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Resolution - 2009-R0311 - Contract - Peterson Drilling & Testing Inc. - Ground Water Monitoring Wells - 08_13_2009 (2)
Resolution No. 2009-RO311 August 13, 2009 Item No. 5.15 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Unit Price Construction Contract No. 9067 for Ground Water Monitoring Wells at Caliche Canyon Landfill and West Texas Region Disposal Facility per ITB #09-731-BM, by and between the City of Lubbock and Peterson Drilling & Testing, Inc. of Amarillo, Texas, and related documents. Said Contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council this 13th ATTEST: Rebeccli Garza, City Secretary AS TO CONTENT: Loomis, Assistant City Manager ortation and Public Works APPROVED AS TO FORM: Chad Weaver, Assistant City Attorney day of August , 2009. TOM MARTIN, MAYOR vw/cedocs/RES.Contract-Peterson Drilling & Testing, Inc. August 4, 2009 No Text ITB# 09-731-BM, Addendum # 1 City of Lubbock PUBLIC WORKS CONTRACTING OFFICE ROOM 204, MUNICIPAL BUILDING 1625 13TH STREET LUBBOCK, TEXAS 79401 PH: (806) 775-2163 FAX: (806) 775-2164 http://purchasing.ci.lubbock.tx.us ADDENDUM # I ITB # 09-731-BM Ground Water Monitoring Wells at Caliche Canyon Landfill and West Texas Region Disposal Facility DATE ISSUED: July 15, 2009 CLOSE DATE: July 23, 2009 @ 2:00 P.M. The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Bidder's must submit the REVISED BID SUBMITTAL FORM, attached. 2. Bidder's attention is invited to the Engineer's Addendum #1, attached. All requests for additional information or clarification must be submitted in writing and directed to: Bruce MacNair, Public Works Contracting Officer, City of Lubbock, P.O. Box 2000, Lubbock, Texas 79457 Questions may be faxed to (806)775-2164 or Email to bmacnair@mylubbock.us. THANK YOU, CITY OF LUBBOCK Bruce MacNair Public Works Contracting Officer It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the bidder's responsibility to advise the Citv of Lubbock Public Works Contractine Officer if anv lan¢uaee. reauirements. etc.. or anv combinations thereof, inadvertentiv restricts or limits the reouirements stated in this ITB to a sinele source. Such notification must be submitted in writing and must be received by the Public Works Contracting Officer no later than five (5) business days prior to the bid close date. A review of such notifications will be made. ITB# 09-731-BMadI BID SUBMITTAL FORM UNIT PRICE BID CONTRACT DATE: PROJECT NUMBER: ITB- 09-731-BM —GROUNDWATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY Bid of (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Ladies and Gentlemen: The Bidder, in compliance with your Invitation to Bid for the construction of GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated below. Estimated Item Quantity No. & Unit Description of Item Total Amount CALICHE CANYON LANDFILL — GROUNDWATER MONITOR WELLS (TCEQ 69) C-1. I LS Mobilization cost (not to exceed 10% of bid price). TOTAL ITEM #C I: $ /LS (Unit Price Amounts shall be shown in both words and numerals. in case of discrepancy, the amount shown in words shall govem.) C-2. 8 EA Digging slush pits and any necessary drainage ditches, and disposing of all sand, muck, and other waste materials. TOTAL ITEM #C2: $ /EA( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) C-3. 1,167 VF Drilling wells, preparation of drilling log, and any necessary well cleaning. TOTAL ITEM #C3: $ /VF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) C-4. 1,098 VF 4-inch well casing, furnished and installed. TOTAL ITEM #C4: $ /VF( ) (Unit Price Amounts shall be shown in both words and numerals. in case of discrepancy, the amount shown in words shall govem.) Bidder's Initials Item Estimated No. Quantity & Unit Description of Item Total Amount C-5. 176 VF 4-inch well screen, furnished and installed. TOTAL ITEM #C5: $ NF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) C-6. 104 VF Filter pack material. TOTAL ITEM #C6: $ /VF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) C-7. 16 VF Bentonite Annular Seal installed in each well. TOTAL ITEM #C7: $ /VF( ) (Unit Price Amounts shall be shown in both words and numerals. in case of discrepancy, the amount shown in words shall govern.) C-8. 1,034 VF Cement-Bentonite casing seal installed in each well above the annular seal. TOTAL ITEM #C8: $ /VF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) C-9. 8 EA Cleaning, developing, and testing new wells. TOTAL ITEM #C9: $ /EA( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) C-10. 8 EA Install well casing plug. TOTAL ITEM #C 10: $ /EA( (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) C-11. 8 EA Install 6' x 6' x 6" concrete sealing blocks. TOTAL ITEM #C 11: $ /EA( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) C-12. 8 EA Install 8-inch protective steel collars. TOTAL ITEM #C12: $ /EA( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) C-13. 8 EA Install groundwater monitor well sampling pumps, including necessary appurtenances, complete and in place. TOTAL ITEM #C13: $ /EA( (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) Bidder's Initials Item Estimated No. Quantity & Unit Description of Item Total Amount i C-14. 32 EA Install bollards as protective barriers. TOTAL ITEM #C14: $ /EA( ) (Unit Price Amounts shall be shown in both words and numerals. in case of discrepancy, the amount shown in words shall govem.) C-15. 1 EA Retaining wall for groundwater monitoring well. TOTAL ITEM #C 15: $ /EA( (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) TOTAL BID, ITEMS #C-1 - # C-15: MA' LABOK: TOTAL BID ITEMS #C1 - #CI5: $ (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) WEST TEXAS REGION DISPOSAL FACILITY — GROUNDWATER MONITOR WELLS (TCEQ 2252) W-1. 1 LS Mobilization cost (not to exceed 10% of bid price). TOTAL ITEM #W 1: $ /LS( (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) W-2. 10 EA Digging slush pits and any necessary drainage ditches, and disposing of all sand, muck, and other waste materials. TOTAL ITEM #W2: $ /EA( (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) W-3. 1,913 VF Drilling wells, preparation of drilling log, and any necessary well cleaning. TOTAL ITEM #W3: $ /VF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) W-4. 1,753 VF 4-inch well casing, furnished and installed. TOTAL ITEM #W4: $ /VF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) Bidder's Initials Item Estimated No. Quantity & Unit Description of Item Total Amount W-5. 220 VF 4-inch well screen, furnished and installed. TOTAL ITEM #W5: $ NF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) W-6. 250 VF Filter pack material. TOTAL ITEM #W6: $ /VF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) W-7. 20 VF Bentonite Annular Seal installed in each well. TOTAL ITEM #W7: $ NF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) W-8. 1,683 VF Cement-Bentonite casing seal installed in each well above the annular seal. TOTAL ITEM #W8: $ /VF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) W-9. 10 EA Cleaning, developing, and testing new wells. TOTAL ITEM #W9: $ /EA( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) W-10. 10 EA Install well casing plug. TOTAL ITEM #W10: $ /EA( (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) W-11. 10 EA Install 6' x 6' x 6" concrete sealing blocks. TOTAL ITEM #W11: $ /EA( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) W-12. 10 EA Install 8-inch protective steel collars. TOTAL ITEM #W12: $ /EA( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) W-13. 10 EA Install groundwater monitor well sampling pumps, including necessary appurtenances, complete and in place. TOTAL ITEM #W 13: $ /EA( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) Bidder's Initials Item Estimated No. Quantity & Unit Description of Item Total Amount W-14. 40 EA Install bollards as protective barriers. TOTAL ITEM #W 14: $ /EA( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) W-15. 500 VF Plug and abandon existing borings and monitor wells as identified on the plans and as specified. TOTAL ITEM #W 15: $ /VF( ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) TOTAL BID, ITEMS #W1 - # W15: MATERIALS: $ TOTAL BID ITEMS #W1 -#W15: $ (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) TOTAL CALICHE CANYON BID ITEMS (C1- C15) $ TOTAL WTRDF BID ITEMS (W1 - W15) $ GRAND TOTAL $ Bidder hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed" of the Owner and to substantially complete the project within 60 (SIXTY) WORKING DAYS thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $25.00 (TWENTY-FIVE AND 00/100) for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. ti Bidder's Initials Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ ) or a Bid Bond in the sum of Dollars which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required bond (if any) with the Owner within ten (10) business days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. (Seal if Bidder is a Corporation) ATTEST: Secretary Bidder acknowledges receipt of the following addenda: Addenda No. Date Addenda No. Date Addenda No. Date Addenda No. Date Date: Authorized Signature (Printed or Typed Name) Company Address City, County State Zip Code Telephone: - Fax: FEDERAL TAX ID or SOCIAL SECURITY No. M/WBE Firm: Woman I I Black American Native American Hispanic American I I Asian Pacific American Other (Specify) PARKHILLSMITH&COOPER I' TO: PROSPECTIVE BIDDERS I PLANHOLDERS ADDENDUM FROM: PARKHILL, SMITH & COOPER, INC. NO ■ 1 PROJECT NAME: GROUNDWATER MONITORING WELLS PROJECT NO.: 01274508 DATE: JULY 15, 2009 Attention of all Prospective Bidders/Plan Holders is directed to the following modifications to the referenced Plans and Specifications. This Addendum forms a part of, and shall be attached to the Contract Documents, and modifies the original Bidding Documents dated June 2009 as noted below: This Addendum consists of 5 page(s), plus the attached drawing C-101 and well logs. I. GENERAL: A. Bid date: July 23, 2009 at 2:00 p.m. B. Anticipated award date: August 13, 2009, City Council Meeting C. Time of Completion — 60 days, Work schedule will be coordinated with contractor at time contract is awarded D. Landfill Hours of Operation 1. Caliche Canyon Landfill Monday — Friday: 8am — 5pm Saturday: 7am —12pm 2. WTRDF Monday — Friday: 7am — 5pm Saturday: 8am — 12pm Any work performed outside of Hours of Operation must be coordinated with Engineer and Owner. Landfill gates must be kept locked to maintain site security and compliance with the facility permits. II. CHANGES TO PROJECT MANUAL: A. SECTION 00300, PROPOSAL. SHALL BE REPLACED IN ITS ENTIRETY WITH THE ATTACHED SECTION 00300. B. SECTION 01025, MEASUREMENT AND PAYMENT 1. Paragraph 1.13 revised as follows: "Payment will be made for furnishing and installing sampling pumps at the locations shown on the drawings. The price shall include furnishing and installing the pump and motor units with all electrical leads, discharge tubing, lifting cables, purge water storage tanks, and other incidentals for constructing the sampling pump units in accordance with the plans and specifications." El Paso Lubbock Midland 4222 85th Street Lubbock, Texas 79423 806.473.2200 Fax 800.473.3500 l _1 Addendum No. 1 Page 2 July 15, 2009 2. Add Paragraph 1.15, Retaining Wall (Bid Item 15) as follows: 111.15 Payment will be made for providing and installing the reinforced concrete retaining wall as shown on the plans on a per unit basis. Price shall include all materials, labor, supplies, equipment and superintendence necessary to install the 4-foot retaining wall as specified." C. SECTION 02145, GROUNDWATER MONITOR WELL CONSTRUCTION 1. Paragraph 2.9 revised as follows: "Provide an 8-inch steel pipe with a lockable hinged top flap or cover as shown on the plans including a sturdy master lock, maintained in working order, and kept locked when the well is not being purged or sampled. Each master lock for the wells shall be keyed to match all existing wells. Square shaped protective collars, 8-inch by 8-inch, may be acceptable upon Engineers approval. Wall thickness and fabrication must be comparable to pipe collars." 