (Athens, Greenwood, Liberty, Fitzgerald)
Wes Martin [e-mail] 423-928-1609 ext: 3121 423-557-4125
Tennessee (Johnson City, Elizabethon, Kingsport, Mountain City, White Pine, Bristol, Mooresburg)

Rev Nov 2014

14

Appendix B

HOLD HARMLESS AND INDEMNIFICATION AGREEMENT

The undersigned contractor (“Contractor”), for and in consideration of the award of a contract to
provide services and/or materials to OmniSource Corporation or its affiliates, agrees as follows:

1. Indemnification. Contractor, for itself and its employees and workers, agrees to indemnify,
hold harmless, defend, release and forever discharge OmniSource Corporation and its affiliates and their
officers, agents, employees and any person or persons under their control (hereinafter collectively
“Indemnitee”) from and against any and all liability, damages, claims, demands, actions, losses, costs or
expenses (including attorney’s fees and costs) of any kind whatsoever for which the Indemnitee incurs or
becomes obligated or is alleged to be obligated to pay, arising out of or in any way connected with physical
or mental injury (including death at any time resulting therefrom) or damages to property (including loss of
use thereof) if any such physical or mental injury or property damage arose or is alleged to have arisen out
of or in connection with work Contractor is performing or did perform for Indemnitee, whether or not such
physical or mental injury or property damage was caused or was alleged to have been caused or contributed
to, in whole or in part, by the negligence of the Indemnitee or by any act or omission of any other entity,
and whether or not the Indemnitee may become liable for physical or mental injury or property damage by
operation of law or statute.

2. Contractor Insurance and Safety Policy. Contractor acknowledges that it has received the
OmniSource Contractor Insurance and Safety Policy and agrees to keep in force all insurance coverage’s
specified in said policy and to otherwise abide by and/or comply with the terms of said policy.

3. Continued Effect. This Hold Harmless and Indemnification Agreement shall survive
Contractor’s performance of services and/or delivery of material and shall continue in full force and effect
with respect to any future services performed and/or materials delivered by Contractor to or for
OmniSource or its affiliates. Contractor may, however, terminate this Hold Harmless Agreement by
providing at least thirty (30) days written notice of termination to OmniSource Corporation, 7575 W.
Jefferson Blvd, Fort Wayne, Indiana 46804, Attention: Corporate Safety Manager. Any such termination
shall operate prospectively only and shall not terminate or limit Contractor’s liability arising out of services
already performed or materials delivered. In the event of any such termination, OmniSource and its
affiliates shall also have the right to terminate any contractual relationship with Contractor without cost or
penalty.

4. Representation of Contractor Representative. The undersigned Contractor representative
hereby represents and warrants that he/she has full power and authority to execute this Agreement on
behalf of Contractor and that this Agreement will be binding on and enforceable against Contractor.

5. Conflicting Provisions. In the event of any conflict between the terms of this Agreement and
any other Purchase Order, authorization of work, or contract (written or oral) between Contractor and
OmniSource Corporation, the terms of this Agreement shall govern.

_____________________________________ ________________________
Name of Contractor Date

_____________________________________ ________________________
Signature of Contractor Representative Contractor Telephone Number

_____________________________________ ________________________
Printed Name of Contractor Representative OmniSource Representative

Rev Nov 2014

15
Appendix C
OmniSource Contractor/Supplier Safety Program Handbook
Acknowledgement Form
CONTRACTOR/SUPPLIER: I have read the guidelines set forth in this handbook,
and understand that the organization I represent will be held responsible for
maintaining compliance with all of the above guidelines.
Organization: ____________________________________
Representative (print): ____________________________________
Title: ____________________________________
Signature: ____________________________________
Date: ____________________________________
OmniSource Representative:
Name (print): ____________________________________
Title: ____________________________________
Plant/Division: ____________________________________
Signature: ____________________________________
Date: ____________________________________
AUTODESK ® STORM AND SANITARY ANALYSIS 2018
OUTPUT REPORTS
(10-YEAR STORM EVENT)
Job:Omnisource Kernersville LF Slope Repair
Job Number: 2181909
Calculated By: KN Date: 3/25/2019
Checked By: LB Date: 3/25/2019
Subject: SCC & Bench Summary Sheet
Sheet: 1 of 1
Purpose: Summary of the depth and velocity during peak flow for the stormwater conveyance channel and landfill bench
Channel ID Flow Source
Peak 10 yr
Flow [cfs]Slope
Total Flow
Depth (10 yr
storm) [ft]
Velocity
(10 yr storm)
[ft/s]
Total Flow
Depth (25 yr
storm) [ft]
Shear
(lbs/ft2)
Temporary
Erosion
Control
Permanent
Erosion
Control
SCC-1 DA-01, DA-04 12.6 5.4% 0.24 7.1 0.26 0.8 Straw with net Vegetation
Berm-1 DA-02 0.7 3.2% 0.18 3.0 0.19 0.4 Jute mat Vegetation
Autodesk Storm and Sanitary AnalysisAutodesk Storm and Sanitary Analysis
Project Description
03.22.2019 OmniSource Kville_kn.SPF
Project Options
CFSElevationSCS TR-55
SCS TR-55
Kinematic Wave
YES
YES
Analysis Options
Mar 25, 2019 00:00:00Mar 29, 2019 00:00:00
Mar 25, 2019 00:00:00
0 days
0 01:00:00 days hh:mm:ss
0 00:05:00 days hh:mm:ss
0 00:05:00 days hh:mm:ss
30 seconds
Number of Elements
Qty
1
4
8
6
2
0
0
0
633000000
Rainfall Details
SN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall RainfallIDSourceIDTypeUnitsPeriodDepthDistribution(years)(inches)1 Time Series 10 yr storm Cumulative inches North Carolina Forsyth 10 5.10 SCS Type II 24-hr
Outlets ................................................Pollutants ....................................................Land Uses ...................................................
Links.............................................................
Channels ............................................
Pipes ..................................................
Pumps ................................................
Orifices ...............................................
Weirs ..................................................
Nodes...........................................................
Junctions ............................................
Outfalls ...............................................
Flow Diversions ..................................
Inlets ...................................................
Storage Nodes ...................................
Runoff (Dry Weather) Time Step ................
Runoff (Wet Weather) Time Step ...............
Reporting Time Step ...................................
Routing Time Step ......................................
Rain Gages .................................................
Subbasins....................................................
Enable Overflow Ponding at Nodes ............
Skip Steady State Analysis Time Periods ...
Start Analysis On ........................................End Analysis On ..........................................
Start Reporting On ......................................
Antecedent Dry Days ..................................
File Name ....................................................
Flow Units ...................................................Elevation Type ............................................Hydrology Method .......................................
Time of Concentration (TOC) Method ........
Link Routing Method ...................................
Subbasin Summary
SN Subbasin Area Weighted Total Total Total Peak Time ofIDCurveRainfallRunoffRunoffRunoffConcentrationNumberVolume(ac)(in)(in)(ac-in)(cfs)(days hh:mm:ss)1 DA-01 0.18 86.00 5.10 3.56 0.64 1.06 0 00:01:252DA-02 0.12 86.00 5.10 3.56 0.43 0.72 0 00:00:553DA-03 0.25 86.00 5.10 3.56 0.89 1.48 0 00:01:034DA-04 2.30 86.00 5.10 3.56 8.19 12.30 0 00:06:09
Node Summary
SN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total TimeIDTypeElevation(Max)Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevationElevationAttainedDepthAttainedFloodingVolumeAttainedOccurrence(ft)(ft)(ft)(ft)(ft²)(cfs)(ft)(ft)(ft)(days hh:mm)(ac-in)(min)1 Jun-02 Junction 910.00 912.00 910.00 0.00 0.00 12.65 910.24 0.00 1.76 0 00:00 0.00 0.002Jun-04 Junction 888.00 890.00 888.00 0.00 0.00 0.68 888.18 0.00 1.82 0 00:00 0.00 0.003Jun-08 Junction 904.00 906.00 904.00 0.00 0.00 12.64 904.24 0.00 1.76 0 00:00 0.00 0.004Jun-09 Junction 884.00 886.00 884.00 0.00 0.00 0.68 884.18 0.00 1.82 0 00:00 0.00 0.005Jun-10 Junction 956.00 958.00 956.00 0.00 0.00 12.14 956.21 0.00 1.79 0 00:00 0.00 0.006Jun-11 Junction 882.00 888.00 882.00 0.00 0.00 12.64 882.56 0.00 5.44 0 00:00 0.00 0.007Out-01 Outfall 856.00 13.19 856.568Out-02 Outfall 846.00 1.39 846.00
Link Summary
SN Element Element From To (Outlet)Length Inlet Outlet Average Diameter or Manning's Peak Design Flow Peak Flow/Peak Flow Peak Flow Peak Flow Total Time Reported
ID Type (Inlet)Node Invert Invert Slope Height Roughness Flow Capacity Design Flow Velocity Depth Depth/Surcharged ConditionNodeElevationElevationRatioTotal Depth
Ratio
(ft)(ft)(ft)(%)(in)(cfs)(cfs)(ft/sec)(ft)(min)1 Link-07 Pipe Jun-09 Out-01 62.00 884.00 856.00 45.1600 12.000 0.0150 0.67 20.75 0.03 12.16 0.12 0.12 0.00 Calculated
2 Link-09 Pipe Jun-08 Jun-11 25.98 904.00 0.00 3479.6000 0.000 0.0150 12.64 0.00 0.03 0.00 0.12 0.12 0.00 Calculated3Link-10 Pipe Jun-11 Out-01 85.00 882.00 856.00 30.5900 15.000 0.0150 12.64 30.96 0.41 23.96 0.53 0.45 0.00 Calculated
4 Berm-1 Channel Jun-04 Jun-09 124.00 888.00 884.00 3.2300 12.000 0.0180 0.68 64.95 0.01 3.00 0.18 0.18 0.00
5 Existing SCC Channel Jun-10 Jun-02 822.00 956.00 910.00 5.6000 24.000 0.0180 11.80 591.14 0.02 6.69 0.21 0.11 0.006SCC-1 Channel Jun-02 Jun-08 111.00 910.00 904.00 5.4100 24.000 0.0180 12.64 523.35 0.02 7.05 0.23 0.12 0.00
Subbasin Hydrology
Subbasin : DA-01
Input Data
Area (ac) ........................................................................0.18Weighted Curve Number ...............................................86.00Rain Gage ID .................................................................Rain Gage-01
Composite Curve Number
Area Soil CurveSoil/Surface Description (acres)Group NumberNewly graded area 0.07 B 86.00Composite Area & Weighted CN 0.07 86.00
Time of Concentration
TOC Method : SCS TR-55
Sheet Flow Equation :
Tc = (0.007 * ((n * Lf)^0.8)) / ((P^0.5) * (Sf^0.4))
Where :
Tc = Time of Concentration (hr) n = Manning's roughness Lf = Flow Length (ft) P = 2 yr, 24 hr Rainfall (inches) Sf = Slope (ft/ft)
Shallow Concentrated Flow Equation :
V = 16.1345 * (Sf^0.5) (unpaved surface)
V = 20.3282 * (Sf^0.5) (paved surface)
V = 15.0 * (Sf^0.5) (grassed waterway surface)
V = 10.0 * (Sf^0.5) (nearly bare & untilled surface)
V = 9.0 * (Sf^0.5) (cultivated straight rows surface)
V = 7.0 * (Sf^0.5) (short grass pasture surface) V = 5.0 * (Sf^0.5) (woodland surface) V = 2.5 * (Sf^0.5) (forest w/heavy litter surface) Tc = (Lf / V) / (3600 sec/hr)
Where:
Tc = Time of Concentration (hr) Lf = Flow Length (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft)
Channel Flow Equation :
V = (1.49 * (R^(2/3)) * (Sf^0.5)) / n R = Aq / Wp Tc = (Lf / V) / (3600 sec/hr)
Where :
Tc = Time of Concentration (hr)
Lf = Flow Length (ft)
R = Hydraulic Radius (ft)
Aq = Flow Area (ft²)
Wp = Wetted Perimeter (ft)
V = Velocity (ft/sec)
Sf = Slope (ft/ft)
n = Manning's roughness
Subarea Subarea SubareaSheet Flow Computations A B C Manning's Roughness :0.2 0.00 0.00 Flow Length (ft) :27 0.00 0.00 Slope (%) :33.3 0.00 0.00 2 yr, 24 hr Rainfall (in) :3.50 0.00 0.00 Velocity (ft/sec) :0.34 0.00 0.00 Computed Flow Time (min) :1.34 0.00 0.00
Subarea Subarea SubareaChannel Flow Computations A B C Manning's Roughness :0.018 0.00 0.00 Flow Length (ft) :111 0.00 0.00 Channel Slope (%) :5.41 0.00 0.00 Cross Section Area (ft²) :24 0.00 0.00 Wetted Perimeter (ft) :16.94 0.00 0.00 Velocity (ft/sec) :24.29 0.00 0.00 Computed Flow Time (min) :0.08 0.00 0.00
Total TOC (min) ..................1.42
Subbasin Runoff Results
Total Rainfall (in) ............................................................5.10
Total Runoff (in) .............................................................3.56
Peak Runoff (cfs) ...........................................................1.06
Weighted Curve Number ...............................................86.00
Time of Concentration (days hh:mm:ss) ........................0 00:01:25
Subbasin : DA-01
Subbasin : DA-02
Input Data
Area (ac) ........................................................................0.12Weighted Curve Number ...............................................86.00Rain Gage ID .................................................................Rain Gage-01
Composite Curve Number
Area Soil CurveSoil/Surface Description (acres)Group NumberNewly graded area 0.12 B 86.00Composite Area & Weighted CN 0.12 86.00
Time of Concentration
Subarea Subarea SubareaSheet Flow Computations A B C Manning's Roughness :0.2 0.00 0.00 Flow Length (ft) :17 0.00 0.00 Slope (%) :33.3 0.00 0.00 2 yr, 24 hr Rainfall (in) :3.50 0.00 0.00
Velocity (ft/sec) :0.31 0.00 0.00
Computed Flow Time (min) :0.93 0.00 0.00
Total TOC (min) ..................0.93
Subbasin Runoff Results
Total Rainfall (in) ............................................................5.10
Total Runoff (in) .............................................................3.56
Peak Runoff (cfs) ...........................................................0.72
Weighted Curve Number ...............................................86.00
Time of Concentration (days hh:mm:ss) ........................0 00:00:56
Subbasin : DA-02
Subbasin : DA-03
Input Data
Area (ac) ........................................................................0.25Weighted Curve Number ...............................................86.00Rain Gage ID .................................................................Rain Gage-01
Composite Curve Number
Area Soil CurveSoil/Surface Description (acres)Group NumberNewly graded area 0.25 B 86.00Composite Area & Weighted CN 0.25 86.00
Time of Concentration
Subarea Subarea SubareaSheet Flow Computations A B C Manning's Roughness :0.2 0.00 0.00 Flow Length (ft) :20 0.00 0.00 Slope (%) :33.3 0.00 0.00 2 yr, 24 hr Rainfall (in) :3.50 0.00 0.00
Velocity (ft/sec) :0.32 0.00 0.00
Computed Flow Time (min) :1.06 0.00 0.00
Total TOC (min) ..................1.06
Subbasin Runoff Results
Total Rainfall (in) ............................................................5.10
Total Runoff (in) .............................................................3.56
Peak Runoff (cfs) ...........................................................1.48
Weighted Curve Number ...............................................86.00
Time of Concentration (days hh:mm:ss) ........................0 00:01:04
Subbasin : DA-03
Subbasin : DA-04
Input Data
Area (ac) ........................................................................2.30Weighted Curve Number ...............................................86.00Rain Gage ID .................................................................Rain Gage-01
Composite Curve Number
Area Soil CurveSoil/Surface Description (acres)Group NumberNewly graded area 2.30 B 86.00Composite Area & Weighted CN 2.30 86.00
Time of Concentration
Subarea Subarea SubareaSheet Flow Computations A B C Manning's Roughness :0.2 0.00 0.00 Flow Length (ft) :161 0.00 0.00 Slope (%) :33.3 0.00 0.00 2 yr, 24 hr Rainfall (in) :3.50 0.00 0.00
Velocity (ft/sec) :0.48 0.00 0.00
Computed Flow Time (min) :5.60 0.00 0.00
Subarea Subarea Subarea
Channel Flow Computations A B C
Manning's Roughness :0.018 0.00 0.00
Flow Length (ft) :822 0.00 0.00
Channel Slope (%) :5.6 0.00 0.00
Cross Section Area (ft²) :24 0.00 0.00 Wetted Perimeter (ft) :16.94 0.00 0.00 Velocity (ft/sec) :24.71 0.00 0.00 Computed Flow Time (min) :0.55 0.00 0.00Total TOC (min) ..................6.16
Subbasin Runoff Results
Total Rainfall (in) ............................................................5.10Total Runoff (in) .............................................................3.56Peak Runoff (cfs) ...........................................................12.30Weighted Curve Number ...............................................86.00Time of Concentration (days hh:mm:ss) ........................0 00:06:10
Subbasin : DA-04
Junction Input
SN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded MinimumIDElevation(Max)(Max)Water Water Elevation Depth Area PipeElevationOffsetElevationDepthCover(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft²)(in)1 Jun-02 910.00 912.00 2.00 910.00 0.00 0.00 -912.00 0.00 0.002Jun-04 888.00 890.00 2.00 888.00 0.00 0.00 -890.00 0.00 0.003Jun-08 904.00 906.00 2.00 904.00 0.00 0.00 -906.00 0.00 0.004Jun-09 884.00 886.00 2.00 884.00 0.00 0.00 -886.00 0.00 0.005Jun-10 956.00 958.00 2.00 956.00 0.00 0.00 -958.00 0.00 0.006Jun-11 882.00 888.00 6.00 882.00 0.00 0.00 -888.00 0.00 0.00
Junction Results
SN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total TimeIDInflowLateralElevationDepthSurchargeFreeboardElevationDepthMax HGL Peak Flooded FloodedInflowAttainedAttainedDepthAttainedAttainedAttainedOccurrenceFloodingVolumeAttainedOccurrence(cfs)(cfs)(ft)(ft)(ft)(ft)(ft)(ft)(days hh:mm)(days hh:mm)(ac-in)(min)1 Jun-02 12.65 0.98 910.24 0.24 0.00 1.76 910.01 0.01 0 12:01 0 00:00 0.00 0.002Jun-04 0.68 0.68 888.18 0.18 0.00 1.82 888.01 0.01 0 11:55 0 00:00 0.00 0.003Jun-08 12.64 0.00 904.24 0.24 0.00 1.76 904.01 0.01 0 12:01 0 00:00 0.00 0.004Jun-09 0.68 0.00 884.18 0.18 0.00 1.82 884.01 0.01 0 11:55 0 00:00 0.00 0.005Jun-10 12.14 12.14 956.21 0.21 0.00 1.79 956.00 0.00 0 12:00 0 00:00 0.00 0.006Jun-11 12.64 0.00 882.56 0.56 0.00 5.44 882.02 0.02 0 12:01 0 00:00 0.00 0.00
Channel Input
SN Element Length Inlet Inlet Outlet Outlet Total Average Shape Height Width Manning's Entrance Exit/Bend Additional Initial FlapIDInvertInvertInvertInvertDropSlopeRoughnessLossesLossesLossesFlowGateElevationOffsetElevationOffset(ft)(ft)(ft)(ft)(ft)(ft)(%)(ft)(ft)(cfs)1 Berm-1 124.00 888.00 0.00 884.00 0.00 4.00 3.2300 Triangular 1.000 14.000 0.0180 0.5000 0.5000 0.0000 0.00 No2Existing SCC 822.00 956.00 0.00 910.00 0.00 46.00 5.6000 Trapezoidal 2.000 16.000 0.0180 0.5000 0.5000 0.0000 0.00 No3SCC-1 111.00 910.00 0.00 904.00 0.00 6.00 5.4100 Trapezoidal 2.000 15.000 0.0180 0.5000 0.5000 0.0000 0.00 No
Channel Results
SN Element Peak Time of Design Flow Peak Flow/Peak Flow Travel Peak Flow Peak Flow Total Time Froude ReportedIDFlowPeak Flow Capacity Design Flow Velocity Time Depth Depth/Surcharged Number ConditionOccurrenceRatioTotal DepthRatio(cfs)(days hh:mm)(cfs)(ft/sec)(min)(ft)(min)1 Berm-1 0.68 0 11:55 64.95 0.01 3.00 0.69 0.18 0.18 0.002Existing SCC 11.80 0 12:01 591.14 0.02 6.69 2.05 0.21 0.11 0.003SCC-1 12.64 0 12:01 523.35 0.02 7.05 0.26 0.23 0.12 0.00
Pipe Input
SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial Flap No. ofIDInvertInvertInvertInvertDropSlopeShapeDiameter or Width Roughness Losses Losses Losses Flow Gate BarrelsElevationOffsetElevationOffsetHeight(ft)(ft)(ft)(ft)(ft)(ft)(%)(in)(in)(cfs)1 Link-07 62.00 884.00 0.00 856.00 0.00 28.00 45.1600 CIRCULAR 12.000 12.000 0.0150 0.5000 0.5000 0.0000 0.00 No 12Link-09 25.98 904.00 0.00 0.00 -882.00 904.00 3479.6000 Dummy 0.000 0.000 0.0150 0.5000 0.5000 0.0000 0.00 No 13Link-10 85.00 882.00 0.00 856.00 0.00 26.00 30.5900 CIRCULAR 15.000 15.000 0.0150 0.5000 0.5000 0.0000 0.00 No 1
Pipe Results
SN Element Peak Time of Design Flow Peak Flow/Peak Flow Travel Peak Flow Peak Flow Total Time Froude ReportedIDFlowPeak Flow Capacity Design Flow Velocity Time Depth Depth/Surcharged Number ConditionOccurrenceRatioTotal DepthRatio(cfs)(days hh:mm)(cfs)(ft/sec)(min)(ft)(min)1 Link-07 0.67 0 11:55 20.75 0.03 12.16 0.08 0.12 0.12 0.00 Calculated2Link-09 12.64 0 12:01 0.00 0.03 0.00 0.12 0.12 0.00 Calculated3Link-10 12.64 0 12:01 30.96 0.41 23.96 0.06 0.53 0.45 0.00 Calculated

