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Public Works Construction Agreement with Post Drilling In for Well 30 Production Well
CONTRACT FOR PUBLIC WORKS CONSTRUCTION WELL 30 PRODUCTION WELL - CONSTRUCTION PROJECT # 10012.F THIS CONTRACT FOR PUBLIC WORKS CONSTRUCTION is made this 16f" day of February, 2016, and entered into by and between the City of Meridian, a municipal corporation organized under the laws of the State of Idaho, hereinafter referred to as "CITY", 33 East Broadway Avenue, Meridian, Idaho 83642, and Post Drilling, Inc, hereinafter referred to as "CONTRACTOR", whose business address is P O Box 588, Weiser, ID 83672 and whose Public Works Contractor License # is C-33903 and Well Driller License # 670. 1 INTRODUCTION Whereas, the City has a need for services involving WELL 30 PRODUCTION WELL - CONSTRUCTION; and WHEREAS, the Contractor is specially trained, experienced and competent to perform and has agreed to provide such services; NOW, THEREFORE, in consideration of the mutual promises, covenants, terms and conditions hereinafter contained, the parties agree as follows: TERMS AND CONDITIONS 1. Scope of Work: 1.1 CONTRACTOR shall perform and furnish to the City upon execution of this Contract and receipt of the City's written notice to proceed, all services and work, and comply in all respects, as specified in the document titled "Scope of Work" a copy of which is attached hereto as Exhibit "A" and incorporated herein by this reference, together with any amendments that may be agreed to in writing by the parties. 1.2 All documents, drawings and written work product prepared or produced by the Contractor under this Agreement, including without limitation electronic data files, are the property of the Contractor; provided, however, the City shall have the right to reproduce, publish and use all such work, or any part thereof, in any manner and for any purposes whatsoever and to authorize others to do so. If any such work is copyrightable, the Contractor may copyright the same, except that, as to any work which is copyrighted by the Contractor, the City reserves a royalty -free, non-exclusive, and irrevocable license to reproduce, publish and use such work, or any part thereof, and to authorize others to do so. 1.3 The Contractor shall provide services and work under this Agreement consistent with the requirements and standards established by applicable federal, WELL 30 PRODUCTION WELL - CONSTRUCTION page 1 of 14 Project 10012.F state and city laws, ordinances, regulations and resolutions. The Contractor represents and warrants that it will perform its work in accordance with generally accepted industry standards and practices for the profession or professions that are used in performance of this Agreement and that are in effect at the time of performance of this Agreement. Except for that representation and any representations made or contained in any proposal submitted by the Contractor and any reports or opinions prepared or issued as part of the work performed by the Contractor under this Agreement, Contractor makes no other warranties, either express or implied, as part of this Agreement. 1.4 Services and work provided by the Contractor at the City's request under this Agreement will be performed in a timely manner in accordance with a Schedule of Work, which the parties hereto shall agree to. The Schedule of Work may be revised from time to time upon mutual written consent of the parties. 2. Consideration 2.1 The Contractor shall be compensated on a Not -To -Exceed basis as provided in Exhibit B "Payment Schedule" attached hereto and by reference made a part hereof for the Not -To -Exceed amount of $272.420.00. 2.2 The Contractor shall provide the City with a monthly statement and supporting invoices, as the work warrants, of fees earned and costs incurred for services provided during the billing period, which the City will pay within 30 days of receipt of a correct invoice and approval by the City. The City will not withhold any Federal or State income taxes or Social Security Tax from any payment made by City to Contractor under the terms and conditions of this Agreement. Payment of all taxes and other assessments on such sums is the sole responsibility of Contractor. 2.3 Except as expressly provided in this Agreement, Contractor shall not be entitled to receive from the City any additional consideration, compensation, salary, wages, or other type of remuneration for services rendered under this Agreement including, but not limited to, meals, lodging, transportation, drawings, renderings or mockups. Specifically, Contractor shall not be entitled by virtue of this Agreement to consideration in the form of overtime, health insurance benefits, retirement benefits, paid holidays or other paid leaves of absence of any type or kind whatsoever. 3. Term: 3.1 This agreement shall become effective upon execution by both parties, and shall expire upon (a) completion of the agreed upon work, (b) or unless sooner terminated as provided in Sections 3.2, 3.3, and Section 4 below or unless some other method or time of termination is listed in Exhibit A. WELL 30 PRODUCTION WELL - CONSTRUCTION page 2 of 14 Project 10012.E 3.2 Should Contractor default in the performance of this Agreement or materially breach any of its provisions, City, at City's option, may terminate this Agreement by giving written notification to Contractor. 3.3 Should City fail to pay Contractor all or any part of the compensation set forth in Exhibit B of this Agreement on the date due, Contractor, at the Contractor's option, may terminate this Agreement if the failure is not remedied by the City within thirty (30) days from the date payment is due. 4. Liquidated Damages: Substantial Completion shall be accomplished within 50 (fifty) calendar days from Notice to Proceed. This project shall be considered Substantially Complete when the Owner has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, and only minor Incidental work, corrections or repairs remain for the physical completion of the total contract. Contractor shall be liable to the City for any delay beyond this time period in the amount of $150.Oo (one hundred fifty dollars) per calendar day. Such payment shall be construed to be liquidated damages by the Contractor in lieu of any claim or damage because of such delay and not be construed as a penalty. Upon receipt of a Notice to Proceed, the Contractor shall have 60 (sixty) calendar days to complete the work as described herein. Contractor shall be liable to the City for any delay beyond this time period in the amount of $150.00 (one hundred fifty dollars) per calendar day. Such payment shall be construed to be liquidated damages by the Contractor in lieu of any claim or damage because of such delay and not be construed as a penalty. See Milestones listed in the Payment Schedule for Substantial Completion. 5. Termination: 5.1 If, through any cause, CONTRACTOR, its officers, employees, or agents fails to fulfill in a timely and proper manner its obligations under this Agreement, violates any of the covenants, agreements, or stipulations of this Agreement, falsifies any record or document required to be prepared under this agreement, engages in fraud, dishonesty, or any other act of misconduct in the performance of this contract, or if the City Council determines that termination of this Agreement is in the best interest of CITY, the CITY shall thereupon have the right to terminate this Agreement by giving written notice to CONTRACTOR of such termination and specifying the effective date thereof at least fifteen (15) days before the effective date of such termination. CONTRACTOR may terminate this agreement at any time by giving at least sixty (60) days notice to CITY. In the event of any termination of this Agreement, all finished or unfinished documents, data, and reports prepared by CONTRACTOR under this Agreement shall, at the option of the CITY, become its property, and CONTRACTOR shall be entitled to receive just and equitable compensation for any work satisfactorily complete hereunder. WELL 30 PRODUCTION WELL- CONSTRUCTION page 3 of 14 Project 10012.F 5.2 Notwithstanding the above, CONTRACTOR shall not be relieved of liability to the CITY for damages sustained by the CITY by virtue of any breach of this Agreement by CONTRACTOR, and the CITY may withhold any payments to CONTRACTOR for the purposes of set-off until such time as the exact amount of damages due the CITY from CONTRACTOR is determined. This provision shall survive the termination of this agreement and shall not relieve CONTRACTOR of its liability to the CITY for damages. 6. Independent Contractor: 6.1 In all matters pertaining to this agreement, CONTRACTOR shall be acting as an independent contractor, and neither CONTRACTOR nor any officer, employee or agent of CONTRACTOR will be deemed an employee of CITY. Except as expressly provided in Exhibit A, Contractor has no authority or responsibility to exercise any rights or power vested in the City and therefore has no authority to bind or incur any obligation on behalf of the City. The selection and designation of the personnel of the CITY in the performance of this agreement shall be made by the CITY. 6.2 Contractor, its agents, officers, and employees are and at all times during the term of this Agreement shall represent and conduct themselves as independent contractors and not as employees of the City. 6.3 Contractor shall determine the method, details and means of performing the work and services to be provided by Contractor under this Agreement. Contractor shall be responsible to City only for the requirements and results specified in this Agreement and, except as expressly provided in this Agreement, shall not be subjected to City's control with respect to the physical action or activities of Contractor in fulfillment of this Agreement. If in the performance of this Agreement any third persons are employed by Contractor, such persons shall be entirely and exclusively under the direction and supervision and control of the Contractor. 7. Sub -Contractors: Contractor shall require that all of its sub -contractors be licensed per State of Idaho Statute # 54-1901 8. Removal of Unsatisfactory Employees: The Contractor shall only furnish employees who are competent and skilled for work under this contract. If, in the opinion of the City, an employee of the Contractor is incompetent or disorderly, refuses to perform in accordance with the terms and conditions of the contract, threatens or uses abusive language while on City property, or is otherwise unsatisfactory, that employee shall be removed from all work under this contract. WELL 30 PRODUCTION WELL - CONSTRUCTION page 4 of 14 Project 10012.F 9. Indemnification and Insurance: 9.1 CONTRACTOR shall indemnify and save and hold harmless CITY and it's elected officials, officers, employees, agents, and volunteers from and for any and all losses, claims, actions, judgments for damages, or injury to persons or property and losses and expenses and other costs including litigation costs and attorney's fees, arising out of, resulting from, or in connection with the performance of this Agreement by the CONTRACTOR, its servants, agents, officers, employees, guests, and business invitees, and not caused by or arising out of the tortious conduct of CITY or its employees. CONTRACTOR shall maintain, and specifically agrees that it will maintain throughout the term of this Agreement liability insurance, in which the CITY shall be named an additional insured in the minimum amounts as follow: General Liability One Million Dollars ($1,000,000) per incident or occurrence, Automobile Liability Insurance One Million Dollars ($1,000,000) per incident or occurrence and Workers' Compensation Insurance, in the statutory limits as required by law.. The limits of insurance shall not be deemed a limitation of the covenants to indemnify and save and hold harmless CITY; and if CITY becomes liable for an amount in excess of the insurance limits, herein provided, CONTRACTOR covenants and agrees to indemnify and save and hold harmless CITY from and for all such losses, claims, actions, or judgments for damages or injury to persons or property and other costs, including litigation costs and attorneys' fees, arising out of, resulting from , or in connection with the performance of this Agreement by the Contractor or Contractor's officers, employs, agents, representatives or subcontractors and resulting in or attributable to personal injury, death, or damage or destruction to tangible or intangible property, including use of. CONTRACTOR shall provide CITY with a Certificate of Insurance, or other proof of insurance evidencing CONTRACTOR'S compliance with the requirements of this paragraph and file such proof of insurance with the CITY at least ten (10) days prior to the date Contractor begins performance of it's obligations under this Agreement. In the event the insurance minimums are changed, CONTRACTOR shall immediately submit proof of compliance with the changed limits. Evidence of all insurance shall be submitted to the City Purchasing Agent with a copy to Meridian City Accounting, 33 East Broadway Avenue, Meridian, Idaho 83642. 9.2 Insurance is to be placed with an Idaho admitted insurer with a Best's rating of no less than A-. 9.3 Any deductibles, self-insured retention, or named insureds must be declared in writing and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles, self-insured retentions or named insureds; or the Contractor shall provide a bond, cash or letter of credit guaranteeing payment of losses and related investigations, claim administration and defense expenses. 9.4 To the extent of the indemnity in this contract, Contractor's Insurance coverage shall be primary insurance regarding the City's elected officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the City WELL 30 PRODUCTION WELL - CONSTRUCTION page 5 of 14 Project 10012.E or the City's elected officers, officials, employees and volunteers shall be excess of the Contractor's insurance and shall not contribute with Contractor's insurance except as to the extent of City's negligence. 9.5 The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 9.6 All insurance coverages for subcontractors shall be subject to all of the insurance and indemnity requirements stated herein. 9.7 The limits of insurance described herein shall not limit the liability of the Contractor and Contractor's agents, representatives, employees or subcontractors. 10. Time is of the Essence: The parties hereto acknowledge and agree that time is strictly of the essence with respect to each and every term, condition and provision hereof, and that the failure to timely perform any of the obligations hereunder shall constitute a breach of, and a default under, this Agreement by the party so failing to perform. 