2. Page 02145 — 6, Caliche Canyon Landfill (TCEQ MSW 69) Table. Add note under table as follows: "*Screen length includes 2-foot blank screen sediment trap at base of screen." 3. Paragraph 3.2 H, and number 3 as follows: "All development water shall be stored in poly tanks the Owner will provide. The Owner will be responsible for disposing of this water. D. SECTION 11201, GROUNDWATER MONITORING WELL SAMPLING PUMP SYSTEM 1. Paragraph 2.4.A.3., revise to read as follows: "3. Discharge tubing outside the well shall be '/2 inch OD, 3/8 inch ID, Teflon lined, polyethylene tubing. A mi nimum of 6-feet of discharge tubing shall be provided." 2. Paragraph 2 A.A., add number 7 as follows: 7. A 250-gallon poly storage tank shall be provided at each monitor well. Each tank shall be secured to a protective bollard or to the ground by means of a chain attached to the bollard or to a metal fence post in the ground near the well." Ill. CHANGES TO DRAWINGS: A. C-101 — Revised to show retaining wall at M W-119. B. C-102 — Dimension of concrete pad revised. C. C-502 — New sheet showing deta it of MWA 19 and retaining wall. IV. QUESTIONS/CLARIFICATION Question: Will there be a line item for standby time? Answer: No. We will make every effort to avoid delays and to keep the installation moving. Question: Does the number of work days refer to calendar days? Answer: Yes, the number of days listed for time of completion refers to calendar days. Addendum No. 1 Page 3 July 15, 2009 Question: What is the Engineer's Estimate? Answer: Engineer's Estimate of Probable Cost for Construction is $344,000. SITE LAYOUT Question: Are the locations level? Answer: The majority of the locations are level. At Caliche Canyon there may be two locations which require some leveling. MW-112 is shown to be located near the slope into the draw which crosses through the site. Some ground clearing and leveling m ay be required at this location. M W-119 is located on the north side of a cell which has recently received final cover. Some ground leveling may be required at this location. All wells at WTRDF are expected to be on level ground. New wells located along the west side of the property, south of the scale house, are located in an area which is currently farmed. The wells should be set back outside of the farmed area. The Contractor should take care to not damage any of the farmed area. - Question: Will the contractor have the responsibility of verifying wells are at the correct spacing? Answer: The Owner will provide staking of the well locations. The Engineer will do a preliminary check to ensure that the staked locations meet TCEQ requirements for a groundwater monitoring system, and the Contractor will assume responsibility for drilling at the staked and approved location. ADDITIONAL INFORMATION Question: Can logs of existing wells be made available? Answer: We have included well logs from existing wells at both sites with this Addendum. MONITOR WELL PRODUCTS Question: Are bollards 6-inches in diameter? Answer: Bollards should be 6-inch (Sch. 40) steel pipe as detail B2/C-501. listed in Specification Section 02145, 2.10.A and Question: How many pump controllers are to be provided? Answer: Two pump controllers should be provided, one for each facility. Question: What method will be used to permanently label each monitor well ? Answer: Each monitor well will be labeled with all information shown on detail C4/C-501 and will be legible as shown. The well label shall be permanently attached to the steel protective casing. Both the " 1 Addendum No. 1 Page 4 July 15, 2009 ' labelingmethod as well as the method used to attach the label to the steel casing must be 9 approved by the Engineer. MONITOR WELL CONSTRUCTION Drilling Fluid Any fluid used during drilling must be from a potable source or a completed chemical analysis must be submitted. If contractor desires to use any other fluid, permission must be granted by TCEQ prior to its use. PSC will coordinate with awarded contractor to determine if they would like to submit a request for an alternate drilling fluid to TCEQ. Water source at Caliche Canyon: There is no potable water source at the facility. Owner will provide water via a fire hydrant located at Kent & University, south of Hillcrest Country Club. Hydrant is located on a paved street with no traffic. Water source at WTRDF: There is no potable water source at the facility. Owner is in the process of performing a chemical analysis of water from a water well on site. Results of the analysis will be provided to bidders. If results of the analysis show the water to be uncontaminated, it may be used in the event that water is needed for drilling activities. Bidders may also provide water from nearby sources, such as City of Abernathy. Question: Can City of Abernathy water be used? Answer: Refer to information regarding Drilling Fluid above. Water from a potable water supply such as the City of Abernathy must be accompanied by a chemical analysis. Water from any source other than the two listed (to be provided by the Owner) will be at the Contractor's expense. Question: Can additives be used for drilling? Answer: Any fluid other than the potable supply from an approved water source must be approved by TCEQ prior to use. Refer to the Drilling Fluid discussion above. Question: Will the City of Lubbock provide the Engineer/Geologist field supervision or will that be the responsibility of the contractor? Answer: Installation and development shall be supervised by a licensed professional engineer (or a licensed professional geologist) who is familiar with the geology of the area, as listed in Section 02145, 1 A.A. This is the responsibility of the Contractor. Question: Can an earthen pit be used for drilling fluid? Answer: Drilling fluid must be contained as specified in Section 02145, M.A. and in accordance with High Plains Underground Water Conservation District Rules. The current HPUWCD Rules have been included with this Addendum. All drilling water must be contained on site; none shall be permitted to leave the site. Addendum No. 1 Page 5 July 15, 2009 z Question: What if the aquifer is less than 2-feet thick? Answer: We will start installation based on the estimated depths as shown on the plans and specs. Any adjustments required will be made relative to the groundwater elevation, in order to ensure the wells meet TCEQ regulations. _;lJJ,I_0Zi7y_19]9]i•Ll��ulii[��i OF TF>>� to Respectfully submitted, ............................ i PARKHILL, SMITH & COOPER, INC. HEATHER RAE KEISTER100095 , p f o .l a'4.+ RIT "..' C E t4c, By. Receipt of this addendum shall be acknowledged by the Bidder, below and on the bid Proposal. This entire addendum, or a copy thereof, shall be attached to the bid Proposal submitted. ACKNOWLEDGED: By: ui -1,02 -W-1-10 - -- - -- _�M - $' - RETAINING WALL - - - - - - - - 77 -502 SEE Cl/C mw_1 19 MW -104 h, 4 CELL, iR mW-101 04 41 _.ELL i f"J, 4" mw-1 18 7 A P, MW 117 -7 mw-105 , _0 ij W1 16 mw 1 m m m 7' W-1 14:. m 17; V� LEGEND PERMITTED BOUNDARY EXISTING GROUNDWATER MONITORING WELL NEW 4' GROUNDWATER MONITORING WELL m 8 NOTE: SEE SHEET C-501 FOR WELL CONSTRUCTION DETAILS IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT WELLS ARE INSTALLED AT A MAXIMUM SPACING OF 600-FEET (BETWEEN WELLS) NEW WELL COORDINATES WELL ID LAT. LONG, NORTHING I EASTING SURFACE ELEV. jmJ-J2- 101 8540N 948977-63 lj_�_ _Y3�—A: _ZJQfi652M_ 31- _32225-t- -MY= MWm_1 14 _jLU2Uf_ KjZ9j4L_ _1_QLjaU244' _ZMZZZ2Jk_ 37 1 k _9AUal _34 LL40 A _jZ0J_t_ .5 ±— MW- 115 33.677248' _jaLj&Ujr_ 101.853965' -ZM9- - 7309443.23 — -j25Q 3247.0± MW- 116 33.679185- 101.854677' 7310154.60 -248330,23 948136.17 3237.0± MW- 117 33.679223' 101.856163* 7310182.85 947684.79 3241.0± MW- 118 33.679185' 161852QY1 7311183.36 9472 MW- 119 33.67929 1 1 8610§ 7310255.74 1 946187.01 3245.0± . ........... A— .............. ............... 0' HEATHER RAE KEISTE .................. 100095 .!Ar- E N S AL 07 15 2009 1000 I 11 GROUNDWATER MONITOR WELLS CALICHE CANYON LANDFILL 'MSW NO. 69) WEST TEXAS REGION DISPOSAL FACILITY (MSW NO. 2252) 1525 IM STREET LUBBOCK, ISM 79,101 mSW 69 WELL CONSTRUCTION LAYOUT PLAN C-1 01 u: MATERIAL paruDaE LEGEND w"sm ® RFDR-EEM st— Q SOW EEIITRNE PEW SM QFUR NM II M.IAp DAp tq ••D� AEMtnt MONROR WELL CROSS SECTION A —A L NO SCaAE 1. Wm w- W m ENFw[ DFLM z FSDMWDa A M S mTm, P ATOD(O N sTm PMOTD:M PK R Rt0 V DM OTFFA MRFDD APPWMm Bi Ob[OR 1 NMI mnm P AFD E Q s EWE. / I, ETE M. REMO= EOGETDM TK" 3264.00MSL PP[ [tRATW (MSU fKiarsE MPOROTx FODT) m (00 (w NAVD 88 MW-3o D-91 w� DEI M MdRTT �, 4 wD SGL WELLE IDENTIFICATION C--_— sl(c TMroTrclMc PMC ITOA Fo) .�,. .......... HEATHER RAE KEISTER -S •- 100095 7/15/2009 Ntr eo AT sue w. Mouwo [aMEMET[ s MRMRs[[ DUAL TF6 Si[R am% AeDa TDP"Oi[ ANFmrnaM Fp' C sm PK 61 0) NIEo 1hlE � eD1D DIIFI COMCRR NMT PK fPFRE vmm PAINT SPECIFICATION I Im.) MnsaaDF F.Mas, sFmMr woos PN11g " EDME DP eawro Al sue CRMEM. RE PFtAp - PF mm-m mu -mm 1 m PMMEM. MHF a-112. Dum m VaT. A A w2R4L 0.1RD 2 MM. A w w TMFA ER 12 MU RE Ml) rPsx rMrs - PIIrsBIMDF spEm.1 am sa DDDIDM-M 410E DM A. 2 MM AT TA w DFs RECDIT leII: PMOIM T GM o. " mw RADA lwm Imm MD swTT mo M[1 BD1MD a SV. ®IIAMD lM6ADRMM 6 Mo)R . " COM O, SEE RTAI. MarmM Ru IOMERT[ w ANo eua b N Ma m TonaF u1 RPFGSFSS IM SKET D1TtiTDICIFOM. Re9KR AT SPRI[D SNEFeT NMI MD NMe WIG EM9 OMY ID M FUM I FDM APPMNN PMDM ID PIMpN1EL PMG MRBMS g AP 3 5LWACE NZfMNTAM AMP APROM Z RgND V IIIFAIARIImI /.1 WELL CAP VIEW 8 BOLLARD PLACEMENT DETAIL /.'1 TYPICAL 90LL ARD DETAIL NA( AN neGM Mn a MDT a AMO DDFDOT EDOWDrS RNIOA Ma GROUNDWATER MONITOR WELLS CALICHE CANYON LANDFILL (MSW NO.69) WEST TEXAS REGION DISPOSAL FACILITY (MSW NO.2252) 1526 10TH STREET LUBEIOCK TETAS 7901 — i�ar MFrmn ®.o amu uw:. io+ rmm MM asr MISCELLANEOUS DETAILS C-501 IBM BE 11 M w d 2511— P(RV E Rm STORM[ Wk L-lo-A Sff X1. U. C-51)1. TL m t. M DOS swu 0 -14 Cl MONITOR WELL 119 (MW-119) LAYOUT NO SCALE MN moo=--l0-m!eTSBTTa1TT9990N 41/2- V-7 7/16* Al M 119 RErAJNM WALL TRH 5� 1 I ? Box. BWAD CWSIMUCIMM 6 MOMOONT OF MObRTOt WELL CONORM W MO SUL cO-StkK;TXR, MR WORCE Vat V GXAMT; OR 70 GROW) UM A MEOL FORM T'as', A ............................. HEATHER RAE KEISTER 100095 --2� 7/1 GROUNDWATER MONITOR WELLS CALICHE CANYON LANDFILL (MSW NO, 69) WEST REGION DISPOSAL FACILITY (MSW NO. 2252) 1525 13TH STRW WBBOCI, TEXAS 78401 MISCELLANEOUS DETAILS C-502 _ WILSON SURVEYING CO., INC. Registered Professional Land Surveyors p _ Global Positioning System Surveyors TEXAS • NEW MEXICO • ARIZONA JUNE 22, 1992 HI PLAINS DRILLING, INC. P. O. BOX 730 ABERNATHY, TEXAS 79311 M"M llau t = al• T=Crwat COMM Of 11o11T�tta9t on" At Ut s=W= LIAnIL ttss IN t1f.T = 33. um . IL91 = c+oam. 2m1 IAT121M MAIM lot 7310204.MM 9467M6.61 33.40'43.136tr 103'31.32-K93e .A i 3241." %I of 1.1. Cow= at OOMCMSTs L9s 3249.90 2Q on= o01 RC PM =401 ML. 101 )J0143.61 "313LIll 101'11.0*21935" 73a.r7 '1* OA 1.1. I'MOn OF C01 MIn "n 3US.67 IM XM1 I @a1 PVC P09 =SXU WILL 103 7306994.3f- PUMAS 33.10.12.96366' 101'51'43.768390 ` 32sM.14 or A 1.s. CaMalk 0t OOMCRM un - 3251.33 sot Mat 1 s0as MC UM INSIM VUL 106 IM4986.14 MUMS 33039•113.3%le 101'31.33.9011r 3247.61 R' 0a 1.11. MM3L 0t G1Mew= Ltt 3244.19 oat Yam cm tvc rim asna WosL L 103 7304943.68 VO"4.03 >,3.39133.17163' 101131.19.14421' 3:N.22 '2' co 1.s. cow t or CONCitm Utz 3245.M2 TO NMI s0O1 PVC M9 131302 WLL& 106 7306036.39 94316t.S3 33.40'".37749" l0l•sl'14.67231' 3217.53 's' 01 1.s. amwt Or Comm Lit 3119.31 T09 N== IDOL rw rIM 1M37As WILL 167 7307309.23 94822S.36 33.4043.94922' 103•51'14.67lar 3236.10 '2' a• 1.1. Cpma or COMCtsis Lt1 3237.32 TO itOMti IDOL M r1M Ut$l= VRIL in 7304206.87 944306.07 33.40.23.8"le 101'31.14.O92M3' 3:48.33 's' 0M 1.1. coo= 0• COPCss7:s NMI 3349.94 TO! Mo931 OU rat rlrs LU M Y1LL l09 730 8".99 941332.31 33.40142.13379' 101'31142.1Ss79' 3240.66 "r 01 1.s. COMY>Q Or C=C7i'StR Lis 3242.16 w 1100 I= rao Piet =$In =4 NOTE: COORDINATES ARE BASED ON NAD 1983 FOOT VALUES, STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE. COMBINED