AUTODESK ® STORM AND SANITARY ANALYSIS 2018
OUTPUT REPORTS
(25-YEAR STORM EVENT)

Project Description
03.22.2019 OmniSource Kville_kn.SPF
Project Options
CFSElevationSCS TR-55
SCS TR-55
Kinematic Wave
YES
YES
Analysis Options
Mar 25, 2019 00:00:00Mar 29, 2019 00:00:00
Mar 25, 2019 00:00:00
0 days
0 01:00:00 days hh:mm:ss
0 00:05:00 days hh:mm:ss
0 00:05:00 days hh:mm:ss
30 seconds
Number of Elements
Qty
1
4
8
6
2
0
0
0
633000000
Rainfall Details
SN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall RainfallIDSourceIDTypeUnitsPeriodDepthDistribution(years)(inches)1 Time Series 25 yr storm Cumulative inches North Carolina Forsyth 25 5.50 SCS Type II 24-hr
Outlets ................................................Pollutants ....................................................Land Uses ...................................................
Links.............................................................
Channels ............................................
Pipes ..................................................
Pumps ................................................
Orifices ...............................................
Weirs ..................................................
Nodes...........................................................
Junctions ............................................
Outfalls ...............................................
Flow Diversions ..................................
Inlets ...................................................
Storage Nodes ...................................
Runoff (Dry Weather) Time Step ................
Runoff (Wet Weather) Time Step ...............
Reporting Time Step ...................................
Routing Time Step ......................................
Rain Gages .................................................
Subbasins....................................................
Enable Overflow Ponding at Nodes ............
Skip Steady State Analysis Time Periods ...
Start Analysis On ........................................End Analysis On ..........................................
Start Reporting On ......................................
Antecedent Dry Days ..................................
File Name ....................................................
Flow Units ...................................................Elevation Type ............................................Hydrology Method .......................................
Time of Concentration (TOC) Method ........
Link Routing Method ...................................
Subbasin Summary
SN Subbasin Area Weighted Total Total Total Peak Time ofIDCurveRainfallRunoffRunoffRunoffConcentrationNumberVolume(ac)(in)(in)(ac-in)(cfs)(days hh:mm:ss)1 DA-01 0.18 86.00 5.50 3.93 0.71 1.17 0 00:01:252DA-02 0.12 86.00 5.50 3.93 0.47 0.79 0 00:00:553DA-03 0.25 86.00 5.50 3.94 0.98 1.63 0 00:01:034DA-04 2.30 86.00 5.50 3.94 9.05 13.56 0 00:06:09
Node Summary
SN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total TimeIDTypeElevation(Max)Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevationElevationAttainedDepthAttainedFloodingVolumeAttainedOccurrence(ft)(ft)(ft)(ft)(ft²)(cfs)(ft)(ft)(ft)(days hh:mm)(ac-in)(min)1 Jun-02 Junction 910.00 912.00 910.00 0.00 0.00 13.95 910.25 0.00 1.75 0 00:00 0.00 0.002Jun-04 Junction 888.00 890.00 888.00 0.00 0.00 0.75 888.19 0.00 1.81 0 00:00 0.00 0.003Jun-08 Junction 904.00 906.00 904.00 0.00 0.00 13.94 904.25 0.00 1.75 0 00:00 0.00 0.004Jun-09 Junction 884.00 886.00 884.00 0.00 0.00 0.75 884.19 0.00 1.81 0 00:00 0.00 0.005Jun-10 Junction 956.00 958.00 956.00 0.00 0.00 13.38 956.23 0.00 1.77 0 00:00 0.00 0.006Jun-11 Junction 882.00 888.00 882.00 0.00 0.00 13.94 882.59 0.00 5.41 0 00:00 0.00 0.007Out-01 Outfall 856.00 14.54 856.598Out-02 Outfall 846.00 1.54 846.00
Link Summary
SN Element Element From To (Outlet)Length Inlet Outlet Average Diameter or Manning's Peak Design Flow Peak Flow/Peak Flow Peak Flow Peak Flow Total Time Reported
ID Type (Inlet)Node Invert Invert Slope Height Roughness Flow Capacity Design Flow Velocity Depth Depth/Surcharged ConditionNodeElevationElevationRatioTotal Depth
Ratio
(ft)(ft)(ft)(%)(in)(cfs)(cfs)(ft/sec)(ft)(min)1 Link-07 Pipe Jun-09 Out-01 62.00 884.00 856.00 45.1600 12.000 0.0150 0.74 20.75 0.04 12.50 0.13 0.13 0.00 Calculated
2 Link-09 Pipe Jun-08 Jun-11 25.98 904.00 0.00 3479.6000 0.000 0.0150 13.94 0.00 0.04 0.00 0.13 0.13 0.00 Calculated3Link-10 Pipe Jun-11 Out-01 85.00 882.00 856.00 30.5900 15.000 0.0150 13.94 30.96 0.45 24.57 0.56 0.47 0.00 Calculated
4 Berm-1 Channel Jun-04 Jun-09 124.00 888.00 884.00 3.2300 12.000 0.0180 0.75 64.95 0.01 3.10 0.19 0.19 0.00
5 Existing SCC Channel Jun-10 Jun-02 822.00 956.00 910.00 5.6000 24.000 0.0180 13.01 591.14 0.02 6.94 0.22 0.11 0.006SCC-1 Channel Jun-02 Jun-08 111.00 910.00 904.00 5.4100 24.000 0.0180 13.94 523.35 0.03 7.30 0.24 0.13 0.00
Subbasin Hydrology
Subbasin : DA-01
Input Data
Area (ac) ........................................................................0.18Weighted Curve Number ...............................................86.00Rain Gage ID .................................................................Rain Gage-01
Composite Curve Number
Area Soil CurveSoil/Surface Description (acres)Group NumberNewly graded area 0.07 B 86.00Composite Area & Weighted CN 0.07 86.00
Time of Concentration
TOC Method : SCS TR-55
Sheet Flow Equation :
Tc = (0.007 * ((n * Lf)^0.8)) / ((P^0.5) * (Sf^0.4))
Where :
Tc = Time of Concentration (hr) n = Manning's roughness Lf = Flow Length (ft) P = 2 yr, 24 hr Rainfall (inches) Sf = Slope (ft/ft)
Shallow Concentrated Flow Equation :
V = 16.1345 * (Sf^0.5) (unpaved surface)
V = 20.3282 * (Sf^0.5) (paved surface)
V = 15.0 * (Sf^0.5) (grassed waterway surface)
V = 10.0 * (Sf^0.5) (nearly bare & untilled surface)
V = 9.0 * (Sf^0.5) (cultivated straight rows surface)
V = 7.0 * (Sf^0.5) (short grass pasture surface) V = 5.0 * (Sf^0.5) (woodland surface) V = 2.5 * (Sf^0.5) (forest w/heavy litter surface) Tc = (Lf / V) / (3600 sec/hr)
Where:
Tc = Time of Concentration (hr) Lf = Flow Length (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft)
Channel Flow Equation :
V = (1.49 * (R^(2/3)) * (Sf^0.5)) / n R = Aq / Wp Tc = (Lf / V) / (3600 sec/hr)
Where :
Tc = Time of Concentration (hr)
Lf = Flow Length (ft)
R = Hydraulic Radius (ft)
Aq = Flow Area (ft²)
Wp = Wetted Perimeter (ft)
V = Velocity (ft/sec)
Sf = Slope (ft/ft)
n = Manning's roughness
Subarea Subarea SubareaSheet Flow Computations A B C Manning's Roughness :0.2 0.00 0.00 Flow Length (ft) :27 0.00 0.00 Slope (%) :33.3 0.00 0.00 2 yr, 24 hr Rainfall (in) :3.50 0.00 0.00 Velocity (ft/sec) :0.34 0.00 0.00 Computed Flow Time (min) :1.34 0.00 0.00
Subarea Subarea SubareaChannel Flow Computations A B C Manning's Roughness :0.018 0.00 0.00 Flow Length (ft) :111 0.00 0.00 Channel Slope (%) :5.41 0.00 0.00 Cross Section Area (ft²) :24 0.00 0.00 Wetted Perimeter (ft) :16.94 0.00 0.00 Velocity (ft/sec) :24.29 0.00 0.00 Computed Flow Time (min) :0.08 0.00 0.00
Total TOC (min) ..................1.42
Subbasin Runoff Results
Total Rainfall (in) ............................................................5.50
Total Runoff (in) .............................................................3.93
Peak Runoff (cfs) ...........................................................1.17
Weighted Curve Number ...............................................86.00
Time of Concentration (days hh:mm:ss) ........................0 00:01:25
Subbasin : DA-01
Subbasin : DA-02
Input Data
Area (ac) ........................................................................0.12Weighted Curve Number ...............................................86.00Rain Gage ID .................................................................Rain Gage-01
Composite Curve Number
Area Soil CurveSoil/Surface Description (acres)Group NumberNewly graded area 0.12 B 86.00Composite Area & Weighted CN 0.12 86.00
Time of Concentration
Subarea Subarea SubareaSheet Flow Computations A B C Manning's Roughness :0.2 0.00 0.00 Flow Length (ft) :17 0.00 0.00 Slope (%) :33.3 0.00 0.00 2 yr, 24 hr Rainfall (in) :3.50 0.00 0.00
Velocity (ft/sec) :0.31 0.00 0.00
Computed Flow Time (min) :0.93 0.00 0.00
Total TOC (min) ..................0.93
Subbasin Runoff Results
Total Rainfall (in) ............................................................5.50
Total Runoff (in) .............................................................3.93
Peak Runoff (cfs) ...........................................................0.79
Weighted Curve Number ...............................................86.00
Time of Concentration (days hh:mm:ss) ........................0 00:00:56
Subbasin : DA-02
Subbasin : DA-03
Input Data
Area (ac) ........................................................................0.25Weighted Curve Number ...............................................86.00Rain Gage ID .................................................................Rain Gage-01
Composite Curve Number
Area Soil CurveSoil/Surface Description (acres)Group NumberNewly graded area 0.25 B 86.00Composite Area & Weighted CN 0.25 86.00
Time of Concentration
Subarea Subarea SubareaSheet Flow Computations A B C Manning's Roughness :0.2 0.00 0.00 Flow Length (ft) :20 0.00 0.00 Slope (%) :33.3 0.00 0.00 2 yr, 24 hr Rainfall (in) :3.50 0.00 0.00
Velocity (ft/sec) :0.32 0.00 0.00
Computed Flow Time (min) :1.06 0.00 0.00
Total TOC (min) ..................1.06
Subbasin Runoff Results
Total Rainfall (in) ............................................................5.50
Total Runoff (in) .............................................................3.94
Peak Runoff (cfs) ...........................................................1.63
Weighted Curve Number ...............................................86.00
Time of Concentration (days hh:mm:ss) ........................0 00:01:04
Subbasin : DA-03
Subbasin : DA-04
Input Data
Area (ac) ........................................................................2.30Weighted Curve Number ...............................................86.00Rain Gage ID .................................................................Rain Gage-01
Composite Curve Number
Area Soil CurveSoil/Surface Description (acres)Group NumberNewly graded area 2.30 B 86.00Composite Area & Weighted CN 2.30 86.00
Time of Concentration
Subarea Subarea SubareaSheet Flow Computations A B C Manning's Roughness :0.2 0.00 0.00 Flow Length (ft) :161 0.00 0.00 Slope (%) :33.3 0.00 0.00 2 yr, 24 hr Rainfall (in) :3.50 0.00 0.00
Velocity (ft/sec) :0.48 0.00 0.00
Computed Flow Time (min) :5.60 0.00 0.00
Subarea Subarea Subarea
Channel Flow Computations A B C
Manning's Roughness :0.018 0.00 0.00
Flow Length (ft) :822 0.00 0.00
Channel Slope (%) :5.6 0.00 0.00
Cross Section Area (ft²) :24 0.00 0.00 Wetted Perimeter (ft) :16.94 0.00 0.00 Velocity (ft/sec) :24.71 0.00 0.00 Computed Flow Time (min) :0.55 0.00 0.00Total TOC (min) ..................6.16
Subbasin Runoff Results
Total Rainfall (in) ............................................................5.50Total Runoff (in) .............................................................3.94Peak Runoff (cfs) ...........................................................13.56Weighted Curve Number ...............................................86.00Time of Concentration (days hh:mm:ss) ........................0 00:06:10
Subbasin : DA-04
Junction Input
SN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded MinimumIDElevation(Max)(Max)Water Water Elevation Depth Area PipeElevationOffsetElevationDepthCover(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft²)(in)1 Jun-02 910.00 912.00 2.00 910.00 0.00 0.00 -912.00 0.00 0.002Jun-04 888.00 890.00 2.00 888.00 0.00 0.00 -890.00 0.00 0.003Jun-08 904.00 906.00 2.00 904.00 0.00 0.00 -906.00 0.00 0.004Jun-09 884.00 886.00 2.00 884.00 0.00 0.00 -886.00 0.00 0.005Jun-10 956.00 958.00 2.00 956.00 0.00 0.00 -958.00 0.00 0.006Jun-11 882.00 888.00 6.00 882.00 0.00 0.00 -888.00 0.00 0.00
Junction Results
SN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total TimeIDInflowLateralElevationDepthSurchargeFreeboardElevationDepthMax HGL Peak Flooded FloodedInflowAttainedAttainedDepthAttainedAttainedAttainedOccurrenceFloodingVolumeAttainedOccurrence(cfs)(cfs)(ft)(ft)(ft)(ft)(ft)(ft)(days hh:mm)(days hh:mm)(ac-in)(min)1 Jun-02 13.95 1.07 910.25 0.25 0.00 1.75 910.01 0.01 0 12:01 0 00:00 0.00 0.002Jun-04 0.75 0.75 888.19 0.19 0.00 1.81 888.01 0.01 0 11:55 0 00:00 0.00 0.003Jun-08 13.94 0.00 904.25 0.25 0.00 1.75 904.01 0.01 0 12:01 0 00:00 0.00 0.004Jun-09 0.75 0.00 884.19 0.19 0.00 1.81 884.01 0.01 0 11:55 0 00:00 0.00 0.005Jun-10 13.38 13.38 956.23 0.23 0.00 1.77 956.00 0.00 0 12:00 0 00:00 0.00 0.006Jun-11 13.94 0.00 882.59 0.59 0.00 5.41 882.02 0.02 0 12:01 0 00:00 0.00 0.00
Channel Input
SN Element Length Inlet Inlet Outlet Outlet Total Average Shape Height Width Manning's Entrance Exit/Bend Additional Initial FlapIDInvertInvertInvertInvertDropSlopeRoughnessLossesLossesLossesFlowGateElevationOffsetElevationOffset(ft)(ft)(ft)(ft)(ft)(ft)(%)(ft)(ft)(cfs)1 Berm-1 124.00 888.00 0.00 884.00 0.00 4.00 3.2300 Triangular 1.000 14.000 0.0180 0.5000 0.5000 0.0000 0.00 No2Existing SCC 822.00 956.00 0.00 910.00 0.00 46.00 5.6000 Trapezoidal 2.000 16.000 0.0180 0.5000 0.5000 0.0000 0.00 No3SCC-1 111.00 910.00 0.00 904.00 0.00 6.00 5.4100 Trapezoidal 2.000 15.000 0.0180 0.5000 0.5000 0.0000 0.00 No
Channel Results
SN Element Peak Time of Design Flow Peak Flow/Peak Flow Travel Peak Flow Peak Flow Total Time Froude ReportedIDFlowPeak Flow Capacity Design Flow Velocity Time Depth Depth/Surcharged Number ConditionOccurrenceRatioTotal DepthRatio(cfs)(days hh:mm)(cfs)(ft/sec)(min)(ft)(min)1 Berm-1 0.75 0 11:55 64.95 0.01 3.10 0.67 0.19 0.19 0.002Existing SCC 13.01 0 12:01 591.14 0.02 6.94 1.97 0.22 0.11 0.003SCC-1 13.94 0 12:01 523.35 0.03 7.30 0.25 0.24 0.13 0.00
Pipe Input
SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial Flap No. ofIDInvertInvertInvertInvertDropSlopeShapeDiameter or Width Roughness Losses Losses Losses Flow Gate BarrelsElevationOffsetElevationOffsetHeight(ft)(ft)(ft)(ft)(ft)(ft)(%)(in)(in)(cfs)1 Link-07 62.00 884.00 0.00 856.00 0.00 28.00 45.1600 CIRCULAR 12.000 12.000 0.0150 0.5000 0.5000 0.0000 0.00 No 12Link-09 25.98 904.00 0.00 0.00 -882.00 904.00 3479.6000 Dummy 0.000 0.000 0.0150 0.5000 0.5000 0.0000 0.00 No 13Link-10 85.00 882.00 0.00 856.00 0.00 26.00 30.5900 CIRCULAR 15.000 15.000 0.0150 0.5000 0.5000 0.0000 0.00 No 1
Pipe Results
SN Element Peak Time of Design Flow Peak Flow/Peak Flow Travel Peak Flow Peak Flow Total Time Froude ReportedIDFlowPeak Flow Capacity Design Flow Velocity Time Depth Depth/Surcharged Number ConditionOccurrenceRatioTotal DepthRatio(cfs)(days hh:mm)(cfs)(ft/sec)(min)(ft)(min)1 Link-07 0.74 0 11:56 20.75 0.04 12.50 0.08 0.13 0.13 0.00 Calculated2Link-09 13.94 0 12:01 0.00 0.04 0.00 0.13 0.13 0.00 Calculated3Link-10 13.94 0 12:01 30.96 0.45 24.57 0.06 0.56 0.47 0.00 Calculated
Slide Analysis Information
SLIDE ‐ An Interactive Slope Stability Program