11. Bonds: Payment and Performance Bonds are required on all Public Works Improvement Projects per the ISPWC and the City of Meridian Supplemental Specifications & Drawings to the ISPWC, which by this reference are made a part hereof. Contractor is required to furnish faithful performance and payment bonds in the amount of 100% of the contract price issued by surety licensed to do business in the State of Idaho. In the event that the contract is subsequently terminated for failure to perform, the contractor and/or surety will be liable and assessed for any and all costs for the re -procurement of the contract services. 12. Warranty: All construction and equipment provided under this agreement shall be warranted for 2 years from the date of the City of Meridian acceptance per the ISPWC and the Meridian Supplemental Specifications & Drawings to the ISPWC and any modifications, which by this reference are made a part hereof. All items found to be defective during a warranty inspection and subsequently corrected will require an additional two (2) year warranty from the date of City's acceptance of the corrected work. 13. Changes: The CITY may, from time to time, request changes in the Scope of Work to be performed hereunder. Such changes, including any increase or decrease in the amount of CONTRACTOR'S compensation, which are mutually agreed upon by and WELL 30 PRODUCTION WELL CONSTRUCTION Project 10012page 6 of 14 .E between the CITY and CONTRACTOR, shall be incorporated in written amendments which shall be executed with the same formalities as this Agreement. 14. Taxes: The City of Meridian is exempt from Federal and State taxes and will execute the required exemption certificates for items purchased and used by the City. Items purchased by the City and used by a contractor are subject to Use Tax. All other taxes are the responsibility of the Contractor and are to be included in the Contractor's Bid pricing. 15. Meridian Stormwater Specifications: All construction projects require either a Storm Water Pollution Prevention Plan (SWPPP) or an erosion sediment control plan (ESCP) as specified in the City of Meridian Construction Stormwater Management Program (CSWMP) manual. The CSWMP manual containing the procedures and guidelines can be found at this address: hftp://www.meridiancity.orci/environmental.aspx?id=13618. Contractor shall retain all stormwater and erosion control documentation generated on site during construction including the SWPPP manual, field inspections and amendments. Prior to final acceptance of the job by the City the contractor shall return the field SWPPP manual and field Inspection documents to the City for review. A completed Contractor Request to File Project N.O.T. with the EPA form shall be provided to the City with the documents. These documents shall be retained, reviewed and approved by the City prior to final acceptance of the project. 16. ACHD: Contractor shall be responsible for coordinating with the City to obtain appropriate ACHD permit(s) and will reimburse the City for fees, fines, or penalties City incurs due to Contractor's violation of any ACHD policy. City shall certify to ACHD that Contractor is authorized to obtain a Temporary Highway and Right -of -Way Use Permit from ACHD on City's behalf. The parties acknowledge and agree that the scope of the agency granted by such certification is limited to, and conterminous with, the term and scope of this Agreement. 17. Reports and Information: 17.1 At such times and in such forms as the CITY may require, there shall be furnished to the CITY such statements, records, reports, data and information as the CITY may request pertaining to matters covered by this Agreement. 17.2 Contractor shall maintain all writings, documents and records prepared or compiled in connection with the performance of this Agreement for a minimum of four (4) years from the termination or completion of this or Agreement. This includes any handwriting, typewriting, printing, photo static, photographic and every other means of recording upon any tangible thing, any form of communication or WELL 30 PRODUCTION WELL - CONSTRUCTION page 7 of 14 Project 10012.E representation including letters, words, pictures, sounds or symbols or any combination thereof. 18. Audits and Inspections: At any time during normal business hours and as often as the CITY may deem necessary, there shall be made available to the CITY for examination all of CONTRACTOR'S records with respect to all matters covered by this Agreement. CONTRACTOR shall permit the CITY to audit, examine, and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and other data relating to all matters covered by this Agreement. 19. Publication, Reproduction and Use of Material: No material produced in whole or in part under this Agreement shall be subject to copyright in the United States or in any other country. The CITY shall have unrestricted authority to publish, disclose and otherwise use, in whole or in part, any reports, data or other materials prepared under this Agreement. 20. Equal Employment Opportunity: In performing the work herein, Contractor agrees to comply with the provisions of Title VI and VII of the Civil Rights Act, Revenue Sharing Act Title 31, U.S. Code Section 2176. Specifically, the Contractor agrees not to discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap. Contractor will take affirmative action during employment or training to insure that employees are treated without regard to race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap. In performing the Work required herein, CONTRACTOR shall not unlawfully discriminate in violation of any federal, state or local law, rule or regulation against any person on the basis of race, color, religion, sex, national origin or ancestry, age or disability. 21. Employment of Bona Fide Idaho Residents: Contractor must comply with Idaho State Statute 44-1002 which states that the Contractor employ ninety-five percent (95%) bona fide Idaho residents. 22. Advice of Attorney: Each party warrants and represents that in executing this Agreement. It has received independent legal advice from its attorney's or the opportunity to seek such advice. 23. Attorney Fees: Should any litigation be commenced between the parties hereto concerning this WELL 30 PRODUCTION WELL - CONSTRUCTION page S of 14 Project 10012.F Agreement, the prevailing party shall be entitled, in addition to any other relief as may be granted, to court costs and reasonable attorneys' fees as determined by a Court of competent jurisdiction. This provision shall be deemed to be a separate contract between the parties and shall survive any default, termination or forfeiture of this Agreement. 24. Construction and Severability: If any part of this Agreement is held to be invalid or unenforceable, such holding will not affect the validity or enforceability of any other part of this Agreement so long as the remainder of the Agreement is reasonably capable of completion. 25. Waiver of Default: Waiver of default by either party to this Agreement shall not be deemed to be waiver of any subsequent default. Waiver or breach of any provision of this Agreement shall not be deemed to be a waiver of any other or subsequent breach, and shall not be construed to be a modification of the terms of this Agreement unless this Agreement is modified as provided above. 26. Entire Agreement: This Agreement contains the entire agreement of the parties and supersedes any and all other agreements or understandings, oral of written, whether previous to the execution hereof or contemporaneous herewith. 27. Assignment: It is expressly agreed and understood by the parties hereto, that CONTRACTOR shall not have the right to assign, transfer, hypothecate or sell any of its rights under this Agreement except upon the prior express written consent of CITY. 28. Payment Request: Payment requests shall be submitted to City of Meridian through the City's project management software. The Project Manager will compare the invoice against the Payment Schedule in the Agreement for compliance. Upon approval that the work has been done and is in compliance with the Agreement, the Project Manager will approve the pay request for processing. City of Meridian payment terms are Net 30 from the date City receives a correct invoice. Final payment will not be released until the City has received a tax release from the Tax Commission. 29. Cleanup: Contractor shall keep the worksite clean and free from debris. At completion of work and prior to requesting final inspection, the Contractor shall remove all traces of waste materials and debris resulting from the work. Final payment will not be made if cleanup has not been performed. WELL 30 PRODUCTION WELL - CONSTRUCTION page 9 of 14 Project 10012.F 30. Order of Precedence: The order or precedence shall be the contract agreement, the Invitation for Bid document, then the winning bidders submitted bid document. 31. Compliance with Laws: In performing the scope of work required hereunder, CONTRACTOR shall comply with all applicable laws, ordinances, and codes of Federal, State, and local governments. 32. Applicable Law: This Agreement shall be governed by and construed and enforced in accordance with the laws of the State of Idaho, and the ordinances of the City of Meridian. 33. Notices: Any and all notices required to be given by either of the parties hereto, unless otherwise stated in this agreement, shall be in writing and be deemed communicated when mailed in the United States mail, certified, return receipt requested, addressed as follows: CITY CONTRACTOR City of Meridian Post Drilling, Inc Purchasing Manager Attn: Sherry Young 33 E Broadway Ave P O Box 588 Meridian, ID 83642 Weiser, ID 83672 208-489-0417 Phone: 208-585-3411 Email: off ice0postdrilling.com Idaho Public Works License #C -013426 -CC -4 Well Driller # 670 Either party may change their address for the purpose of this paragraph by giving written notice of such change to the other in the manner herein provided. 34. Approval Required: This Agreement shall not become effective or binding until approved by the City of Meridian. End of text. Signatures to follow on next page. WELL 30 PRODUCTION WELL - CONSTRUCTION page 10 of 14 Project 10012.E Signature Page Well 30 Production Well — Construction Contract for Public Works Construction Project 10012.f CITY OF MERI , MAYOR Dated: Approved by Council:. POST DRILLING, INC BY: LA- SHERRYYOUN c Presid t Dated: .- 1 Ates + City of F lDfAN IDAHO JA. E�.OUVAN,CITY CLERK r 4 SEAL Purchasing Approval — —DepartmOnt App r `val BY: BY KEITITWATTS, Purchasing Manager WARREN ST ART, Engineering Manager Dated::—L�� hf , Dated: Project Manager Brent Blake WELL 30 PRODUCTION WELL - CONSTRUCTION page 11 of 14 Project 10012.E EXHIBIT A SCOPE OF WORK REFER TO INVITATION TO BID PW -1613-10012.F ALL ADDENDUMS, ATTACHMENTS, AND EXHIBITS included in the Invitation to Bid Package # PW -1613-10012.F, are by this reference made a part hereof. SPECIFICATIONS / SCOPE OF WORK All construction work shall be done in accordance with the 2012 version of the Idaho Standards for Public Works Construction (ISPWC), the 2013 City of Meridian Supplemental Specifications to the ISPWC (and any Addendums). See separate attached documents: Technical Specifications for the Drilling, Construction, Development, and Testing of City of Meridian Production Well 30 by CH2M Hill Engineers dated October 26, 2015 (39 pages) WELL 30 PRODUCTION WELL - CONSTRUCTION page 12 of 14 Project 10012.E Exhibit B MILESTONE / PAYMENT SCHEDULE A. Total and complete compensation for this Agreement shall not exceed $272,420.00. z Milestone 1 Substantial Completion 50 Days from Notice to Proceed Milestone 2 Final Completion 60 Days from Notice to Proceed £ i F � _ � �, ��. < �Y',. ��'.° •�' '�Ii i ; . � V rx,.ir f d 1F yEL. � �"F� J h S> � �-" "'k. ��� _" �,� � �_ a Contract includes furnishing all labor, materials, equipment, and incidentals as required for the WELL 30 PRODUCTION WELL -CONSTRUCTION per IFB PW -1613-10012.F CONTRACT TOTAL ....................... $272.420.00 Contract is a not to exceed amount. Line item pricing below will be used for invoice verification and any additional increases or decreases in work requested by city. The City will pay the contractor base_ d on actual quantities of each item of work inaccordancewith the contract documents. t'l l � �. �.I ¢ � U,S C }' >!+, iR��nJ� S ��ri�L �" C.1,i.a• tc '� { .�� .� E f!^IF �`� } Z, �.X� ��"(";a���,''Ks 7 �L�'k.,+'s �- ` i'% Ort r�',r��.f.,.s.7.,;? Item No. Descri tion Quantit Unit Unit Price Permitting/Mobilization/Demobilization/ 1 Cleanup 1 lump $24,500 sum 2 Install 3/4 - inch minus aggregate work pad 150 cubic $7,500 and 3 Furnish and install 24 -inch surface casing 55 linear $450 and seal and complete the well head foot 4 23 -inch direct mud rotary borehole drilling 330 linear $140 foot 5 Caliper log of the 23 -inch borehole 1 lump $5000 sum 6 Furnish and install 17.4 -inch pipe O.D. 385 linear (18.7 -inch couplerO.D.), 15.1 -inch foot minimum I.D., blank, Certa-Lok PVC Well $120 Casing as supplied by CertainTeed Cor oration or approved equivalent as WELL 30 PRODUCTION WELL - CONSTRUCTION page 13 of 14 Project 10012.F WELL 30 PRODUCTION WELL -CONSTRUCTION page 14 of 14 Project 10012.E determined and approved in writing by the Cit 7 Seal the annular space between the 23- 372 linear inch borehole and PVC casing from 8 feet foot bgs to 350 feet bgs using a $35 bentonite/cement grout mix and from 350 to 380 feet bgs using %/ inch bentonite chis Baroid or approved equivalent). 8 15 -inch direct mud rotary borehole drilling 60 linear foot $110 9 Borehole geophysical survey and caliper 1 lump =7,800 log of the 15 -inch borehole sum 10 Furnish and install stainless steel wire- 1 lump $12,000 wrap well screen assembly sum 11 Furnish and install Premier Silica Sand 75 linear $50 filter pack foot 12 Furnish and install stainless steel packer 1 lump $6,500_ sum 13 Furnish, install, and remove test pump 1 lump $6,500 sum 14 Mechanical and pump development 120 hour $350 15 Test pumping,40 hour $225 16 Video log 1 lump $1,500 sum 17 Disinfection 1 lump $1,200 sum 18 Rig time 24 hour $350 WELL 30 PRODUCTION WELL -CONSTRUCTION page 14 of 14 Project 10012.E Technical Specifications for the Drilling, Construction, Development, and Testing of City of Meridian Production Well 30 Prepared for City of Meridian October 26, 2015 chZIM.'s CH2M HILL Engineers, Inc. 322 E. Front Street Suite 200 . Boise, ID 83702 City of Meridian, Idaho October 14, 2015 Q�6jtssiohl \ R YIN G: eon FE Of OF � PART1 GENERAL 1.01 SCOPE OF WORK A. This work involves providing materials, equipment, and personnel necessary for the drilling, development, and testing of a new potable water production well for the City of Meridian, Idaho. Following drilling, installation, and sealing of 24 -inch diameter, 0.25 -inch wall, low -carbon steel casing (assume to 50 feet bgs), a 23 -inch diameter borehole shall be advanced using the direct mud rotary drilling method to 380 feet below ground surface (bgs). 