GRID FACTOR - 0.999775017 ELEVATIONS ARE BASED ON NGVD 1929 1 . CERTIFIED CORRECT GARY DAILSON REGISTERED PROFESSIONAL LAND SURVEYOR (806) 792-4731 3330 70TH STREET, SUITE 201 • LUBBOCK, TEXAS M13 FB.326,P.I2-24 28,470 f ' tl A. Monitor Well Data Sheet ( Permittee or Site Name: City of Lubbock l_ County: Lubbock ate of Monitor Well installadon: 5112/92 Roo40'45.13697' Longitude: Monitor Well: Latitul0lo51 32.81934" Monitor Well Groundwater Gradient: tlpgradient _-K DowAgradient Texas Water Commis ion Municipal Solid Waste Division SE 67 TOH Permit No.: 69 Monitor Well I.D. No.: MW #101 Date of Monitor Well Development: 5/15/92 Monitor Well Driller Name: Ken-D. Grant 2506 NOTE: License No.: (A)The information shown in the sketch below should be considated the minimum mxgircd for an Installed ground -water monitor well. (B) Report All Depths from Surface Elevation and all Elevations relative to Mean Sea Level. (C) The minimun distance between the inside wall of the Bore Hole and the outsW of the Well Casing shall be 3% (D) Use Flush Screw Joint Casing only, 2' diameter or larger. Recommend 4" dlameur minimum & Teflon Taping Casing Joints. (E) Well development should continue until water is clear, and pH and conductivity are stable. Geologist, Hydrologistor Engineer Supervising Well Installation: R. Keith Smith P.E. Static Watlar Level eavailon (with resped to MSL) after Well Developentent : 3145.11 Name of Geologic Formation(s) in which Well is completed: Ogallala Type of Locking Device: paai onk Concrete• Surface Pad- Recommend steel reinforcement in the Surface Pad. Surface Pad Dimensions: 6' x 6' x 6" Surface Elevation: 3248.44 :-;:�7 :ti•i Concrete Seal Depth: 56 Casing Seal (Backftlt) Material: N/A Type of Casing Protection: 8 5/8 monument �---Top of Protective Collar Elevation: 3250.46 'Fop Of Casing Elivatiom 3249.95 4--Surveyor's Pin Elevation: 3248.69 +—Bentonite Seal Top Bentonite Seal Depth: S6' Elevation: 3192.38 Filter Pack _, ; *—Frier Pack Top Filter Pack Material: 8-16 Depth: 58' Elevation: 3190.38 Sterilized Sand or Glass Beads Well Casing Type: PVC Well Screen Top Depth: 96 Size (diameter) : 4" Schedule or Thidmess: seh. 40 Top Elevafion: 3152.38 Type of Well Screen: PVC Bottom Cap (Depth: 128' l Screen Opening Size: .040 8ore Hole Diameter: loll l Corrected July 1995 . .. ��. • . Installation of Ground -Water Monitor Wells (Cant.), p. 9 DOCUMENTATION OF WELL CONSTRUCTION �d4 Within 30 days after installation of a monitor well, this form and the attached Monitor Well Data Sheet must be completed and submitted to the Commission. If development of the well is not complete, notify the Commission within 30 days of the installation g and request an extension of the due date for these forms. ` I. Name of the geologist, hydrologist, or engineer who supervised the installation and development of the monitor well. R. Keith Smith, P.E. 2. License number and name of monitor -well driller who drilled the monitor well. uob - Ken n- Crag ,> 3. Date of well construction.»roo 4. Drilling method. ��d 5. Drilling fluid. n/a 6. Filter pack placement method. ►.�i- ir 7. Annular seal material. bentmits pttaFa Bentonite pellet or particle size. A/R 8. Casing seal material. n-.wnF 9e•ev.1Fe —if-I.: Sk 9. Well development procedure. Surge block and sudunersihlt poop 10, Attach the log (with detailed lithologic descriptions) of the monitor well. 11. Attach copies of reports filed With other agencies. . y y . •.. � � sa! T` i. rr �ass���p s..,R7lR?rx- t ts't' 'S�?1:�+'!!!'«�!"r� F}47ri7: r�iie„�,. ��+R'iw.'�'�1'1""r-T.'. � -"T 1.3�E%'y�7'�`'• 't� i 1 Monitor well no. 101 0-10 Fine white moderately sorted sub -rounded high day matrbc cemented sandstone 10-20 Some as 0.10 with fine moderately sorted sub -rounded unconsolidated sandstone 20-30 Fine while moderately sued sub -rounded very high clay matrix cemented sandstone with white well consolidated, clay. 30-40 Same as 20.30 Same [ 40-50 as 3040 t - 50-60 Fine white moderately sorted sub -rounded high clay matrix can sandstone with layers of fine brown moderately sorted sub -angular to sub -rounded high day matrix cemented sandstone 60-70 Reddish brown day 70-80 Fine brown well sorted sub -rounded unconsolidated sandstone 80-90 Medium brawn wed sorted sub -rounded unconsolidated sandstone 90-100 Reddish brown day with thin layers of fine brown moderately sorted sub - rounded high clay matrix cemented sandstone 100-110 Same as 90-100 110-120 Fine brown moderately sorted sub -rounded high day mats cemented sandstone L120-130 Same as 110-120 with fine white moderately sorted sub -rounded high clay maft cemented sandstone tt L136 same as 110.120 Texas Water Commission A. Monitor Well Data Sheet Municipal Solid Waste Division SE 67 Permittee or Site Name: City of Lubbock TDH Permit No.: 69 County: Lubbock Monitor Well I.D. No.: 11W #102 ✓;)ate of Monitor Well In�s�toallation: 5/7/92 Date of Monitor Well Monitor Well: Latitud�T 40=21.83"7"Longitude:._101951144,24925" 5 Development: /9/92 Monitor Well Groundwater Monitor Wag Driller Gradient: Upgradient __& Dowrigradient Name:_Xrn D. Grant NOTg: Licarme No.: 2306 (A)The infannadon shown in the stretch below should be considered the minimum required for an installed ground -water monitor well. (B) Report All Depths from Surface Elevation and all Elevations relative to Mean Sea Level. (C) The minimun distance between the inside wail of the Bore Hole and the outside of the Well Casing shall be 3". (D) Use Flush Screw Joint Casing only, 2" diameter or larger. Recommend 4" diameter minimum d: Teflon Taping Casing Joints. (E) Wtll development should continue until water is clear, and pH and conductivity are stable. Geologist, Hydrologist or Engineer Supervising Well Installation: R. Keith Smith, P.E. Static Water Level Elevation (with respect to MSL) after Well Devolopement : 3147.69 Blame of Geologic Formation(s) in which Wen is completed: Ogallala Type of Locking Device: Padlock Type of Casing Protection: 8 5/8 monument Concrete• Surface Pad - Recommend steel reinforcement in the Surface Pad. 11 ♦--Top of Protective Collar Elevation: 3245.99 Surface Pad Dimensions: 6' x 6' x 6" 14"""--Top ai Casing t=l6vatlgn: 3245.67 Surface t----SurveyorElevation: 's Pin 3244.27 Elevation: 3243.94 _ Concrete Seal Depth: 90 Casing Seal (Backfill) Material: N/A Sentonite Seal Filter Pack Filter Pack Material: 8-16 Sterilized Sand or Glass Beads Well Screen Top Depth: 87 Top Elevation: 3156.80 Type of Well Screen: PVC Screen Opening Size: .040 f--Bentonite Seal Top Depth: 69 Elevation: 3174.80 *—Filter Pack Top Depth: 71 Elevation: 3172,80 • Well Casing Type: PVC Size (diameter) : 4" Schedule or Thickness: sch. 40 Bottom Cap (Depth: 117 Bore Hole Diameter: 10" Corrected July 1995 i Installation of Ground -Water Monitor Wells (Cont.), p. 9 r 74 - DOCUMENTATION OF WELL CONSTRUCTION r_ _'.....y Within 30 days after installation of a monitor well, this form and the attached Monitor Well Data Sheet must be completed and submitted to -the Commission. if development of the well is not complete, notify the Commission within 30 days of the installation and request an extension of the due date for these forms. 1. Name of the geologist, hydrologist, or engineer who supervised -the installation and°development of the monitor well. R. Keith Smith, P.E. driller drilled 2. License number and name of monitor -well who the 7snr. ^- rref monitor well. -Van 3. Date .of well construction. 4. Drilling method. mud rotary S. Drilling fluid. ^�a 6. Filter pack placement method. tremie 7. Annular seal material. bentonite Qellets _ Bentonite pellet or particle size. 3/8 8. Casing seal material. ^} grn ..*a 9. Well development procedure. �.�y,e �,�.,� -�a _bwa.e:b,_ pun;. 10. Attach the log (with detailed lithologic descriptions) of the g' monitor well. 11. Attach copies of reports filed with other agencies. 5 .i , Ep� i. A. Monitor Well Data Sheet Perrnittee or Site Name: City of Lubbock County: Lubbock to of Monitor We{{�� Installation: 5/8/92 33 °40' 12.9656051' 41.76859" j' Texas Water Commission Municipal Solid Waste Division SE 67 TDH Permit No.: 69 I' Monitor Well I.D. No.: MW #103 Date of Monitor Well Monitor Well: Latitude: Longitude: Development: 5/10/92 Monitor Well Groundwater Monitor Well Driller Gradient: Upgradient X Dow6gradient Name: Ken D. Grant NOTE: Liaanse No.: 2506 (A)Tho information shown is the sketch below should be considered the minimum required for an installed ground -water monitor well. (B) Report Ail Depths from Surface Elevation and all Elevations relative to Mean Sea LeveL (C) The minimun distance between the inside wail of the Bore Hole and the outside of the Well Casing shall be 3". (D) Use Flush Screw Joint Casing only, 2" diameter or larger. Recommend 4" diameur minimum & Teflon Taping Casing Joints. (E) Well development should continue until water is clear, and pH and conductivity ass stable. Geologist, Hydrologist or Engineer Supervising Well Installation: R. Keith Smith, P.B. Static Water Level Elevation (with respect to MSL) after Well Developament . 3146. 83 Name of Geologic Formation(s) in which Wall is completed: Ogallala Type of Locking Device: Padlock Concrete• Surface Pad - Recommend steel reinforcement in the Surface Pad. Surface Pad Dimensions: 6' x 6' x 6" Surface Elevation: 3247.11 Concrete Seal Depth: 80 Casing Seal (Backfiil) Material: n/a Sentonite Seal Filter Pack Filter Pack Material: Sterilized Sand or Glass Beads Well Screen Top Depth: 99 Top Elevation: 3150.61 Type of Well Screen: PVC Screen Opening Size: 0.40 Type of Casing Protection: 8 5/8 monument pipe <---Top of Protective Collar Elevation: 3251.59 Top of Casing Elevation: 3251.35 1--Surveyor's Pin Elevation: 3,247.61 t—Bentonite Seal Top Depth: 91 Elevation: 3158.61 —Filter Pack Top Depth: 93 Elevation: 3156.61 Well Casing Type: PVC Size (c9ameter) . Schedule or Thickness: sch. 40 Bottom Cap (Depth: 134 i Bore Hole Diameter. 10" Corrected July 1995 1--i Monitor well no. 102 0-10 Very flue to fine brown well sorted sub -rounded unconsolidated sandstone with layers of very fie whke poorly sorted sub -rounded high day met* sandstone 10-20 Very fire to Me brown well sorted sub -angular unconsolidated sandstone 20,30 Same as 10-20 30-40 Very fine brown well sorted sub -angular unconsolidated sandstone 40,50 Very fine brown welt sorted sub -angular to sub•rounded unconsolidated sandstone so-so Same as 40.50 with thin layers of flre whke poorly sorted sub -angular high clay nu*k sandstone 00.70 Fare brown very well sorted sub -angular to sub -rounded unconsolidated sandstone 70.80 Same as 60-70 a0-90 Fine brown very well sorted sub -angular to sub -rounded unconsolidated sandstone 90-100 Same as Woo with a thin layer of reddish brown day 100-110 Same as W100 110-120 Same as 100-120 Installation of Ground -Water Monitor Wells (Cont.), p. 9 DOCUMENTATION OF WELL CONSTRUCTION Within 30 days after installation of a monitor well, this form and the --attached Monitor Well Data Sheet -must be completed and submitted to the Commission. If development of the well is not complete, notify the Commission within 30 days of the installation and request an extension of the due date for these forms. 1. Name of the geologist, hydrologist, or engineer who supervised the installation and development of the monitor well. R. Keith Smith, P.E. 2. License number and name of monitor -well driller who drilled . the monitor well. 25M - Ken 0. Grant 3. Date of well construction. 5!8l92 4. Drilling method: mM rnFA*Y S. Drilling fluid. 6. Filter pack placement method. z 7. Annular seal material. hang nni*• pallats Bentonite pellet or particle size. 3/8 t S. Casing seal material. cement oroute rit S% hrn*nnira 9. Well development procedure. submersible pump u 10. Attach the log (with detailed lithologic descriptions, of the monitor well. - 11. Attach copies of reports filed with other agencies.' i 'i� �'�!jE'."'i{!.1,Y`�'(t!�lVl����FiIT.! �1���:�'M:: :isr.,. ,'I'r;rrllfl•pn,y�•.Ir.;': j::it+•�tes y•-;. .. . _ •.