Project Summary
Kernersville.slmd ‐ Group 1 ‐ SeismicFile Name:
7.03Slide Modeler Version:
SLIDE ‐ An Interactive Slope Stability ProgramProject Title:
1/23/2018, 2:43:34 PMDate Created:

General Settings
Imperial UnitsUnits of Measurement:
daysTime Units:
feet/secondPermeability Units:
Left to RightFailure Direction:
StandardData Output:
20Maximum Material Properties:
20Maximum Support Properties:

Analysis Options
VerticalSlices Type:

Analysis Methods Used
Bishop simplified
Janbu simplified

50Number of slices:
0.005Tolerance:
75Maximum number of iterations:
YesCheck malpha < 0.2:
YesCreate Interslice boundaries at intersections 
with water tables and piezos:
1Initial trial value of FS:
YesSteffensen Iteration:

Groundwater Analysis
Water SurfacesGroundwater Method:
62.4Pore Fluid Unit Weight [lbs/ft3]:
YesUse negative pore pressure cutoff:
0Maximum negative pore pressure [psf]:
NoneAdvanced Groundwater Method:

Random Numbers
10116Pseudo‐random Seed:
Park and Miller v.3Random Number Generation Method:

SLIDE - An Interactive Slope Stability Program: Page 1 of 9
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Surface Options
CircularSurface Type:
Grid SearchSearch Method:
10Radius Increment:
DisabledComposite Surfaces:
Create Tension CrackReverse Curvature:
Not DefinedMinimum Elevation:
3Minimum Depth [ft]:
Not DefinedMinimum Area:
Not DefinedMinimum Weight:

Seismic
NoAdvanced seismic analysis:
NoStaged pseudostatic analysis:

Loading
0.15Seismic Load Coefficient (Horizontal):

Material Properties
WasteRocky Mount SoilProperty
Color
Mohr‐CoulombMohr‐CoulombStrength Type
58125Unit Weight [lbs/ft3]
00Cohesion [psf]
3733Friction Angle [deg]
NoneNoneWater Surface
00Ru Value

Global Minimums
Method: bishop simplified
1.064080FS
355.638, 1015.945Center:
128.718Radius:
283.738, 909.179Left Slip Surface Endpoint:
327.879, 890.255Right Slip Surface Endpoint:
813388 lb‐ftResisting Moment:
764403 lb‐ftDriving Moment:
89.9363 ft2Total Slice Area:
44.1407 ftSurface Horizontal Width:
2.03749 ftSurface Average Height:

Method: janbu simplified
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1.053290FS
355.638, 1015.945Center:
128.718Radius:
283.738, 909.179Left Slip Surface Endpoint:
327.879, 890.255Right Slip Surface Endpoint:
5775.85 lbResisting Horizontal Force:
5483.61 lbDriving Horizontal Force:
89.9363 ft2Total Slice Area:
44.1407 ftSurface Horizontal Width:
2.03749 ftSurface Average Height:

Valid / Invalid Surfaces
Method: bishop simplified
7708Number of Valid Surfaces:
1994Number of Invalid Surfaces:

Error Codes:
Error Code ‐103 reported for 24 surfaces
Error Code ‐115 reported for 1574 surfaces
Error Code ‐1000 reported for 396 surfaces

Method: janbu simplified
7708Number of Valid Surfaces:
1994Number of Invalid Surfaces:

Error Codes:
Error Code ‐103 reported for 24 surfaces
Error Code ‐115 reported for 1574 surfaces
Error Code ‐1000 reported for 396 surfaces

Error Codes
The following errors were encountered during the computation:
‐103 = Two surface / slope intersections, but one or more surface / nonslope external polygon intersections lie between them. This usually occurs 
when the slip surface extends past the bottom of the soil region, but may also occur on a benched slope model with two sets of Slope Limits.
‐115 = Surface too shallow, below the minimum depth.
‐1000 = No valid slip surfaces are generated at a grid center. Unable to draw a surface.

Slice Data
Global Minimum Query (bishop simplified) ‐ Safety Factor: 1.06408
Effective  
Vertical 
Stress  
[psf]
Base  
Vertical 
Stress  
[psf]
Effective  
Normal 
Stress  
[psf]
Pore  
Pressure  
[psf]
Base  
Normal 
Stress  
[psf]
Shear  
Strength  
[psf]
Shear  
Stress  
[psf]
Base  
Friction 
Angle  
[degrees]
Base  
Cohesion  
[psf]
Base  
Material
Angle  
of Slice 
Base  
[degrees]
Weight  
[lbs]
Width  
[ft]
Slice  
Number
15.861615.861611.2705011.27057.319156.87838330Rocky 
Mount Soil‐33.721614.00220.8828141
46.932346.932333.5198033.519821.76820.4571330Rocky 
Mount Soil‐33.250441.43090.8828142
76.708876.708855.0659055.065935.760233.6067330Rocky 
Mount Soil‐32.781867.71690.8828143
105.211105.21175.9076075.907649.294946.3263330Rocky 
Mount Soil‐32.315692.87850.8828144
132.46132.4696.0436096.043662.371558.6154330Rocky 
Mount Soil‐31.8518116.9330.8828145
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158.473158.473115.4730115.47374.98970.4731330Rocky 
Mount Soil‐31.3903139.8970.8828146
183.27183.27134.1950134.19587.146881.8987330Rocky 
Mount Soil‐30.931161.7870.8828147
206.867206.867152.2060152.20698.844192.8916330Rocky 
Mount Soil‐30.474182.6180.8828148
229.282229.282169.5090169.509110.08103.451330Rocky 
Mount Soil‐30.0191202.4060.8828149
250.53250.53186.0980186.098120.854113.576330Rocky 
Mount Soil‐29.5663221.1640.88281410
270.629270.629201.9760201.976131.165123.266330Rocky 
Mount Soil‐29.1155238.9060.88281411
289.592289.592217.1390217.139141.012132.52330Rocky 
Mount Soil‐28.6667255.6470.88281412
307.435307.435231.5870231.587150.395141.338330Rocky 
Mount Soil‐28.2197271.3980.88281413
324.17324.17245.3180245.318159.311149.717330Rocky 
Mount Soil‐27.7747286.1730.88281414
339.814339.814258.330258.33167.762157.659330Rocky 
Mount Soil‐27.3315299.9820.88281415
354.378354.378270.6230270.623175.745165.161330Rocky 
Mount Soil‐26.89312.8390.88281416
367.874367.874282.1930282.193183.259172.223330Rocky 
Mount Soil‐26.4502324.7540.88281417
380.316380.316293.0410293.041190.303178.843330Rocky 
Mount Soil‐26.0121335.7380.88281418
390.283390.283302.0560302.056196.158184.345330Rocky 
Mount Soil‐25.5757344.5370.88281419
392.889392.889305.4140305.414198.338186.394330Rocky 
Mount Soil‐25.1408346.8380.88281420
393.724393.724307.4040307.404199.63187.608330Rocky 
Mount Soil‐24.7075347.5740.88281421
393.549393.549308.6060308.606200.411188.342330Rocky 
Mount Soil‐24.2757347.420.88281422
392.374392.374309.0170309.017200.678188.593330Rocky 
Mount Soil‐23.8453346.3830.88281423
390.21390.21308.6360308.636200.43188.36330Rocky 
Mount Soil‐23.4164344.4730.88281424
387.067387.067307.4610307.461199.667187.643330Rocky 
Mount Soil‐22.9888341.6990.88281425
382.954382.954305.4890305.489198.387186.44330Rocky 
Mount Soil‐22.5626338.0670.88281426
377.879377.879302.7180302.718196.588184.749330Rocky 
Mount Soil‐22.1377333.5880.88281427
371.852371.852299.1470299.147194.268182.569330Rocky 
Mount Soil‐21.7141328.2670.88281428
364.882364.882294.7720294.772191.427179.899330Rocky 
Mount Soil‐21.2918322.1140.88281429
356.975356.975289.590289.59188.062176.737330Rocky 
Mount Soil‐20.8706315.1340.88281430
348.14348.14283.5980283.598184.171173.08330Rocky 
Mount Soil‐20.4506307.3350.88281431
338.386338.386276.7950276.795179.753168.928330Rocky 
Mount Soil‐20.0318298.7240.88281432
327.718327.718269.1760269.176174.805164.278330Rocky 
Mount Soil‐19.6141289.3070.88281433
316.146316.146260.7390260.739169.326159.129330Rocky 
Mount Soil‐19.1974279.0910.88281434
303.673303.673251.4790251.479163.313153.478330Rocky 
Mount Soil‐18.7819268.0810.88281435
290.311290.311241.3960241.396156.764147.324330Rocky 
Mount Soil‐18.3673256.2840.88281436
276.061276.061230.4820230.482149.677140.663330Rocky 
Mount Soil‐17.9537243.7050.88281437
260.933260.933218.7370218.737142.049133.495330Rocky 
Mount Soil‐17.5411230.350.88281438
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244.932244.932206.1550206.155133.879125.817330Rocky 
Mount Soil‐17.1295216.2250.88281439
228.064228.064192.7330192.733125.162117.625330Rocky 
Mount Soil‐16.7187201.3330.88281440
210.333210.333178.4650178.465115.897108.918330Rocky 
Mount Soil‐16.3088185.6820.88281441
191.748191.748163.350163.35106.08199.6927330Rocky 
Mount Soil‐15.8998169.2740.88281442
172.311172.311147.3810147.38195.709989.9462330Rocky 
Mount Soil‐15.4916152.1150.88281443
152.028152.028130.5530130.55384.782179.6764330Rocky 
Mount Soil‐15.0842134.210.88281444
130.904130.904112.8630112.86373.293868.88330Rocky 
Mount Soil‐14.6776115.5620.88281445
108.945108.94594.3044094.304461.24257.5539330Rocky 
Mount Soil‐14.271896.1760.88281446
86.153486.153474.8732074.873248.623245.6951330Rocky 
Mount Soil‐13.866776.0560.88281447
62.535162.535154.5637054.563735.43433.3001330Rocky 
Mount Soil‐13.462355.20590.88281448
38.09438.09433.3703033.370321.670920.3659330Rocky 
Mount Soil‐13.058533.62930.88281449
12.834112.834111.2873011.28737.330076.88865330Rocky 
Mount Soil‐12.655511.330.88281450

Global Minimum Query (janbu simplified) ‐ Safety Factor: 1.05329
Effective  
Vertical 
Stress  
[psf]
Base  
Vertical 
Stress  
[psf]
Effective  
Normal 
Stress  
[psf]
Pore  
Pressure  
[psf]
Base  
Normal 
Stress  
[psf]
Shear  
Strength  
[psf]
Shear  
Stress  
[psf]
Base  
Friction 
Angle  
[degrees]
Base  
Cohesion  
[psf]
Base  
Material
Angle  
of Slice 
Base  
[degrees]
Weight  
[lbs]
Width  
[ft]
Slice  
Number
15.847515.847511.2273011.22737.291076.92219330Rocky 
Mount Soil‐33.721614.00220.8828141
46.891446.891433.3928033.392821.685620.5884330Rocky 
Mount Soil‐33.250441.43090.8828142
76.642776.642754.8599054.859935.626433.8239330Rocky 
Mount Soil‐32.781867.71690.8828143
105.122105.12275.6273075.627349.112946.6281330Rocky 
Mount Soil‐32.315692.87850.8828144
132.349132.34995.6935095.693562.144159330Rocky 
Mount Soil‐31.8518116.9330.8828145
158.342158.342115.0580115.05874.719270.9389330Rocky 
Mount Soil‐31.3903139.8970.8828146
183.12183.12133.7180133.71886.837382.4439330Rocky 
Mount Soil‐30.931161.7870.8828147
206.7206.7151.6730151.67398.497793.5143330Rocky 
Mount Soil‐30.474182.6180.8828148
229.099229.099168.9220168.922109.699104.149330Rocky 
Mount Soil‐30.0191202.4060.8828149
250.334250.334185.4640185.464120.442114.348330Rocky 
Mount Soil‐29.5663221.1640.88281410
270.419270.419201.2960201.296130.724124.11330Rocky 
Mount Soil‐29.1155238.9060.88281411
289.371289.371216.4190216.419140.544133.433330Rocky 
Mount Soil‐28.6667255.6470.88281412
307.203307.203230.830230.83149.902142.318330Rocky 
Mount Soil‐28.2197271.3980.88281413
323.929323.929244.5260244.526158.797150.763330Rocky 
Mount Soil‐27.7747286.1730.88281414
339.564339.564257.5080257.508167.228158.767330Rocky 
Mount Soil‐27.3315299.9820.88281415
354.121354.121269.7740269.774175.193166.329330Rocky 
Mount Soil‐26.89312.8390.88281416
367.613367.613281.3220281.322182.693173.45330Rocky 
Mount Soil‐26.4502324.7540.88281417
380.05380.05292.150292.15189.724180.125330Rocky 
Mount Soil‐26.0121335.7380.88281418
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390.014390.014301.1510301.151195.569185.674330Rocky 
Mount Soil‐25.5757344.5370.88281419
392.622392.622304.5120304.512197.752187.747330Rocky 
Mount Soil‐25.1408346.8380.88281420
393.46393.46306.510306.51199.05188.979330Rocky 
Mount Soil‐24.7075347.5740.88281421
393.29393.29307.7220307.722199.837189.726330Rocky 
Mount Soil‐24.2757347.420.88281422
392.119392.119308.1450308.145200.112189.988330Rocky 
Mount Soil‐23.8453346.3830.88281423
389.961389.961307.7790307.779199.874189.762330Rocky 
Mount Soil‐23.4164344.4730.88281424
386.824386.824306.6210306.621199.122189.048330Rocky 
Mount Soil‐22.9888341.6990.88281425
382.717382.717304.6690304.669197.854187.844330Rocky 
Mount Soil‐22.5626338.0670.88281426
377.65377.65301.920301.92196.069186.149330Rocky 
Mount Soil‐22.1377333.5880.88281427
371.63371.63298.370298.37193.764183.961330Rocky 
Mount Soil‐21.7141328.2670.88281428
364.667364.667294.0190294.019190.939181.279330Rocky 
Mount Soil‐21.2918322.1140.88281429
356.769356.769288.8640288.864187.59178.099330Rocky 
Mount Soil‐20.8706315.1340.88281430
347.943347.943282.90282.9183.718174.423330Rocky 
Mount Soil‐20.4506307.3350.88281431
338.198338.198276.1260276.126179.318170.246330Rocky 
Mount Soil‐20.0318298.7240.88281432
327.539327.539268.5380268.538174.39165.567330Rocky 
Mount Soil‐19.6141289.3070.88281433
315.976315.976260.1320260.132168.932160.385330Rocky 
Mount Soil‐19.1974279.0910.88281434
303.514303.514250.9060250.906162.94154.696330Rocky 
Mount Soil‐18.7819268.0810.88281435
290.16290.16240.8550240.855156.413148.499330Rocky 
Mount Soil‐18.3673256.2840.88281436
275.922275.922229.9770229.977149.349141.793330Rocky 
Mount Soil‐17.9537243.7050.88281437
260.804260.804218.2670218.267141.744134.573330Rocky 
Mount Soil‐17.5411230.350.88281438
244.814244.814205.7220205.722133.597126.838330Rocky 
Mount Soil‐17.1295216.2250.88281439
227.955227.955192.3360192.336124.905118.586330Rocky 
Mount Soil‐16.7187201.3330.88281440
210.236210.236178.1070178.107115.664109.812330Rocky 
Mount Soil‐16.3088185.6820.88281441
191.661191.661163.0280163.028105.872100.516330Rocky 
Mount Soil‐15.8998169.2740.88281442
172.234172.234147.0970147.09795.52690.693330Rocky 
Mount Soil‐15.4916152.1150.88281443
151.962151.962130.3080130.30884.62380.3416330Rocky 
Mount Soil‐15.0842134.210.88281444
130.849130.849112.6560112.65673.159669.4582330Rocky 
Mount Soil‐14.6776115.5620.88281445
108.9108.994.136094.13661.132758.0398330Rocky 
Mount Soil‐14.271896.1760.88281446
86.118986.118974.743074.74348.538646.0828330Rocky 
Mount Soil‐13.866776.0560.88281447
62.510762.510754.4713054.471335.37433.5843330Rocky 
Mount Soil‐13.462355.20590.88281448
38.079638.079633.3153033.315321.635220.5406330Rocky 
Mount Soil‐13.058533.62930.88281449
12.829412.829411.2693011.26937.318346.94808330Rocky 
Mount Soil‐12.655511.330.88281450

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Interslice Data
Global Minimum Query (bishop simplified) ‐ Safety Factor: 1.06408
Interslice  
Force Angle  
[degrees]
Interslice  
Shear Force  
[lbs]
Interslice  
Normal Force  
[lbs]
Y  
coordinate ‐ Bottom  
[ft]
X  
coordinate  
[ft]
Slice  
Number
000909.179283.7381
002.66993908.59284.6212
0010.2287908.011285.5043
0022.029907.443286.3874
0037.4578906.884287.275
0055.9357906.336288.1536
0076.9157905.797289.0357
0099.8818905.268289.9188
00124.348904.749290.8019
00149.857904.239291.68410
00175.982903.738292.56711
00202.32903.246293.44912
00228.497902.763294.33213
00254.164902.29295.21514
00278.998901.825296.09815
00302.699901.369296.98116
00324.992900.921297.86417
00345.625900.482298.74618
00364.367900.051299.62919
00380.951899.628300.51220
00394.983899.214301.39521
00406.383898.808302.27822
00415.121898.41303.1623
00421.189898.019304.04324
00424.596897.637304.92625
00425.373897.263305.80926
00423.569896.896306.69227
00419.252896.537307.57428
00412.51896.185308.45729
00403.448895.841309.3430
00392.189895.504310.22331
00378.875895.175311.10632
00363.665894.853311.98933
00346.737894.539312.87134
00328.286894.231313.75435
00308.525893.931314.63736
00287.683893.638315.5237
00266.007893.352316.40338
00243.762893.073317.28539
00221.231892.801318.16840
00198.712892.536319.05141
00176.521892.277319.93442
00154.993892.026320.81743
00134.478891.781321.69944
00115.344891.543322.58245
0097.9757891.312323.46546
0082.7771891.087324.34847
0070.1679890.87325.23148
0060.586890.658326.11449
0054.4866890.453326.99650
000890.255327.87951