17.4 -inch pipe O.D. (18.7 -inch coupler O.D.), blank, Cel ta-Lok PVC Well Casing and supplied by CertainTeed Corporation shall be placed inside the 23 -inch diameter borehole. A 15 -inch diameter borehole will be advanced to 440 feet bgs, and 10 -inch "telescope" (8.75 -inch I.D.), 0.060 —and 0.030 -inch aperture, 304L stainless steel, wire wrap, Hi -Flow (Hi -Q) well screen manufactured by Johnson Screens/U.S. Filter or equivalent shall be installed inside the 15 -inch nominal diameter borehole (see well schematic for depths of screens and filter pack at different depths). 1. The selected Contractor shall supply all required equipment, personnel, materials, and appurtenances. 2. The Contractor shall secure the well drilling and construction permits required by IDWR. The Contractor shall secure all other required permits to drill, construct, develop, and test the new monitoring well. 3. The Contractor shall use all new material for this work, unless approved in writing by the Owner and Engineer. 1.02 WORK COVERED BY CONTRACT DOCUMENTS A. The work is generally described as follows: 1. Mobilizing to the well site and setting up all equipment and materials for the drilling, construction, development, and testing of one new water supply well. 2. Providing erosion control for all work on site. 3. Install 24 -inch diameter mild steel surface casing into clay unit at approximately 44 feet bgs (provide at least three feet of casing stickup above ground surface). Seal the annular space between the surface casing and borehole with 3/ -inch bentonite chips (Baroid or approved equivalent) from ground surface to approximately 44 feet below bgs. For bidding purposes, assume the casing and seal will be installed to 50 feet bgs. 4. Drill a nominal 23 -inch diameter borehole to 380 feet bgs. 5. Coordinate with the Engineer to schedule a caliper survey of the 23 -inch borehole. CV w Q a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL 6. Furnish and install 17.4 -inch pipe O.D. (18.7 -inch coupler O.D.), 15.1 - inch minimum I.D., blank, Certa-Lok PVC Well Casing as supplied by CertainTeed Corporation or approved equivalent as determined and approved in writing by the City. 7. Seal the annular space between the 23 -inch borehole and PVC casing from 8 feet bgs to 350 feet bgs using a bentonite/cement grout mix and from 350 to 380 feet bgs using 3/ -inch bentonite chips (Baroid or approved equivalent). 8. Drill a nominal 15 -inch diameter borehole to 440 feet. 9. Coordinate with the Engineer to schedule a borehole geophysical survey, including a caliper survey. 10. Furnish and install 9 -inch pipe size (10 -inch "telescope"), Johnson/U.S. Filter, stainless steel, wire -wrap well screen from 365 feet to 440 feet; 0.060 inch slot screen from 365 to 400 feet bgs; 0.030 inch slot screen from 400 to 425 feet bgs; 0.000 inch slot (tight wrap) screen from 425 to 435 feet bgs; 0.030 inch slot screen from 435 to 440 feet bgs. 11. Furnish and install 6 by 9 Premier Silica Sand filter pack from 368 feet to 405 feet bgs; Furnish and install 8 by 16 Premier Silica Sand filter pack from 405 feet to 440 feet bgs; 12. Furnish and install a packer assembly between the 9 -inch stainless steel headpipe and the casing. 13. Develop the well by airlifting and swabbing or other methods as approved by the Engineer. 14. Install test pump to approximately 300 feet. 15. Complete development of the well using the test pump. 16. Use the test pump to perform a 10 -hour step -rate discharge test and a 24-hour constant -rate discharge test. 17. Video log the well. 18. Disinfect the well. 19. Provide a temporary cap on the new well (welded steel plate with access port). 20. Clean site and demobilize. 1.01 WORK LOCATION A. The well site is leased by the City of Meridian and is located in the NWNWSE of Section 30, Township 3N Range I in Ada County, Idaho. The well site is located off of S. Shimmering Drive in the Reflection Ridge Subdivision, south of E. Victory Road, north of E. Amity Road, east of S. Meridian Road, and west of S. Locust Grove Road. 1.02 STANDARDS AND PERMITS A. The Contractor is fully responsible for ensuring that all activities in connection with the work conform fully to the standards referenced herein. This requirement applies to all activities performed, operated, maintained, or MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL WWI w Q a constructed by the Contractor, Subcontractor, supplier, or any other agent of the Contractor performing the work. B. The Contractor shall conform to the applicable portions of the Minimum Well Construction Standards established by the Idaho Department of Water Resources (IDWR), the Recommended Standards for Water Works (the "Ten States Standards"), the Idaho Rules for Public Drinking Water Systems of the Idaho Department of Environmental Quality (IDEA), and this bid package and technical specifications. C. Contractor shall keep a copy of these specifications and all permits on site at all times. D. Contractor shall complete all work associated with this contract in accordance with the stipulations in the drilling permit issued by IDWR and IDEA. The Owner will supply the drilling permit after award of the contract. E. This project is expected to disturb less than one acre. Storm water management, therefore, shall comply with Section (3.1.7) of the City of Meridian's Construction Storm Water Management Program. F. Contractor shall develop an Erosion and Sediment Control Plan (ESOP) to proactively manage storm water from the construction project, according to the City of Meridian Construction Stormwater Management Program. The ESCP shall include the following: 1. Project name, location map, and responsible Contractor; 2. Project description; 3. Identification of potential impacts on water quality; and, 4. Plan drawings depicting storm water management strategy, including the management of wastes and non -storm water discharges. Should changes occur during construction that impact the ESCP, the Contractor shall update the ESCP as required using a similar amendment process to that for Storm Water Pollution Prevention Plans (SWPPPs). The ESCP will be active until the City accepts the work. G. The Contractor shall prevent all liquids from draining off site. Prior to any off- site release, the Contractor shall notify the Owner, Engineer, and IDEA. 1.03 SAFETY AND SITE ACCESS A. The Contractor shall conform to all applicable occupational safety and health standards, rules, regulations, and orders established by local agencies, the State of Idaho, and the Occupational Safety and Health Administration d - (OSHA). The Contractor shall ensure that safety barriers are tight to the UJ ground (child safe) and that all moving parts, belts, and batteries are covered. a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL When the site is unattended, all heavy equipment keys shall be removed, the doors closed and locked and all buckets/blades lowered to the ground. Over ground electrical lines shall be equipped with ground fault interrupters. The Contractor is solely responsible for site and personnel safety. B. The Contractor shall provide a security fence with two entrances that can be locked. The fence shall surround the work site to prevent the public from accessing the work site. The fence shall be locked whenever the site is left unattended by the Contractor. Any borehole and well(s) shall be completely and securely covered while unattended so that access to the well cannot be obtained by hand. 1.04 DRILLING CONDITIONS A. The City recently completed a test well on the same site. The log for this well is provided in Attachment 1. It is the Contractor's responsibility to make his own determination of subsurface conditions. B. It is the Contractor's responsibility to become informed about local conditions affecting this work. Neither the information contained in these specifications, nor gleaned from the Owner, or their agents, shall act to relieve the Contractor from any responsibility set forth in the contract. 1.05 CONTRACTOR QUALIFICATIONS AND EQUIPMENT A. The Contractor shall have at least five years of well drilling experience, and shall have successfully completed at least three, minimum 23 -inch diameter borehole, SDR -17 PVC production well projects similar to this Well 30 project using the direct mud -rotary drilling method. A list of completed projects shall be provided upon request. If requested by the Owner, Contractor shall submit affidavits detailing the amount and nature of previous work. The Owner reserves the right to reject any bids because of previous performance of the Contractor. B. Prior to submitting a bid for this work, Contractors shall hold a valid Idaho Public Works License. In addition, the Contractor shall be licensed to drill and construct water -supply wells under current State of Idaho regulations at the time the Contractor submits a bid for this work. C. The Contractor shall submit a list of equipment to be used on the project. The list shall include: (1) manufacturer; (2) load capacities; (3) year of manufacture; and (4) year of purchase by current owner. The Contractor is responsible for providing equipment capable of performing the work specified. T MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL D. The Contractor shall provide a standard mud kit that shall be on site at all times. This kit shall be equipped with a marsh funnel viscometer, a plastic measuring cup, a metal mud balance, pH strips, and a sand content kit. E. The Contractor shall provide a test pump capable of producing 3,500 gpm. F. The Contractor shall provide a direct mud -rotary drilling rig capable of drilling as specified. The rig shall be equipped with a positive displacement mud pump capable of maintaining a flow rate of at least 500 gpm. The Contactor shall equip the rig with a minimum 3000 -pound load capacity sand line. This line must be able to reach the total depth of the drilled borehole (up to 1,000 feet). The Contractor shall provide a cable tool drill rig, or shall obtain Engineer approval for other casing advancement methods if the Contractor is unable to drill through the shallow surface gravel using the direct mud -rotary drilling method. G. Drilling fluid circulation system 1. System shall minimize recirculation of drill cuttings. 2. Design to facilitate retrieval of representative samples from the discharge with a minimum of recirculation of material. 3. Include settling tanks of adequate size, a sampling trough, a shaker table, and a desanding/desilting system. 4. Equip with shaker table and desander/desilter system with a minimum of four cones, capable of handling capacity of system. 5. Desander/desilter system shall have pump capable of supplying a minimum of 40 psi at 80 gallons per minute per cone minimum. 6. Settling Tanks: a. Vessels used for mixing drilling fluids shall be clean and free of contaminants and extraneous materials prior to their use in drilling operations. b. Use above ground tanks for mixing, circulation and inclusion of approved additives. 7. Use proper controls to prevent spillage of mud or additives onto ground. 1.06 SERVICES FURNISHED BY THE OWNER A. The Owner will provide land and rights-of-way for the work specified in this contract. Provisions for access to the work site will be provided by the Owner. The Contractor shall not enter on or occupy with laborers, tools, equipment, or material any ground outside the property and rights-of-way provided by the Owner unless stated otherwise by the Owner. Other contractors, employees, or agents of the Owner may enter the work site and premises used by the Contractor for business purposes. T% w Q a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL B. The Engineer (as the Owner's Representative) will participate in all aspects of field activities, either while on site or via telephone communication with the Contractor. 1.07 WATER, POWER, AND OTHER CONTRACTOR OBLIGATIONS A. There is a City fire hydrant across the street from the well site. The Contractor shall be responsible for obtaining a meter from the City and transporting drilling water to and from the site from this water source or from an alternative source as approved by the City. B. There is a flush line on site. The 12 -inch line is buried approximately 5 feet below ground and is capped. The line is pressurized. Therefore, water will not flow by gravity into the line. The Contractor shall coordinate directly with Nampa Meridian Irrigation District to obtain permission to discharge clean water (water with no color and free of sediment) into this flush line (the line empties into the Ridenbaugh Canal). The Contractor shall contain and haul off all other water from the site. To discharge into the flush line, the Contractor shall install fittings and any appurtenances required to discharge water into the line. The cost of this work is considered incidental to the project and shall be included in other bid items in the Bid Schedule (such as mobilization or well development). C. The Contractor shall provide, at his own expense, all power required for his operations under the contract. D. Contractor shall providing onsite sanitary facilities and potable water facilities as specified and as required by Laws and Regulations, and governing agencies. E. Downhole tools and equipment that may come in contact with tools or equipment that may be positioned directly above borehole or completed well shall arrive onsite free of surface deposits of friable solids; for example, mud, sand, grout, caked on cuttings and cleaned of grease, oils, and other petroleum products. Except that normal amounts of thread joint compound on drill pipe and tool joints, and normal amounts of lubricating grease on mechanical equipment is allowed. F. Contractor shall clean downhole equipment, tools, and equipment that may come in contact with downhole equipment that becomes soiled with petroleum products to satisfaction of Engineer before resuming work on well. G. Contractor shall remove tractable mud, cuttings, sand, grout and other materials from undercarriage, tires and other surfaces of equipment prior to moving equipment on or across public roads and pathways. LU Q MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL H. Contractor shall not empty, spill, splash, or slosh containerized drilling mud and fluids onto ground surface while moving containers, pipes, and equipment. I. Cleanup drilling mud, settled solids, and other semi -liquids and solids that spill from, or are emptied from, equipment as it is being moved. J. All drilling fluids shall be disposed of in accordance with State and Federal regulations. Method and place of drilling fluid disposal shall be approved by the Owner. Costs incurred in connection with the disposal of drilling fluids and developed water shall be borne by the Contractor. The Contractor shall obtain Owner