� i , Monitor well no. 103 0-10 Fine light brown poorly sorted sub- angular unconsolidated sandstone with layers of white day 10-20 Same as 0.10 20-30 Same as 10-20 with layers of fine brown well sorted sub -rounded unconsolidated sandstone 30-40 Fine brawn well sorted sub -rounded unconsolidated sandstone 40-50 Fine light brown moderately sorted sub -angular high clay matrix sandstone 50-60 Same as 40-50 60-70 Same as 50-60 with layers of fine brown well sorted sub -rounded unconsolidated sandstone 70-80 Same as 60-70 80-90 Fins brown well sorted sub -rounded unconsolidated sandstone 90-1.00 Same as W90 wkh layers of tine light brown moderately sorted sub - rounded high clay matrix sandstone 100.110 Fine brown well sorted sub -rounded unconsolidated sandstone 110-120 Very coarse brown moderately sorted sub -angular unconsolidated sandstone with layers of line light brown moderately sorted sub -rounded unconsolidated sandstone 120-130 Gravel size brown moderately sorted sub -angular unconsolidated sandstone 135 same as 120-130 1 J A. Monitor Well Data Sheet Permittee or Site Name: Cityof Lubbock County: Lubbock 5/11/92 l Texas Water Commission Municipal Solid Waste Division SE 67 TDH Permit No.: 69 Monitor Well I.D. No.: MW #104 ate of Monitor vVelbinstailauon. 3,? S3. 346 '51' 35. 90118" Date of Monitor Well Monitor Well: Latitude: Longitude: Development: 5/13/92 Monitor Well Groundwater Monitor Well Driller Gradient: Upgradient __._.. Downgradierrt Varies Name: Ken D. Grant NOTE" License No.: 2506 (A)The information shown in the sketch below should be considered the minimum required for an installed ground -water monitor well. (B) Report All Depths from Surface Elevation and all Elevations relative to Mean Sea Level. (C) The minimun distance between the inside wall of the Bore Hole and the outside of the Welt Casing shall be 3". (D) Use Flush Screw Joint Casing only, 2" diameter or larger. Recommend 4" diameter minimum k Teflon Taping Casing Joints. (E) Well development should continue until water is clear. and pH and conductivity are stable. Geologist, Hydrologist or Engineer Supervising Well Installation: R. Keith Smith, P.E. Static Water Level Elevation (with respect to MSL) after Well Developement : 3145.97 Name of Geologic Formation(s) in which Well is completed: Ogallala Type of Locking Device: Padlock Concrete'Surface Pad - Recommend steel reinforcement in the Surface Pad. Surface Pad Dimensions: 6' x 6' x 6" Surface Elevation: 3247.15 Concrete Seal Depth: 73 Casing Seal (8wMIn Material: nla Bentonits Seal Filter Pack Filter Pack Material: 8-16 Sterilized Sand or Glass Beads Well Screen Top Depth: T A9 Top Elevation: 3158.10 Type of Well Screen: PVC Screen Opening Size: 0.40 Type of Casing Protection: 8 5/8 monument i----Top of Protective Collar Elevation: 3g49.68 of Casing El6vatlon: 3248.89 +--Surveyor's Pin Elevation: i947.Ai +—Sentonite Seal Top • Depth: 73 Sevation: 3174.10 +--Filter Pack Top Depth: Z5 Elevation: -- 3172.10 Well Casing Type: PVC Size (diameter) : 4" Schedule or Thickness: scfi—. —4r0 Bottom Cap (Depth: 128 1 Bore Hole Diameter: 10" Corrected July 1995 I� Installation of Ground -Water Monitor Wells (Cont.), p. 9 •DOCUMENTATION OF WELL CONSTRUCTION ._ Within 30 days after installation of a monitor well, this form and \"x} the attached Monitor Well Data Sheet must be completed and submitted to the Commission. If development of the well is not complete, notify the Commission within 30 days of the installation and request an extension of the due date for these forms. 1. Name of the geologist, hydrologist, or engineer who supervised the installation -and development of.the monitor well. R. Keith Smith, P.E. 2. License number and name of monitor -well driller who drilled A the monitor well. 2506 - xen a. Grant 3. Date .of well construction. 4. Drilling method. eud rotagr 5. Drilling fluid. 0/2 6. Filter pack placement method. ►���- 7. Annular seal material. Bentonite pellet or particle size. 3/8 8. Casing seal material. Cement groute with 5% nentonite 9. Well development procedure. g�sM• ea^• x a.,h,na�aiwi.. PUMP 10. Attach the log wit detailed lithologis descriptions) of the monitor well. 11. Attach copies of reports filed with other agencies. �... i��l..;Syr•t+.aj.+ysrk�y.,rL..-t'/,'...17FT;1/"l4wirA!!_rrt�'"'i7i1!!.'J.'%��'.�.I^fi'.,"i'' Monitor well no. 104 0.10 Fine to medium brown sub -rounded to rounded unconsolidated sandstone 10-20 Very fine to fine light brown sub -rounded to rounded unconsolidated sandstone with thin layers of tine white and light brown moderately sorted sub -angular high clay matrix sandstone 20-30 Very line to fine light brown sub -rounded -to rounded unconsolidated i i sandstone 30-40 Very fine to line light brawn poorly to moderately sorted sub -rounded to rounded low clay matrix sandstone 40-50 Very fine to fine light brown moderately sated sub -rounded to rounded unconsoldated sandstone so-so Fine white and brown moderately sorted rounded low day matrix well cemented sandstone 60-70 Same as 50-60 with layers very fine to fine light brown sub rounded to rounded unconsolidated sandstone 70-80 , -Very fine brown moderately sorted rounded unconsolidated sandstone 80-90 Very fine to fine brown moderately sorted rounded unconsolidated sandstone with layers of very fine to fine white poorly to moderately sorted rounded high clay matrix well cemented sandstone Same 90-100 L 90-100 as 100.110 Very One to line brown moderately sorted rounded unconsolidated L sandstone 110-120 Very course brown moderately sorted angular unconsolidated sandstone L with layers of One light brawn moderately sorted sub -minded high clay matrix sandstone L120-130 Same as 110.120 132 Same as 120-130 L L I z. L- I �Texas Water Commission A. Monitor Well Data Sheet Municipal Solid Waste Division SE 67 Permittee or Site Name: City of Lubbock TDH Permit No, : 69 County: Lubbock Monitor Well I.D. No.: ?lW #105 ---'late of Monitor Well installation: 5/11/92 Date of Monitor Well 1 33039153-47265" �. `Monitor Well: latitude: Longitude: 101051119.14421" Development- 5/13/92 Monitor Well Groundwater Monitor Well Driller Gradient: Upgradtent _ Dowrigradient Varies Name: Ken D. Grant NOTE& Licenaa No.: 2506 (A)The information shown in the sketch below should be considered the minimum required for an installed ground -water monitor well. (B) Report ALI Depths from Surface Elevation and all Elevations relative to Mears Sea Level. (C) The minmmuo distance between the inside avail of the Bore Hole and the outside of the Welt Casing shall be 3". (D) Use Flush Screw Joint Casing only, 2" diameter or larger. Recommend 4" diameter minimum do Teflon Taping Casing Joints. (E) Well development should continue until water is clear, and pH and conductivity am stable. Geologist. Hydrologist or Engineer Supervising Well Installation: R. Kgi h Smith. P.E. Static Water Level Elevation (with respect to MSL) after Wail Developemant: 3145.88 Name of Geologio Fonnadon(s) in which We0 Is completed: Ogallala Type of Locking Device: Padlock Type of Casing Protection: 8 5/8 monument Concrete'Surface Pad- Recommend steel reinforcement In the Surface Pad. 1i-- Top of Protective Collar Elevation: 3246.36 Surf Fe Pad Dim sions: 6 - �� '-----Top of Casing Elevation: 3245.82 x x Surface 3243.93IN ♦---Surveyor's Pin Elevation: 3244.22 Elevation: iC '• ttI '?ti'''•?tt=tr���' Concrete Seal 73 Depth: Casing Seal (Barddill) Material: N/A Sentonite Seat Filter Pack Filter Pack Material: 8-16 Sterilized Sand or Glass Beads Well Screen Top Depth: 88 Top Elevation: 3155.95 Type of Well Screen: PVC Screen Opening Size: .040 t--Bentonite Seal Top Depth: 73 Elevation: 3170.95 *—Fier Pact Top Depth: 75 Elevaton: 3168.95 Well Casing Type: PVC Size (diameter) : 4" Schedule or Thlclkness: sch. 40 Bottom Cap (Depth: 128 l Bore Hole Diameter: 10" Corrected July 1995 r r Installation of Ground -Water Monitor Wells (Cont.), p. 9 DOCUMENTATION OF WELL CONSTRUCTION_ Within 30 days after installation of a monitor well, this form and the attached Monitor Well Data.. Sheet must be completed and submitted to the Commission. If development of the well is not complete, notify the Commission within 30 days of the installation and request an extension of the due date for these forms. 1. Name of the geologist, hydrologist, or engineer who supervised the installation and development of the monitor well. R. Keith Smith, P.E. 2. License number and name of monitor -well driller who drilled the monitor well. 25QA - Ken n. want 3. Date of well construction. 5/11/92 4. Drilling method. mug rotary 5. Drilling fluid. s/= 6. Filter pack placement method. tresie 7. Annular seal material. tom, nni o Pal tope Bentonite pellet or particle size. 3/8 8. Casing seal material. cement grouts with'5, hen mjtp 9. Well development procedure. surge block and submersible cusp 10. Attach the log (with detailed lithologic descriptions) of the: monitor well. 11. Attach copies of reports filed with other agencies. �■V!{ ng7r �► y4�; •a:•j" ryrrx�•.••. Monitor well no. I Os 0-10 Very fine brown poorly sorted sub -rounded unconsolidated sandstone 10-20 Very fine to ins light brown moderately sorted sub -rounded well cemented sandstone 20-30 Very fine brown poorly sorted sub -rounded unconsolidated sandstone 3040 Very flne to Ins brown moderately sorted .sub -rounded low day rnatrlIK cemented sandstone 40-50 Same as 30-40 50-60 Same as 40.50 with some layers of medium light brown moderately sorted sub -rounded unconsolidated sandstone 60-70 Very line to fine light brown moderately sorted sub -rounded unconsolidated sandstone 70-80 Same as M70 80-90 Same as 70-80 with layers of very fine brown moderately sorted sub - rounded to rounded clay matrix sandstone W100 Same as ao-oo 100-110 Same as 90-100 10 1 -120 Reddish brown day with very course moderately sorted sub -angular unconsolidated sandstone 120-130 Flne light brown moderately sorted sub -rounded high day matrix unconsolidated sandstone 134 Gravel size yellow to pink moderately sorted angular unconsolidated sandstone with layers of fine light brown moderately sorted sub -rounded high day matrbc sandstone Texas Water Commission A. Monitor Well Data Sheet Municipal Solid Waste Division SE 67 Permittee or Site Name: City of Lubbock TDH Permit No.: 69 County: Lubbock Monitor Well I.D. No.: hW #106 ,)ate of Monitor Well Installation: 5/14/92 Date of Monitor Well 33040'04.57749" Monitor Well: Latitude: Longitude: 101051114.67221" Development• 5/16/92 Monitor Well Groundwater Monitor Well Driller Gradient: Upgradlent _-__ Dowrigradlent X Name: Ken D. Grant NOTE: License No.: 2506 (A)The information shown in the sketch below should be considered the minimum required for an Installed ground -water monitor well. (B) Report All Depths from Surface Elevation and all Elevations relative to Meats Sea Level. (C) The minmmun distance between the inside wall of the Bore Hole and the outside of the WeII Casing shall be 3". (D) Use Flash Screw Joint Casing only. 2" diameter or larger. Recommend 4" diameter nunimarn & Teflon Taping Casing Joints. (E) Well development should continue until water is clear, and pH and conductivity are stable. Geologist. Hydrologist or Engineer Supervising Well Installation: R. Keith Smith, P.E. Static Water Level Elevation (with respect to MSL) after Well Developement : 3145.71___ Name of Geologic Formation(s) In which Well is completed: Ogallala Type of Locking Device: Padlock Concrete' Surface Pad . Recommend steel reinforcement in the Surface Pad. Surface Pad Dimensions: 6' x 6' x 6" Surface 3217.18 Elevation: Concrete Seal Depth: 62 Casing Seal (Back ill) Material: N/A Bentontte Seal Filter Pack Filter Pack Material: 8-16 Sterilized Sand or Glass Beads Well Screen Top Depth: 6-- 8 --- Top Elevation: 3149.10 Type of Well Screen: PVC Screen Opening Size: .040 Type of Casing Protection: 8 5/8 monument 4 Top of Protective Collar Elevation: 3219.49 Top of Casing E16vadon: 3219.31 11 Surveyor's Pin Elevation: 3217.55 4,--Bentonite Seal Top Depth: 62 Elevation: 3155.10 �—F er Pack Top Depth: 64 Elevation: 3153.10 Well Casing Type: PVC Size (diameter) Schedule or Thickness: sch. 40 Cap (Depth: 105 Bore Hole Diameter: 10" Corrected July 1995 Installation of Ground -Water Monitor Wells (Cont.), p. 9 DOCUMENTATION OF WELL CONSTRUCTION Within 30 days after installation of a monitor well, this form and the attached Monitor Well Data Sheet must be completed and submitted to the Commission. If development of the well is not complete, notify the commission within 30 days of the installation and request an extension of the due date for these forms. 