Global Minimum Query (janbu simplified) ‐ Safety Factor: 1.05329
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Interslice
Force Angle  
[degrees]
Interslice
Shear Force  
[lbs]
Interslice  
Normal Force  
[lbs]
Y  
coordinate ‐ Bottom  
[ft]
X  
coordinate  
[ft]
Slice  
Number
000909.179283.7381
002.58724908.59284.6212
009.90154908.011285.5043
0021.3023907.443286.3874
0036.1833906.884287.275
0053.9717906.336288.1536
0074.1268905.797289.0357
0096.1387905.268289.9188
00119.528904.749290.8019
00143.843904.239291.68410
00168.661903.738292.56711
00193.588903.246293.44912
00218.254902.763294.33213
00242.315902.29295.21514
00265.454901.825296.09815
00287.377901.369296.98116
00307.813900.921297.86417
00326.515900.482298.74618
00343.259900.051299.62919
00357.789899.628300.51220
00369.75899.214301.39521
00379.071898.808302.27822
00385.727898.41303.1623
00389.714898.019304.04324
00391.048897.637304.92625
00389.765897.263305.80926
00385.917896.896306.69227
00379.58896.537307.57428
00370.844896.185308.45729
00359.82895.841309.3430
00346.636895.504310.22331
00331.44895.175311.10632
00314.395894.853311.98933
00295.685894.539312.87134
00275.51894.231313.75435
00254.086893.931314.63736
00231.649893.638315.5237
00208.452893.352316.40338
00184.765893.073317.28539
00160.874892.801318.16840
00137.085892.536319.05141
00113.718892.277319.93442
0091.1128892.026320.81743
0069.626891.781321.69944
0049.6311891.543322.58245
0031.5191891.312323.46546
0015.6984891.087324.34847
002.59514890.87325.23148
00‐7.3471890.658326.11449
00‐13.6669890.453326.99650
000890.255327.87951

List Of Coordinates
External Boundary
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YX
887335
903300
922250
947188
98477
98445
856.09145
856.091188
856.091350
886350

Material Boundary
YX
856.091188
947188

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Slide Analysis Information
SLIDE ‐ An Interactive Slope Stability Program

Project Summary
Kernersville.slmd ‐ Group 1 ‐ StaticFile Name:
7.03Slide Modeler Version:
SLIDE ‐ An Interactive Slope Stability ProgramProject Title:
1/23/2018, 4:53:39 PMDate Created:

General Settings
Imperial UnitsUnits of Measurement:
daysTime Units:
feet/secondPermeability Units:
Left to RightFailure Direction:
StandardData Output:
20Maximum Material Properties:
20Maximum Support Properties:

Analysis Options
VerticalSlices Type:

Analysis Methods Used
Bishop simplified
Janbu simplified

50Number of slices:
0.005Tolerance:
75Maximum number of iterations:
YesCheck malpha < 0.2:
YesCreate Interslice boundaries at intersections 
with water tables and piezos:
1Initial trial value of FS:
YesSteffensen Iteration:

Groundwater Analysis
Water SurfacesGroundwater Method:
9.81Pore Fluid Unit Weight [lbs/ft3]:
YesUse negative pore pressure cutoff:
0Maximum negative pore pressure [psf]:
NoneAdvanced Groundwater Method:

Random Numbers
10116Pseudo‐random Seed:
Park and Miller v.3Random Number Generation Method:

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Surface Options
CircularSurface Type:
Grid SearchSearch Method:
10Radius Increment:
DisabledComposite Surfaces:
Create Tension CrackReverse Curvature:
Not DefinedMinimum Elevation:
3Minimum Depth [ft]:
Not DefinedMinimum Area:
Not DefinedMinimum Weight:

Seismic
NoAdvanced seismic analysis:
NoStaged pseudostatic analysis:

Material Properties
WasteRocky Mount SoilProperty
Color
Mohr‐CoulombMohr‐CoulombStrength Type
58125Unit Weight [lbs/ft3]
00Cohesion [psf]
3733Friction Angle [deg]
NoneNoneWater Surface
00Ru Value

Global Minimums
Method: bishop simplified
1.529250FS
355.638, 1015.945Center:
128.718Radius:
283.738, 909.179Left Slip Surface Endpoint:
327.879, 890.255Right Slip Surface Endpoint:
868058 lb‐ftResisting Moment:
567638 lb‐ftDriving Moment:
89.9363 ft2Total Slice Area:
44.1407 ftSurface Horizontal Width:
2.03749 ftSurface Average Height:

Method: janbu simplified
1.516680FS
355.638, 1015.945Center:
128.718Radius:
283.738, 909.179Left Slip Surface Endpoint:
327.879, 890.255Right Slip Surface Endpoint:
6169.57 lbResisting Horizontal Force:
4067.82 lbDriving Horizontal Force:
89.9363 ft2Total Slice Area:
44.1407 ftSurface Horizontal Width:
2.03749 ftSurface Average Height:

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Valid / Invalid Surfaces
Method: bishop simplified
3854Number of Valid Surfaces:
997Number of Invalid Surfaces:

Error Codes:
Error Code ‐103 reported for 12 surfaces
Error Code ‐115 reported for 787 surfaces
Error Code ‐1000 reported for 198 surfaces

Method: janbu simplified
3854Number of Valid Surfaces:
997Number of Invalid Surfaces:

Error Codes:
Error Code ‐103 reported for 12 surfaces
Error Code ‐115 reported for 787 surfaces
Error Code ‐1000 reported for 198 surfaces

Error Codes
The following errors were encountered during the computation:
‐103 = Two surface / slope intersections, but one or more surface / nonslope external polygon intersections lie between them. This usually occurs 
when the slip surface extends past the bottom of the soil region, but may also occur on a benched slope model with two sets of Slope Limits.
‐115 = Surface too shallow, below the minimum depth.
‐1000 = No valid slip surfaces are generated at a grid center. Unable to draw a surface.

Slice Data
Global Minimum Query (bishop simplified) ‐ Safety Factor: 1.52925
Effective  
Vertical 
Stress  
[psf]
Base  
Vertical 
Stress  
[psf]
Effective  
Normal 
Stress  
[psf]
Pore  
Pressure  
[psf]
Base  
Normal 
Stress  
[psf]
Shear  
Strength  
[psf]
Shear  
Stress  
[psf]
Base  
Friction 
Angle  
[degrees]
Base  
Cohesion  
[psf]
Base  
Material
Angle  
of Slice 
Base  
[degrees]
Weight  
[lbs]
Width  
[ft]
Slice  
Number
15.863915.863912.3605012.36058.026965.24895330Rocky 
Mount Soil‐33.721614.00220.8828141
46.939246.939236.7165036.716523.84415.592330Rocky 
Mount Soil‐33.250441.43090.8828142
76.719876.719860.2441060.244139.12325.5831330Rocky 
Mount Soil‐32.781867.71690.8828143
105.226105.22682.9455082.945553.865535.2235330Rocky 
Mount Soil‐32.315692.87850.8828144
132.478132.478104.8230104.82368.072844.5138330Rocky 
Mount Soil‐31.8518116.9330.8828145
158.496158.496125.8790125.87981.746453.4552330Rocky 
Mount Soil‐31.3903139.8970.8828146
183.295183.295146.1140146.11494.887462.0483330Rocky 
Mount Soil‐30.931161.7870.8828147
206.895206.895165.5310165.531107.49770.2939330Rocky 
Mount Soil‐30.474182.6180.8828148
229.312229.312184.1320184.132119.57778.1932330Rocky 
Mount Soil‐30.0191202.4060.8828149
250.563250.563201.9180201.918131.12885.7466330Rocky 
Mount Soil‐29.5663221.1640.88281410
270.663270.663218.8930218.893142.1592.9541330Rocky 
Mount Soil‐29.1155238.9060.88281411
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289.628289.628235.0540235.054152.64699.8176330Rocky 
Mount Soil‐28.6667255.6470.88281412
307.472307.472250.4070250.407162.617106.338330Rocky 
Mount Soil‐28.2197271.3980.88281413
324.21324.21264.9520264.952172.062112.514330Rocky 
Mount Soil‐27.7747286.1730.88281414
339.854339.854278.6890278.689180.982118.347330Rocky 
Mount Soil‐27.3315299.9820.88281415
354.419354.419291.6190291.619189.38123.838330Rocky 
Mount Soil‐26.89312.8390.88281416
367.917367.917303.7450303.745197.255128.988330Rocky 
Mount Soil‐26.4502324.7540.88281417
380.359380.359315.0680315.068204.607133.796330Rocky 
Mount Soil‐26.0121335.7380.88281418
390.327390.327324.3970324.397210.666137.758330Rocky 
Mount Soil‐25.5757344.5370.88281419
392.933392.933327.6370327.637212.77139.134330Rocky 
Mount Soil‐25.1408346.8380.88281420
393.767393.767329.4050329.405213.918139.884330Rocky 
Mount Soil‐24.7075347.5740.88281421
393.59393.59330.3250330.325214.516140.275330Rocky 
Mount Soil‐24.2757347.420.88281422
392.415392.415330.40330.4214.564140.307330Rocky 
Mount Soil‐23.8453346.3830.88281423
390.25390.25329.6280329.628214.063139.979330Rocky 
Mount Soil‐23.4164344.4730.88281424
387.106387.106328.0120328.012213.014139.293330Rocky 
Mount Soil‐22.9888341.6990.88281425
382.991382.991325.550325.55211.415138.248330Rocky 
Mount Soil‐22.5626338.0670.88281426
377.916377.916322.2450322.245209.268136.844330Rocky 
Mount Soil‐22.1377333.5880.88281427
371.888371.888318.0940318.094206.573135.081330Rocky 
Mount Soil‐21.7141328.2670.88281428
364.916364.916313.0990313.099203.329132.96330Rocky 
Mount Soil‐21.2918322.1140.88281429
357.008357.008307.2590307.259199.536130.48330Rocky 
Mount Soil‐20.8706315.1340.88281430
348.172348.172300.5740300.574195.195127.641330Rocky 
Mount Soil‐20.4506307.3350.88281431
338.416338.416293.0440293.044190.305124.443330Rocky 
Mount Soil‐20.0318298.7240.88281432
327.747327.747284.6680284.668184.865120.886330Rocky 
Mount Soil‐19.6141289.3070.88281433
316.172316.172275.4450275.445178.876116.97330Rocky 
Mount Soil‐19.1974279.0910.88281434
303.699303.699265.3750265.375172.336112.693330Rocky 
Mount Soil‐18.7819268.0810.88281435
290.334290.334254.4570254.457165.246108.057330Rocky 
Mount Soil‐18.3673256.2840.88281436
276.083276.083242.6890242.689157.604103.06330Rocky 
Mount Soil‐17.9537243.7050.88281437
260.953260.953230.0710230.071149.4197.7015330Rocky 
Mount Soil‐17.5411230.350.88281438
244.951244.951216.6020216.602140.66391.9817330Rocky 
Mount Soil‐17.1295216.2250.88281439
228.081228.081202.280202.28131.36285.8996330Rocky 
Mount Soil‐16.7187201.3330.88281440
210.349210.349187.1020187.102121.50579.454330Rocky 
Mount Soil‐16.3088185.6820.88281441
191.762191.762171.0680171.068111.09372.6454330Rocky 
Mount Soil‐15.8998169.2740.88281442
172.323172.323154.1760154.176100.12365.472330Rocky 
Mount Soil‐15.4916152.1150.88281443
152.038152.038136.4230136.42388.594557.9333330Rocky 
Mount Soil‐15.0842134.210.88281444
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130.913130.913117.8090117.80976.50650.0284330Rocky 
Mount Soil‐14.6776115.5620.88281445
108.951108.95198.3298098.329863.856141.7565330Rocky 
Mount Soil‐14.271896.1760.88281446
86.158786.158777.9837077.983750.643233.1164330Rocky 
Mount Soil‐13.866776.0560.88281447
62.538962.538956.7681056.768136.865624.107330Rocky 
Mount Soil‐13.462355.20590.88281448
38.096238.096234.6803034.680322.521714.7273330Rocky 
Mount Soil‐13.058533.62930.88281449
12.834912.834911.7176011.71767.609464.97594330Rocky 
Mount Soil‐12.655511.330.88281450

Global Minimum Query (janbu simplified) ‐ Safety Factor: 1.51668
Effective  
Vertical 
Stress  
[psf]
Base  
Vertical 
Stress  
[psf]
Effective  
Normal 
Stress  
[psf]
Pore  
Pressure  
[psf]
Base  
Normal 
Stress  
[psf]
Shear  
Strength  
[psf]
Shear  
Stress  
[psf]
Base  
Friction 
Angle  
[degrees]
Base  
Cohesion  
[psf]
Base  
Material
Angle  
of Slice 
Base  
[degrees]
Weight  
[lbs]
Width  
[ft]
Slice  
Number
15.86115.86112.3356012.33568.01085.2818330Rocky 
Mount Soil‐33.721614.00220.8828141
46.930546.930536.6436036.643623.796615.6899330Rocky 
Mount Soil‐33.250441.43090.8828142
76.705976.705960.1262060.126239.046425.7447330Rocky 
Mount Soil‐32.781867.71690.8828143
105.208105.20882.7855082.785553.761535.4468330Rocky 
Mount Soil‐32.315692.87850.8828144
132.455132.455104.6230104.62367.943344.7974330Rocky 
Mount Soil‐31.8518116.9330.8828145
158.467158.467125.6420125.64281.593153.7972330Rocky 
Mount Soil‐31.3903139.8970.8828146
183.263183.263145.8440145.84494.71262.4469330Rocky 
Mount Soil‐30.931161.7870.8828147
206.86206.86165.230165.23107.30170.7473330Rocky 
Mount Soil‐30.474182.6180.8828148
229.274229.274183.8020183.802119.36278.6995330Rocky 
Mount Soil‐30.0191202.4060.8828149
250.522250.522201.5620201.562130.89686.3043330Rocky 
Mount Soil‐29.5663221.1640.88281410
270.619270.619218.5110218.511141.90393.5616330Rocky 
Mount Soil‐29.1155238.9060.88281411
289.582289.582234.6510234.651152.384100.472330Rocky 
Mount Soil‐28.6667255.6470.88281412
307.425307.425249.9840249.984162.341107.037330Rocky 
Mount Soil‐28.2197271.3980.88281413
324.16324.16264.510264.51171.775113.257330Rocky 
Mount Soil‐27.7747286.1730.88281414
339.803339.803278.2320278.232180.686119.133330Rocky 
Mount Soil‐27.3315299.9820.88281415
354.366354.366291.1480291.148189.074124.663330Rocky 
Mount Soil‐26.89312.8390.88281416
367.863367.863303.2630303.263196.941129.85330Rocky 
Mount Soil‐26.4502324.7540.88281417
380.305380.305314.5750314.575204.287134.694330Rocky 
Mount Soil‐26.0121335.7380.88281418
390.271390.271323.8970323.897210.341138.685330Rocky 
Mount Soil‐25.5757344.5370.88281419
392.878392.878327.1410327.141212.448140.074330Rocky 
Mount Soil‐25.1408346.8380.88281420
393.712393.712328.9140328.914213.599140.833330Rocky 
Mount Soil‐24.7075347.5740.88281421
393.538393.538329.8420329.842214.202141.231330Rocky 
Mount Soil‐24.2757347.420.88281422
392.363392.363329.9240329.924214.255141.266330Rocky 
Mount Soil‐23.8453346.3830.88281423
390.199390.199329.1620329.162213.76140.939330Rocky 
Mount Soil‐23.4164344.4730.88281424
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387.056387.056327.5550327.555212.717140.252330Rocky 
Mount Soil‐22.9888341.6990.88281425
382.944382.944325.1060325.106211.126139.203330Rocky 
Mount Soil‐22.5626338.0670.88281426
377.869377.869321.8110321.811208.987137.792330Rocky 
Mount Soil‐22.1377333.5880.88281427
371.842371.842317.6740317.674206.3136.021330Rocky 
Mount Soil‐21.7141328.2670.88281428
364.871364.871312.6930312.693203.065133.888330Rocky 
Mount Soil‐21.2918322.1140.88281429
356.966356.966306.8690306.869199.283131.394330Rocky 
Mount Soil‐20.8706315.1340.88281430
348.132348.132300.1990300.199194.952128.539330Rocky 
Mount Soil‐20.4506307.3350.88281431
338.377338.377292.6850292.685190.072125.321330Rocky 
Mount Soil‐20.0318298.7240.88281432
327.71327.71284.3260284.326184.644121.742330Rocky 
Mount Soil‐19.6141289.3070.88281433
316.137316.137275.1210275.121178.666117.801330Rocky 
Mount Soil‐19.1974279.0910.88281434
303.666303.666265.0690265.069172.138113.497330Rocky 
Mount Soil‐18.7819268.0810.88281435
290.303290.303254.1690254.169165.06108.83330Rocky 
Mount Soil‐18.3673256.2840.88281436
276.056276.056242.4220242.422157.43103.799330Rocky 
Mount Soil‐17.9537243.7050.88281437
260.927260.927229.8230229.823149.24998.4051330Rocky 
Mount Soil‐17.5411230.350.88281438
244.927244.927216.3730216.373140.51492.6458330Rocky 
Mount Soil‐17.1295216.2250.88281439
228.059228.059202.070202.07131.22686.5219330Rocky 
Mount Soil‐16.7187201.3330.88281440
210.329210.329186.9130186.913121.38380.032330Rocky 
Mount Soil‐16.3088185.6820.88281441
191.744191.744170.8990170.899110.98373.175330Rocky 
Mount Soil‐15.8998169.2740.88281442
172.307172.307154.0280154.028100.02765.9513330Rocky 
Mount Soil‐15.4916152.1150.88281443
152.025152.025136.2960136.29688.511558.3587330Rocky 
Mount Soil‐15.0842134.210.88281444
130.902130.902117.7020117.70276.436250.3971330Rocky 
Mount Soil‐14.6776115.5620.88281445
108.943108.94398.2424098.242463.799342.0651330Rocky 
Mount Soil‐14.271896.1760.88281446
86.151986.151977.9162077.916250.599433.3619330Rocky 
Mount Soil‐13.866776.0560.88281447
62.53462.53456.7203056.720336.834624.2863330Rocky 
Mount Soil‐13.462355.20590.88281448
38.093338.093334.6519034.651922.503214.8371330Rocky 
Mount Soil‐13.058533.62930.88281449
12.83412.83411.7083011.70837.603425.0132330Rocky 
Mount Soil‐12.655511.330.88281450

Interslice Data
Global Minimum Query (bishop simplified) ‐ Safety Factor: 1.52925
SLIDE - An Interactive Slope Stability Program: Page 6 of 9
SLIDEINTERPRET 7.030
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Interslice
Force Angle  
[degrees]
Interslice
Shear Force  
[lbs]
Interslice  
Normal Force  
[lbs]
Y  
coordinate ‐ Bottom  
[ft]
X  
coordinate  
[ft]
Slice  
Number
000909.179283.7381
002.6534908.59284.6212
0010.1521908.011285.5043
0021.8371907.443286.3874
0037.0868906.884287.275
0055.3152906.336288.1536
0075.9706905.797289.0357
0098.5346905.268289.9188
00122.52904.749290.8019
00147.472904.239291.68410
00172.964903.738292.56711
00198.597903.246293.44912
00224.003902.763294.33213
00248.837902.29295.21514
00272.784901.825296.09815
00295.551901.369296.98116
00316.87900.921297.86417
00336.499900.482298.74618
00354.216900.051299.62919
00369.767899.628300.51220
00382.785899.214301.39521
00393.198898.808302.27822
00400.987898.41303.1623
00406.15898.019304.04324
00408.705897.637304.92625
00408.69897.263305.80926
00406.16896.896306.69227
00401.19896.537307.57428
00393.871896.185308.45729
00384.313895.841309.3430
00372.643895.504310.22331
00359.006895.175311.10632
00343.561894.853311.98933
00326.488894.539312.87134
00307.981894.231313.75435
00288.25893.931314.63736
00267.521893.638315.5237
00246.038893.352316.40338
00224.06893.073317.28539
00201.86892.801318.16840
00179.73892.536319.05141
00157.975892.277319.93442
00136.916892.026320.81743
00116.89891.781321.69944
0098.2503891.543322.58245
0081.3634891.312323.46546
0066.6127891.087324.34847
0054.3969890.87325.23148
0045.1298890.658326.11449
0039.2406890.453326.99650
000890.255327.87951