approval prior to spreading any cuttings or drilling fluid on site. Burying drill cuttings or fluids on site is not permitted. K. At least weekly, brush sweep entry drive, roadways, and other streets and walkways affected by the work and where adjacent to the work. L. Upon well completion and testing, Contractor shall remove temporary above grade or buried utilities, equipment, facilities, materials. Contractor shall clean and repair damage caused by installation or removal of temporary facilities and equipment. Contractor shall clean the work site and re -grade, as necessary, the site to original site conditions. M. Contractor shall maintain a clean and orderly work site. Contractor shall contain all garbage and debris remove regularly from the site. Keep ditches, culverts, and natural drainages continuously free of construction materials and debris. N. Contractor shall provide temporary lighting to meet applicable safety requirements to allow erection, application, or installation of materials and equipment, and observation or inspection of the work. O. Contractor shall furnish and maintain on site adequate firefighting equipment capable of extinguishing incipient fires. Comply with applicable parts of NFPA 241. Fire protection provided at the site shall also comply with local fire department requirements. P. Contractor shall perform work within right-of-way and easements in a systematic manner that minimizes inconvenience to property owners and the public. Q. The Contractor shall notify IDWR and the Engineer at least 24 hours prior to placing any seal or other annular material in any open borehole or annular space. R. In areas where Contractor's operations are adjacent to or near a utility, such as 00 gas, telephone, television, electric power, water, sewer, or irrigation system, MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL and such operations may cause damage or inconvenience, suspend operations until arrangements necessary for protection have been made by Contractor. S. Vehicle parking on adjacent streets is prohibited. All vehicles and equipment, including worker vehicles, shall be parked within the designated area for Contractor's operation and storage area. T. Contractor shall complete the work as described in the specifications. Contractor shall make no substitutions, modifications, or change orders without prior written approval from the Owner. U. Logs and records shall be kept by the Contractor on forms suitable to the Engineer, which shall indicate each shift worked; the general character, thickness, and type of material penetrated; and the type of all other work performed, including the exact time spent on each item of work. Information that shall be listed on the drilling log includes: (1) drilling fluids and additives, including quantity of materials used; (2) drilling fluid properties, including weight and viscosity (if applicable); (3) type and diameter of bits used for drilling and total footage for each bit; and (4) any remarks or comments concerning the drilling characteristics of the borehole, including locations of any lost circulation zones. The forms shall be kept on-site for inspection by the Engineer. V. Copies of the logs shall be available for inspection by the Owner and Engineer at all times. Copies of all logs shall be furnished to the Owner and Engineer following completion of all operations. The Contractor shall submit all appropriate Well Driller's Report(s) to IDWR, as approved by the Engineer and Owner. The Contractor shall provide a draft of the report to the Engineer and Owner, and the Contractor shall wait to submit the report to the state until receiving approval from the Engineer. The Contractor shall provide an electronic (PDF) version of the report to the Engineer. The Contractor shall develop and maintain records throughout the course of the work that are required for this report. 1.08 WORKING HOURS A. The Contractor shall work on this project in a steady and diligent manner. The Contractor shall, during all work periods, provide an adequate crew of suitably qualified personnel to prevent unnecessary delays in project completion. B. The project site is within a residential area and the Contractor is encouraged to work primarily between 7 am and 9 pm. However, the Contractor may conduct 24-hour operations during drilling and casing installation if needed to ensure borehole stability. p') LU Q a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL 1.09 TOOL RECOVERY A. The Contractor shall not be reimbursed for any time or materials spent to recover downhole tools or equipment during any phase of the work. 1.10 PROTECTION OF WATER QUALITY A. The Contractor shall prevent contamination of the water in the well and the work site. The Contractor shall provide containers and sheathing contain any equipment leaks. All equipment in contact with liquid or tools going down hole shall be disinfected with 500 ppm chlorine solution prior to entry in the borehole or well. 1.11 FINAL SITE CLEANUP A. The Contractor shall thoroughly clean the site after completion of the drilling, well construction, and test pumping operations. All excess drilling fluids, debris, and other materials used during these operations shall be removed and properly disposed of by the Contractor. B. The Contractor shall promptly remove his equipment, temporary facilities, and materials, and leave the site in a condition approved by the Owner. The Contractor shall repair any damage to the property or facilities caused by his operations prior to final acceptance of the work by the Owner. 1.12 SUBMITTALS A. Definitions 1. Action Submittal: Written and graphic information submitted by Contractor that requires Engineer's approval. 2. Informational Submittal: Information submitted by Contractor that requires Engineer's review and determination that submitted information is in accordance with the Conditions of the Contract. B. Procedure 1. Submittals shall be made in electronic format. Direct submittals to Engineer at the following email address: Kevin.Boggs@ch2m.com. The Contractor shall coordinate with Kevin Boggs/CH2M HILL to transmit submittals too large to email. For final geophysical logs or other submittals that are not conducive to electronic submittal, the Contractor shall transmit these submittals to Kevin Boggs at the following address: Attn: Kevin Boggs CH2M HILL 322 E. Front Street, Suite 200 Boise, ID 83702 C. Electronic Submittals: MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 C112M HILL I . Each submittal shall be an electronic file in Adobe Acrobat Portable Document Format (PDF). Use the latest version available at time of execution of the Agreement. 2. PDF files shall be set to open "Bookmarks and Page" view. 3. Add general information to each PDF file, including title, subject, author, and keywords. 4. PDF files shall be set up to print legibly at 8.5 -inch by 11 -inch or 11 -inch by 17 -inch. No other paper sizes will be accepted except geophysical logs that must be submitted both electronically and in hard- copy format on standard accordion -style paper. 5. Submit new electronic files for each resubmittal. 6. Include a copy of the Transmittal of Contractor's Submittal form, located at end of section, with each electronic file. 7. Engineer will reject submittal that is not electronically submitted, unless specifically accepted. D. Transmittal of Submittal: 1. Contractor shall: a. Review each submittal and check for compliance with Contract Documents. 2. Complete, sign, and transmit with each submittal package, one Transmittal of Contractor's Submittal form attached at end of this section. 3. Identify each submittal with the following: a. Numbering and Tracking System: 1) Sequentially number each submittal. 2) Resubmission of submittal shall have original number with sequential alphabetic suffix. b. Specification section and paragraph to which submittal applies. C. Project title and Engineer's project number. d. Date of transmittal. e. Names of Contractor, Subcontractor or Supplier, and manufacturer as appropriate. 4. Identify and describe each deviation or variation from Contract Documents. E. Resubmittals: Clearly identify each correction or change made. F. Submittals not required by Contract Documents: 1. Will not be reviewed and will be returned stamped "Not Subject to Review." 2. Engineer will keep one copy and return submittal to Contractor. G. Action Submittals �I 1. Prepare and submit Action Submittals required by individual U LU specification sections. Q a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL 2. Action Submittal Dispositions: Engineer will review, comment, stamp, and distribute as noted: a. Approved: 1) Contractor may incorporate product(s) or implement work covered by submittal. b. Approved as Noted: 1) Contractor may incorporate product(s) or implement work covered by submittal, in accordance with Engineer's notations. C. Partial Approval, Resubmit as Noted: 1) Make corrections or obtain missing portions, and resubmit. 2) Except for portions indicated, Contractor may begin to incorporate product(s) or implement work covered by submittal, in accordance with Engineer's notations. d. Revise and Resubmit: 1) Contractor may not incorporate product(s) or implement work covered by submittal. H. Informational Submittals 1. General: a. Copies: Submit via email as a PDF file. b. Engineer will review each submittal. If submittal meets conditions of the Contract, Engineer will forward copy to appropriate parties. If Engineer determines submittal does not meet conditions of the Contract and is therefore considered unacceptable, Engineer will retain one copy and return remaining copy with review comments to Contractor, and require that submittal be corrected and resubmitted. I. List of Submittals 1. The Contractor shall transmit the following submittals (this list may not include all submittals; the Contractor shall provide documentation for materials, equipment, or other aspects of the work as requested by the Engineer or Owner): SUBMITTAL DUE Submittal I.D. List of drilling equipment Prior to mobilization 1 Qualifications/experience certification, if requested Prior to mobilization 2 Mill -test reports showing chemical composition of steel surface casing, centralizers, and drive shoe Prior to installation 3 PVC casing and stainless steel manufacturer records Prior to installation 4 Grout mix design Prior to mobilization 5 Grout load tickets, as applicable I Following installation 1 6 MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL SUBMITTAL DUE Submittal I.D. Drilling mud properties During drilling 7 Drill cutting samples During drilling 8 Daily drilling log, per Specification Section Daily; well driller's 9 1.08.T and 1.08.0 report due following well completion A bag sample of proposed sand filter pack Prior to delivery of 10 material; sieve analysis results sand filter pack Geophysical logging results, including hard Immediately following 11 copies and electronic data (data in a testing spreadsheet or text file format that can be imported into a standard spreadsheet electronically) Packer assembly details Prior to mobilization 12 Well development and test pumping records Immediately following 13 testing MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 ©COPYRIGHT 2015 CH2M HILL TRANSMITTAL OF CONTRACTOR'S SUBMITTAL K, (ATTACH TO EACH SUBMITTAL) Spec, and Para. No. CM2MHILL DATE: TO: Submittal No.: ❑ New Submittal ❑ Resubmittal Project: Project No.: Specification Section No.: (Cover only one section with each transmittal) FROM: Schedule Date of Submittal: Contractor SUBMITTAL TYPE: I ❑ Shop Drawing ❑ Sample ❑ Informational ❑ Deferred The followine items are herebv submitted: Number of Copies Description of Item Submitted (Type, Size, Model Number, Etc.) Spec, and Para. No. Drawing or Brochure Number Contains Variation to Contract No Yes Contractor hereby certifies that (i) Contractor has complied with the requirements of Contract Documents in preparation, review, and submission of designated Submittal and (ii) the Submittal is complete and in accordance with the Contract Documents and requirements of laws and regulations and governing agencies. By: Contractor (Authorized Signature) MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 C112M HILL PART 2 PRODUCTS 2.01 DRILLING FLUIDS A. Contractor shall use new materials in the formulation of drilling fluid at each well site. B. Drilling fluid properties: 1. Comprised of a polymer -based "mud" or a bentonite "gel" -based mud. a. "Gel" -based mud shall be a high -yield, 200 -mesh sodium bentonite. b. A bentonite viscosifier only meeting requirements of API 13A will be considered insufficient for applications required in this Project. 2. NSF 61 Certified. 3. Possess characteristics that are required to: a. Adequately clean drill cuttings off drill bit and bottom of hole. b. Transport ("float") cuttings to the surface and remove them from the fluid. C. Provide borehole stability to prevent caving of the walls as drilling progresses. d. Control subsurface pressures. e. Cool drill bit and lubricate drill string. f. Prevent excessive fluid loss into permeable zones. g. Permit recovery of representative samples of drill cuttings. 4. Maintain to deposit only a thin, maximum of 3/16 of an inch, easily removable filter cake on face of borehole. Maintain as follows: a. Weight: Not to exceed 9.2 pounds per gallon. b. Viscosity: Not to exceed 32 seconds per quart. C. Sand Content: Not to exceed 1 percent. d. Total Solids Content: Not to exceed 7 percent. e. 30 -Minute Water Loss: Not to exceed 15 milliliters. f. Contractor shall obtain Engineer approval prior to drilling with fluids with properties outside these limits. 5. Manufacturers: a. Baroid Industrial Drilling Products; Quik -Gel. b. CETCO; Super Gel -X. 6. Soda ash shall be used to increase pH of the water used to mix drilling fluids. 7. Additives, if required, shall be approved by Engineer. Organic drilling additives shall not be used. 2.02 CASING A. Steel Casing Ln 1. ASTM A139/A139M, Grade B domestic as approved by Engineer. UJ Material shall be new and unused. Q a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 ©COPYRIGHT 2015 CH2M HILL 2. Fabricated in lengths not less than 20 feet except for pieces extending above ground which may be length as required, with a wall thickness of not less than 0.250 -inch for casing 12 inches or greater in diameter. 3. Casing Guides (Centralizers) a. Weld four to steel surface casing at approximately 90 -degree intervals around the circumference of the casing and at intervals of not more than 20 feet vertically to centralize and hold casing in the proper position until concrete sanitary seal is in place. b. Place fust set of guides 5 feet from bottom of steel surface casing. C. Install a minimum of two sets of guides vertically. d. Install 2 feet long, minimum, and extend at least 2 inches from casing wall. 4. Weld field joints by qualified welders in accordance with the requirements of AWWA C206 and applicable sections of AWS code. 5. Field joints shall be properly butt welded during installation. 