1. Name of the geologist, hydrologist, or engineer who supervised the installation and development of the monitor well. R. Keith Smith, P.R. 2. License number and name of monitor -well driller who drilled the monitor well. 2506 - Key ,Q. Grant 3. Date of well construction. 4. Drilling method. =A tot ry S. Drilling fluid. 6. Filter pack placement method. tie -gin 7. Annular seal material. bentonite pellets Hentonite pellet or particle size. S. Casing seal material. rn=t 9cn.it� wjtf. 5i! hanta-its 9. Well development procedure. scree block and c�y�r�jt �� 10. Attach the log (with detailed lithologic descriptions) of the monitor well. 11. Attach copies of reports filed with other agencies. I- .r ..'°'�:'�Ks•«�..-r•'�r±�f�eilgrtis�s��,rr►r;•,•, .�;tf�'t�'!�"5i'3'n�:';"+�'F�w. . ., Monitor well no. 106 { I 0-10 Very fine to fine brown moderately sorted sub -rounded unconsolidated I sandstone 10-20 Very fine to fine light brown- moderately sorted sub -rounded i unconsolidated sandstone 20-30 Same as W20 with very floe to fine white moderately sorted sub -rounded high clay matrix sandstone 30-40 Very fine to line light brown moderately sorted sub -angular to sub - rounded unconsolidated sandstone 40.50 San: 3 as 30-40 with very fine to One white moderately sortedsub-rounded high clay matrix sandstone 50.80 Very fine to fine light brown moderately sorted sub -angular to sub - rounded unconsolidated sandstone with thin layers of reddish brown day . 80-70 Same as 50-60 70-00 Same as 80-70 W90 dine brown moderately sorted sub -rounded unconsolidated sandstone ' with coarse to gravel size light brown well sorted sub -rounded unconsolidated sandstone W100 Fine brown moderately sorted sub -rounded unconsolidated sandstone Lwith layers of reddish brawn clay 105 Very fine to One light brown moderately sorted sub -rounded to rounded high clay matrbc sandstone with layers of reddish brown clay L L L l � A. Monitor Well Data Sheet Permittee or Site Name: City of Lubbock County- Lubbock :-Date of Monitor Well Instailadon: 5/13/92 f ) 43PWI 15.96922" 101°51'14.b7133" 1 Monitor Well: Latitu e: Longitude: Monitor Well Groundwater Gradient: Upgradlent Dowrtgradlent X Texas Water Commission Municipal Solid Waste Division SE 67 TDH Permit No.: 69 Monitor Well I.D. No.: MW 9107 Date of Monitor Wed Development: 5/15/92 Monitor Well Driller Name: Ken D. Grant HOE: Lioeme No.: 2506 (A)The information shown is the sketch below should be considered the minimum required for an installed ground -water monitor well. (B) Report All Depths from Surface Flevauon and all Elevations relative to Mean Sea Level. (C) The minimun distance between the inside wall of the Bore Hole and the outside of the Well Casing shall be 3". (D) Use Flush Screw Joint Casing only, 2" diameter or larger. Recommend 4" diameter minimum & Teflon Taping Casing Joints. (E) Well, development should continue until water is clear, and pH and conductivity am stable. Geologist. Hydrologist or Engineer Supervising Well Installation: R. Keith 2Smith. P. E, Static Water Level Elevation (with respect to MSL) after Well 0eve lopernent : 3142.82 Namo of Geologic FormaSon(s) In which Well is completed: oggll Al a Type of Locking Device: padlock 8 5/8 monument Type of Casing Protection: Concrete' Surface Pad - Recommend steel reinforcement in the Surface Pad. 1-----Top of Protective Collar Elevation: 3238.16 Surface�Pad Dimensions:3237.52 6 x 6 x 6 Top of Casing Elevation: Surface Elevation. 3235.81 Concrete Seal Depth: 71 Casing Seat (Backfill) Material: N/A t_ Bentonite Seal Filter Pack L Filter Pack Material: 8—lb Sterilized Sand or Glass Beads Well Screen Top Depth: 88 Top Elevation. 3147.74 Type of Well Screen: —PVC- Screen Opening Size: .040 t----Surveyor's Pin Elevation: 3236.10 *--Bentonite Seal Top Depth: 71 Elevation: 3164.74 +—Filter Pack Top Depth: 73 Elevation: 3162.74 Well Casing Type: PVC Size (diameter) : 4" Schedule or Thi4ness: sch. 40 --Bottom Cap (Depth: 123 Bore Hole Diameter: 10" Corrected July 1995 Installation of Ground -Water Monitor Wells (Cont.), p. 9 DOCUMENTATION OF WELL CONSTRUCTION Within 30 days after installation of a monitor well, this form and P11 the attached Monitor Well 2Data -Sheet -must -be completed and submitted to the Commission. If development of the well is not complete, notify the Commission within 30 days of the installation and request an extension of the due date for these forms. 1. Name of the geologist, hydrologist, or engineer who supervised the installation and development of the monitor well. R. Keith Smith, P.E. 2. License number and name of monitor -well driller who drilled the monitor well. ISM [eon n_ rra^t 3. Date of well construction. 3/13/92 4. Drilling method. mid rotary S. Drilling fluid. n/a 6. Filter pack placement method. tremie 7. Annular seal material. aentonite pellets r� Bentonite pellet or particle size. VON 8. Casing seal material. ^^F q"^•}� W+F� �: bontanita-- 9. Well development procedure. surge block and subearsible pump 10. Attach the log (with detailed lithologic.descriptions) of the monitor well. 11. Attach copies of reports filed with other agencies. 7--ia �• '. '��4� rMN rlT ., .i..,�,yv'�'*:�i'{1!`Tce ,w • w JMonitor well no. 107 0.10 Fine light brown moderately sorted sub -angular unconsolidated sandstone 10.20 Same as 10.20 20-30 Fine to medium light brown moderately sorted sub -angular unconsolidated sandstone 30.40 Fine light brown' moderately sorted sub -rounded high clay matrix sandstone 40.50 Fine light brown moderately sorted sub -angular unconsolidated sandstone 50-80 Fine light brawn moderately sorted sub -rounded high clay matrot sandstone 80-70 Fine light brown moderately sorted sub -angular unconsolidated sandstone with thin layers of line white moderately sorted sub -angular high clay me t sandstone 70.80 Same as 00-7O with coarse to gravel size yellow to pink won sorted sub- _ -rounded unoonsoGdated sandstone with layers of reddish brown clay W9O Fine brown moderately sorted sub -angular unconsolidated sandstone 90.100 Same as 80.90 with layer of reddish brown clay 100-110 Fine brown moderately sorted sub -rounded unconsolidated sandstone with layers of coarse to gravel size yellowto pink well sorted sub -rounded unconsolidated sandstone 110-120 Same as 100.110 a b Texas Water Commission A. Monitor Well Data Sheet Municipal Solid Waste Division SE 67 Permittee or Site Name: City of Lubbock TDH Permit No.: 69 County: Lubbock Monitor Well I.D. No.: MW #108 -')ate of Monitor Well Installation: 5/13/92 Date of Monitor Well Monitor Well: Latitude�3140125.8 -Ton itude: 101051'14.09285" 9 Development: 5/15/92 Monitor Well Groundwater Monitor Well Driller Gradient: UpgradentDow' radient X Name. Ken D. Grant NOTE: License No.: 2506 (A)The inforrnadon shown is the sketch below should be considered the minimurn required for an Installed ground -water monitor well. (B) Report AU Depths fmat Surface Elevation and all Elevations relative to Mean Sea Level (C) The minimun distance between the inside wail of the Bore Hole and the outside of the Well Casing shall be 3". (D) Use Flush Screw Joint Casing only. 2" diameter or large'. Recommend 4" diameter minimum & Teflon Taping Casing Joins, (E) Well development should continue until water is clear, and pH and conductivity are stable. Geologist. Hydrologist or Engineer Supervising Well Installation: R. Keith Smith, P.E. Statlo Water Level Elevation (with respect to MSL) after Well Developement : 3141.06 Name of Geologic Formation(s) in which Well is completed: Ogallala Type of Locking Device: Padlock Concrete'Surface Pad - Recommend steel reinforcement in the Surface Pad. Surface Pad Dimensions: 6' x 6' x 6" Surface Elevation- 3248.19 Concrete Seal Depth: 73' Casing Seal (Bacldilq Material: N/A Sentonite Seal Filter Pack Filter Pack Material: 8-16 Sterilized Sand or Glass Beads Type of Casing Protection: 8 5/8 monument F--Top of Protective Collar Elevation: 3250.43 Top of Casing Elevation: 3249.96 # --Surveyor's Pin Elevation: 3248.52 1—Bentonite Seat Top Depth: 85 Elevation: 3163.07 4—Filter Pack Top Depth: 87 Elevation: 3161.07 Well Casing Well Screen Type: Pylow Size (diameter) : Top Depth: 101 Schedule or Thickness: sch. 40 Top Elevation: 3147.07 Type of Well Screen: PVC Screen Opening Size: Bottom Cap (Depth: 138 .040 �---+� Bore Hole Diameter: 10.0 Corrected July 1995 Installation of Ground -Water Monitor Wells (Cont.), p. 9 DOCUMENTATION OF WELL CONSTRUCTION Within 30 days after installation of a monitor well, this form and the attached Monitor Well Data Sheet must be completed and submitted to the Commission. If development of the well is not complete, notify the Commission within 30 days of the installation and request an extension of the due date for these forms. 1. Name of the geologist, hydrologist, or engineer who supervised the installation and development of the monitor well. R. Keith Smith, P.E. 2. License number and name of monitor -well driller who drilled the monitor well. 2506 - Ken n. Grant 3. Date of well construction. 5/13l92 * 4. Drilling method. mud rotary 5. Drilling fluid. n/s tremie 6. Filter pack placement method. 7. Annular seal material. bentonite pellets Bentonite pellet or particle size. 3/8 8. Casing seal material. resent aroute nith 5% hcntmite 9. Well development procedure. s5zon is 10. Attach the log (with detailed lithologic descriptions) of the ! monitor well. 11. Attach copies of reports filed with other agencies. L y� r:r.�+R.�T•��; `���•.i�;.w.••„'`•Y ;!w". . .�r7+�lCI��}'�,�.neMw.n. y1T7.�w�M�.�.w.•. t ` Monitor well no. 108 0.10 10-20 20-30 30-40 40-M 50-W t30.70 70 M t'1 W 90-100 100.110 110-120 120-130 130 Fine light brown moderately sorted sub -angular to sub -rounded unconsolidated sandstone Same as 0.10 with layers of fine while mod sorted sub -rounded high day matrix cemented sandstone Fine light brawn moderately sated sub -rounded : unconsolidated ... sandstone with layer of white clay Fine to medium brown moderately sorted sub-anguiar high clay matrix sandstone Fine light brown moderately sorted sub -rounded high day matrix sandstone with layers of gravel size dear sub -rounded quartz grains Fine light brown moderately sorted sub -rounded high clay matrix sandstone Same as 50.80 with layers at fine brown moderately sorted sub -rounded unconsolidated sandstone Same as 60-70 Same as 70.90 with layers of gravel size clear sub -rounded quartz grains Reddish brown day Reddish brown day Fme light brown moderately sorted sub -rounded unconsolidated sandstone with layers of reddish brawn day Reddish brown clay with layers of gravel size angular to sub -angular dear quartz grains with fine light brown moderately sorted sub -rounded unconsolidated sandstone Very fine brown well sorted sub -rounded high clay matrix sandstone ft A. Monitor Well Data Sheet Permittee or Site Name: City of Lubbock_, County: Lubbock -•-Gate of Monitor Well Installation: _ 5/12/92 i`` monitor Well: Latitude3040142.15579"Longitude: 101051142.15579" Monitor Well Groundwater Gradient: Upgradient Dow6gradient X Texas Water commission Municipal Solid Waste Division SE 67 TDH Permit No.: 69 Monitor Well I.O. No.: MW #109 Date of Monitor Well Development: 5/14/92 Monitor Well Driller Name: Ken D . Grant NQ•E U rise No.: 2506 (A)The information shown in the sketch below should be considered the minimum required for an installed ground -water monitor well. (B) Report All Depths frown Surface Elevadon and ail Elevations relative to Mean Sea Level. (C) The minimun distance between the inside wall of the Bore Hole and the outside of the Well Casing shalt be 3". (D) Use Flush Screw Joint Casing only, 2' diameter or larger. Recommend 4" diameter minimum & Teflon Taping Casing Joints. (E) Well development should continue until water is clear. and pH and conductivity am stable. Geologist, Hydrologist or Engineer Supervising Weft Installation: R. Keith Smith, P.E. Static Water Level Elevation (with respect to MSQ after Well Developement : 2140.73 Name of Geologic Formatio(s) in which Waft Is comploted: Ogallala Type of Locking Device: Padlock 8 5/8 monument Type of Casing Protection: Concrete'Surface Pad- Recommend steel reinforcement in the Surface Pad. --Top of Protective Collar Elevation: 3242. 