Global Minimum Query (janbu simplified) ‐ Safety Factor: 1.51668
SLIDE - An Interactive Slope Stability Program: Page 7 of 9
SLIDEINTERPRET 7.030
Kernersville.slmd 1/23/2018, 4:53:39 PM
Interslice
Force Angle  
[degrees]
Interslice
Shear Force  
[lbs]
Interslice  
Normal Force  
[lbs]
Y  
coordinate ‐ Bottom  
[ft]
X  
coordinate  
[ft]
Slice  
Number
000909.179283.7381
002.60584908.59284.6212
009.9642908.011285.5043
0021.4206907.443286.3874
0036.3575906.884287.275
0054.1932906.336288.1536
0074.3799905.797289.0357
0096.403905.268289.9188
00119.78904.749290.8019
00144.058904.239291.68410
00168.814903.738292.56711
00193.655903.246293.44912
00218.214902.763294.33213
00242.151902.29295.21514
00265.153901.825296.09815
00286.93901.369296.98116
00307.218900.921297.86417
00325.778900.482298.74618
00342.391900.051299.62919
00356.809899.628300.51220
00368.688899.214301.39521
00377.96898.808302.27822
00384.609898.41303.1623
00388.635898.019304.04324
00390.06897.637304.92625
00388.924897.263305.80926
00385.285896.896306.69227
00379.219896.537307.57428
00370.823896.185308.45729
00360.207895.841309.3430
00347.502895.504310.22331
00332.854895.175311.10632
00316.427894.853311.98933
00298.401894.539312.87134
00278.974894.231313.75435
00258.358893.931314.63736
00236.783893.638315.5237
00214.494893.352316.40338
00191.753893.073317.28539
00168.837892.801318.16840
00146.038892.536319.05141
00123.665892.277319.93442
00102.042892.026320.81743
0081.5081891.781321.69944
0062.419891.543322.58245
0045.1446891.312323.46546
0030.0709891.087324.34847
0017.5989890.87325.23148
008.14547890.658326.11449
002.14256890.453326.99650
000890.255327.87951

List Of Coordinates
External Boundary
SLIDE - An Interactive Slope Stability Program: Page 8 of 9
SLIDEINTERPRET 7.030
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YX
887335
903300
922250
947188
98477
98445
856.09145
856.091188
856.091350
886350

Material Boundary
YX
856.091188
947188

SLIDE - An Interactive Slope Stability Program: Page 9 of 9
SLIDEINTERPRET 7.030
Kernersville.slmd 1/23/2018, 4:53:39 PM

S&ME, Inc. | 8646 W Market St, Ste 105 | Greensboro, NC 27409 | p 336.288.7180 | www.smeinc.com

February 22, 2018
OmniSource Southeast, LLC
2233 Wal-Pat Road
Smithfield, North Carolina 27577
Attention: Mr. James B. Winegar
Reference: REPORT OF LABORATORY TESTING
OmniSource – K’ville Soil Testing
Kernersville, North Carolina
S&ME Project No. 1358-17-082

Dear Mr. Winegar:
Attached are the laboratory testing results for samples KV-1 and RM-1 delivered to our office on February 5, 2018.
Our services were performed in general accordance with S&ME Short Form Agreement (SFAS-071), dated
December 4, 2017.
Please contact us if you have any questions regarding this information.
Sincerely,
S&ME, Inc.

Stephen Lacz, P.E.
Project Manager

SL/lss

25.4%
16.0%
Fine Sand < 0.425 mm and > 0.075 mm
S&ME, Inc. Greensboro: 8646 West Market Street, Suite 105, Greensboro, NC 27409
2-19-18
Form No: TR-D422-WH-1Ga
Revision No. 1
< 75 mm and > 4.75 mm (#4)Silt < 0.075 and > 0.005 mmGravel
OmniSource Southeast LLC
NAKV-1 Type:
Client Name:

Revision Date: 8/10/17
ASTM D 422
Cobbles < 300 mm (12") and > 75 mm (3")
Sample Date:
2-20-18
Stockpile NA
Sample Description:
Sample:Location:
Project #:
Client Address:
Test Date(s):
Report Date:1358-17-082
3/8"
< 2.00 mm and > 0.425 mm (#40)
Coarse Sand < 4.75 mm and >2.00 mm (#10)
Omni Source K'ville Soil Testing
Smithfield, NC
Red Brown Silty Clayey SAND (SC)
Elevation:NA
Project Name:
Sample Id.
Medium Sand
Maximum Particle Size
0.7%
Specific Gravity Cc =######Cu =
This report shall not be reproduced, except in full, without the written approval of S&ME, Inc.
2/20/2018Steve Lacz, PE
Notes / Deviations / References:

Technical Responsibility Signature Date
oSoft

2-5-18
Plastic Index
Position
25.4%
15.3%
Fine Sand
Group Leader
o o
Fine Sand
Silt & Clay
SIEVE ANALYSIS OF SOILS
Coarse Sand
Clay < 0.005 mm
8.3%
Colloids < 0.001 mm
Plastic Limit
Moisture Content
49.7%
30
o
Medium Sand 16.0%8.3%
Hard & Durable o
Angular
Weathered & Friable
Description of Sand & Gravel Particles:Rounded
Medium Sand
27
######
Coarse Sand
Gravel
Liquid Limit 57
3"1.5"1"3/4"3/8"#4 #10 #20 #40 #60 #100 #200
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.010.101.0010.00100.00Percent Passing (%)Millimeters
S&ME, Inc. - Corporate 3201 Spring Forest Road
Raleigh, NC. 27616
KV-1 Gr. Sz.
Page 1 of 1
A
B
C
D
E
F
N
LL
25
LIQUID LIMIT, PLASTIC LIMIT,
& PLASTIC INDEX
Form No. TR-D4318-T89-90
One Point Liquid Limit
AASHTO T 90xo
Revision Date: 7/26/17
Revision No. 1
Project #:
Project Name:
ASTM D 4318 AASHTO T 89 o
S&ME ID #Cal Date:
S&ME, Inc. Greensboro: 8646 West Market Street, Suite 105, Greensboro, NC 27409
Sample Description:
2/26/2017
1-20-18

Smithfield, NCClient Address:
Client Name:
Grooving tool
Cal Date:Type and Specification
NALocation:
Boring #:
Type and Specification
Oven 5470
12/10/2017
5544
OmniSource Southeast LLC
5832
Red Brown Sandy Silty CLAY
Report Date:
Sample Date:
Omni Source K'ville Soil Testing Test Date(s)1-19-18
S&ME ID #
12/10/2017
Bulk
Balance (0.01 g)
KV-1 Sample #:
Offset:

2-5-18
1358-17-082
Elevation:Stockpiles NA
103
#DIV/0!
Tare Weight
16.37

11.29
Moisture Contents determined by
ASTM D 2216
3.11
# OF DROPS
% Moisture (D/E)*100 52.2%
35
115
Dry Soil Weight (C-A)
LL = F * FACTOR
5.96
Wet Soil Weight + A
Dry Soil Weight + A
Water Weight (B-C)
26.7%

23
Factor
0.979
0.985
0.99
Ave.Average
Wet Preparation Dry Preparation
1.24
17.33
4.70 5.08
Group Symbol
Plastic Limit
One-point Method
Plastic Index
This report shall not be reproduced, except in full, without the written approval of S&ME, Inc.
21.03
23.06
15.82
2.90
23.93

19

Technician Name Date
2/20/2018
Technical Responsibility
24
Estimate the % Retained on the #40 Sieve:
1.000
NP, Non-Plastic
Jimmy Thomasson
Air Dried
2/19/18 Steve Lacz, PE
Notes / Deviations / References:

ASTM D 4318: Liquid Limit, Plastic Limit, & Plastic Index of Soils
CH
57
27
Date
1.014
29 1.018
1.009
N
20
21
22
N Factor
LL Apparatus 5571
3
12/1/2017
Liquid LimitPan #
Tare #: 8 1
Grooving tool
Grooving tool
14.24 15.84 11.39
20.34

28
55.9%
5.19
23.31
20.20
2.72
16.09
26.4%

60.2%
4.52
Plastic Limit
27.0%
1.37
17.74
o
0.974
28
27
26 1.005
30
Multipoint Method
0.995 30 1.022
Liquid Limit
15 20 25 30 35 40
50.0
55.0
60.0
65.0
70.0
10 100% Moisture Content# of Drops
S&ME, INC. - Corporate 3201 Spring Forest Road
Raleigh, NC. 27616
KV-1 PI
Page 1 of 1
- -
x o
o x o
o x o x
3/8"
#10
ASTM D 698

Bulk Gravity
% Moisture
Location:
104.0Maximum Dry Density
Red Brown Silty Clayey SAND (SC)
Method B
2/5/2018
Group Leader
Date
2/20/2018
Mechanical Rammer Manual Rammer
Technical Responsibility Signature
Moist Preparation
References / Comments / Deviations:
ASTM D 698: Laboratory Compaction Characteristics of Soil Using Standard Effort
3/8 inch Sieve#4 Sieve
#VALUE!
Corrected for Oversize Fraction (ASTM D 4718)
3/4 inch Sieve
Opt. MC
Plastic Limit

Project Name:
Client Name:
Client Address:
Sample Description:
Quality Assurance
KV-1 Sample Date:Boring #:Sample #:
Offset:NA
Test Date(s):
Depth:
Smithfield, NC
Omni Source K'ville Soil Testing

49.7%
Moisture-Density Curve Displayed:
% Oversize
MDD
Steve Lacz, PE
2-14-18
OmniSource Southeast LLC
NA
Stockpile
15.3%
#VALUE!
#VALUE!
27
30

NA
Oversize Fraction
% Passing
Soil PropertiesNatural
Moisture
Content
3/4"
Optimum Moisture Content
#4
65.6%

99.3%

57
Sieve Size used to separate the Oversize Fraction:
Dry Preparation
Fine Fraction
#60
#40
Liquid Limit
Plastic Index
Specific
Gravity of Soil
#200
Form No. TR-D698-2
Revision No. : 1
Revision Date: 07/25/17
MOISTURE - DENSITY REPORT

100.0%
19.6% PCF.
Report Date:2-16-181358-17-082
S&ME, Inc. Greensboro: 8646 West Market Street, Suite 105, Greensboro, NC 27409
60.4%
S&ME Project #:
91.1%

This report shall not be reproduced, except in full, without the written approval of S&ME, Inc.
Position
ASTM D 2216: Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
85.0
90.0
95.0
100.0
105.0
110.0
115.0
120.0
125.0
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0Dry Density (PCF)Moisture Content (%)
Moisture-Density Relations of Soil and Soil-Aggregate Mixtures
S&ME,Inc. - Corporate 3201 Spring Forest Road
Raleigh, NC. 27616
KV-1 Proc.
Page 1 of 1
29.7%
20.0%
Fine Sand < 0.425 mm and > 0.075 mm
S&ME, Inc. Greensboro: 8646 West Market Street, Suite 105, Greensboro, NC 27409
2-19-18
Form No: TR-D422-WH-1Ga
Revision No. 1
< 75 mm and > 4.75 mm (#4)Silt < 0.075 and > 0.005 mmGravel
OmniSource Southeast LLC
NARM-1 Type:
Client Name:

Revision Date: 8/10/17
ASTM D 422
Cobbles < 300 mm (12") and > 75 mm (3")
Sample Date:
2-20-18
Stockpile NA
Sample Description:
Sample:Location:
Project #:
Client Address:
Test Date(s):
Report Date:1358-17-082
3/8"
< 2.00 mm and > 0.425 mm (#40)
Coarse Sand < 4.75 mm and >2.00 mm (#10)
Omni Source K'ville Soil Testing
Smithfield, NC
Red Brown Silty Clayey SAND (SC)
Elevation:NA
Project Name:
Sample Id.
Medium Sand
Maximum Particle Size
2.4%
Specific Gravity Cc =######Cu =
This report shall not be reproduced, except in full, without the written approval of S&ME, Inc.
2/20/2018Steve Lacz, PE
Notes / Deviations / References:

Technical Responsibility Signature Date
oSoft

2-5-18
Plastic Index
Position
29.7%
31.7%
Fine Sand
Group Leader
o o
Fine Sand
Silt & Clay
SIEVE ANALYSIS OF SOILS
Coarse Sand
Clay < 0.005 mm
4.6%
Colloids < 0.001 mm
Plastic Limit
Moisture Content
43.3%
22
o
Medium Sand 20.0%4.6%
Hard & Durable o
Angular
Weathered & Friable
Description of Sand & Gravel Particles:Rounded
Medium Sand
23
######
Coarse Sand
Gravel
Liquid Limit 45
3"1.5"1"3/4"3/8"#4 #10 #20 #40 #60 #100 #200
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.010.101.0010.00100.00Percent Passing (%)Millimeters
S&ME, Inc. - Corporate 3201 Spring Forest Road
Raleigh, NC. 27616
RM-1 Gr. Sz.
Page 1 of 1
A
B
C
D
E
F
N
LL
25
LIQUID LIMIT, PLASTIC LIMIT,
& PLASTIC INDEX
Form No. TR-D4318-T89-90
One Point Liquid Limit
AASHTO T 90xo
Revision Date: 7/26/17
Revision No. 1
Project #:
Project Name:
ASTM D 4318 AASHTO T 89 o
S&ME ID #Cal Date:
S&ME, Inc. Greensboro: 8646 West Market Street, Suite 105, Greensboro, NC 27409
Sample Description:
2/26/2017
1-20-18

Smithfield, NCClient Address:
Client Name:
Grooving tool
Cal Date:Type and Specification
NALocation:
Boring #:
Type and Specification
Oven 5470
12/10/2017
5544
OmniSource Southeast LLC
5832
Red Brown Sandy Silty CLAY
Report Date:
Sample Date:
Omni Source K'ville Soil Testing Test Date(s)1-19-18
S&ME ID #
12/10/2017
Bulk
Balance (0.01 g)
RM-1 Sample #:
Offset:

2-5-18
1358-17-082
Elevation:Stockpiles NA
119
#DIV/0!
Tare Weight
16.64

11.27
Moisture Contents determined by
ASTM D 2216
2.28
# OF DROPS
% Moisture (D/E)*100 43.3%
33
107
Dry Soil Weight (C-A)
LL = F * FACTOR
5.27
Wet Soil Weight + A
Dry Soil Weight + A
Water Weight (B-C)
22.7%

23
Factor
0.979
0.985
0.99
Ave.Average
Wet Preparation Dry Preparation
1.12
17.29
4.86 5.37
Group Symbol
Plastic Limit
One-point Method
Plastic Index
This report shall not be reproduced, except in full, without the written approval of S&ME, Inc.
20.63
23.33
15.95
3.09
23.72

18

Technician Name Date
2/20/2018
Technical Responsibility
24
Estimate the % Retained on the #40 Sieve:
1.000
NP, Non-Plastic
Jimmy Thomasson
Air Dried
2/19/2018 Steve Lacz, PE
Notes / Deviations / References:

ASTM D 4318: Liquid Limit, Plastic Limit, & Plastic Index of Soils
CL
45
23
Date
1.014
29 1.018
1.009
N
20
21
22
N Factor
LL Apparatus 5571
29
12/1/2017
Liquid LimitPan #
Tare #: 10 2
Grooving tool
Grooving tool
16.07 13.84 11.31
21.02

23
45.5%
6.79
23.62
21.34
2.31
16.17
23.0%

45.6%
5.07
Plastic Limit
22.3%
1.20
17.84
o
0.974
28
27
26 1.005
22
Multipoint Method
0.995 30 1.022
Liquid Limit
15 20 25 30 35 40
40.0
45.0
50.0
55.0
60.0
10 100% Moisture Content# of Drops
S&ME, INC. - Corporate 3201 Spring Forest Road
Raleigh, NC. 27616
RM-1 PI
Page 1 of 1
- -
x o
o x o
o x o x
3/8"
#10
ASTM D 698

Bulk Gravity
% Moisture
Location:
99.4Maximum Dry Density
Red Brown Silty Clayey SAND (SC)
Method B
2/5/2018
Group Leader
Date
2/20/2018
Mechanical Rammer Manual Rammer
Technical Responsibility Signature
Moist Preparation
References / Comments / Deviations:
ASTM D 698: Laboratory Compaction Characteristics of Soil Using Standard Effort
3/8 inch Sieve#4 Sieve
#VALUE!
Corrected for Oversize Fraction (ASTM D 4718)
3/4 inch Sieve
Opt. MC
Plastic Limit

Project Name:
Client Name:
Client Address:
Sample Description:
Quality Assurance
RM-1 Sample Date:Boring #:Sample #:
Offset:NA
Test Date(s):
Depth:
Smithfield, NC
Omni Source K'ville Soil testing

43.3%
Moisture-Density Curve Displayed:
% Oversize
MDD
Steve Lacz, PE
2-14-18
OmniSource Southeast LLC
NA
NA
31.7%
#VALUE!
#VALUE!
23
22

NA
Oversize Fraction
% Passing
Soil PropertiesNatural
Moisture
Content
3/4"
Optimum Moisture Content
#4
63.3%

97.6%

45
Sieve Size used to separate the Oversize Fraction:
Dry Preparation
Fine Fraction
#60
#40
Liquid Limit
Plastic Index
Specific
Gravity of Soil
#200
Form No. TR-D698-2
Revision No. : 1
Revision Date: 07/25/17
MOISTURE - DENSITY REPORT

100.0%
24.0% PCF.
Report Date:2-16-181358-17-082
S&ME, Inc. Greensboro: 8646 West Market Street, Suite 105, Greensboro, NC 27409
53.1%
S&ME Project #:
93.0%

This report shall not be reproduced, except in full, without the written approval of S&ME, Inc.
Position
ASTM D 2216: Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
85.0
90.0
95.0
100.0
105.0
110.0
115.0
120.0
125.0
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0Dry Density (PCF)Moisture Content (%)
Moisture-Density Relations of Soil and Soil-Aggregate Mixtures
S&ME,Inc. - Corporate 3201 Spring Forest Road
Raleigh, NC. 27616
RM-1 Proc.
Page 1 of 1

S&ME, Inc. | 8646 W Market St, Ste 105 | Greensboro, NC 27409 | p 336.288.7180 | www.smeinc.com

March 14, 2018
OmniSource Southeast, LLC
2233 Wal-Pat Road
Smithfield, North Carolina 27577
Attention: Mr. James B. Winegar
Reference: REPORT OF LABORATORY TESTING
OmniSource – K’ville Soil Testing
Kernersville, North Carolina
S&ME Project No. 1358-17-082

Dear Mr. Winegar:
Attached are the direct shear laboratory testing results for samples KV-1 and RM-1 delivered to our office on
February 5, 2018. Our services were performed in general accordance with S&ME Short Form Agreement (SFAS-
071), dated December 4, 2017 and e-mail request from Hannu Kemppinen with Joyce Engineering on February 23,
2018.
Please contact us if you have any questions regarding this information.
Sincerely,
S&ME, Inc.