6. Bevel ends of each casing section to accommodate the welds so outside diameter of weld is equal to or less than outside diameter of casing. 7. Prior to welding, Contractor shall paint the outside wall of the casing where welds will occur with high -temperature -rated paint, including but not limited to welded joints, centralizers, etc. The extent (length above and below the weld point) shall be observed and approved by the Engineer, but 8 to 10 inches is generally acceptable. 8. Drive Shoe a. The Contractor shall weld an oversized, factory -supplied, steel casing with a drive shoe in the event the casing needs to be advanced beyond its initial depth (driven deeper). The Contractor shall use a drive shoe supplied by Wellmaster, or approved equivalent. B. Polyvinyl Chloride (PVC) Casing 1. PVC casing shall be SDR -17 casing and shall be 17.4 -inch pipe O.D. (18.7 -inch coupler O.D.), blank, Certa-Lok PVC Well Casing as supplied by CertainTeed Corporation, or equivalent as determined and approved in writing by the City. All casing shall be certified for conformance with NSF 14 and NSF 61 and shall meet the requirements of ASTM F480, ASTM D1784, and ASTM D2837. 2. The PVC casing shall be joined with a mechanical system (taper -lock, flush joints with rubber O -rings), or equivalent as determined and approved in writing by the City. 3. The casing shall be specifically designed for use as water well casing and shall be stamped as such by the manufacturer. The casing shall be new and unused. MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL 4. The PVC, or the unopened box in which it is supplied, shall be marked with the name of the manufacturer, the manufacturer's date code, manufacturer's name, pipe size, and NSF 61 and NSF 14. 5. Steel centralizers shall be installed at each casing joint (every 20 feet), 4 centralizers to the round, 90 degrees apart. 2.03 SCREEN A. All screen shall be 10 -inch "telescope" (8.75 -inch I.D.), 0.060, 0.030, and 0.000 -inch aperture, 304L stainless steel, wire wrap, Hi -Flow (Hi -Q) well screen manufactured by Johnson Screens/U.S. Filter. B. Provide screen sections in lengths no longer than 20 feet, equipped with stainless steel, 6 -inch long weld rings at both end of the screen section to accommodate welded stainless steel centralizers are both ends of each screen. Provide 4 centralizers to the round at each screen section. Weld stainless steel screen sections and centralizers using welding rods for 304L stainless steel. C. Provide the bottom screen section with a factory -welded, 304L stainless steel plate no less than 0.375 -inch in thickness. 2.04 PACKER ASSEMBLY A. The annular space between the 15 -inch nominal diameter (LD.) PVC casing and the 9 -inch head pipe of the screen assembly shall be sealed with a packer. B. All steel used to fabricate the packer shall be 304L stainless steel and shall be a minimum of !/4 -inch thick. All material shall be new and unused. C. The packer shall have two neoprene Figure K packers (3 lips per ring) that seal to the 17.4 -inch PVC casing (I.D. can range from 15.08 inches to 15.35 inches). D. The packer shall have a 12 -inch by 9 -inch stainless steel reducer. This reducer shall be connected to the headpipe of the screen assembly using three slots that fit over pins that are connected to the screen assembly headpipe. This assembly shall allow the packer to be placed onto the headpipe so that the packer assembly can be removed. The packer shall be 12 -inches by 15 -inches (that is, it shall fit tightly between the I.D. of the PVC casing and the O.D. of the stainless steel 12 -inch by 9 -inch I� reducer). UJQ 0 - MERIDIAN MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL E. The CONTRACTOR shall provide a schematic of the packer assembly for approval by the ENGINEER prior to fabrication of the assembly. 2.05 SAND FILTER PACK A. The pack shall consist of clean, well-rounded siliceous material with a uniformity coefficient of 2.5 or less, and shall be #6 - #9 and #8 - #16 Colorado Silica Sand®, supplied by Premier Silica LLC (or approved equal). 2.06 SEALS A. Bentonite Chips 1. 3/ -inch Baroid (or equivalent) bentonite chips. B. Bentonite/Cement 1. All materials shall be dry and supplied in water proof bags or containers. Water used to mix grout shall be of potable quality, and approved by the Engineer. 2. Each bentonite/cement grout batch shall consist of 24 gallons of potable water, one 92-1b bag of Portland cement, followed by one 50 - lb bag of Wyo-Ben Grout Well DF (or approved equivalent as determined and approved in writing by the City), yielding a volume of approximately 29 gallons per batch. 2.07 ROSSUM SAND TESTER A. The Contractor shall provide a Rossum Sand Tester (as manufactured by Roscoe Moss Company or equal) during pump development and test pumping. PART 3 EXECUTION 3.01 MOBILIZATION A. Contractor shall not mobilize without written notice to proceed from the Owner. Prior to mobilization, the Contractor shall hold a pre -construction meeting on site with the Owner and Engineer. Contractor shall have its crew that will be working on the test well on site for this meeting. B. Contractor shall move in all tools, equipment, and supplies necessary for the work. C. Contractor shall set up drilling rig(s), drilling waste solid and liquid containment, storage and treatment systems, pump service rigs, and other related equipment in area agreed to by the Owner and Engineer. MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 C112M HILL LU a a 3.02 SURFACE CASING AND SEAL A. The Contractor shall advance a minimum 28 -inch diameter borehole using the direct mud -rotary drilling method or other approved method (in writing by the City). The borehole shall be advanced into a clay unit below shallow gravel at the site at approximately 44 feet bgs. The Contractor shall install 24 -inch diameter steel casing into the clay unit, and seal the annular space between the 24 -inch diameter casing and minimum 28 -inch diameter borehole with bentonite chips. B. The Contractor shall continuously sample the drill cuttings and bag them at 5 -foot intervals and at pronounced changes in geologic formation. These samples shall be saved and maintained on the job site in a clean dry area on tables (not on therg ound). All samples are to be submitted to the City. The samples shall be of at least one -gallon size, shall be kept in cloth sample bags or "freezer" zip -lock style plastic bags, to be provided by the Contractor, and shall be clearly and permanently labeled to show the depth, date, and borehole from which collected. 3.03 PLUMBNESS AND ALIGNMENT A. The boreholes shall be drilled to the depth designated by the Owner with a total deviation not to exceed one degree per 100 feet of the well. The alignment of the 15 -inch I.D. diameter PVC well casing (to 380 feet) will be considered satisfactory if the casing will permit the free lowering and raising of a dummy between land surface and the bottom of the casing section. The dummy shall be constructed of a 20 - foot length of 14 -inch I.D. pipe. It shall be the responsibility of the Contractor to see that the well is being constructed straight and plumb within these limits at all times. Any indications of inadequate plumbness or alignment during drilling, casing, or development shall be cause to require measurement of plumbness or alignment by a method approved the Owner. No payment shall be made for tests of alignment; any such tests shall be considered subsidiary to other items in this contract. B. If the casing has unacceptable plumbness or alignment, the Contractor shall undertake remedial measures. Any alignment work required by the Contractor in re -drilling or straightening the borehole shall be at his sole expense. If a well is deemed unacceptable following remedial measures, then as much casing as can be removed from the well shall be salvaged by the Contractor. Salvaged casing will be the property of the Contractor. The well shall be abandoned in accordance with Idaho UJ State regulations at the Contractor's expense. All payments associated a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL with construction of the abandoned well shall be credited to construction of a replacement well. 3.04 23 -INCH BOREHOLE DRILLING A. Inside the 24 -inch diameter steel casing, the Contractor shall advance a 23 -inch nominal diameter borehole using the direct mud -rotary drilling method. B. A drilling fluid circulation pump shall be used to circulate fluid between mud tanks and the borehole at all times when the Contractor is off site. C. The Contractor shall continuously sample the drill cuttings and bag them at 5 -foot inteivals and at pronounced changes in geologic formation. These samples shall be saved and maintained on the job site in a clean dry area on tables (not on therg ound). All samples are to be submitted to the Owner. The samples shall be of at least one - pint size, shall be kept in cloth sample bags or "freezer" zip -lock style plastic bags, to be provided by the Contractor, and shall be clearly labeled to show the depth, date, and borehole from which collected. 3.05 CALIPER LOG OF 23 -INCH BOREHOLE A. The Contractor shall hire a logging company to run a caliper log of the borehole. The Contractor shall provide 5 hard copies of the log and shall provide all data electronically. B. There will be no additional payment for rig time or standby time while geophysical surveys are being performed. C. The Contractor shall condition the borehole for its total depth prior to logging company completing the work. Drilling mud circulation in the borehole shall not stop until logging company is at drilling site. It shall be the responsibility of Contractor to maintain integrity of borehole to its total depth during logging. No additional payment will be made to the Contractor for keeping the borehole open during logging. If the caliper log fails to reach the desired depth, borehole shall be conditioned at Contractor's sole expense to allow probes to reach desired depth. 3.06 PVC CASING INSTALLATION A. The Contractor shall conform to the installation standards prescribed O by the casing manufacturer. The PVC casing shall be installed into the C1,11 3/ -inch bentonite chips installed from 350 to 380 feet bgs. Q a. MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL 3.07 SEAL A. Contractor shall use the tremie method to seal the annular space from 8 feet bgs to 350 with bentonite/cement grout as detailed in Section 2. B. The Contractor shall pump the cement/bentonite seal into the annular space. The Contractor shall use the tremie method to place seals to depths as directed by the Engineer. The tremie pipe shall be at least 1.5 -inches in diameter, and the pipe shall extend from above ground surface to the bottom of the zone to be grouted. The grout shall be placed grout from the bottom to top, in a continuous operation. The Contractor shall slowly raise the grout tremie pipe as grout is placed. The discharge end of the grout tremie pipe shall remain submerged in grout until grouting is completed, and the Contractor shall maintain a full grout tremie pipe until grouting of the specified interval is complete. 3.08 15 -INCH BOREHOLE DRILLING A. The Contractor shall advance a 15 -inch nominal diameter borehole to 440 feet bgs using the direct mud -rotary drilling method. B. A drilling fluid circulation pump shall be used to circulate fluid between mud tanks and the borehole at all times when the Contractor is off site. C. The Contractor shall continuously sample the drill cuttings and bag them at 5 -foot intervals and at pronounced changes in geologic formation. These samples shall be saved and maintained on the job site in a clean dry area on tables (not on therg ound). All samples are to be submitted to the Owner. The samples shall be of at least one - pint size, shall be kept in cloth sample bags or "freezer" zip -lock style plastic bags, to be provided by the Contractor, and shall be clearly labeled to show the depth, date, and borehole from which collected. 3.09 GEOPHYSICAL LOG OF 15 -INCH BOREHOLE A. The Contractor shall hire a logging company to run a borehole geophysical survey, including: 1. Caliper 2. Single -point resistivity 3. 8 -inch normal resistivity 4. 16 -inch normal resistivity 5. 32 -inch normal resistivity 6. Natural gamma ray MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL N LU Q a. 7. Temperature B. The Contractor shall provide 5 hard copies of the log and shall provide all data electronically. C. There will be no additional payment for rig time or standby time while geophysical surveys are being performed. D. The Contractor shall condition the borehole for its total depth prior to logging company completing the work. Drilling mud circulation in the borehole shall not stop until logging company is at drilling site. It shall be the responsibility of Contractor to maintain integrity of borehole to its total depth during logging. No additional payment will be made to the Contractor for keeping the borehole open during logging. If the caliper log fails to reach the desired depth, borehole shall be conditioned at Contractor's sole expense to allow probes to reach desired depth. 3.10 SCREEN INSTALLATION A. The Contractor shall install screen as detailed in Section 2 from 365 to 440 feet bgs. The screen assembly shall be lowered into the well using a lift assembly as approved by the Engineer. B. Welding: Individual lengths of steel casing shall be joined by welding. Welding shall be performed by properly qualified operators following the manufacturer's recommendations and in accordance with AWWA C206. Welds shall penetrate the full thickness of the casing wall. C. The standards of the American Welding Society, Structural Welding Code (AWS D1.1) shall apply for all welded joint casing and accessories. All welds shall conform to the latest revision of ANSI B31.1. D. There shall be a minimum of three (3) weld passes on pipe sizes 6 - inches and greater. 3.11 FILTER PACK A. The Contractor shall pour filter pack, as detailed in Section 2, into the annular space between the borehole and screen assembly. The level of the filter pack shall be tagged at frequent intervals to confirm that it is not bridging. The volume of the filter pack shall be monitored during (V placement to confirm that the pack is not bridging. The Contractor CI -4 LU shall maintain the level of the filter pack at 370 feet bgs until after the Q a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 C112M HILL Contractor completes well development. The Contractor shall place an approved apparatus into the top of the screen assembly to prevent material from entering the top end of the assembly. 