35 Surface 61 Pad x 61 xe 6 f ong: 4---j 4t-- Top of Casing £I§vation: 3242.10 Surface Surveyor's Pin Elevation: 3240.88 Elevation: 3240.38 :.j 1: 2 qy ••1.222 • i • 2 •.i,1• 7 Concrete Seal i Depth: 71 Casing Seal (Bactdill) Material: N/A +—Bentonite Seal Top 8entonits Seal 0epth: 64 Elevaiton: 3176.28 Filter Pack Filter Pack Top Filter Pack Material: 8-16 Depth: 66 Elevation: 3174.28 Sterilized Sand or Glass Beads Well Casing Well Screen Type: PVC 94 Size (diameter) : 41t Top Depth: Schedule or Thickness: sch. 40 Top Elevation: 3146.28 Type of Well Screen: PVC Bottom Cap (Depth: 132 Screen Opening Size: rr .040 Bore Hole Diameter: 10" Corrected July 1995 Installation of Ground -Water Monitor Wells (Cont.), p. 9 `DOCUMENTATION OF WELL CONSTRUCTION' Within 30 days after installation of a monitor well, this form and the-. attached Monitor.. Well, Data Sheet, .must. _-be completed and submitted to the Commission. If development of the well is not complete, notify the commission within 30 days of the installation and request an extension of the due date for these forms. 1. Name of the geologist, hydrologist, or engineer who supervised the installation and development of the monitor well. R. Kd ub Smith. P.E. 2. License number and name of monitor -well driller who drilled the monitor well. 2M6 - key n. Grant 3. Date of well construction. 5/12/92 . 4. Drilling method. mud rotary S. Drilling fluid. Ufa 6. Filter pack placement method. tremie 7. Annular seal material. hpntnnitn nellata Bentonite pellet or particle size. 3�8" 8. Casing seal material. with 5% hentonite 9. Well development procedure. a.. ye hlnrLf b s%##hmPrAj,n]e n.. 10. Attach the log (with detailed lithologic descriptions) of the monitor well. 11. Attach copies of reports filed with other agencies. F ' -A*-7r w!'R�--n-" i ::!'.r.yr t,�/'�-%.. aTfj'!r?1v' ;'r!.s•'•.'+�91' � �ITL:� :, f�T►*'*ttn? "rI•'.� { l 1, i ; Monitor well no. 109 0-10 Fine brown moderately sorted sub -angular unconsolidated sandstone 10-20 Fine white moderately sated sub -angular high day matrix cemented sandstone 20-30 Same as 10-20 30.40 Same as 20-30 with layers of line white moderately sorted sub -angular unconsolidated sandstone. 40.50 Fine brown well sorted sub -rounded unconsolidated sandstone so-so Same as 40-50 with layers at reddish brown day M70 Reddish brown day 70-80 Medium brown well sorted sub -angular to sub -rounded unconsolidated sandstone 80.90 Same as 7040 90-100 Same as eo-90 100-110 Coarse brown well sorted sub -rounded sandstone 110-120 Same as 1oo-110 with layers of reddish brown day 120-130 Same as 110.120 r- Waco u" tm ^R State of Texas File WWMCOPYvat: PLUGGING REPORT THota Wow co n eftawn Texas WSW V M Drees More P.Q 8011 Wee(' M" form moat be oor Vkmd and MW WM the TWO P.O. eoa face/ Aussak Tease M t within 30 days fodotrstg the dase MO Well le pupped ae A ubft Taaae MM t Proir IS1213114M required by current aleatory law.) Phone ISM 371-SM A. Well Identification and Location Data 1) Owner City of Lubbock .—Address P. 0. Box VOW, Lubbock, TX 79457 SNV") IS~ or RFOI (Clty) (Stow] flip) 21 Owner's Well Number MW 12 3) Location of Well: County. _L uhhnek 1 miles in N direction from —I ,h nt%IL INA_ S.W., ere.] (Town) ❑ Legel description: Driller or other person performing the plugging Section No. Block No. Township operations must complete the legal description to the right With distance and direction from two Abstract No. Survey Name intersecting section or survey lines, or he must locate and identify the well on an official Distance and direction from two Intersecting sectave ion lines or sty lines: Quarter- or Hall -Scale Texas County General Highway Map and attach the map to this form. 3 See Attached map. B. Historical Data on Well To Be Plugged (if available) 4) Driller ---License Number City S) Drilled 1S— 6) Diameter of hole inches; 7) Toth depth of well feet, C. Current Plugging Data 8) Date well plugged.. 5120 , 19.i2 9) Sketch of well: Using space at right, show method of plugging the well including all casing and cemented intervals. 10) Name of Driller or other person actually performing the plugging operations Cary 0. McKenzie if a water well driller plugged the well, give the driller's license no. 3247 11) Casing and cementing data relative to the plugging operations: Diameter (inches) Casing Loft in Well From (feet) To (feet) Removed 511 PVC Cement Plug(&) Placed in WWI Sack(s) of cement used From (feet) To (feet) Surface 167 70 O. Validation of Information Included in Form t I hereby sanity that this well was plugged by me (or under my supervision) and that all of the statemerms herein are true and accurate to the best of my knowledge and belief. I Company or Individual's Name Hi Plains Drillino, Inc. Mesm or (rind ' Address ISue.e a 0I tatyt121pi IS gned) (S(gned)r 11t.1•S d,.•/ t�wt ,ry d= L�68oit�, / MrtorM4 pWWV oowetrons) (0;ffl w all wNr) ' For TWC use only � wen No. F wwD-0oenA« a)a)�m TEXAS WATER COMMISSION'S COPY Locanonan mw ] 1 a ,l { STATE OF TEXAS WELL REPORT — --- —_----«r-«-_«-r---------«—_-„--------- ---•.---«-- --------- - -�r___.._��____«� 7 _ter Crti it:; r'. ✓�...:• .. ... �i�rM :Yi ,;1,-.•.• 79 .Cci 3:9:2; 457 ti ;: r' l 'i.4= li_r-. t H nreitml iry! U. DC k ZZL [[ j Y ( Ji 3I,E 'Jr N r:.,. II3R _•• !• vw��:s €_ k.. .� .dyili:_- �f: {�K}! .... ML-- -.----- - _--- r � ....-...—_—««----_---_-71—�.�— ::ate:er Frve TC .rive! amd . - i6tt yr:7t:�s: iv il.• a era :el FiCkeG„ :i:'Ve :ntervi! free r6 rt. 13v ; Lbee :te; ,..,•'.� -_ roe .. ., .. 'Cny- =7: •: 1' .. r..,AL -•`=---.-wwrw.w�««-- uH •. : •�zi; ae ;`.11w-- A1/ G% l.!!..�IL-r CLnRh .S� s !- �. ; :{�1-�- F,J fdEL: -^--U ^A-. - J..11tGN LMiw - N-- ri TO :;e:Cr::::cr: :):a New/Used From To Sage .asina Screen 0 45 caiithe a:<d sand = N FYI S.lank +: 96 s_h, d »5 56 fire San: 3 calicna 4 14 PVC Screen 96 116 .04v U1 1 red cia+ 4 N PVC Blank lib i.6 sch. 4 -f :Ile sand ««- id :.r :find 1 r;J .tat - ?I CEMENT:Ne DATE. -- Camented Froe +6' Ft. % 56' Ft. No, of Sacks Used: Ft. TC Ft. No. Cl Sack`_ USM we hcd Used: 7.eqB ry; PII:'s J.'illina. Inc. 0; ;.,'Rc-_- O"LETILN W Soecir'iec Sur+ace filch installed i l; »,TER :_E4E static Lave: . rt. Mow Srcund Laval Date; Late; 11.? Type DQC% 11 lS if;; ;-mp : �- 14) WELL TEST: ----- 4-:= 0 0AC.: T::::C .. w.,tr, ft. driwdown alter hrs. ��a Qatar' Sect'::• St.'-sti Was Clheeicil Apalysis Made? NO NC--S: :riliin .aratri:: a..=..v strata containing indasiri.-la ccnstitugnta? if YES. send REPORT VF '.NCH:RABLE WATER .,,,MPA4 t N� .- R: r;a1.:z_ :,,::ling, :n;. • '"ELF :,RtLLEVS L:CENSE NO. 7111 For TVC use Gn:y ,_., ,-, CITY: V :T ZIP: 71M Well No. At;DRtS:; P.;;.:.. tab i:t:r nvtr^achy ATE..! E LCcaten on Min i herea� cer"-y t'Ia'. 6e.. vias �rilied h me ler order . se3e!viil:n----=-=-=--=-====-�---------«=---- and t:•.a: eici and i c• i._ s;at-dents Herein are true t.'• t"e Lest of sl knowledge and belief. I understand that la:iure t"ru 15 dill ,_salt in the icc;s) Heine returned for caeaietian and ressheittal, ._=cned: 3'SEL We'llarl::Er; w tKaalstered 9r:lier'ralnee" STATE OF TEXAS WELL REPORT -e+a=_ 4a:er .:sa. `3.::",67 Aust:r.-', : s ----- ------ x--------------- - --_-- —- -- --------- ---- ---- ----- —__ ' .> �Yv�*.��a7 .� �� ... °._ . ....��' . �:i.. :� ii s�rec tiQr? �rw� LLf i•. �� 'S f. �. i'— .. ■„•r,-i,---- -----------ta .'�':.>-.�i �:.. •:- t r-----_-- =Ji Lr:�L:r "L'd�':: �`j0_R _—_---___ 1 craw K+1 V. N�L.•.:—K: -aJLE CJK"-L_-7.L^:,1: .=zs.e" Fran Gravel %a1<2d :2'i .. ora+el Pacxe., ive Interval t'v ft. :e .,o � # .�]itii' ;�N:---- 6i CASiYc. ANK fiY:. AND K�L KREEi " TA--- :roa T: Descri;tia:. Oia Newiheh �j'escriction From % Gage Casing Scr-een i t1aN Sand and ri:i i Pv" Stank *2 90 ;ch, a :4 sand. ca:iche = P;L Streen 91, 110 .040 14 47 sand 4 K PVC Blank 110 140 sch, 4 47 31 sand, tracts sanistene 51 a Sind, lavers .; — c? 77 sand Tj 9: i;.c!-3r Said. ._ 35LOne _ — ----- sin: ?: CEMENT !IS D41p 1"94 11' c drsi s_a;;, c a'c s`raiks Ce:el,:?;; .-3a .V Ft. e9' Ft, No, of Sacks Used: :21 F:. T; Nc. of Sacks Used: -------------------- Cafe-. h%: `ii -:alas c"r�1i2a�j� Inc.. —__—_— cweci ;ea 14'•a:? :ah Ins ta::ad ta`.::.evai =t, oe:.* Gro,?d Levi: Jati: ----- ------_-- nrtes:_2 F oil: GF'M. Date: 14) )FELL neOO :0 .3A;: ':e:J: -�'� �.: it, draadaMn freer hrs. ;:NciT1: ;E ar katerr, i�a?t` strata Nis Cheai:ii 4ni:vsis Made" NO ka--irid dr:l:ino siEgitrati in Strata :an:ainir.c 4ndesirabi:-_crstituentn? if YCH. senc REPORT OF UNCESIRny_S KA'EA r,rjMP-r.'r` MANE: 41 'r 1 aini Dril:ina..nc. E. `ILLcr: 3 _. CENSE .4T -.H For TK use on, ADD E_S: P.O, GC= 7"' CITY: Rb t" VA �:"' ZIP: 75311 Wall No. . ,: erns •� �T- ... � Lacatsd ar. Ma7 i herebv certify t`-i. , a well was crit.ea by it Car under ■y Suparvi3_;i_J cao_co:osss_s-s=sssesosss=ssas===_= and Oat each and al: hers::. re true ao t=s bea: ai •Y knca;edge and belief. I understand that r'aii,,re tc c:e:: :r15 1 u ; res'': ir. the :3Gis ]eta"._ returned for caaaietian and resubeitt3;. l 001 STATE QF TEXAS WELL REPORT '=_=a:.a:a- ±n. .. .:• ;s:an,?' _. p „.:i :iitbotk ADDRESS: P. e: aox 2!J'tr ;i i.: %: 2i L�rA:.:'i OF 4::.L: :Nl;ri:Y7 L�jtiuik - _—� !1it25-- -- •,'a - - ------. = T ; -- 31 T'..z elj_ kU'�: -NE, We.:' FR OScD.-Mo.iirr-_-------- :? CRi:_ih: '!e :U; ML �------------ e; ilELi. LcC: MW 1-1.'il w.E: .�_---- 73 B:ndK_c ¢iETi:li:—___--- 5:a3eter Fraa To 5rays. Fickei Date Dritli<".g: 1� 58jV9.. t. Star`.eti. �.i(iJy/YL •rOm bQ e`i. t; .:� G� Completed: 05108f72 iron F . to Ft. nETUSICAL DESCRIPTION. 8) CAENG. b.AoK PIPE. ANO iiEt1_ K EEN DATA ---- ►r:3 To Description Dia NewiLsed De.cript on From To Bage Casing Screen 0 4 sand and fill 4 N PVC Blank +2 100 sch. 4 4 lb sand 6 caliche 4 A PVC =crsn 100 120 .040 16 26 caliche, sandstone. sans 4 N PVC Blare 120 l30 sch. I. _i 51 fire :and, sandstone 51 64 coarse sand, sandstone streaks '# 9i =i"e sand. sandstone 7: 1! :Corse Send. brown and �- white ssrdif�ne 91 CEMENTING DATA 1I3 :,: ,:,arse sari;;, 53al., 3ravel Cemented From +6' P. To 90' Ft. No. si Sacks used: !3: 135 sand ifine- 5andstc7.e, Ft. To Ft. No. of Sacks Used: :iEeEtane :treiks 4i hod Used: Cented iv: .'.i Pli.;... .::li""_ SSE_ified Surface S.a :istil?at MAt P trT — _..tic Sr:-:d LevE Date: artesian F:.zwi SF!!. Daze: 12; PSIsE65: 'voe------- — 1Lrcti '--'•'��— :' TYPE P9MP:------ 141 NEL: TEST:---------------------------- 5eoth to File; ►'. !.E:.: :PM r «, I :1-kA i ER aL3ALI ry; ---- - - -- -----.._...._ 'yce of Water? Deoth of Strata Vas :l4ea:_31 lnilyiis 'lade! NO _ ._._ k:;--Did dr::linq penetrate air.- strata Contain:rig undesirable consti`.uents^ if 'c„ send REPORT flF UNDESIRABLE 07=P g _. ,,. .. PO - i,C;IP!;NY NAME- 9 �a:-5 3�:1:.:y. Inc. RE►� GkatcR`S LI.c?l:c v:. i.us Far TaC use only AGGkfsc• PAL Box 230 CITY: ?beraathy STATE:TX ,r: i931i Moll No. _ L SS:. ,u. p tocited on Map ----- M I hereby certify 0at tris roll was drilied try me tar ;vnaer my suceryieionl ==____======-:--=-==-=--=---=------ and tat eic` and all of tte stateeente herein are 'true to the best. of my kncw edge and belief. 1 understand --• t'it .'allure t3 .emeie e 4 I i 15 wi` resu'1 in the W-V sl ?tine 'et;:ned for coop:etian and resebmitta . £:._.'Sri ... U'::ie. •`2:z5i2�'e2 }':::e- ''i:.}E°: STATE OF TEXAS WELL REPORT '_. as mate.• Cad. ..L .. V .....,E; 'e: i) .:pi1EF: '!Tv ci L-,av 4. _________ H4.,i 11:3sii P. V. r`l _i!�V�.+____...._--- ...�: _.�___ ••_--_••___ .:ate: t 9.0:— ij :i L��e�Ti{~. �� i1:LL: -Cti�`%. :_...... . 