Stephen Lacz, P.E.
Project Manager

SL/lss

Tested By: Michael D. Kelso Checked By: Jeffery A. Abston 3/14/18C & phi are not test results but an interpretation of the test results. The designer is responsible for interpreting test data as provided by S&ME.DIRECT SHEAR TEST REPORT
S & ME, INC.
Louisville, TN
Client: OmniSource Southeast LLC
Project: Omni Source K'ville Soil Testing
Location: KV-1
Proj. No.: 1358-17-082 Date Sampled: 2/5/2018
Sample Type: Remolded Sample
Description: Red Brown Silty Clayey SAND (SC)
LL= 57 PI= 30PL= 27
Assumed Specific Gravity= 2.65
Remarks:ASTM D3080
Figure 1
Sample No.
Water Content, %
Dry Density, pcf
Saturation, %
Void Ratio
Diameter, in.
Height, in.
Water Content, %
Dry Density, pcf
Saturation, %
Void Ratio
Diameter, in.
Height, in.
Normal Stress, ksf
Fail. Stress, ksf
Strain, %
Ult. Stress, ksf
Strain, %
Strain rate, %/min.InitialAt TestShear Stress, ksf0
1
2
3
4
5
6
Strain, %
0 5 10 15 20
1
2
3Vertical Deformation, in.0.03
0.02
0.01
0
-0.01
-0.02
-0.03
Strain, %
0 4 8 12 16
Dilation
Consol.
1
2
3
Ult. Stress, ksf Fail. Stress, ksf 0
2
4
6
Normal Stress, ksf
0 2 4 6
C, ksf
f, deg
Tan(f)
Fail.Ult.
0.15
34.5
0.69
0.13
34.4
0.68
1
22.0
98.6
86.1
0.6782
2.501
1.197
25.2
100.0
102.2
0.6549
2.501
1.180
0.50
0.40
13.4
0.38
15.0
0.04
2
21.9
98.7
85.8
0.6763
2.501
1.197
22.4
104.2
101.1
0.5877
2.501
1.134
2.50
2.04
5.4
2.00
15.0
0.04
3
22.1
98.8
86.7
0.6747
2.501
1.195
22.5
104.4
101.7
0.5852
2.501
1.131
5.00
3.52
6.0
3.48
15.0
0.04
S & ME, Inc.
DIRECT SHEAR TEST 3/14/2018
Date:2/5/2018
Client:OmniSource Southeast LLC
Project:Omni Source K'ville Soil Testing
Project No.:1358-17-082
Location:KV-1
Description:Red Brown Silty Clayey SAND (SC)
Remarks:ASTM D3080
Type of Sample:Remolded Sample
Assumed Specific Gravity=2.65 LL=57 PL=27 PI=30
Parameters for Specimen No. 1
Specimen Parameter Initial Consolidated Final
Moisture content: Moist soil+tare, gms. 134.140 260.300
Moisture content: Dry soil+tare, gms. 120.520 221.860
Moisture content: Tare, gms. 58.700 69.600
Moisture, %22.0 25.2 25.2
Moist specimen weight, gms. 185.60
Diameter, in.2.501 2.501
Area, in.²4.911 4.911
Height, in.1.197 1.180
Net decrease in height, in.0.017
Wet density, pcf 120.3 125.2
Dry density, pcf 98.6 100.0
Void ratio 0.6782 0.6549
Saturation, %86.1 102.2
Test Readings for Specimen No. 1
Normal stress = 0.5 ksf
Strain rate, %/min. = 0.04
Fail. Stress = 0.40 ksf at reading no. 59
Ult. Stress = 0.38 ksf at reading no. 63
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
0 0.0000 0.422 0.0 0.0 0.00 -0.0311
1 0.0050 2.209 1.8 0.2 0.05 -0.0322
2 0.0100 5.385 5.0 0.4 0.15 -0.0324
3 0.0150 8.272 7.8 0.6 0.23 -0.0328
4 0.0200 8.748 8.3 0.8 0.24 -0.0338
5 0.0250 10.325 9.9 1.0 0.29 -0.0330
6 0.0300 10.015 9.6 1.2 0.28 -0.0341
7 0.0350 11.385 11.0 1.4 0.32 -0.0342
8 0.0400 11.400 11.0 1.6 0.32 -0.0342
9 0.0450 11.677 11.3 1.8 0.33 -0.0344
10 0.0500 11.578 11.2 2.0 0.33 -0.0346
11 0.0550 11.559 11.1 2.2 0.33 -0.0345
12 0.0600 12.522 12.1 2.4 0.35 -0.0339
13 0.0650 12.618 12.2 2.6 0.36 -0.0341
14 0.0700 12.064 11.6 2.8 0.34 -0.0331
S & ME, Inc.
Test Readings for Specimen No. 1
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
15 0.0750 12.344 11.9 3.0 0.35 -0.0328
16 0.0800 12.137 11.7 3.2 0.34 -0.0326
17 0.0850 12.938 12.5 3.4 0.37 -0.0317
18 0.0900 12.785 12.4 3.6 0.36 -0.0308
19 0.0950 12.948 12.5 3.8 0.37 -0.0303
20 0.1000 13.011 12.6 4.0 0.37 -0.0300
21 0.1050 13.188 12.8 4.2 0.37 -0.0293
22 0.1100 13.627 13.2 4.4 0.39 -0.0292
23 0.1150 13.212 12.8 4.6 0.37 -0.0283
24 0.1200 13.182 12.8 4.8 0.37 -0.0278
25 0.1250 13.086 12.7 5.0 0.37 -0.0266
26 0.1300 12.776 12.4 5.2 0.36 -0.0258
27 0.1350 13.459 13.0 5.4 0.38 -0.0253
28 0.1400 12.672 12.2 5.6 0.36 -0.0252
29 0.1450 13.250 12.8 5.8 0.38 -0.0250
30 0.1501 13.114 12.7 6.0 0.37 -0.0247
31 0.1551 13.102 12.7 6.2 0.37 -0.0247
32 0.1601 13.130 12.7 6.4 0.37 -0.0245
33 0.1651 13.061 12.6 6.6 0.37 -0.0244
34 0.1701 13.163 12.7 6.8 0.37 -0.0244
35 0.1751 13.134 12.7 7.0 0.37 -0.0236
36 0.1801 12.303 11.9 7.2 0.35 -0.0240
37 0.1851 13.393 13.0 7.4 0.38 -0.0231
38 0.1901 13.640 13.2 7.6 0.39 -0.0227
39 0.1951 13.016 12.6 7.8 0.37 -0.0230
40 0.2001 12.724 12.3 8.0 0.36 -0.0221
41 0.2051 12.642 12.2 8.2 0.36 -0.0221
42 0.2101 13.412 13.0 8.4 0.38 -0.0220
43 0.2151 12.719 12.3 8.6 0.36 -0.0220
44 0.2201 13.497 13.1 8.8 0.38 -0.0212
45 0.2251 12.608 12.2 9.0 0.36 -0.0214
46 0.2301 13.053 12.6 9.2 0.37 -0.0214
47 0.2351 12.713 12.3 9.4 0.36 -0.0209
48 0.2401 12.739 12.3 9.6 0.36 -0.0205
49 0.2451 13.001 12.6 9.8 0.37 -0.0205
50 0.2501 13.025 12.6 10.0 0.37 -0.0201
51 0.2551 13.272 12.9 10.2 0.38 -0.0198
52 0.2651 13.216 12.8 10.6 0.38 -0.0196
53 0.2751 12.825 12.4 11.0 0.36 -0.0196
54 0.2851 13.163 12.7 11.4 0.37 -0.0188
55 0.2951 13.087 12.7 11.8 0.37 -0.0187
56 0.3051 13.593 13.2 12.2 0.39 -0.0184
57 0.3151 13.747 13.3 12.6 0.39 -0.0181
58 0.3251 12.956 12.5 13.0 0.37 -0.0179
59 0.3351 14.081 13.7 13.4 0.40 -0.0178
60 0.3451 13.225 12.8 13.8 0.38 -0.0176
61 0.3552 14.113 13.7 14.2 0.40 -0.0177
S & ME, Inc.
Test Readings for Specimen No. 1
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
62 0.3652 13.360 12.9 14.6 0.38 -0.0173
63 0.3752 13.393 13.0 15.0 0.38 -0.0175
Parameters for Specimen No. 2
Specimen Parameter Initial Consolidated Final
Moisture content: Moist soil+tare, gms. 123.020 291.930
Moisture content: Dry soil+tare, gms. 112.120 257.770
Moisture content: Tare, gms. 62.340 105.350
Moisture, %21.9 22.4 22.4
Moist specimen weight, gms. 185.60
Diameter, in.2.501 2.501
Area, in.²4.911 4.911
Height, in.1.197 1.134
Net decrease in height, in.0.063
Wet density, pcf 120.3 127.6
Dry density, pcf 98.7 104.2
Void ratio 0.6763 0.5877
Saturation, %85.8 101.1
Test Readings for Specimen No. 2
Normal stress = 2.5 ksf
Strain rate, %/min. = 0.04
Fail. Stress = 2.04 ksf at reading no. 27
Ult. Stress = 2.00 ksf at reading no. 63
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
0 0.0000 -1.182 0.0 0.0 0.00 -0.0801
1 0.0050 0.686 1.9 0.2 0.05 -0.0811
2 0.0100 11.922 13.1 0.4 0.38 -0.0822
3 0.0150 18.930 20.1 0.6 0.59 -0.0830
4 0.0200 23.398 24.6 0.8 0.72 -0.0842
5 0.0250 29.867 31.0 1.0 0.91 -0.0851
6 0.0300 34.600 35.8 1.2 1.05 -0.0859
7 0.0350 38.579 39.8 1.4 1.17 -0.0859
8 0.0400 41.595 42.8 1.6 1.25 -0.0863
9 0.0450 45.374 46.6 1.8 1.37 -0.0864
10 0.0500 48.269 49.5 2.0 1.45 -0.0861
11 0.0550 50.145 51.3 2.2 1.51 -0.0865
12 0.0600 52.267 53.4 2.4 1.57 -0.0863
13 0.0650 54.258 55.4 2.6 1.63 -0.0867
14 0.0700 57.035 58.2 2.8 1.71 -0.0865
15 0.0750 58.985 60.2 3.0 1.76 -0.0862
16 0.0800 59.845 61.0 3.2 1.79 -0.0859
17 0.0850 60.819 62.0 3.4 1.82 -0.0857
18 0.0900 62.886 64.1 3.6 1.88 -0.0857
19 0.0950 63.648 64.8 3.8 1.90 -0.0846
20 0.1000 64.417 65.6 4.0 1.92 -0.0848
21 0.1050 65.170 66.4 4.2 1.95 -0.0843
S & ME, Inc.
Test Readings for Specimen No. 2
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
22 0.1100 65.791 67.0 4.4 1.96 -0.0843
23 0.1150 66.083 67.3 4.6 1.97 -0.0834
24 0.1200 67.579 68.8 4.8 2.02 -0.0834
25 0.1250 67.091 68.3 5.0 2.00 -0.0829
26 0.1300 67.192 68.4 5.2 2.00 -0.0826
27 0.1350 68.253 69.4 5.4 2.04 -0.0827
28 0.1400 66.805 68.0 5.6 1.99 -0.0816
29 0.1450 67.575 68.8 5.8 2.02 -0.0813
30 0.1501 67.534 68.7 6.0 2.01 -0.0811
31 0.1551 68.282 69.5 6.2 2.04 -0.0811
32 0.1601 67.508 68.7 6.4 2.01 -0.0806
33 0.1651 67.431 68.6 6.6 2.01 -0.0806
34 0.1701 67.083 68.3 6.8 2.00 -0.0802
35 0.1751 66.404 67.6 7.0 1.98 -0.0801
36 0.1801 65.630 66.8 7.2 1.96 -0.0797
37 0.1851 66.881 68.1 7.4 2.00 -0.0795
38 0.1901 65.893 67.1 7.6 1.97 -0.0795
39 0.1951 65.480 66.7 7.8 1.95 -0.0795
40 0.2001 65.000 66.2 8.0 1.94 -0.0792
41 0.2051 64.817 66.0 8.2 1.94 -0.0787
42 0.2101 65.095 66.3 8.4 1.94 -0.0787
43 0.2151 63.767 64.9 8.6 1.90 -0.0787
44 0.2201 64.674 65.9 8.8 1.93 -0.0785
45 0.2251 64.873 66.1 9.0 1.94 -0.0786
46 0.2301 65.008 66.2 9.2 1.94 -0.0786
47 0.2351 65.400 66.6 9.4 1.95 -0.0783
48 0.2401 64.670 65.9 9.6 1.93 -0.0785
49 0.2451 64.192 65.4 9.8 1.92 -0.0781
50 0.2501 64.258 65.4 10.0 1.92 -0.0777
51 0.2551 64.336 65.5 10.2 1.92 -0.0779
52 0.2651 64.536 65.7 10.6 1.93 -0.0778
53 0.2751 64.684 65.9 11.0 1.93 -0.0779
54 0.2851 64.517 65.7 11.4 1.93 -0.0779
55 0.2951 64.783 66.0 11.8 1.93 -0.0773
56 0.3051 64.531 65.7 12.2 1.93 -0.0778
57 0.3151 64.487 65.7 12.6 1.93 -0.0778
58 0.3251 65.022 66.2 13.0 1.94 -0.0769
59 0.3351 64.871 66.1 13.4 1.94 -0.0773
60 0.3451 65.108 66.3 13.8 1.94 -0.0773
61 0.3551 65.661 66.8 14.2 1.96 -0.0774
62 0.3652 65.940 67.1 14.6 1.97 -0.0773
63 0.3752 66.858 68.0 15.0 2.00 -0.0774
S & ME, Inc.
Parameters for Specimen No. 3
Specimen Parameter Initial Consolidated Final
Moisture content: Moist soil+tare, gms. 146.620 293.620
Moisture content: Dry soil+tare, gms. 131.070 259.470
Moisture content: Tare, gms. 60.660 107.470
Moisture, %22.1 22.5 22.5
Moist specimen weight, gms. 185.80
Diameter, in.2.501 2.501
Area, in.²4.912 4.912
Height, in.1.195 1.131
Net decrease in height, in.0.064
Wet density, pcf 120.6 127.8
Dry density, pcf 98.8 104.4
Void ratio 0.6747 0.5852
Saturation, %86.7 101.7
Test Readings for Specimen No. 3
Normal stress = 5 ksf
Strain rate, %/min. = 0.04
Fail. Stress = 3.52 ksf at reading no. 32
Ult. Stress = 3.48 ksf at reading no. 65
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
0 0.0000 1.989 0.0 0.0 0.00 -0.1523
1 0.0002 2.232 0.2 0.0 0.01 -0.1522
2 0.0002 2.027 0.0 0.0 0.00 -0.1522
3 0.0052 6.755 4.8 0.2 0.14 -0.1538
4 0.0102 21.031 19.0 0.4 0.56 -0.1548
5 0.0152 31.518 29.5 0.6 0.87 -0.1559
6 0.0202 42.548 40.6 0.8 1.19 -0.1567
7 0.0253 51.948 50.0 1.0 1.46 -0.1576
8 0.0302 59.909 57.9 1.2 1.70 -0.1584
9 0.0353 68.509 66.5 1.4 1.95 -0.1597
10 0.0403 74.997 73.0 1.6 2.14 -0.1605
11 0.0453 80.586 78.6 1.8 2.30 -0.1612
12 0.0503 84.986 83.0 2.0 2.43 -0.1622
13 0.0553 89.777 87.8 2.2 2.57 -0.1623
14 0.0603 93.493 91.5 2.4 2.68 -0.1628
15 0.0653 97.621 95.6 2.6 2.80 -0.1631
16 0.0703 100.440 98.5 2.8 2.89 -0.1635
17 0.0753 104.042 102.1 3.0 2.99 -0.1638
18 0.0803 106.890 104.9 3.2 3.08 -0.1639
19 0.0853 109.020 107.0 3.4 3.14 -0.1636
20 0.0903 111.247 109.3 3.6 3.20 -0.1641
21 0.0953 113.430 111.4 3.8 3.27 -0.1641
22 0.1003 115.409 113.4 4.0 3.33 -0.1640
23 0.1053 116.320 114.3 4.2 3.35 -0.1640
24 0.1103 116.933 114.9 4.4 3.37 -0.1639
25 0.1153 118.452 116.5 4.6 3.41 -0.1640
26 0.1203 119.914 117.9 4.8 3.46 -0.1639
27 0.1253 120.153 118.2 5.0 3.46 -0.1641
S & ME, Inc.
Test Readings for Specimen No. 3
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
28 0.1303 120.520 118.5 5.2 3.47 -0.1640
29 0.1353 120.830 118.8 5.4 3.48 -0.1640
30 0.1403 120.922 118.9 5.6 3.49 -0.1637
31 0.1453 121.806 119.8 5.8 3.51 -0.1636
32 0.1503 121.928 119.9 6.0 3.52 -0.1638
33 0.1553 121.255 119.3 6.2 3.50 -0.1632
34 0.1603 121.280 119.3 6.4 3.50 -0.1637
35 0.1653 121.925 119.9 6.6 3.52 -0.1636
36 0.1703 121.137 119.1 6.8 3.49 -0.1637
37 0.1753 121.895 119.9 7.0 3.52 -0.1639
38 0.1803 121.953 120.0 7.2 3.52 -0.1632
39 0.1853 121.142 119.2 7.4 3.49 -0.1633
40 0.1903 121.577 119.6 7.6 3.51 -0.1632
41 0.1953 121.612 119.6 7.8 3.51 -0.1635
42 0.2003 121.710 119.7 8.0 3.51 -0.1632
43 0.2053 120.954 119.0 8.2 3.49 -0.1632
44 0.2103 120.868 118.9 8.4 3.49 -0.1633
45 0.2154 120.843 118.9 8.6 3.48 -0.1633
46 0.2204 120.554 118.6 8.8 3.48 -0.1629
47 0.2254 121.413 119.4 9.0 3.50 -0.1630
48 0.2304 120.639 118.7 9.2 3.48 -0.1629
49 0.2354 119.790 117.8 9.4 3.45 -0.1627
50 0.2404 120.014 118.0 9.6 3.46 -0.1629
51 0.2454 119.565 117.6 9.8 3.45 -0.1627
52 0.2504 119.451 117.5 10.0 3.44 -0.1628
53 0.2554 119.967 118.0 10.2 3.46 -0.1625
54 0.2654 119.890 117.9 10.6 3.46 -0.1617
55 0.2754 119.765 117.8 11.0 3.45 -0.1623
56 0.2854 119.750 117.8 11.4 3.45 -0.1621
57 0.2954 119.704 117.7 11.8 3.45 -0.1622
58 0.3054 118.729 116.7 12.2 3.42 -0.1620
59 0.3154 119.541 117.6 12.6 3.45 -0.1623
60 0.3254 120.301 118.3 13.0 3.47 -0.1621
61 0.3354 120.357 118.4 13.4 3.47 -0.1625
62 0.3454 120.807 118.8 13.8 3.48 -0.1620
63 0.3554 120.229 118.2 14.2 3.47 -0.1617
64 0.3654 121.069 119.1 14.6 3.49 -0.1620
65 0.3754 120.701 118.7 15.0 3.48 -0.1625
Tested By: Michael D. Kelso Checked By: Jeffery A. Abston 3/14/18C & phi are not test results but an interpretation of the test results. The designer is responsible for interpreting test data as provided by S&ME.DIRECT SHEAR TEST REPORT
S & ME, INC.
Louisville, TN
Client: OmniSource Southeast LLC
Project: Omni Source K'ville Soil Testing
Location: RM-1
Proj. No.: 1358-17-082 Date Sampled: 2/5/2018
Sample Type: Remolded Sample
Description: Red Brown Silty Clayey SAND (SC)
LL= 45 PI= 22PL= 23
Assumed Specific Gravity= 2.65
Remarks:ASTM D3080
Figure 1
Sample No.
Water Content, %
Dry Density, pcf
Saturation, %
Void Ratio
Diameter, in.
Height, in.
Water Content, %
Dry Density, pcf
Saturation, %
Void Ratio
Diameter, in.
Height, in.
Normal Stress, ksf
Fail. Stress, ksf
Strain, %
Ult. Stress, ksf
Strain, %
Strain rate, %/min.InitialAt TestShear Stress, ksf0
1
2
3
4
5
6
Strain, %
0 5 10 15 20
1
2
3Vertical Deformation, in.0.03
0.02
0.01
0
-0.01
-0.02
-0.03
Strain, %
0 4 8 12 16
Dilation
Consol.
1
2
3 Ult. Stress, ksf Fail. Stress, ksf 0
2
4
6
Normal Stress, ksf
0 2 4 6
C, ksf
f, deg
Tan(f)
Fail.Ult.
0.29
33.0
0.65
0.17
33.8
0.67
1
25.5
94.8
90.5
0.7455
2.501
1.199
28.9
95.4
104.5
0.7334
2.501
1.191
0.50
0.58
2.2
0.47
15.0
0.04
2
25.9
94.6
91.5
0.7489
2.500
1.198
29.2
97.7
111.9
0.6927
2.500
1.160
2.50
1.99
12.6
1.93
15.0
0.04
3
25.5
94.9
90.9
0.7433
2.500
1.200
26.3
100.2
107.1
0.6506
2.500
1.136
5.00
3.51
7.0
3.49
15.0
0.04
S & ME, Inc.
DIRECT SHEAR TEST 3/14/2018
Date:2/5/2018
Client:OmniSource Southeast LLC
Project:Omni Source K'ville Soil Testing
Project No.:1358-17-082
Location:RM-1
Description:Red Brown Silty Clayey SAND (SC)
Remarks:ASTM D3080
Type of Sample:Remolded Sample
Assumed Specific Gravity=2.65 LL=45 PL=23 PI=22
Parameters for Specimen No. 1
Specimen Parameter Initial Consolidated Final
Moisture content: Moist soil+tare, gms. 167.060 248.920
Moisture content: Dry soil+tare, gms. 145.440 206.660
Moisture content: Tare, gms. 60.530 60.540
Moisture, %25.5 28.9 28.9
Moist specimen weight, gms. 183.80
Diameter, in.2.501 2.501
Area, in.²4.912 4.912
Height, in.1.199 1.191
Net decrease in height, in.0.008
Wet density, pcf 118.9 123.0
Dry density, pcf 94.8 95.4
Void ratio 0.7455 0.7334
Saturation, %90.5 104.5
Test Readings for Specimen No. 1
Normal stress = 0.5 ksf
Strain rate, %/min. = 0.04
Fail. Stress = 0.58 ksf at reading no. 11
Ult. Stress = 0.47 ksf at reading no. 63
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
0 0.0000 -0.626 0.0 0.0 0.00 -0.0417
1 0.0050 3.434 4.1 0.2 0.12 -0.0420
2 0.0100 6.439 7.1 0.4 0.21 -0.0420
3 0.0150 8.920 9.5 0.6 0.28 -0.0422
4 0.0200 11.441 12.1 0.8 0.35 -0.0419
5 0.0250 13.486 14.1 1.0 0.41 -0.0415
6 0.0300 14.948 15.6 1.2 0.46 -0.0407
7 0.0350 15.779 16.4 1.4 0.48 -0.0396
8 0.0400 17.203 17.8 1.6 0.52 -0.0384
9 0.0450 17.585 18.2 1.8 0.53 -0.0367
10 0.0500 18.542 19.2 2.0 0.56 -0.0358
11 0.0550 19.104 19.7 2.2 0.58 -0.0348
12 0.0600 18.886 19.5 2.4 0.57 -0.0341
13 0.0650 19.147 19.8 2.6 0.58 -0.0331
14 0.0700 18.073 18.7 2.8 0.55 -0.0324
S & ME, Inc.
Test Readings for Specimen No. 1
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
15 0.0750 18.007 18.6 3.0 0.55 -0.0321
16 0.0800 16.416 17.0 3.2 0.50 -0.0315
17 0.0850 16.191 16.8 3.4 0.49 -0.0310
18 0.0900 15.211 15.8 3.6 0.46 -0.0303
19 0.0950 14.747 15.4 3.8 0.45 -0.0298
20 0.1000 15.231 15.9 4.0 0.46 -0.0297
21 0.1050 14.570 15.2 4.2 0.45 -0.0295
22 0.1100 14.476 15.1 4.4 0.44 -0.0292
23 0.1150 13.850 14.5 4.6 0.42 -0.0290
24 0.1200 14.499 15.1 4.8 0.44 -0.0289
25 0.1250 13.893 14.5 5.0 0.43 -0.0287
26 0.1300 13.760 14.4 5.2 0.42 -0.0285
27 0.1351 13.645 14.3 5.4 0.42 -0.0284
28 0.1401 14.422 15.0 5.6 0.44 -0.0281
29 0.1451 14.059 14.7 5.8 0.43 -0.0279
30 0.1501 13.840 14.5 6.0 0.42 -0.0279
31 0.1551 14.469 15.1 6.2 0.44 -0.0278
32 0.1601 14.318 14.9 6.4 0.44 -0.0279
33 0.1651 14.231 14.9 6.6 0.44 -0.0279
34 0.1701 14.170 14.8 6.8 0.43 -0.0278
35 0.1751 14.570 15.2 7.0 0.45 -0.0278
36 0.1801 13.816 14.4 7.2 0.42 -0.0278
37 0.1851 14.624 15.3 7.4 0.45 -0.0277
38 0.1901 14.355 15.0 7.6 0.44 -0.0277
39 0.1951 13.984 14.6 7.8 0.43 -0.0275
40 0.2001 14.766 15.4 8.0 0.45 -0.0274
41 0.2051 14.480 15.1 8.2 0.44 -0.0273
42 0.2101 14.438 15.1 8.4 0.44 -0.0272
43 0.2151 14.424 15.1 8.6 0.44 -0.0274