3.12 MECHANICAL WELL DEVELOPMENT A. No sooner than 24 hours and no later than 48 hours following well construction, the Contractor shall begin well development. The Contractor shall remove all infill and heavy drilling fluids from the well to total depth. Costs associated with clearing the drilling mud from the well and diverting the discharge are the responsibility of the Contractor and shall be considered incidental to the project. B. The Contractor shall complete packer development. The Contractor shall complete packer development using a packer, no more than 5 feet in length, attached to steel pipe. The Contractor shall provide materials and equipment so that no more than 5 feet of screen is pumped at one time, and must produce a minimum of 250 gallons per minute. C. Following packer development, the Contractor shall complete jetting development. The jetting assembly shall be approved by the Engineer prior to development. The assembly shall be capable of jetting 100 gpm at a minimum pressure of 300 psi. The jetting assembly shall be capable of jetting water into the screen at a distance of no more than one inch from the inside of the well screen. D. For development, the Contractor shall provide new and unused Baroid Aqua Clear PDF, or approved equivalent as determined and approved in writing by the City. 3.13 PACKER ASSEMBLY A. Following mechanical development, the Contractor shall install the packer assembly that is detailed in Section 2. B. The assembly shall fit tightly onto the top of the headpipe. The Contractor shall lower than packer onto the pins on the headpipe and rotate the assembly by hand to lock the assembly into place. 3.14 TEST PUMPING A. Anticipated methods of aquifer testing include: (1) a step -test lasting approximately 10 hours, which will consist of pumping the well at M various rates from approximately 500 gallons per minute (gpm) to the N UJ maximum capability of the pump or well; and (2) a constant -rate a a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL pumping test lasting 24 hours. A recovery period of at least 24 hours is anticipated between the step -rate and constant -rate tests. Standby time will not be paid for the recovery periods between tests or at the conclusion of test pumping. The Engineer shall be present at the start of test pumping. B. The test pump shall be capable of delivering 3,500 gallons per minute from a pumping level of 250 feet. The pump shall be set at a minimum depth of 300 feet. The Contractor shall furnish and install all necessary equipment for testing, including a discharge valve or throttle to control flow rate, flow meter for accurately measuring the discharge from the well, and a nominal 1.5 -inch pipe to the top of the pump to facilitate the installation and removal of electric -line water - level probes. The Contractor shall measure and record water level, pumping rate, and elapsed time as directed by the Engineer. C. The Contractor shall be responsible for providing power for the test pump. The Contractor shall provide a means for safe refueling during operations to prevent even brief shutdowns during the testing. Shutdowns before the end of the testing procedure in excess of ten (10) percent of the total time anticipated for this testing procedure may require the Contractor to allow the water level to recover to pre - pumping conditions and re -start the test, as determined by the Engineer. 3.15 VIDEO LOG A. The Contractor shall give the Engineer 48-hour advance notice prior to performing the video survey. Notify Engineer of anticipated delays whenever they become apparent. B. The video survey shall be conducted: following the completion of well discharge tests, after all sediment accumulated in the well from test pumping has been removed, after fresh water has been introduced from the surface to clarify water standing in the well (as approved by the Engineer), prior to final disinfection of the well. C. The camera shall be disinfected prior to being placed in the well. The proposed camera survey shall receive the Engineer's approval before being performed. The survey shall be performed in the presence of the Engineer. D. The video camera shall have color vertical down -hole and horizontal side-hole viewing capability with centralizers. Horizontal side-hole N viewing shall be controllable to allow viewing at any angle within a w 360 degree rotation. The equipment used to complete the video survey a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL shall produce a video with an automatic on-screen depth indication to the nearest 0.1 feet. E. A dynamic vertical down -hole view video shall be run from the top of the well to the bottom of the well at a speed not exceeding 30 feet per minute. F. The video camera during the dynamic vertical down -hole view run shall be interrupted at the direction of the Engineer for periodic static horizontal side-hole viewing. G. Should the survey fail to produce a clear picture of the internal casing conditions, additional clear, potable water shall be introduced and additional surveys conducted until a clear video is obtained to the satisfaction of the Engineer. All such remedial work shall be conducted at the Contractor's expense. H. The Engineer reserves the right to inspect the video survey for defects in the well casing. Any defects noted will be either cause for rejection by the Owner or correction by the Contractor. If defects in the casing are found and the cause is due to installation by the Contractor, the Contractor shall bear the cost for the necessary repairs and the cost of resurveying the hole. 3.16 DISINFECTION A. Following development and cleanout of the wells, the Contractor shall disinfect each PVC well, complying with all applicable sections of AWWA A100 (Water Wells) and AWWA C654-97 (Disinfection of Wells). The Contractor shall pour liquid sodium hypochlorite solution into the well's water column, leaving a concentration of sodium hypochlorite in the well of 250 ppm. The Contractor shall complete well disinfection while the Engineer is on site. B. Near the end of the constant -rate discharge test, duplicate samples shall be collected and the samples shall be tested for the presence of coliform bacteria. If any sample shows the presence of Coliform Bacteria, the Contractor shall resample (without charging rig time while waiting on sampling results). If the second sampling attempt shows the presence of coliform bacteria, the Contractor shall re - disinfect the well until it passes. Final disinfection and flushing shall be performed in accordance with AWWA C654 and IDAPA 37.03.09.025. C. The well shall also be disinfected prior to final capping (following the NLU camera survey) by adding sufficient sodium hypochlorite solution to Q a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL achieve 50 ppm chlorine concentration in the well. The chlorine solution shall be applied by placing it through continuously raised tubing so to reach all portions of the well. 3.17 DEMOBILIZATION A. After completion of all work associated with this contract, the Contractor shall clean up the work site and any properly used by his operations to the satisfaction of the Owner. The Contractor shall remove and dispose of all excess materials resulting from his work, and shall repair, replace, or restore all property of any type or nature which has been moved, damaged, or altered in any way by his operations, to the satisfaction of the Owner. The Contractor shall retain all landscape, roadway, and adjoining surfaces to their original condition and appearance as soon as reasonably feasible. B. Near the end of the constant -rate discharge test, duplicate samples shall be collected and the samples shall be tested for the presence of coliform bacteria. If any sample shows the presence of Coliform Bacteria, the Contractor shall resample (without charging rig time while waiting on sampling results). If the second sampling attempt shows the presence of coliform bacteria, the Contractor shall re - disinfect the well until it passes. Final disinfection and flushing shall be performed in accordance with AWWA C654 and IDAPA 37.03.09.025. PART 4 MEASUREMENT AND PAYMENT 4.01 The quantities of work or material stated in unit price items of the Bid are supplied only to give an indication of the general scope of the work The Owner does not expressly or by implication agree that the actual amount of work or material will correspond therewith, and reserves the right after award to increase or decrease the quantity of any unit price item of the work without a change in the unit price, and shall include the right to delete any Bid item in its entirety. Payment for materials and labor will be based on actual quantities furnished, installed, or constructed in accordance with the prices bid for unit price items. 4.02 The Owner may terminate work on the project at any point if, in the Owner's judgment, the Owner's best interests are not served by continuation. Conditions which may lead to project termination include, but are not limited to, indications of low groundwater development potential as determined during drilling. In such an event, the Contractor shall be paid for the value of work completed at that time on the basis of the unit price and lump sum items listed on the Bid Schedule. In �D addition, if well construction is terminated by decision of the Owner, the Contractor fV may be required to properly abandon the borehole. Abandonment procedures in excess of those explicitly required in these specifications must comply with current a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL Idaho State regulations. Materials used in abandonment shall be paid at invoice cost plus 10 percent to cover handling. Payment for rig time shall be at the bid unit price. 4.03 No payment shall be made for tests of borehole and well casing plumbness and alignment; it shall be the responsibility of the Contractor to ensure that the borehole remains within plumbness and alignment specifications and the final well shall meet AWWA plumbness and alignment standards. 4.04 No payment shall be made for drilling fluid materials used during normal drilling operations. All such costs shall be considered to be included in the unit prices listed on the Bid Schedule. 4.05 No payment shall be made for time or expenses incurred in the recovery or replacement of tools or equipment lost during the drilling phase or any other phase of the work. 4.06 No payment shall be made for time, materials, or labor costs incurred during remedial measures or operations in the event the well is of unacceptable plumbness or alignment. 4.07 No payment shall be made for time, materials, or labor costs incurred in abandoning the well in the event the well is of unacceptable plumbness or alignment following remedial measures, or if lost tools or equipment cannot be recovered from the borehole. The costs incurred for construction of the abandoned well shall be applied to construction of a replacement well. 4.08 BID ITEMS ITEM DESCRIPTION Permitting/Mobilization/ Work under this item shall include preparatory operations, Demobilization/ including, but not limited to, those necessary for the Cleanup movement of personnel, equipment, materials and incidentals to the project site, safety training, site access coordination with the Owner and Engineer, securing a temporary construction yard, and maintaining the project site in a safe and orderly manner. This -item also includes costs incurred for securing bonds, permits (including the Erosion and Sediment Control Plan for the City), insurance, and financing prior to beginning work. Mobilization and temporary facility costs shall not exceed 10 percent of the total bid amount. Payment shall be at the lump sum bid price. Furnish and install 24- Measurement for payment to furnish and install the inch surface casing and surface casing, seal, and well head will be based upon completion of the Work as a lump sum unit. The lump MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL UJ Q a ITEM DESCRIPTION seal and complete the sum price listed on the Bid Schedule shall be full well head compensation for the moving in of rigs, pumps, equipment, power, labor, fuel, tools, and incidentals necessary to do the Work, and moving out of all such equipment, materials, tools, and incidentals. 23 -inch direct mud Measurement and payment for the 23 -inch borehole will rotary borehole drilling be based upon the number of vertical linear footage actually drilled in accordance with these Contract Documents. Payment for drilling the borehole shall constitute full compensation for miscellaneous materials, transportation, labor, fuel, bits, drilling fluids, equipment, and incidentals necessary to drill the borehole. No payment shall be made for tests of borehole plumbness and alignment; it shall be the responsibility of the Contractor to ensure that the hole remains within plumbness and alignment specifications. No payment shall be made for time or expenses incurred in the recovery or replacement of tools or equipment lost during the drilling phase or any other phase of the Work. No payment shall be made for time, materials, or labor costs incurred during remedial measures or operations in the event the well is of unacceptable plumbness or alignment. No payment will be made for time, materials, or labor costs incurred in abandoning the well in the event the well is of unacceptable plumbness or alignment following remedial measures, or if lost tools or equipment cannot be recovered from the borehole. The costs incurred for construction of the abandoned well shall be applied to construction of a replacement well. Caliper log of the 23- Work under this item shall include, but not be limited to, inch borehole completing a caliper survey of the borehole. Payment shall be at the lump sum bid price. Furnish and install 17.4- Measurement for payment for the PVC casing will be inch pipe O.D. (18.7- based upon the number of linear feet of such pipe actually inch coupler O.D.), installed in the borehole in accordance with these Contract 15.1 -inch minimum Documents. Payment for the PVC casing shall constitute I.D., blank, Certa-Lok full compensation for materials, transportation, labor, fuel, PVC Well Casing as equipment, centralizers, welding materials, and incidentals supplied by CertainTeed necessary to furnish and install the well casing. Corporation or approved equivalent as determined and MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 C112M HILL w Q a ITEM DESCRIPTION approved in writing by the City Seal the annular space Measurement and payment for furnishing and installing between the 23 -inch the well seal will be based upon vertical linear feet of well borehole and PVC seal installed in the borehole. Payment for the well seal casing from 8 feet bgs to shall constitute full compensation for cement, bentonite, 350 feet bgs using a water, materials, transportation, labor, equipment, and bentonite/cement grout incidentals necessary to furnish and install the seal. mix and from 