1 M119- ll w:!?al:t!���' L�GSaek f 'f 3F 09AK: e�—.,e-_.—�`'. r. Ir�•� YL�,-y., .�4_____ Li�rY� �1 sri ;�1:1.E:------------TS -�i;w - C --- i411: v°:a9eter 'r.3 z'. irai'el rackec .ate ?�illi.a: fv 1: f30 :tatted: �Jlilti[ :.gym :l Fi. CY .J) COR3ieted: vil f 11 9a f.'7A Ft. o=; OSICA_ DESCAI'TiUN: �_� -- 8; CASiHE, BLANK PIE. AND WELL SCREEN A.7 =r5m To Description Dia New/Used Description From To Baae Casi% Screen 0 4 3oi1 4 N PVC blank *2 90 sch. 4 4 % caliche 4 N FVL Screen iO l20 ,03. 14 sand 4 caiiche 4 N F 4 blank 120 l30 sch. 4 := :a sand ireii — 25 37 sand. red 5 brilwA & "Aite sandsone - -- ? 4; white & brown sanYsc:re s1 40 fine sand, sandstone streaks _ —1) CEMENTING DATA 94 109 sines :ne & sand Cesented From +d° Ft. To 71' Ft. No, of Sias Used: 14 c;,ar:e sand, _aa:: grayei Ft. To Ft. No. of Sacks Used; Net�c �'sed. t :eAeatedsy: Ni c'.ains L'ri:li^0, —_ Soeclf eY our}a•:° Slat :p-.+tail=-: tit... -:v2: F:. 3el:w a. _1sG Lrv2i Date-, -:cat GP91 Date: ---- ------- 12 PACrE',., .31 TYPE r` Mr: 4ELL . _.,: 5eoth to `:wC% a.C: 25FX .61:-r .. :rawd_:;r, after nr3. type u' Nater? Depth of Strata Was : Ea.:a': A'Ailysis Mate? NO NO --Did drilling penetrate snr strata c:rtairino untesirable corstituents7 if YES. send REP06T OF UNDHIRABU: WATER --- IONFANY NAME: N:-°rains lrl::iaa, lr:,. NEL DRILLER'S LICENSE K.:Ut 1 Far TAC use �n y q ADDHiS: P.O. iox 730 CITY: Abarnat!:v STATE:TI IIF: 7? 11 Me:I No. ! ,ccatea on Mac i 4EreCy certiiv .`a'. Ols well was drilled by me .'r ander my Supervision! and that each ano al::f the ;:atements herein are true to the best of ev ;:saw:edge and 5elie;, I understand t:at 4a.:are c c.mol=_._ i' = resin} :n the :Sy:si being re r^e 'sr eomotetian and resuomittai. t ! STATE OF TEXAS WELL REPORT 'E'•ae aster est. e5 130'r ;esti�♦': 7_711 �- _f »_._ -------------- --.C----�Y_� �f:i 15------- ------ ---..—�------------ —_ �:— -- 1 -- — ni ;' LQ�-may,-,�� .^.JJ•. r: f. L'. �w •J L:.. .♦ —it— ie + _._. Jr. 1lIW OF •fl:L:: LY--.-r-iY=i7L= --. ♦ bl.c5 1�`,r—_ Ci'Ct .i L!! :r=-A-- ---- L'3GCJ.x t i SEE '!rrM VM" �t....> ,:a 'BUY. Atlo Rotary _ .`. J ---- ��--- u1��._ _tJl: �p----_.•li�ETt : OF i!L'r_. -I l+ij!{C'1GLt Lljh-r:_ 1:I is .:a5eter From T^v crave! ?a.ked late r :;. urayei Pache:.. Give inter4: ll Starter. .ri..=i 4rai i.• Ft. .'t. Ft. to Ft. c-v�u6iCai �ES:n:PTi ;___— _-------___8? A;'K6. BLANK P1PE. AND iE'tt SCREcN-��'„-- --- Fr.a To escriot-13n Di. Ner+'.sed escri tio:n From To Gage Casing Screen C i sail 4 N PVC Blank +2 90 sch. 4 5 ,cliche 4 N PVC Screen. 90 120 .040 5 14 sand 6 ciliche 4 N PVC Blank 120 130 sch. 4 .4 62 brown & white sandstc,.e _ 62 81 sandstane $ sarJ. �- 81 92 _andstcae sayer: '. 1v1 SanGStgre i; CSMEN:1•VG v'ATeI 101 11C .anal Cemented Fr•.s +6' Ft. To ; Fc. No. o4 Sacks Used: 110 134 :,arse spd, small gravel it. To Ft. No. of Sacks =Jsed: :,'ices 4f sindlv ela'r Method Used., tremie pressure arDute .�..__ Cemented .v: H Pia:lswDrillir.g, :^c, --_-- — -- --- — w---__—'-- 11.) Rr _n LEVEt. �_--_----- _- ____slat._ :EVE. Ft. Below Srcur= Level Date: __---___---_— L^_a=_ian Flaw: SFN. Data, 3?9 with ..:-&Wd:wr after hrs. Ivne aster? ;e:;i C! S'rata Wii .'eA::fi Arialils:s Made:' NO - ,ane:-ite an'y strata c3ntai._ .:sc__:.►a�sl=_ :cos ..,:e :s? li DES, send REPORT OF UNIES;RAB : '4Aiat COMpt , NAJK: �i plains Prilling. inc. CELL ORMI-ER` 110ENISE NO. 2506 1 For ?NC sae 3r.ly Ij o- Located on flap t hereto :2rt:'y .:at a:-s xe1. was cr:11e: t`Y ae Icr ui,,* aV Eupervi3:ioa'— ----_c--cc_srcos.___= ' and Vat Each arc a1::= t0e st terents herein are true to the best of ty kro: , ae aid belief. 1 understand that ?a:-_'e t3 c_I E.- 1 Vii 5 w:I r It 's tie logfii beiry returner for .ompletion and resubmittal. ... -- r �d — .� an - -�G_ ..:?.`.:.. +�°:. •. `er. ' :Ste!s� Dr:i:er Tri:aee` STATE OF TEXAS WELL REPORT Texa=_ cater C::ai. ::067 .__....'r '9'tl -13=E:.. 1 _2. 5Ja OOi ---- '{--_--------►3te:rA _... .a it: r L U Do z' 1F W-f j~�ew ';5ii_----_-3-____.-a912tt7I� —__$1, 3%1'-:-Ih6 !ET►-H, Mud-Fcnry/ nu'tr---------- --_ ,'•) RG%:L�LLE ,;si±f'LE'i;v: --___ Sra+el ?acted rate Dr:ii:no: ;0 ? :i'S If Grave: Parke:.. Give Intirvai ires 62 R. to 105 Ft. frog R. to ZCLii^1CAL DE::P;PT:CNi --T- St LASING, PLANK PIPE, AND WELL SCREEN DATA =rum Ta via! NewlUsed DescriAfion From To ;ace Casing .creep t� salty sano 4 N PVC Blank 0 68 srh. 4 ? 1 sandy clay 4 N PC Screen 68 88 .040 1 56 tine sand 6 sandstone 4 N PVC Blank B8 98 sch, 4 56 59 red sandy clay 59 66 sane rsa*se t.. 71 sanristcne _ 7: 19 sand li clay streaks _ _ar.: ii CEgNTiN6 DATA 4: 115 sanb & streaks Jf cla: Ce9ented from +6' Ft, To 62' "rt. Ne.:,s Sacks Used: --_--__--_ Ft, To Ct. No. of tacks used: Met'.o: Used: ,remie oressure aroate ..e95lted By., Vi ".yips '''UH111inc, N. 10) SURFrC: COP!PLCTION --~ ----- -- —w-- cae.ified 5arfice Slali Installed 11) WATER' LEVE . =t. eWow Ground Level at_. Artesian Flzme 04. Dare: :v) ?YF: F.yc: :4= .ELL c;T: Dealt :z =tiGO: F,. Yia1G: :-Jy 6ith it. Grawdown i+ter hrs. 151 r e of wa:ar^ Decti1 of a`_rata 8is [hemicai Analysis Made? NO 4--Diz dril:_nc __,strafe ary strata :onta:nin; undesirable ccns:ituents^ if YES, send KP9kT OF UNDESIRABLE WATER C MPANY NAME: is Plains Dril=i^g, Inc. WELL H M 'S :ICENSE NO. 2506 For Tk= use or:v 3s /34 CITY: Aeernat y STATE:T: ZIP: 1y31: well No. _ �— Locatac on Pic _ s I here' ce*:aft fast ty s oe1; -oi: criiled by se tar under my supervision; _- --------=- —=-========---=- and t`a: sic` ar=d all of the s atesents herein a*e true to the bast of my knowledge and belief. I vnder_tind that failure tc :asAlete ,.e I th r ;S M :' esul in the lootsl being retur.ied far ccpletic^ and rescbs ital. - STATE OF TEXAS WELL REPORT 'erig •lit:• _::A. F 1:Y ' =ti5: � +rr�' �:lLl±il'Jlr :�1 pE_t: ._l`sl• ' =,: 7i =;! i` rr l ;mom _ �,___..--___—,...-»___»--------------__.•_•_.-----....�..._.__----__--_—'-___.»»-�_ _...--____.. _----------- � ?'. LL i11L- �L.i+•�. - ��_- r "---_--"r---_--- Date rl211:.j: S -- 10 ;:` N Gravel Picked.: iIn terval nterval Ft. tv BE;�tJ6[CAiEaCfilPTi4 »w — ____ 8l CAviNG. BIhN RIRE. AND WELL SCREEN DATA rros T: ESCIIo:::C Dia Ne*!Us2d Destrlotion Froa To Sage iasiny a:r_en C 2 callc,he 4 N FVC Slan.k +2 8E s:. 4 i 16 sandy :ae: 9 calicie 4 N h;C 5c!een 85 105 .340 16 46 sand &sandstone 4 N P14C Blink i05 Iiv sch. 4 46 51 sandstone 51 59 lrese sandstone. sand -- — s? 51 lavers san, , layers sands t5i,c '—»—»~•• _»»___»..-_r-- r�l 67 78 :_-arse 9e:7.l. ser:Cst3fte} ;,"t"E1iilYt DnTil 129 clay Ges2:,:e4 ►rae *6' Ft. Tc 6' Ft, 1i3. a{ Sacks Used: ,8 24 .. - Same, Bandy ;iiyj Ft, To Ft. Ne. Li Sa:K= rae :liv !E:too iisE : treele oressure Oroute 123 .:arse ES'], sire-z-tZme, iesentea BY: 'r'i Plains Drilling, Inc. red clay - a�:.. as Su race ":ab Installed 3:a-ic ;.eve, I-. GEic', Ground t!vi; Da:2: rlS:asaar ►;ci:: Bata -----GpN. ----- ., Ft. fc. arai��l:ll� Otter �r:. De C' ia:e! jazt �f St,"a :a Was C11EElEat Anausy515 MaC2_ � to lid ar - icing .anetrate any - - - strata Lo..tair:. r� �a' esirSLiE ojistituent'a? ii YEC. sena AiEPORT G- JNUE,'3*E NAM"t CO Pr _ ;A!;EFIi-is Dr:I li in:,. Inc. WELL L'CEN5E iiii. 250r For TKC use on:v ADBRE55. F.O. .;r ;.f;Y: Aber�atty ^T c M T;P: i9311 Nell No.� Located an 'tat i hereby --ir iv `.at this well %as drilled ty to for under ey suoervisionl _ ino than 9aza a all. z4 the�stit2fent5 iEre n are .rue to the Lest of sy knowledge and belief, IS understand that ia:: ►s t:S:: as nru I5 w* . re -it 't tie ices) being returned jet :38oleti0n and risasittal. '. ... = •: e / � �� i :: � it?: / ..._ »-� ��-- +..• :'°`se ae:: 5 r STATE OF TEXAS WELL REPORT _,ae -... :41. .. ..:' :- ---E-i ♦--'J -- -.i--------------- ----- . -- •+.4 �L: •�i 1�^ - - ?.iSR V� 4r J' 4. •, I iJ.:l :1.� Li Yi 1 .I J; "e:t 4P fray LU500c14 I SEE AT%C'H-E� 3i Ti c �h r—'2N------^-'_--'E-r`1_'._.i l:LX_--- :4k1=�1Nii "�D: N+i ` 3rY �� IiG4 JJ -OE:.L .J:7:_Nk. :'`a--__--:.rNti K�tru16t ZIIKET:aM.._--�«__.__«___.« :322t2r `rca a r�398. 'a -Ed 3a=� Sri::. :� .tt Cra,.i Packzc...:.e int:rya' atarFz_:-i;:! j : :s 11 ►!. to 1?4 F+. 1r3a F+,. to F►. EE _5Si�'�6 ::...,:FT:5i ------ -8) ::;,SING, PLANS c =E. PHI NEE._ SCREEM "DATA ---- --- Frog 'C :;esc•? i .= Dtia NeRr'Gse. De_ riX ion Fres To Sage easing Screen 4 2 ca%.-t-e 4 N K., ?:s k =t :00 sr4. 4 2 9 sa.,d _z.; C .rreert -)0 120 r040 9 21 caliche, sand 4 - N PVC Blank 12C ill$ sch. 4 21 47 gown 6 white sandstone, traces sandy clay 41 54 sand, traces of sard:tcne .14 1: sandstone_, tine siad -:-- is 12 sand. rea : av 72 103 red .:ay, t! .:es ai sandy :car Case-te: `r:: !61 Ft. tc 11' Ft. No. of Sam used: 118 coar@e sain . s3:'!dy clay. .. in Ft. No. of Sacks ;;Szd; Srow 4 ah::_ wand:t.ne Hethoo Used, :reeie pressure croute traces grvei L:aeaLz4 :y: r'i : _ai-s Drilling, Inc. ueot-t tc f::aeJ Ft. SO£c:.:20 ..." fi:s `'Slat installed ita+._ Left: r 'Se-:0 ara-unc .C/e: Ye.£i rtesia;:.. :2' �A-.=:: }:. Teeth--_-�_�_ with it..ra.cavi after h.rs. Type zi Nat?r? De'Dth c! 5t. ata Has C"Aelici: analysis yaJ27 "10 N=,--Die erill.ra w2trite any strata cantaini-:_ crdcsi,able=_n=.tituents? if YES. sent R.PORT OF';ND=c:3pBiE idpTE :nY rtn'�_. ?'i says rir:11:n0, :fit. NE_L.:L_kt'[ N'. --16 i-or 74C;.Se on:-. pDCK=c:; `'.ta. 50% I30 CITY: A zftei:tY i.%' ZIP.- 19:11 4e:1 V0. j .3cat3d on Naa :re�Y ciriLT"Y tea: tiis +i£ii was drii:e by ae for 4n.=r My suseryision)=_=°°--D-----------------� ==-= and t:`•a: aac` a13 a:.:f t12=t9teients ter3:� aftsrae -_ t."- d25i 9f ay knowledge and belief. 1 une2ritand that taiwre to :OU a, ' is i Vu I io" resuit i.'. car icg4s) being returned for coi0let:on and resuaiittal. S:'"'a.: .red! —._ _ - i STATE OF TEXAS WELL REPORT ia:. .:F.',. =�: '.- .. ---------------------------- �--- - `----------- -- ----------'t a : e ~ i ---------------------------------------- _ _�_ ` _------____-�-c�_ e_Mi.�.----- ?. .__� ..-. ,."3::r i;.•ri :^!vim *L �_= ..:ar_--�___—._.._____ .— RtL♦ .._. yil l�1`—`4`_ }.1:.�_--__—"_____'� --_ �.f�`i:..— .:�'.:. ?rNi��-- iaae:=' =r.•9 7raYs: '''asked Paekea ::'em*- Is 1:0 Ft. trca F:, t3 Ft. FT's:CL D. n;? ti; —_ _---- ME ZAS:56. BLANK. F:fE. AND NELL SCREEN DAT.A._____ Froa Tn Descriot:on S;.a Newlfted Beicr:pticn free Ta Uge Casing Screen C. too Sol! 4 N F r Blank �: 17" $ch. 4 :al::fir. 481:1 4 N SCrE¢f, i,ry i-m, .040 4; 58 f na sail N °V;: Blank 124 00 sch. 4 58 e8 dry red clay 58 43 tine sand, soot cisy 93 132 sand k clay Ci_ientea Frai -t' St. .` 40. 't. Nc. of Sacks Used: C It. Ca{is "sed: "ethrA heu: tree:= vrEss.re gr^-ute ,saan.euj ?sr: 'Al 5riili,'.y, :ic. Is. alms.: ..3: install2d Late: -77 :. _ _. � efts. to "Ufit: r "I:E.i.. s _ _ wa4 Cee:a: rGa;i:ic MaAW N,r; N : •L--did 8ril1ing c?etrat"any strata ::ntEi : rue�• YES � s�1 S'CF9_F 4"!— air=_ 7r eELL a z ��Gr 'M, use 2^iy rJ�.e_• .u. r.av =l.y; a'err�a.,.y �i :. � `0 + i ,acatedr3a Man �r 0 erev cerL:tv -Pat iy:5 +E:: A s iri; e: r r rcr7 ) } a :,� ee '.a antic e, s;. �a.cr. --- -- - - -- -- and ti'a: 2scii a y a l r:f th1 es::f s'r knowledge a.7J relief. 1 :.".:Frstana 1 Oat _ _ trig, t2::err .s tzae:e•' : es 1 tiru 1: s:1; rESUit :n t,+e :i3151 Ge_00 returned tJr cmlet:cr a,t feSUgeitEa:. 