44 0.2201 14.443 15.1 8.8 0.44 -0.0271
45 0.2251 14.432 15.1 9.0 0.44 -0.0271
46 0.2301 14.131 14.8 9.2 0.43 -0.0270
47 0.2351 14.170 14.8 9.4 0.43 -0.0270
48 0.2401 14.169 14.8 9.6 0.43 -0.0269
49 0.2451 14.447 15.1 9.8 0.44 -0.0269
50 0.2501 14.451 15.1 10.0 0.44 -0.0270
51 0.2551 14.333 15.0 10.2 0.44 -0.0268
52 0.2651 13.941 14.6 10.6 0.43 -0.0267
53 0.2751 14.312 14.9 11.0 0.44 -0.0266
54 0.2851 15.162 15.8 11.4 0.46 -0.0262
55 0.2951 15.297 15.9 11.8 0.47 -0.0261
56 0.3051 14.948 15.6 12.2 0.46 -0.0260
57 0.3151 14.266 14.9 12.6 0.44 -0.0263
58 0.3251 15.207 15.8 13.0 0.46 -0.0267
59 0.3351 15.102 15.7 13.4 0.46 -0.0270
60 0.3451 15.053 15.7 13.8 0.46 -0.0269
61 0.3551 15.559 16.2 14.2 0.47 -0.0266
S & ME, Inc.
Test Readings for Specimen No. 1
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
62 0.3651 14.857 15.5 14.6 0.45 -0.0265
63 0.3752 15.274 15.9 15.0 0.47 -0.0264
Parameters for Specimen No. 2
Specimen Parameter Initial Consolidated Final
Moisture content: Moist soil+tare, gms. 154.440 248.470
Moisture content: Dry soil+tare, gms. 135.170 205.980
Moisture content: Tare, gms. 60.630 60.660
Moisture, %25.9 29.2 29.2
Moist specimen weight, gms. 183.80
Diameter, in.2.500 2.500
Area, in.²4.908 4.908
Height, in.1.198 1.160
Net decrease in height, in.0.038
Wet density, pcf 119.0 126.3
Dry density, pcf 94.6 97.7
Void ratio 0.7489 0.6927
Saturation, %91.5 111.9
Test Readings for Specimen No. 2
Normal stress = 2.5 ksf
Strain rate, %/min. = 0.04
Fail. Stress = 1.99 ksf at reading no. 57
Ult. Stress = 1.93 ksf at reading no. 63
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
0 0.0000 -0.237 0.0 0.0 0.00 -0.0652
1 0.0050 0.269 0.5 0.2 0.01 -0.0663
2 0.0100 11.903 12.1 0.4 0.36 -0.0678
3 0.0150 20.650 20.9 0.6 0.61 -0.0682
4 0.0200 28.436 28.7 0.8 0.84 -0.0689
5 0.0250 33.602 33.8 1.0 0.99 -0.0690
6 0.0300 38.731 39.0 1.2 1.14 -0.0691
7 0.0350 42.397 42.6 1.4 1.25 -0.0701
8 0.0400 46.797 47.0 1.6 1.38 -0.0691
9 0.0450 48.888 49.1 1.8 1.44 -0.0698
10 0.0500 50.320 50.6 2.0 1.48 -0.0697
11 0.0550 53.360 53.6 2.2 1.57 -0.0691
12 0.0600 55.277 55.5 2.4 1.63 -0.0700
13 0.0650 55.959 56.2 2.6 1.65 -0.0696
14 0.0700 57.966 58.2 2.8 1.71 -0.0695
15 0.0750 58.573 58.8 3.0 1.73 -0.0694
16 0.0800 60.231 60.5 3.2 1.77 -0.0695
17 0.0850 61.201 61.4 3.4 1.80 -0.0693
18 0.0900 63.088 63.3 3.6 1.86 -0.0693
19 0.0950 62.528 62.8 3.8 1.84 -0.0694
20 0.1000 62.986 63.2 4.0 1.86 -0.0692
21 0.1050 64.224 64.5 4.2 1.89 -0.0689
S & ME, Inc.
Test Readings for Specimen No. 2
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
22 0.1100 63.938 64.2 4.4 1.88 -0.0689
23 0.1150 63.722 64.0 4.6 1.88 -0.0688
24 0.1200 63.475 63.7 4.8 1.87 -0.0686
25 0.1250 63.303 63.5 5.0 1.86 -0.0685
26 0.1300 64.115 64.4 5.2 1.89 -0.0684
27 0.1351 64.720 65.0 5.4 1.91 -0.0683
28 0.1401 64.712 64.9 5.6 1.91 -0.0683
29 0.1451 64.697 64.9 5.8 1.91 -0.0680
30 0.1501 65.021 65.3 6.0 1.91 -0.0680
31 0.1551 65.279 65.5 6.2 1.92 -0.0682
32 0.1601 65.342 65.6 6.4 1.92 -0.0679
33 0.1651 65.227 65.5 6.6 1.92 -0.0679
34 0.1701 64.836 65.1 6.8 1.91 -0.0679
35 0.1751 65.509 65.7 7.0 1.93 -0.0675
36 0.1801 65.714 66.0 7.2 1.94 -0.0678
37 0.1851 65.303 65.5 7.4 1.92 -0.0676
38 0.1901 65.672 65.9 7.6 1.93 -0.0676
39 0.1951 65.247 65.5 7.8 1.92 -0.0676
40 0.2001 65.613 65.8 8.0 1.93 -0.0677
41 0.2051 65.585 65.8 8.2 1.93 -0.0678
42 0.2101 66.007 66.2 8.4 1.94 -0.0677
43 0.2151 65.934 66.2 8.6 1.94 -0.0678
44 0.2201 66.049 66.3 8.8 1.94 -0.0676
45 0.2251 66.016 66.3 9.0 1.94 -0.0678
46 0.2301 66.169 66.4 9.2 1.95 -0.0678
47 0.2351 66.006 66.2 9.4 1.94 -0.0677
48 0.2401 65.982 66.2 9.6 1.94 -0.0676
49 0.2451 65.705 65.9 9.8 1.93 -0.0677
50 0.2501 65.863 66.1 10.0 1.94 -0.0678
51 0.2551 66.188 66.4 10.2 1.95 -0.0677
52 0.2651 67.034 67.3 10.6 1.97 -0.0677
53 0.2751 67.109 67.3 11.0 1.98 -0.0677
54 0.2851 67.015 67.3 11.4 1.97 -0.0678
55 0.2951 66.780 67.0 11.8 1.97 -0.0677
56 0.3051 67.330 67.6 12.2 1.98 -0.0678
57 0.3152 67.435 67.7 12.6 1.99 -0.0681
58 0.3252 67.138 67.4 13.0 1.98 -0.0679
59 0.3352 66.528 66.8 13.4 1.96 -0.0678
60 0.3452 66.321 66.6 13.8 1.95 -0.0679
61 0.3552 66.587 66.8 14.2 1.96 -0.0681
62 0.3652 65.969 66.2 14.6 1.94 -0.0682
63 0.3752 65.438 65.7 15.0 1.93 -0.0680
S & ME, Inc.
Parameters for Specimen No. 3
Specimen Parameter Initial Consolidated Final
Moisture content: Moist soil+tare, gms. 103.210 289.170
Moisture content: Dry soil+tare, gms. 90.410 250.640
Moisture content: Tare, gms. 40.230 104.100
Moisture, %25.5 26.3 26.3
Moist specimen weight, gms. 184.10
Diameter, in.2.500 2.500
Area, in.²4.908 4.908
Height, in.1.200 1.136
Net decrease in height, in.0.064
Wet density, pcf 119.1 126.6
Dry density, pcf 94.9 100.2
Void ratio 0.7433 0.6506
Saturation, %90.9 107.1
Test Readings for Specimen No. 3
Normal stress = 5 ksf
Strain rate, %/min. = 0.04
Fail. Stress = 3.51 ksf at reading no. 35
Ult. Stress = 3.49 ksf at reading no. 63
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
0 0.0000 0.336 0.0 0.0 0.00 -0.0540
1 0.0050 7.768 7.4 0.2 0.22 -0.0550
2 0.0100 23.143 22.8 0.4 0.67 -0.0566
3 0.0150 34.146 33.8 0.6 0.99 -0.0580
4 0.0200 44.870 44.5 0.8 1.31 -0.0585
5 0.0250 55.343 55.0 1.0 1.61 -0.0592
6 0.0300 63.741 63.4 1.2 1.86 -0.0602
7 0.0350 70.340 70.0 1.4 2.05 -0.0609
8 0.0400 77.358 77.0 1.6 2.26 -0.0621
9 0.0450 82.302 82.0 1.8 2.40 -0.0628
10 0.0500 86.898 86.6 2.0 2.54 -0.0636
11 0.0550 90.781 90.4 2.2 2.65 -0.0642
12 0.0600 94.346 94.0 2.4 2.76 -0.0648
13 0.0650 97.934 97.6 2.6 2.86 -0.0651
14 0.0700 100.981 100.6 2.8 2.95 -0.0653
15 0.0750 103.466 103.1 3.0 3.03 -0.0658
16 0.0800 105.616 105.3 3.2 3.09 -0.0660
17 0.0850 106.366 106.0 3.4 3.11 -0.0660
18 0.0900 108.688 108.4 3.6 3.18 -0.0662
19 0.0950 110.766 110.4 3.8 3.24 -0.0663
20 0.1000 111.448 111.1 4.0 3.26 -0.0662
21 0.1050 113.150 112.8 4.2 3.31 -0.0665
22 0.1100 114.587 114.3 4.4 3.35 -0.0669
23 0.1150 115.518 115.2 4.6 3.38 -0.0667
24 0.1200 116.369 116.0 4.8 3.40 -0.0669
25 0.1251 116.823 116.5 5.0 3.42 -0.0669
26 0.1300 117.645 117.3 5.2 3.44 -0.0669
27 0.1351 118.415 118.1 5.4 3.46 -0.0670
S & ME, Inc.
Test Readings for Specimen No. 3
No.
Horizontal
Def. Dial
in.
Load
Dial
Load
lbs.
Strain
%
Shear
Stress
ksf
Vertical
Def. Dial
in.
28 0.1401 118.687 118.4 5.6 3.47 -0.0670
29 0.1451 118.966 118.6 5.8 3.48 -0.0671
30 0.1501 119.389 119.1 6.0 3.49 -0.0669
31 0.1551 119.246 118.9 6.2 3.49 -0.0669
32 0.1601 118.940 118.6 6.4 3.48 -0.0669
33 0.1651 119.270 118.9 6.6 3.49 -0.0670
34 0.1701 119.632 119.3 6.8 3.50 -0.0667
35 0.1751 119.837 119.5 7.0 3.51 -0.0673
36 0.1801 119.536 119.2 7.2 3.50 -0.0672
37 0.1851 119.212 118.9 7.4 3.49 -0.0673
38 0.1901 119.918 119.6 7.6 3.51 -0.0674
39 0.1951 118.896 118.6 7.8 3.48 -0.0670
40 0.2001 118.682 118.3 8.0 3.47 -0.0673
41 0.2051 118.317 118.0 8.2 3.46 -0.0672
42 0.2101 118.539 118.2 8.4 3.47 -0.0673
43 0.2151 118.032 117.7 8.6 3.45 -0.0674
44 0.2201 118.337 118.0 8.8 3.46 -0.0675
45 0.2251 118.619 118.3 9.0 3.47 -0.0676
46 0.2301 119.011 118.7 9.2 3.48 -0.0675
47 0.2351 118.738 118.4 9.4 3.47 -0.0675
48 0.2401 118.480 118.1 9.6 3.47 -0.0674
49 0.2451 118.825 118.5 9.8 3.48 -0.0676
50 0.2501 118.797 118.5 10.0 3.48 -0.0676
51 0.2551 118.433 118.1 10.2 3.46 -0.0676
52 0.2651 118.959 118.6 10.6 3.48 -0.0677
53 0.2751 118.996 118.7 11.0 3.48 -0.0677
54 0.2851 119.574 119.2 11.4 3.50 -0.0678
55 0.2951 119.358 119.0 11.8 3.49 -0.0680
56 0.3051 119.576 119.2 12.2 3.50 -0.0682
57 0.3151 119.565 119.2 12.6 3.50 -0.0681
58 0.3251 119.122 118.8 13.0 3.49 -0.0685
59 0.3351 119.082 118.7 13.4 3.48 -0.0687
60 0.3451 119.036 118.7 13.8 3.48 -0.0690
61 0.3551 119.308 119.0 14.2 3.49 -0.0691
62 0.3651 119.561 119.2 14.6 3.50 -0.0693
63 0.3752 119.273 118.9 15.0 3.49 -0.0693
OMNISOURCE SOUTHEAST PERMIT 34-20SLOPE REPAIRKERNERSVILLE, NORTH CAROLINAFEBRUARY 2019(REVISED MAY 2019)VICINITY MAPSHEETSITE PLANOWNER INFORMATIONPREPARED FOR: OMNISOURCE SOUTHEASTADDRESS: 2233 WAL-PAT ROADSMITHFIELD, NC 27577CONTACT: JAMES WINEGARPHONE: (919)-989-3102PROPERTY INFORMATIONLOCATION: KERNERSVILLE, NORTH CAROLINAPERMIT ID: 34-20DRAWING INDEXAPPROXIMATELOCATION OFFACILITYTITLE SHEETLEGEND AND GENERAL NOTESLIMITS OF SLOPE FAILURE AND REPAIR GRADECP-TCP-LCP-01CP-02CP-03SCALE: 1"=2,000 'FORSYTH COUNTYPROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.DRAWING NO.L:\OMNI SOURCE\KERNERSVILLE\2018 SLOPE FAIL\C-T TITLE SHEET.dwg Layout=Layout1 COUNTY LOCATION MAPNORTH CAROLINA2180340OMNISOURCE SOUTHEAST - KERNERSVILLE SITE
KERNERSVILLE, NORTH CAROLINA
CP-TN.T.S.TITLE SHEET
2019
HK
RWH
LB
HK
02/05/19
NC CORP LIC: C-0782
3/25/19 REVISED GRADING PLAN RH1 ADLBDETAILSPROPOSED ACCESS ROADÓ LaBella Associates
2211 W. MEADOWVIEW ROAD
GREENSBORO, NC 27407
PHONE: [phone]
PROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.DRAWING NO.L:\OMNI SOURCE\KERNERSVILLE\2018 SLOPE FAIL\CP-L LEGEND AND NOTES.dwg Layout=Layout1 GROUNDWATER MONITORING WELLOBSERVATION WELLNES WELLPERFORMANCE WELLSENTINEL WELLEXTRACTION WELLWETLANDS PIEZOMETERPIEZOMETERLANDFILL GAS PROBELFG EXTRACTION WELL WITH PUMPLFG EXTRACTION WELLSURFACE WATER MONITORING POINTLEACHATE MONITORING POINTBORE HOLE LOCATIONCORING LOCATIONSOIL SAMPLING LOCATIONTEST PIT LOCATIONBENCHMARKSPRINGHEAD LOCATIONWELL LOCATIONCONTROL POINTSYMBOLSPROPERTY LINE / FACILITY BOUNDARYEASEMENTFENCE LINExxCONVENTIONAL SYMBOLS AND GENERAL NOTESUTILITY POLEHYDRANTLIGHT POLETANK (SIZE VARIES)TRANSFORMERMANHOLECLEANOUTOVERHEAD ELECTRICUNDERGROUND ELECTRICOVERHEAD TELEPHONEUNDERGROUND TELEPHONEFORCEMAINDUAL CONTAINED LEACHATE FORCEMAINSANITARY SEWERPROCESS SEWERLANDFILL GASRAILROADGUARDRAILNATURAL GASSOLID PIPE (TYPE NOTED)PERFORATED PIPE (TYPE NOTED)POTABLE WATERRESOURCE PROTECTION AREARIGHT OF WAYMUGTUGTDCFMDCFMUGEUGEPAVED ROADGRAVEL/DIRT ROADWASTE MANAGEMENT BOUNDARYTREE LINESILT FENCEEROSION AND SEDIMENT CONTROL FEATURESSFMAJOR TOPOGRAPHIC CONTOURMINOR TOPOGRAPHIC CONTOURGROUNDWATER SURFACE CONTOUR(FT ABOVE MEAN SEA LEVEL)SPOT ELEVATIONBEDROCK SURFACE CONTOUR(FT ABOVE MEAN SEA LEVEL)1001008070GENERAL NOTES:1. EXISTING TOPOGRAPHIC DATA SHOWN WITHIN THE MAPPING LIMITS, ARE FROM AN AERIALSURVEY COMPLETED BY SPATIAL DATA, INC. DATED FEBRUARY 2014.SLOPE FAILURE AREA CONSISTS OF GROUND SURVEY DATED NOVEMBER 8, 2018COMPLETED BY SUTTLES SURVEYING INC.2. TOPOGRAPHIC CONTOUR INTERVAL = 2 FOOT, UNLESS INDICATED OTHERWISE.3. THE CONTRACTOR IS REQUIRED TO PROTECT STRUCTURES AND APPURTENANCESINCLUDING BUT NOT NECESSARILY LIMITED TO WELLS, DRAINAGE STRUCTURES,PROPERTY CORNERS, ETC. THE CONTRACTOR WILL BE REQUIRED TO REPAIR ANYDAMAGES AT NO EXPENSE TO THE OWNER.4. LIMITS OF WASTE FIELD LOCATED BY GEOPHYSICAL SURVEY INVESTIGATIONS,GREENSBORO, NC AND SURVEYED BY SUTTLES SURVEYING, INC. MORGANTON, NCDATED DECEMBER, 2014.CULVERT (SIZE NOTED)V-3VALVE LOCATION & IDENTIFICATIONCONDENSATE TRAP WITHOUT PUMPLIMITS OF WASTESTORMWATER PIPE OUTLET PROTECTIONLEACHATE COLLECTION TRENCHLCTLCTSCC-1DIVERSION BERMSTORM WATER CONVEYANCE CHANNELIPINLET PROTECTIONPSPERMANENT SEEDINGTEMPORARY SLOPE DRAINTSD-1OPOUTLET PROTECTIONB?SECTION CALL-OUTST-1SEDIMENT TRAPCT-1CONDENSATE TRAP WITH PUMPCT/P-1PASSIVE LFG VENTSURVEY TIE LINESURFACE WATERAPPROXIMATE 100 YEAR FLOODPLAINLANDFILL GAS CONDENSATEB-XCIPCULVERT INLET PROTECTIONSB-1SEDIMENT BASINCDROCK CHECK DAMCONSTRUCTION ENTRANCECEBMEXISTINGPROPOSEDV-3CT-1CT/P-1LINESEXISTINGPROPOSEDxxUGTUGTDCFMDCFMUGEUGELCTLCTCELL LIMITSSSSSFMNAMESYMBOLWATER METERVALVEPIPE FITTINGSWMWM14.7014.70COCOSIGNMTP-XDEMOLITIONPLAN-VIEW HATCHINGEXISTINGPROPOSEDASPHALT PAVEMENTGRAVELCONCRETEWETLANDSAPPROXIMATE GROUNDWATER FLOW PATHWAYUSED TO CALCULATE HYDRAULIC GRADIENTPZ-XPZ-XGP-XMW-XMW-OW-XMW-PW-XMW-XNES-OW-XMW-OW-XNES-OW-XMW-PW-XMW-XMW-XEW-XEW-XGV-XSMP-XLMP-XGV-XGW-XGW-XC-XCPSS-XS-XWPZ-XPZ-XGP-XGWP-XGWP-XSMP-XLMP-XBH-XC-XSS-XR/WR/WGWBRGENERAL EROSION AND SEDIMENT CONTROL NOTES:1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROLPRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS ANDSPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.2. A COPY OF THE PREVIOUSLY APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ONTHE SITE AT ALL TIMES.3. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURINGLAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.4. THE OWNER SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACHRUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THEEFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.2180340OMNISOURCE SOUTHEAST - KERNERSVILLE SITE
KERNERSVILLE, NORTH CAROLINA
CP-LN.T.S.LEGEND AND GENERAL NOTES
2019
HK
RWH
LB
HK
02/05/19
NC CORP LIC: C-0782 CONSTRUCTION SEQUENCE: 1A. CONSTRUCT ROAD 2A. CONSTRUCT E&S MEASURESA.REMOVE EXISTING SOIL AND VEGETATION IN THE FAILED SLOPE AREA AS REQUIRED. EXCAVATE TO FIRM SUBGRADETHAT WILL SUPPORT PROPOSED STRUCTURAL FILL. PERFORM PROOF-ROLL PRIOR TO PLACEMENT OF FILL.B. EXCAVATE UNSUITABLE SOIL MATERIALS ENCOUNTERED THAT EXTEND BELOW REQUIRED ELEVATIONS. THECONTRACTOR SHALL DETERMINE LIMITS OF THE UNSUITABLE MATERIAL AND DEPTH OF REMOVAL. THE ENGINEERAND/OR THE CQA CONSULTANT SHALL AGREE TO THE LIMITS OF EXCAVATION.C. STOCKPILE EXCAVATED SOIL MATERIAL SATISFACTORY FOR BACKFILL UNTIL REQUIRED. PLACE, GRADE AND SHAPESTOCKPILES FOR PROPER DRAINAGE. INSTALL PROPER EROSION AND SEDIMENT CONTROL MEASURES IN CONJUNCTIONWITH STOCKPILE DEVELOPMENT.D.DISPOSE OF MATERIALS UNSATISFACTORY FOR BACKFILL ON TOP OF LANDFILL CELL.E. DISPOSE OF TRASH AND DEBRIS, AND ALL EXCESS MATERIAL CONTINUOUSLY WITH THE PROGRESS OF THE WORK.F. DEWATER EXCAVATION AS NECESSARY TO PROVIDE PROPER PROTECTION. THE EXCAVATION MAY REQUIRECONTINUOUSLY DEWATERING 24-HOURS A DAY BY ADEQUATE PUMPING UNTIL COMPLETION OF BACKFILLING.G.WHERE UNDERGROUND STREAMS OR SPRINGS ARE FOUND, PROVIDE TEMPORARY DRAINAGE AND NOTIFY ENGINEERAND CQA CONSULTANT.H.PRACTICE EXTREME CAUTION WHEN EXCAVATING NEAR EXISTING FACILITIES. THE CONTRACTOR SHALL REPAIR ANYDAMAGE TO THE FACILITIES TO ORIGINAL CONDITION, AT NO ADDITIONAL COST TO THE OWNER.I. GRADE SITE TO PREVENT SURFACE WATER RUN-ON INTO EXCAVATIONS OR COMPLETED WORK.J. GRADE AREAS THAT RECEIVE PERMANENT SEEDING BELOW FINISHED GRADES LEAVING SPACE FOR THE 6" THICKVEGETATIVE SUPPORT LAYER.3/25/19 REVISED GRADING PLAN RH1 ADLB
4/16/19 REVISED PER CONTRACTOR COMMENTS RH2 ADLB
Ó LaBella Associates
2211 W. MEADOWVIEW ROAD
GREENSBORO, NC 27407
PHONE: [phone]
970
960
950
940
930
920
910
900
890
880 870101098
0
97
0
9
6
0
9
5
0
94
0
93
0
92
0
860850EXISTING SEDIMENT /
DETENTION POND
SW-4890910 850870PROPOSED GRADE (TYP)920SW-5
LIMITS OF 2018 SLOPE
FAILURE GROUND SURVEY
0+001+002+002+217' BOTTOM WIDTH STORMWATER CHANNEL
2' DEEP AND 2:1 SIDE SLOPES
SF SFSFSFSFPROPOSED SMART SILT FENCE (TYP)
7' WIDE BENCH
910900890880870860EXISTING SED TRAP / FOREBAY
EXISTING STPRMWATER
PIPES
PROPOSED 12"
FILTER SOCK (TYP)
PROPOSED 12"
FILTER SOCK (TYP)
PROPOSED 12"
SLOPE DRAIN
INLET PROTECTION
DUE TO LIMITS OF SURVEY,
CONTRACTOR TO FIELD FIT
CHANNEL TO EXISTING FOREBAY
DUE TO LIMITS OF SURVEY,
CONTRACTOR MAY NEED TO FIELD
FIT TIE IN TO EXISTING CHANNEL
HATCHED AREA TO BE STABILIZED WITH
STRAW NET AND VEGETATION
PROPOSED ACCESS ROAD
NOTE:
ADDITIONAL ROAD REQUIREMENTS WILL
BE ADDRESSED AS SLOPE REPAIR PROGRESSES
C
CP-02
B
CP-02
A
CP-02 8908808608
9
0
910
900
INLET PROTECTION
OUTLET PROTECTION
12" HDPE PIPE
18" HDPE PIPE
RIP-RAP EXTERIOR
CHANNEL SIDE SLOPE
(RIP-RAP d50=12")
SLOPE PROFILE
840
850
860
870
880
890
900
910
920
930
840
850
860
870
880
890
900
910
920
930
1+00 2+00
2:1
PROPOSED SLOPE
REPAIR GRADE
2018 SLOPE FAILURE
SURVEY
7' WIDE BENCH
7' WIDE DITCH
0
(FEET)
GRAPHIC SCALE
603015
PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNO APPCK
SCALE All rights reserved.DRAWING NO.L:\OMNI SOURCE\KERNERSVILLE\2018 SLOPE FAIL\SLOPE FAILURE CORRECTION 2018 WITH BENCH XSTABLE.dwg Layout=PLAN VIEW2211 W. MEADOWVIEW ROADGREENSBORO, NC 27407PHONE: [phone]NC CORP LIC: C-07826003001500
(FEET)
GRAPHIC SCALE
0
(FEET)
GRAPHIC SCALE
0(FEET)VERTICAL
EXAGGERATION =
10 20 40
10
20
40
1:1 3/25/19REVISED GRADING PLANRH1ADLB4/16/19REVISED PER CONTRACTOR COMMENTSRH2ADLB2180340OMNISOURCE SOUTHEAST - KERNERSVILLE SITEKERNERSVILLE, NORTH CAROLINA2019CP-01
AS SHOWNLIMITS OF SLOPE FAILUREAND REPAIR GRADERWHRWHHKHK2/5/19Ó LaBella Associates
3
1
FINAL GRADE
1
2
2'1
2
ACONVEYANCE CHANNEL
STORMWATER
DIVERSION BERM AND
N.T.S.
REPAIRED SLOPE
RIP-RAP
d50=12"
6'-0
"