350 to 380 feet bgs using 3/ - inch bentonite chips (Baroid or approved equivalent). Measurement and payment for the 15 -inch borehole will 15 -inch direct mud be based upon the number of vertical linear footage rotary borehole drilling actually drilled in accordance with these Contract Documents. Payment for drilling the borehole shall constitute full compensation for miscellaneous materials, transportation, labor, fuel, bits, drilling fluids, equipment, and incidentals necessary to drill the borehole. No payment shall be made for tests of borehole plumbness and alignment; it shall be the responsibility of the Contractor to ensure that the hole remains within plumbness and alignment specifications. No payment shall be made for time or expenses incurred in the recovery or replacement of tools or equipment lost during the drilling phase or any other phase of the Work. No payment shall be made for time, materials, or labor costs incurred during remedial measures or operations in the event the well is of unacceptable plumbness or alignment. No payment will be made for time, materials, or labor costs incurred in abandoning the well in the event the well is of unacceptable plumbness or alignment following remedial measures, or if lost tools or equipment cannot be recovered from the borehole. The costs incurred for construction of the abandoned well shall be applied to construction of a replacement well. Borehole geophysical Work under this item shall include, but not be limited to, survey and caliper log of completing geophysical logging in the borehole as the 15 -inch borehole described in the specifications, including a caliper survey of the borehole. Payment shall be at the lump sum bid price. MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL ITEM DESCRIPTION Furnish and install Measurement and payment for furnishing and installing stainless steel wire -wrap the well screen will be based upon the number of linear well screen assembly feet of such well screen actually installed in the borehole in accordance with these Contract Documents. Payment for the well screen shall constitute full compensation for screen (all slot sizes, including tight wrap), materials, centralizers, transportation, labor, equipment, and incidentals necessary to furnish and install the well screen. Furnish and install Measurement and payment for furnishing and installing Premier Silica Sand the sand filter pack will be based on the number of vertical filter pack feet of filter pack actually installed in the well in accordance with these Contract Documents. Payment for filter pack shall constitute full compensations for materials, transportation, labor, equipment, and incidentals necessary to furnish and install the filter pack. Furnish and install Measurement and payment for furnishing and installing stainless steel packer the packer assembly will be based upon a lump sum price. Payment for the packer shall constitute full compensation for transportation, labor, equipment, and incidentals necessary to furnish and install the packer. Furnish, install, and Measurement and payment for furnishing and installing remove test pump the test pump will be based upon a lump sum price. Payment for the test pump shall constitute full compensation for transportation, labor, equipment, and incidentals necessary to furnish, install, operate, and remove the pump. Mechanical and pump Measurement for payment for well development will be development based on the actual number of hours of development operations. Payment will be made at the unit price listed in the Bid Schedule. No other payment shall be made for equipment acquisition, chemicals, set-up, or installation, or for recovery periods required by the Owner to ensure thorough well development. Test pumping Measurement for payment for test pumping will be based on the actual number of hours of test pumping that occur. Payment will be made at the unit price listed in the Bid Schedule. No payment shall be made for equipment acquisition, test pump installation, set-up, or installation, or for recovery periods required by the Owner to ensure thorough well development. No payment shall be made for operating the pump, or for down time associated with sampling and testing for bacteria (and subsequent re - MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 ©COPYRIGHT 2015 C112M HILL ITEM DESCRIPTION sampling and re -testing, if required to obtain water with no bacteria present, based on laboratory results. Video log Measurement for payment for the video log will be based on a lump sum price. Payment for the video log shall constitute full compensation for camera disinfection, transportation, labor, equipment, and incidentals necessary to complete the log. Disinfection Measurement for disinfection will be based on a lump sum price. Payment for the disinfection shall constitute full compensation for transportation, labor, equipment, and incidentals necessary to complete the disinfection process and to obtain water samples absent of bacteria per laboratory analysis. Rig time Measurement and payment for rig time will be based on the unit price listed on the Bid Schedule. Payment for rig time for additional work specifically directed by the Owner not otherwise covered in these Contract Documents will be based on the actual number of hours of work done and shall be full compensation for rig, fuel, labor, equipment, and materials normally associated with Contractor's drilling activities. Additional materials, which may be required by the Owner, shall be paid at the Contractor's invoice cost plus 10 percent for handling. MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL 100- 300 400 WELDED STEEL PLATE WITH ACCESS PORT *3 FEET - 8 FEET N MINIMUM 28 -INCH BOREHOLE ET (ASSUME 50 FEET BGS) 3/4 / -INCH BENTONITECHIPS 50 FEET STATIC WATER LEVEL (ASSUME TO 50 FEET BGS) APPROXIMATELY 24 -INCH, 0.250 -INCH WALL, 50 FEET BGS LOW -CARBON STEEL (ASSUME 50 FEET BGS) 23 INCH, DIRECT MUD ROTARY BOREHOLE TO 380 FEET BGS CEMENT/BENTONITE GROUT 8 TO 350 FEET BGS 17.4 -INCH O.D., 15.1 -(NCH I.D., SDR 17 PVC WELL CASING (CERTAINTEED,CERTALOK TO 380 FEET BGS) CENTRALIZER (EVERY 20 FEET) TOP OF PACKER ASSEMBLY No (365 FEET BGS) 3/47INCH BENTONITE CHIPS (350 TO 380 FEET BGS) 154NCH DIRECT MUD ROTARY ROREHOLD TO 440 FEET BGS 6 BY 9 GRADATION PREMIER PACKER ASSEMBLY SILICA SAND (368 TO 405 FEET BGS) (SEE NOTE 1) 350 FEET 0.060 SLOT, JOHNSON/US FILTER, 304L STAINLESS STEEL, WIRE 365 FEET WRAP WELL SCREEN (1-14LOW, 380 FEET . , HI -Q) TO 400 FEET BGS 8 BY 16 GRADATION PREMIER 405 FEET SILICA SAND s t: (405 TO 440 FEET BGS) 425 FEET 0.000 (TIGHT WRAP), JOHNSON/US 435 FEET FILTER, 304L STAINLESS STEEL WELL 440 FEET`S Yc.:: SCREEN FROM 425 TO 435 FEET BGS 0.030 SLOT, JOHNSON/US FILTER, 304L STAINLESS STEEL, WIRE SEE NOTE 2 WRAP WELL SCREEN (HI -FLOW,, HI -Li); 400 TO 425 FEET BGS AND 435 TO 440 FEET BGS' 0.375 -INCH WALL, 304L STAINLESS STEEL END CAP, WELDED ONTO BOTTOM OF SCREEN ASSEMBLY BY THE MANUFACTURER Figure 5. Proposed Well Completion Schematic NOTES: City of Meridian Production Well 30 1 STAINLESS STEEL PACKER ASSEMBLY (SEE SECTION Meridian, Idaho 2,04 OF THE TECHNICAL SPECIFICATIONS) 2 10 -INCH "TELESCOPE" (8.7S -INCH I.D.) SCREEN W11014151006801 Mendes Weft SLiem tk _.. Ln m LU Q a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 CH2M HILL Appendix A Well Logs for Nearby Wells 9 Lu a a MERIDIAN PRODUCTION WELL 30 656137.03.35.21 OCTOBER 27, 2015 OCOPYRIGHT 2015 C112M HILL 32 -Inch Resistivity ' ;Simplified. i bhm•MeteFt 1 As -Built i 0 100 200 Well Schema6u -- 0_7 ------ — - mwmwEneow2axu0o- n.anemmaE.Oasmec. i uua(n3lsmaww,wrrnuox SiFRtA9n61UNIFaiaaf . J24MCHBFMOWIE[He51H b sa°ru'ow/ . � ', rflr 0n4 � • �sum k 040 sym 100 ros <a6 t�� w 4m ow sand ' U 1/16 A i! Or�SwINmD k 0. R ��,�4dd1 rx 155 rv[saro -F U 23/21$ ' 200 is ]441�3 .✓/ros ��/ U [uY 144 0114 a !q suv0w, zai a �7/W /!"T Aon 300wU J xw o$4 �. [asEsavo A, oma om. W/sum )lYFI , W 5.4 C6WESNN Its <0.6 W/sa4m U 35/354 400 a abs o 1 a k os k <06 sum Color ihang_e an w 3°m awL _ .� (he40fee bgs. to ea $ —� aawrsu. 440 feet bgs A, oma h j wsExazOovw a Brdwn/tan F. 0.05 3 sedlmentabove w <0m 4 I ixti wEs 0 440 feet. xa 2.1_ 3 500 -- Blu-eeandgray ros Q.05cPOfur DOS sedimentbelow T U 21110.4 440 feet. (/ja/� i, am , W wrywo / a o$6 �� gnusw0 $ s am 2m1f4 AU <0.6 cauSESM'o 15 2 nm 1.3 Rs ;am LW W/Scml - U 12/10$ f, taF 0.13 -TO a Oma [MRFSNN ' [ 600 - F. nu <az ros mm B4d _ f°'EYNO u—To —sw ma 04e `. c04uto l m ami a m its <a2 ros (0.6iwrayae ®Axa 700 - U 1/O'4 � N4Sd>e a94 041 a 0.06 y^ k <06 Uw 0..2 �pjpp( ks m.6Nka,o u W1 �. taR Ob9 [� a Oma o Fe N 6 -x' 800 _ Au <a6 1 ` aHa'UA[ qW 1 NP < 2 [ataEswo Capped Piezometers Locked Wellhead 400 1000 WELL COMPLETION DETAILS Screen FilterPack DepthFilter 1 795to870 778 to 882 Pack 54 Depth 882 to 904 Seal 16 2 680 to 720 675 to 725 37 725 to 778 35 3 615 to 635 607 to 640 22 640 t0 675 19 4 535 to 550 528 to 557 11 557 to 607 23 5 47510505 468 to 510 21 510 to 528 8 6 385 to 435 380 to 441 28 441 to 468 12 7 358t.368 355 to 372 10 372t.380 4 8 320 to 340 314 to 345 14 345 to 355 4 9 287 to 297 285 to 300 6 300 to 314 6 10 262 to 272 259 to 274 4 274 to 285 4 11 185 to 235 184 t0 245 21 245 to 259 4 12 150 to 165 14510170 8 170 to 184 4 13 55 to 75 49 to 82 17 82 to 145 16 Above Zone NA NA 13 NA Ground surface to 49 feetbgs 16 Him pack was 846 Premler5i8ca sand. Each bentonite/cement grout batch oo6isted of 24 gallons of City of Madden water, one 92 lb bag of Pardard cement, failmued by we 50.16 bag ofWyo-Ben Grout Well DF, yiedimp Wume ofapprodmately29 gallons perbal(h. All PVC isloh ion hand, 24nch, schedule 80 All screen 6 Johnson bnard,0.020-Inch sot, schedule 80 PVC Figure 3. Summary Schematic City of Meridian Test Well 30 Meridian, Idaho Chum Temp. Sp<lift Cardaclaice )hsd ad 0,1pn OFF Zone MEMMMM®® ":. (T[F) pH IpS,AmI (mgIL) (mV) Odor? Gas? nmmn®nn�® nMM®® t E ®W®. nMM®®n®n® NEMMMM®® n®mann®® n • it mann®® nMMm®nn®® n ,11 n®nn®® mmmn®nn®® nMMn®nn®® nMMn®nn®® '1 Figure 3. Summary Schematic City of Meridian Test Well 30 Meridian, Idaho Chum Ali I but 10110 1 Agot1l jco s Ikill Lu i t i .Rent •.r w ...� a.. u M ow oac cot ws we 001 h *28 Moaner as Wen Pdr.de4xyx 1SlC*'pt�gj�ial�'33'3iffi� �� e to a rr 42e—n tC+�ai.+ e+s_i l0lrpll ���i7Y elrrr•: lY Y.�I' F f Mw.a t e i."*w. !trs=:.,eaiw�►��a4,.Y µ,.Y+.i -ModVis* zi � tY.it,Yl Mrl�llii lMelN+e+.1A�i Kan'Yr�.w'Mw y ' �' Fps o+er+u fat NNW LO t. x a {+ yam► Val �[!.... f ,( {f�`f—^Jf . w 't i"�wi: L�eK Y► e i f' � yY�>iM+er/p�i.aii�it SIT. ♦ _j°`� .� JrM■.+.�/r+ erre C/K� lY ■ wil— riri r�reYt�r lr� ii�rA�f-...•Irll e3�1.YW - 1n.i '� ����i{ 1�f 1aYf.�V/�I� i%lam • aJtr�aA+�ii�wl+Mw+++tMalr ' � `�"� s esiaeatr.i�,l4ewr�li+ .tr w aw r�►w, OP Y R .err k -H I AC40RDr CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 2/1/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Post Insurance Services, Inc. 2717 W. Bannock St.RECEIVED NAME: AlysT a Gamble o Ext): (208) 336-5600 FAX �C No,No: (208)344-0651 E-MAIL a amble@ ostins. Com ADDRESS: g P P.O. BOX 8447 Boise ID 83707 FEB 0 5 2016 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Acuit -i- 14184 INSURED FINANCE DEPT Post Drilling Inc. PO BOX 588 INSURER B :Idaho State Insurance Fund 36129 INSURERC: INSURER D : INSURER E : Weiser ID 83672 1 INSURER F: "VvefWuW CERTIFICATF NFIMRFR-2015-2016 owrcrnsr r.ursan�e. • ,wmu�n. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS LTR TYPE OF INSURANCE ADDL imqn UBR wvn POLICY NUMBER POLICY EFF MM/DD YYY1 POLICY EXP 1MM/DDIYYYYl LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 250,000 PREMISES Ea occurrence $ A CLAIMS -MADE X❑ OCCUR X CG7194; CG7274; CG7301 X47632 7/1/2015 7/1/2016 MED EXP (Any one person) $ 10,000 PERSONAL BADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 %{ POLICYPRO- ❑ JECT LOC PRO DUCTS - COMP/OP AGG $ 3,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident BODILY INJURY (Per person) $ A ANY AUTO ALL OWNED SCHEDULED AUTOS X AUTOS X47632 7/1/2015 7/1/2016 BODILY INJURY (Per accident) $ X HIRED AUTOS X NON -OWNED AUTOS PROPERTY DAMAGE Per accident $ X CA7213; CA7247 $ UMBRELLA LIAROCCUR EACH OCCURRENCE $ 2,000,000 A X EXCESS LIAB XI CLAIMS -MADE AGGREGATE $ 2,000,000 DED X RETENTION$ 0 $ X47632 7/1/2015 7/1/2016 WORKERS COMPENSATION I OT X I I AND EMPLOYERS' LIABILITY Y / N STATUTE ERH E.L. EACH ACCIDENT $ 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N /A B (Mandatory in NH) If yes, describe under 636813 7/4/2015 7/4/2016 E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE - POLICY LIMIT I $ 11000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) RE: Well 30 Production Well -Construction Project #10012.F City of Meridian Purchasing Department 33 E Broadway Ave. Meridian, ID 83642 ACORD 25 (2014/01) INS025 (201401) Ln•-A►I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Alyshia Gamble/AG aawj"'�,' U 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD RECEIVED FEB 0 5 1016 Document A312 TM -201 GNANCE DEPT Conforms with The American Institute of Architects AIA Document 312 Performance Bond CONTRACTOR: (Name, legal status and address) Post Drilling, Inc. PO Box 588 Wesier, ID 83672 OWNER: (Name, legal status and address) City of Meridian 33 E. Broadway Ave. Ste. 106 Meridian, ID. 83642 CONSTRUCTION CONTRACT Date: February 16, 2016 SURETY: 67S201428 (Name, legal status and principal place of business) The Ohio Casualty Insurance Company /� 9450 Seward Road /Y Fairfield, OH 45014 This document has important legal consequences. Consultation with Mailing Address for Notices an attorney is encouraged with The Ohio Casualty Insurance Company respect to its completion or Attention: Surety Claims Department modification. 1001 4th Avenue, Suite 1700 Any singular reference to Seattle, WA 98154 Contractor, Surety, Owner or other party shall be considered plural where applicable. Amount: $ 272,420.00 Two Hundred Seventy-two Thousand Four Hundred Twenty Dollars And Zero Cents Description: (Name and location) Well 30 Production Well - Construction BOND Date: February 16, 2016 (Not earlier than Construction Contract Date) Amount: $ 272,420.00 Two Hundred Seventy-two Thousand Four Hundred Twenty Dollars And Zero Cents Modifications to this Bond: 0 None F-1 See Section 16 ;PNT,,, CTOR AS PRINCIPAL Qompany: ,� (Corporate Seal) l�Ost Drllllnd„ "hc. $igilaturo: N��ei 3HBRi� %jo and Title:V1� PP_aSt0 EAJ'r v SURETY Company: (Corporate Seal) The Ohio Casualty Insurance Company Signature:i ? Name and Title: Mary Jaquier Attorney -In -Fact (Any additional signatures appear on the last page of this Performance Bond.) (FOR INFORMATION ONLY — Name, address and telephone) AGENT or BROKER: Post Insurance Services, Inc. PO Box 8447 Boise, ID 83707 S-1852/AS 8/10 OWNER'S REPRESENTATIVE: (Architect, Engineer or other party.) N/A § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. § 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Section 3. § 3 If there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among the Owner, Contractor and Surety to discuss the Contractor's performance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Section 3.1 shall be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety; and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. § 4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice. § 5 When the Owner has satisfied the conditions of Section 3, the Surety shall promptly and at the Surety's expense take one of the following actions: § 5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract; § 5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors; § 5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or § 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or .2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial. § 6 If the Surety does not proceed as provided in Section 5 with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Section 5.4, and the Owner refuses the payment or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. S-1852/AS 8/10 § 7 If the Surety elects to act under Section 5.1, 5.2 or 5.3, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication, for .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; .2 additional legal, design professional and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Section 5; and .3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. § 8 If the Surety elects to act under Section 5.1, 5.3 or 5.4, the Surety's liability is limited to the amount of this Bond. § 9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors and assigns. § 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 11 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. § 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 14 Definitions § 14.1 Balance of the Contract Price. The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. § 14.2 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents. § 14.3 Contractor Default. Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract. § 14.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 14.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. § 15 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. S-1852/AS 8/10 § 16 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties, other than those appearing on the cover page) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Signature: Signature: Name and Title: Name and Title: Address Address S-1852/AS 8/10 (Corporate Seal) c Payment Bond CONTRACTOR: (Name, legal status and address) Post Drilling, Inc. PO Box 588 Weiser, ID 83672 OWNER: (Name, legal status and address) City of Meridian 33 E. Broadway Ave. Ste. 106 Meridian, ID. 83642 RECEIVED FEB 0 5 2016 DOCUiTI@Ilt A312 TM — ZO1 O FINANCE DEPT Conforms with The American Institute of Architects AIA Document 312 CONSTRUCTION CONTRACT Date: February 16, 2016 67S201428 SURETY: (Name, legal status and principal place of business) The Ohio Casualty Insurance Company 9450 Seward Road Fairfield, OH 45014 This document has important legal consequences. Consultation with Mailing Address for Notices an attorney is encouraged with The Ohio Casualty Insurance Company respect to its completion or Attention: Surety Claims Department modification. 1001 4th Avenue, Suite 1700 Any singular reference to Seattle, WA 98154 Contractor, Surety, Owner or other party shall be considered plural where applicable. Amount: $ 272,420.00 Two Hundred Seventy-two Thousand Four Hundred Twenty Dollars And Zero Cents Description: (Name and location) Well 30 Production Well- Construction BOND Date: February 16, 2016 (Not earlier than Construction Contract Date) Amount �� 272,420.00 Two Hundred Seventy-two Thousand Four Hundred Twenty Dollars And Zero Cents 110)) Modification. Jo, th, s Bond: ❑X None CON. TRAC*,QR'-AS PRINCIPAL C064ny: (Corporate Seal) Post Drilling, Inc. ,Signat6re: %Illll l Name �i~i tei�� �oUIJ and Title: 1ICL� P{ZE% 1 oEa'r ❑ See Section 18 SURETY Company: (Corporate Seal) The Ohio Casualty Insurance Company Signature: 1 Name � and Title: / Mary Jaquier Attorney -In- Pact_ (Any additional signatures appear on the last page of this Payment Bond.) (FOR INFORMATION ONLY — Name, address and telephone) AGENT or BROKER: Post Insurance Services, Inc. PO Box 8447 Boise, ID 83707 S-2149/AS 8/10 OWNER'S REPRESENTATIVE: (Architect, Engineer or other party:) NIA § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms. § 2 If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond. § 3 If there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Section 13) of claims, demands, liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety. § 4 When the Owner has satisfied the conditions in Section 3, the Surety shall promptly and at the Surety's expense defend, indemnify and hold harmless the Owner against a duly tendered claim, demand, lien or suit. § 5 The Surety's obligations to a Claimant under this Bond shall arise after the following: § 5.1 Claimants, who do not have a direct contract with the Contractor, .1 have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed labor or last furnished materials or equipment included in the Claim; and .2 have sent a Claim to the Surety (at the address described in Section 13). § 5.2 Claimants, who are employed by or have a direct contract with the Contractor, have sent a Claim to the Surety (at the address described in Section 13). § 6 If a notice of non-payment required by Section 5. 1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1. § 7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions: § 7.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and § 7.2 Pay or arrange for payment of any undisputed amounts § 7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Suety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Section 7.1 or Section 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. § 8 The Surety's total obligation shall not exceed the amount of this Bond, plus the amount of reasonable attorney's fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. § 9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. S-2149/AS 8/10 § 10 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make payments to, or give notice on behalf of, Claimants or otherwise have any obligations to Claimants under this Bond. § 11 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 13 Notice and Claims to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, shall be sufficient compliance as of the date received. § 14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. 16 Definitions 16.1 Claim. A written statement by the Claimant including at a minimum: .1 the name of the Claimant; .2 the name of the person for whom the labor was done, or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor, materials or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the labor, materials or equipment furnished; .5 the date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; .6 the total amount earned by the Claimant for labor, materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant; and .8 the total amount due and unpaid to the Claimant for labor, materials or equipment furnished as of the date of the Claim. § 16.2 Claimant. An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment' that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. § 16.3 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents. S-2149/AS 8/10 § 16.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 16.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. § 17 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. § 18 Modifications to this bond are as follows: (Space is provided below for additional signatures of added parties, other than those appearing on the cover page) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Signature: _ Name and Title: Address S-2149/AS 8110 Signature: Name and Title: Address (Corporate Seal) THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No 7112153 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and WestAmerican Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies°), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Mary Jaquier; Terry S. Robb; William F. Post all of the city of Boise state of ID i each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surely and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as -if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed = theretothis 11th day of "September 2015 Pio cAS& ov INsti, P� 1Nsul? PN1NSUgq American Fire and Casualty Company -a F ��owoWrF q�� eyJPxPn2ar� 9yo o`°s o��R<TF��� �Q���r� �� The Ohio Casualty Insurance Company N a n m a 1906 0 0 1914 1912 o Q o Liberty Mutual Insurance Company m n > 1991 v l 3 a' West merican Insurance Company U) ��F/AA1V"��*�aD �.5'kAdPS�`P�al) �/7 �SS�CHY" !_ �� <YCIANP F ` •� I By. I w STATE OF PENNSYLVANIA ss David M. Care ; Assistant Secretary C COUNTY OF MONTGOMERY 117 1 N On this 11th day of September 2015 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire and v t. I`v _ Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Insurance Company, and West American Insurance Company, and that he, as such, being authorized so to do, W 0.2 execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. e jdIN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. O CL td P PASA COMMONWEALTH OF PENNSYLVANIA + O Q��MONW Notarial Seal 4 M C •rA ti� u° rs v Em esa Pastella, Notary Public By; 0 O (: of uth Twp., Montgomery County Teresa Pastella, Notary Public d = mission Expires March 28, 2017 3 rte+ O 41L�w�O Member, Pennsylvania Association of Notaries O I y RY P CLc L This Power of Attorney is made and executed pursuant to an by authority of the following By-laws and Authorizations of American Fire and Casualty Company, The Ohio Casualty Insurance to o O }, Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: Y tm N y C> L- ARTICLE IV— OFFICERS'- Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject -0 C C +; to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, "as may be necessary to act in behalf of the Corporation to make, execute, seal,+ O C- acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective E powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so d L. O executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under > athe provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. Q 04 ARTICLE XIII — Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, tP > ` and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf ofthe Company to make, execute, M O seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their = o? Z v respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company, When so 010 executed such instruments shall be as binding as if signed by the president and attested by the secretary. O cfl Certificate of Designation — The President of the Company-- ting pursuant to fYie Bylaws of the Company, authorizes David M. Carey, Assistant: Secretary to appoint such attorneys-in- acfacfas may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety anyand all undertakings,; bonds, recognizances and other surely obligations. Authorization —By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of anypower of attorney issued by the Company"in connection with surety bonds, shall be valid and binding upon the Company with - the same force and effect as though manually affixed. I, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance: Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney,of which the foregoing is -a full, true ant correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 16 day of February -2016 -Pot) Ast, _ J Lj IN Uq 2� 'U.1pNPOSRUgqr�l✓CF 4Q`LSP[A. proRugr?, 1906 �0 0 1919 �(Fn3 By:. 1912 0:: 1991 Gregory W. Davenport, Assistant Secretary 25 of 150 LMS :12873 122013 eTRAKiT Page 1 of 1 Home I Setup an Account I Log In COnlfaClOf V Username Password LOGIN ❑ REMEMBER ME Forgot Password Permits Apply Search Pay Fees Licenses Search Trade Licenses Search Public Works Inspections Schedule Cancel Elevators Search Elevators Violations Search Shopping Cart Pay All Fees Contact Contact us Public Works Search.() Search Again Download Results Printable View Firs Pref Page: 1 of 1 Ne Las Details - License Number: 013426 i Lic Info Fees $475.00 Registration #: 013426 Issue: 8/26/2015 Expire: 9/30/2016 Type: PUBLIC WORKS Sub -Type: CC Status: ACTIVE Company: Post Drilling, Inc. Phone: (208)585-3411 Cell: (208) 550-0175 Pager: Fax: (208) 549-8112 Owner Name: The Division of Building Safety, makes every effort to produce and publish the most current and accurate information possible. No warranties, expressed or implied, are provided for the data herein, its use, or its interpretation. Utilization of this websile indicates understanding and acceptance ofthis statement. 1-800-955-3044, 1090 E Watedower St, Suite 150 Meridian ID 83642 HOME I CONTACT https://web.dbs.idaho.gov/eTRAKiT3/Custom/ldaho PublicWorksSearchRslts.aspx 1/26/2016 IDSOS Viewing Business Entity Page 1 of 1 IDAHO SECRETARY OF STATE 46 Viewing Business Entity Lawerence Denney, Secretary of State [ New Search ] [ Back to Summary ] [ Get a certificate of existence for POST DRILLING INC. ] [ Monitor POST DRILLING INC. business filings ] POST DRILLING INC. PO BOX 588 WEISER, ID 83672 Type of Business: CORPORATION, GENERAL BUSINESS Status: GOODSTANDING State of Origin: IDAHO Date of 10 May 2012 Origination/Authorization: Initial Registered Agent: SHERRY YOUNG 1239 INDIANHEAD RD WEISER, ID 83672 Organizational ID / Filing C194649 Number: Number of Authorized Stock 100000 Shares: Date of Last Annual Report: 23 Mar 2015 Annual Report Due: May 2016 Original Filing: [ Help Me Print/View TIFF ] Filed 10 May 2012 INCORPORATION View Image (PDF format) View Image (TIFF format) Annual Reports: [ Help Me Print/View TIFF ] Report for year 2015 ANNUAL REPORT View Document Online Report for year 2014 ANNUAL REPORT View Document Online Report for year 2013 ANNUAL REPORT View Document Online Idaho Secretary of State's Main Page State of Idaho Home Page Comments, questions or suggestions can be emailed to: sosinfo(cbsos.idaho.gov http://www.accessidaho.org/public/sos/corp/C 194649.html 1/26/2016 d- aW d- d" cW N O O O N N b 0 0 O O M M 0 O G m o O o m o0 + m o r r- 41 11 N G � U F� � N CQ v v x a ro x in O M o o 0 to C r N N M M 0 O ,l r Ln �o O O v G 00 o ro r m r a) CG 'ZS ro N C 00 d' M M a E rn m r O. W N M `-' `-' Ln M �n Ln �n W a 41 No ro 0 N O � � N o v 04 u) o o rn m �. C4 0 C+ � }-1 O M O O M Cl) k1 ro � v r4 N M N O 0> m 'd N }I 0) N N N LO l0 M M •rl m N U 7 G rn m r u) u) N � 'H 0 + G U r m oo H W o w Eq 0 4J 0 LO U v W +) O H N U w y 'O 3 0 0 0 0D 0 0 0 ro +J 41 "� O O o N N N (� O 0 G o Vd' C v ON N o m rn rn a f -4 43 G M N O V d C r H r a M w 0 a +J C v .,1 N N G � ro y O +) v v ro ro ro 4, +) rl G U Hi ro U) I 24 C, >r ..i G Sia -P Q ro o o 1 rl O M M U o 0) M, O" W F H 4 7 0 Q a �v v �j z o��� 0 � Q ro w 3 a i m ro a 0 w o+ H a a ro U w Q