M
I
N
.
7'-0"FILTER FABRIC, ANCHORED AT TOP
AND BOTTOM OF CHANNEL SLOPE
6'-0" MAX ON OPEN RUNS
4'-0" MAX ON POOLING AREAS
2'-0" MAX24" MINFILTER FABRIC
8" MINEXISTING
GROUND
ANCHOR FABRIC
INTO GROUND
8" DOWN AND
4" FORWARD ALONG TRENCH
EXISTING GROUND
SEE NOTE 1
FILTER FABRIC
BFENCE DETAIL
SILT
N.T.S.
ELEVATION SECTION
NOTES:
1. POSTS SHALL BE 1.33 LB/L.F. STEEL WITH MIN
LENGTH OF 5 FT.
2. LOCATE SILT FENCE AS NEEDED AND AT A
SUFFICIENT DISTANCE FROM PROPOSED
WORK ACTIVITIES SO THAT IT WILL NOT
INTERFERE WITH THE WORK.
4" MIN
BACKFILL TRENCH AND
COMPACT THOROUGHLY
PLASTIC OR
WIRE TIES
FLOW
DIRECTION
FLOWFLOW894892890EXISTING CONTOURS
DISTURBED
AREA
UNDISTURBED
AREACOMPOST FILTER SOCK
2"x2" WOODEN
STAKES PLACED 10' O.C.
PLAN VIEW
SECTION VIEW
DISTURBED AREA
UNDISTURBED
AREA
BLOWN/PLACED FILTER MEDIA
2"x2" WOODEN STAKES PLACED 10' O.C.
COMPOST FILTER SOCK
12"
MIN.8'CCOMPOST FILTER SOCK
N.T.S.2'VEGETATED DITCH
1
2
1
2
DTYPICAL DETAIL
CONVEYANCE CHANNEL
ROADSIDE STORMWATER
N.T.S.2'RIP-RAP DITCH
1
2
1
2
FILTER FABRIC
RIP-RAP
SEE SHEET CP-03
FOR LOCATION AND SIZE
PLAN
PROFILE
3'-0"1'-0"2'-0"1'-6"FLOW
FILTER BERM
NC DOT #5 OR # 57
WASHED STONE
CLASS B
RIPRAP HEADWALL
FL
O
W
FLOW
FLOW
FLOWFILTER BERM
NC DOT #5 OR # 57
WASHED STONE
CLASS B RIPRAP
FLOW
RIPRAP HEADWALL
1' MIN. HEIGHT FROM
ROAD SHOULDER
CULVERT
(36" MAX)
FDETAIL
INLET PROTECTION
N.T.S.
NOTES:
1.APRON THICKNESS = 14" MIN
2.INSTALL FILTER FABRIC BETWEEN RIPRAP AND SOIL
FOUNDATION.LcLbLa
TOE OF SLOPE
RIPRAP
La Lc d50
RIPRAP
16'19'9"
Lb
3'
EDETAIL
OUTLET PROTECTION
N.T.S.
PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNO APPCK
SCALE All rights reserved.DRAWING NO.L:\OMNI SOURCE\KERNERSVILLE\2018 SLOPE FAIL\SLOPE FAILURE CORRECTION 2018 WITH BENCH XSTABLE.dwg Layout=DETAILS2211 W. MEADOWVIEW ROADGREENSBORO, NC 27407PHONE: [phone]NC CORP LIC: C-07820
(FEET)
GRAPHIC SCALE
600300150 3/25/19REVISED GRADING PLANRH1ADLB4/16/19REVISED PER CONTRACTOR COMMENTSRH2ADLB2180340OMNISOURCE SOUTHEAST - KERNERSVILLE SITEKERNERSVILLE, NORTH CAROLINA2019CP-02
AS SHOWNGENERAL DETAILSRWHRWHHKHK2/5/19Ó LaBella Associates
101010201030101098
0
97
0
96
0
95
0
94
0
93
0
92
0
910
920
93
0
930
92
0
910
900
890
88
0 8708608509
5
0
970
970
96
0
9
5
0
970
Edge Of Waste Area930 920
910
900940950
95
0
96
0
89
0
88
0
8
70 940890910920910900890880PROPOSED ACCESS ROAD
NOTE:
ADDITIONAL ROAD REQUIREMENTS WILL
BE ADDRESSED AS SLOPE REPAIR PROGRESSES
PROPOSED SLOPE REPAIR AREA 89088086089
0
9
3
0
940
920910
900
950960
APPROX . 20' LONG
24" HDPE PIPE
APPROX . 35' LONG
12" HDPE PIPE, BURIED
A MINIMUM OF 3 FEET
INLET PROTECTION
OUTLET PROTECTION
2' DEEP V BOTTOM
CHANNEL WITH 2:1
SIDESLOPES
2' DEEP V BOTTOM
CHANNEL WITH 2:1
SIDE SLOPES (TYP. ALL
CHANNEL LOCATIONS)
BEGIN SCC-2A
(VEGETATED)
BEGIN SCC-2B
(VEGETATED)
BEGIN SCC-2C
(VEGETATED)
BEGIN SCC-2D
(RIP-RAP d =24")50
BEGIN SCC-3
(RIP-RAP d = 6")50
D
CP-02
F
CP-02
E
CP-02
0
(FEET)
GRAPHIC SCALE
804020
PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNO APPCK
SCALE All rights reserved.Ó LaBella AssociatesDRAWING NO.L:\OMNI SOURCE\KERNERSVILLE\2018 SLOPE FAIL\SLOPE FAILURE CORRECTION 2018 WITH BENCH XSTABLE.dwg Layout=ACCESS ROAD2211 W. MEADOWVIEW ROADGREENSBORO, NC 27407PHONE: [phone]NC CORP LIC: C-07826003001500
(FEET)
GRAPHIC SCALE
2180340OMNISOURCE SOUTHEAST - KERNERSVILLE SITEKERNERSVILLE, NORTH CAROLINA2019CP-03
AS SHOWNPROPOSED ACCESS ROADRWHRWHHKHK4/30/19