4a'* or, -z,l '7er'_ iris Y.E.' ..:slat: rt December 4, 1999 Texas Natural Resource Conservation Commission Municipal Solid Waste Division Compliance and Enforcement Section PO Box 13087 Austin, Texas 78711-3087 Re: Certification of Groundwater Monitoring System Wells City of Lubbock West Texas Region Disposal Facility, Permit No. 2252 Lubbock County, Texas fal As part of the approved groundwater monitoring system (GMS) nine monitoring wells, MW-1, MW-2, MW-3, MW- 7, MW- 12, MW-13, MW-14, MW-15, and MW-22 have been installed at the above referenced site. The wells were installed in accordance with the approved schedule shown on Table 1 of Attachment 1 of the approved permit application No. 2252. Monitoring wells MW- 1, MW-2, MW-3, and MW-22 are upgradient or background wells and wells MW- 12, MW-13, MW-14, and MW-15 serve as downgradient or compliance wells. Wells MW- 1, MW-2, MW-3, MW-13, MW-14, and MW-15 serve to monitor groundwater conditions in conjunction with the development of cell Nos. 1 and 2. Wells MW- 7, MW- 12, and MW- 22 have been converted from piezometers to monitoring wells and will serve as points for additional background monitoring data. I Brad A. McCardell, Geologist and Qualified Groundwater Scientist, certify that these five wells have been installed in accordance with the requirements set forth in 30 TAC 330, Subchapter L Sections 330.231, Groundwater Monitoring Systems, and 330.242, Monitor -Well Construction Specifications. Attached is a site layout map, geologic logs, and the drillers's State well reports describing the general lithology, depth drilled, and well construction details. Upon completion of the wells, they were developed using a submersible pump. The wells were pumped until clean water (relatively free of sediment) was flowing from discharge line. Y,,/, /. - /,//,/ Brad A. McCardell Geologist HDR Engineering, Inc. l��y%9Y Date HDR Engineering, Inc. Suite 125 I= HNkrsst Read Dellae, Texas Employee -owned 7SM2096 Telephone 9M 980-4000 FAX 972 980-4471 L, STATE Of TEXAS WELL REPORT Tens (later Cogs. POO 13087 Austin,TX 78711 ) OWNER: City of Lubbock ADDRESS: P. 0. Box 2000 City: Lubbock State: Tx zips 79W57 2) (—'I ION OF WELL: Crotty: Lubbock , 5 Miles in W direction fros Abernathy LEGAL DESCRIPTION: i X SEE ATTACHED MAP 3) TYPE OF WORK., New Well 4) PROPOSED USE: Monitor 5) DRILLING METHOD: Mud Rotary .t6) WELL LOG: IUM/P9 DIAMETER OF HOLE: 7) BOREHOLE COMPLETION& mai-1 Diameter From To Gravel Packed Date Drilling: 10 0 161.5 if Gravel Packed.. Give Interval Starteds 09/12/94 from 135 Ft. to 160 Ft. Completed: 09/12/% from Ft. to Ft. OGICAL DESCRIPTION: 8) CASING, BLANK PIPE, AND WELL SCREEN DATA From To Description Die New/Used Description From To Gaga Casing Screen 0 8 brown sandy clay 4 M Blank PVC_ +3 140 8 40 light brown clayey sand 4 M Screen PVC 140 160., 40 160 light brown silty sad 160 161.5yetlow green clay/ claystone 9) CEMENTING DATA Cemented From 0 Ft. To 135 Ft. No. of Sacks Used: ` Ft. To Ft. No. of Sacks Used: Method Used: Cemented By: Ni Plains grilling, Inc. 10) SURFACE COMPLETION y Approved Alternative Proceedure Used - J11) WATER LEVEL: Static level Ft. Below GraLm Level Date: Artesian Flow: ON. Date: 12) PACKERS: Type Depth y ' 13) TYPE PUMP: 14) WELL TEST: Depth to Pump: Ft. Yields GPM with ft. drawdown after hrs. 2W d -� 13) WATER WUITY: Type of Water? Depth of Strata Was Chemical Analysis Made? NO NO --Did drilling penetrate any strata containing undesirable constituents? it YES, send REPORT OF UNDESIRABLE WATER CONPANY NAIIE: Hi Plains Drilling, Inc. WELL DRILLER'S LICENSE No. 3240 a For TUC use only a ADDRESS., P. 0. Box 730 CITY: Abernathy STATE&TX 21P:79311.0730 m Well No. a ' a Located an Map Is 1 hereby certify that this well was drilled by arc (or under my supervision) and that each and sit of the statements herein are true to the best of sy knowledge and belief. I understand that failure to complete items 1 thru 15 will result in the tog(s) being returned for ccepletfon and resubmittal. (Sign Below) L�Liceeed i Jett Dr ller) (Sign Below) (Registered Driller Trainee) PtAeOe Modbe on Rev@= SW State of Texas T"Als WON Who ormn Advwm COUM r Pao. rlgnr WELL REPORT f1 l Au9�IR, Yx>n�iaarr 1) OWNWt Gtv of larbbeek ADDRESS P.O. Boo: M� Lubbock TX 794i2 2) ADORSSS OF WILU (WING) (31raot or RFD) mm Cowrly Lubbock am* pftd or FIF" (MA (saM) a* 3) TYPE OP WORK (0mI* 0 Now Wag 0 Deowft 4) PROPOSFA USE (C 0 Mottllor 0 Mwimwnenhi $09 & ft D Domeew 0 kWu*W a WWAan 0 tn)oOW O Pubk supply 13 De.lra Wbv o Teatwd 5) ,> Lai as 40AN 0 RemoMkmktp a Pkvgh p V public Supply we9, were pans submMed to the TNRCC? 0 Yee 0 No Loup 101 Haw —15 n weu L.00 µw 81 DIAMETER OF HOIA n DRLLfNfi WTHOD (Chodt), a even Ots.. 00 Orman @.) To dN Deb DMW 0 Air RoWy 9 AM PMM 13 Bored Statlod tr�ti �_ D Ak 1lam ntsr a Cable Tool 0 Jaftd 7 7Al Surface lag Oahor Fromm To Qt) o.sorfptloa and Dolor of form -'on em -I rl.i i a oat S 1i slily send a cd khe rock 1• 20 calWdtarock 28 Ti sand, andatons Ti till brews day 96 116 sand, brown clay a mmistane 11i 121 medium SNW a day 121 sib sand, clay a seadda" rouse We a Twbbw 0 jet a subme"Alo a comor a other Dep* to hump bm* conder, )at, Ma, A. 141 VALL IESI : Typo Toot: 0 Rapp a BaBer • 0 .felled a EsUmmil d Yield: �m va9r L drwadown etlar Me, 19) VIIATIM QUALRY: Did yak b�+oly penatnM anl► strain vvldeb eonbitlad IrtdeekabN coepolltranb? 0 Ysa B No Ova, A 11 REPORT OF UNIX11MAIRM WATER' Typo d woton Doplh of skaat Woe a ' 1. 4,ai asakib mode? ayes a No 8) Borehole CmwhSm ( s opom Kdo a Skaipht Well 0 WdKreurMd 0 Growl Witaleli a Cher NOrwdnewt pinktler, Atom f30 R.b 12D L CASINO, SLAW PIPE, AND WML SCREEN DATA: OIL W Now or Used S", Pka9e, 04L Pea.. Stottad, ate6 Sonan Wig, M cm n miai (f!J' Gape cal ti Sam From To 4 N Ehnk PVC +i 135 4 N Serean PVC 136 1i0 An 1) CB4 Nr= DATA (Bute 33L44(i)] Carteatad has a L to , 425 N. Na of seeksmw — 128, L la _jam tL W d sadm treod h&obm. NWhW used Canoohd by 1* Ptatns;WMmm- kte. DiWnoo to seplic rysbm UM Anse or olhw coaeorkabd cmdomminotion L Me - of v"Imm m of above dkbmo 10) SURFACE COMiq.UUM 0 SpoWed Safma Sbb kmWW (Rde Mill 44(2)(M 0 fteMed Steel Sloan MstWW (Rug* 33L44(3 M a Pilttaee AdWor Usod )tee 33&44(3)(b)) a Approved Allamadve Proexdura Used PFide 33LT1) 11) WATER LEVEL Stalks Level L below had earrI Date AAMkn lbw am Ode 121 PACKM: TVM osoir I hwwq ow* via/ 9rie vial was ddiled by me (or under my suporvidon) and the am h and al of the stalemrsrlI hereAu we tme to Vw beet d my brovAmcbe cad bvIK I trldenbrtd tkat fiiAkn to oompteb tlevrts t 9au ttf vvE reerk M tIr by(s) betnp nI rrrW for oomplelfoa end resuballiel. COMPANY NAME w Mama QdMna. the WILL MAX" l.tot W N0. 902t? cry" ar Pico ADORtiis P. O. Bolt 7S0 Abanradw TX 793f1 (seeetargl5q Q:MN (am) tpW ? Ekwwod Will 0004 OR 0, DOW Talmo Pka" attach ata:irle IOL dwocal analyab, aad cow p kdw mmlm% K am"Emda, Lil d.— r.— — ATTENTION OWNER: CodAdr ANY State Of Texas T"" W&W WON Mill" "rimy Cotplr:E -- Pffi f os Noon. an Romm sldi. WELL REPORT P.O: soot 134V Al V&4 YX M114OU 1) Ow"m ckvalLubbock ADORM P. D. Boa= Lubbock Tx zm 2) ADOMSS OF Wye,-- (N N") i Wd w RM (stela) aa) Lubbock GRID / 41.01i (Sreet or 00) (CM (=" RAP) 3) TYPE OF WORK (Cho tk 0 New wsl CI Deepenkg 0 Rown ltlankp O Pkgphp 4) PROPOSED USE (Chad* ® I'm elfor O Enviraidnntal Sol Owing C) n' H. O WAudrd O krtgom CI in]ocloe O PuW Sw* CI D.wawkg C) Tedwel M Public SuPP vjA van plan wAmkwd iota TNROC? O Yes O No Lot 33 4LI WI Long 1016s.21W n WELL LOG:mW 3 Dols Draw Staffed lm 10 „"- CanPWW 112012 A. DIIWEM OP IIOLE 7) ORL L*4 mfHm (C km*p 11 Wm O Air RaWy 0 Mud Rdwy 0 Scrod 0 Aft tle m mm O CmW Tool 0 omed QOlw Cie- (b.) From (fy To py 770 Surface In from Op TOP Deseripeon and Color of foraraOR materiel 8) sorehoN CompNt{om (Ctwa): 0 Open Nob O &lraly A Wag O Uadwraamed m amol Paolwd 0 cow u Gravel Peeked give bdervW ... from m & Io IL ! 3 so 3 13 dlty sand a cloy 1s n caNdao rock CASING. BLANK PIPfs. AND WELL 3CRIEERIII DATA: 22 as sand. aanddone sbeek Die. Nov a Used Steal. Pls k dc. Part. Slow etc. Scroma mb., U oomrruA A Sa ft (A.) Gape �0 Scrsem p 76 day a sand From To is •0 flne sand 80 101 rock and sand streak 4 N amm PVO +3 in 101 Im brown day a sandetona 4 N acrom PVC 136 1W .030 146 18fi medlom and In 1K medlup Bard a day drunk 0) CEMENTING DATA etude 33&"I)) C w*rA d ken �0 R to - IN R. No. Cf aecta wed 121 1L a 112 IL Na of worts used ,o pluo Idarwd used CemwuMd by Ml Ptdns DAtNna. JN_ Dkdenoe to replc syafear field Ines or a0w ooncombaled conlom*mWom ___}I. LleOwd of vwllkvpon of el - dbmnoa (Use r nww side Af rreaaaaW 13) TYPE: PUW-. 0 Tubbw O Jet C) Submwstme 0 cyInder O claw Depb b Pump bowls. cybbdw, jot, ate.. A. 101 WRIFACROOMPLETION 0 Spedbi swfew slab krfaged (Flub 33L4 (2) (AM 0 Specified Steal 31mm budaged (Rub 338.440" 0 PNlaae Adept r Used Ph" 33L44CJ)(b)) 0 App "ANameuvs Procedure Used (Buie 338.711 441 VRLL TEST:: Typo Tame Cl Pump 0 baler 0 Jdbd 0 Edromled Yldd: wNtu ■. dnrrdaan eAw Me 11) WATER LW& Stare Lard lL below bind arches Dole Arl olon flow mm Dole 15) WATM tZUAUrY: Did tm bwrAm* pu drew rM strata MAdob oontained ur,aeahabb mwMuwft7 0 Yes ® No f yes &AWREPORi OF UNDESIRABLE WATER' Type dwds ? Oaplh of draft. Was a ahem" anmlpk made? I] Yee 0 No 121 PACK OM TWO Oeplh 1 hereby oddity Cud floe vml vras deified by art (or andor my eupwWdm) and the aeon and d d tlw I IreraN are floe b Ow bad or my browlad8e add be14 1 inderaland Ilyd 6gkra b aoa+peM Noma 1 rru 13 vAl rmA In Ike WSW being raauned for oomplotIm and reer1- 111 1 COMPANY NAME N Pfeku ONl6ra. brt WELL DRLL81Ca LIC OW NQ go? OYea w rda8 ADORKS8 Abounthy p-U or F AN 1Cr41 9 d) c '. �beneee Orwrl Orfarrinhne) Pteaae altsch elwMk ft dw*" smelyds, and oVw "dinmot lr0wmMkm4 If s"AsbW TrIRGCrulm (Ftm.11-1-" STATE OF TEXAS WELL REPORT Texas Water Comma. POB 13OU Austin,TX 78711 1) OWM: City of Lubbock ADDRESS: P. 0. Box 2000 City: Lubbock States TX Zip: 79457 2) 'tIOM OF WELL: County: Lubbock 5 Niles in W direction frm Lubbock LEGAL 'DESCRIPTION: �) X SEE ATTACHED MAP 3) TYPE OF WORK: New Well 4) PROPOSED USE: Monitor 5) DRILLING METHOD: Mud Rotary 16) WELL LOG: Bb8/P15 DIAMETER OF HOLE: 7) BOREHOLE COMPLETION: rAW- T Diameter From To Grovel Packed pate Drillings 10 0 190.5 if Gravel Packed.. Give Interval Started: 11/11/94 frm 136 Ft. to 1?2 Ft. completed: 11/11/94 from Ft. to Ft. GEOLOGICAL DESCRIPTION: 8) CASING, BLANK PIPE, AND WELL SCREEN DATA Frm To Description Ois New/used Description From To Gaga Casing Screen 0 - 32 dark brown reddish 4 N Blank PVC +3 140* brown serdy clay 4 N Nillslot PVC 140 170 32 52 reddish clayey sand 52 1W light brown silty sand r 136 190.5ton and gray limestone 9) CEMENTING DATA Cemented From 0 Ft. To 136 Ft. No. of Sacks Used: Ft. To Ft. No. of Seeks Used: Method Used: t l Cesnnted By: Ni Plains Drilling, Inc.. I 10) SURFACE COMPLETION Approved Alternative Proceedurs Used 11) HATER LEVEL: Static Level : Ft. Below Ground Level Date: IArtesian Flow: GPM. Date: 1Z) PACKERS: Type Depth 13) TYPE PUKPs 14) WELL TEST: Depth to Pulp: It, Yield: GPM with ft. drawdosn after firs. 15) WATER QUALITY: Type of Water? Depth of Strata Was Chemical Analysis Node? NO NO --Did drilling penetrate any strata containing undesirable constituents? if TES, sand REPORT OF UNDESIRABLE WATER XMPANY MANE: Hi Plains Drilling, Inc. WELL DRILLER'S LICENSE NO. 3240 a For TWC use only a DORESS: P. 0. Box 730 CITY: Abernathy STATE:TX ZIP:79311-0730 a Wall go. a s a Located an Map n I hereby certify that this well was drilted by me (or under my supervision) ■samassaaassara:aaaa■=:sssUs.a LJ and that each and sit of the statements herein are true to the best of my knowledge and belief. I understand that failure to cagA ete items 1 thru 15 will result in the log(s) being returned for completion and resubimittal. (Sign Below) (Licans it tr) (Sign Below) (Registered DriLter Trainee) twet) �..CN���rf 44\4 — E Z STATE OF TEXAS WELL REPORT Texas (later Coma. Poo 13087 Austin,TX 7WMI i k 1) OWNER: City of L:hbock ADDRESS: P. 0. Box 2000 City: Lubbock State: TX Zip: 79457 2 ( JTION OF WELL: County: Lubbock , 5 Miles in W direction from Lubbock LEGAL DESCRIPTION: i a IX SEE ATTA000 MAP 3) TYPE OF WORK: New Welt 4) PROPOSED USE: Monitor 5) DRILLING METHOD: Mud Rotary 6) WELL LOG: B65/P13 DIAMETER OF ROLE: 7) BORENOLE COMPLETION: v4V -11 Diameter From To Gravel Packed Date Drilling: 10 0 172.5 If Grovel Packed.. Give Interval Started: 11/10/% frog 132 Ft. to 167 Ft. Completed: 11/10/94 tram Ft. to Ft- GEOLOGICAL DESCRIPTION: 8) CASING, BLANK PIPE, AND WELL SCREEN DATA From To Description Die Now/Used Description Frm To Gage Casing Screen 0 4 dark brown sandy clay 4 N Blank PVC +3 137 4 62 brown clayey sand 4 N Millslot PVC 137 167 62 87 light brown silty sand 87 92 dark reddish brown clayey a" 929 171 light brown silty sand 171 172.5yelloWgreen claystone J 13) TYPE PL04P: 9) CEMENTING DATA Cemented Frem 0 Ft. To 132 Ft. No. of Sacks Used: Ft. To Ft. No. of Sacks Used: Method Used: Casented By: Ni Plains Drilling, Inc- 10) SURFACE COMPLETION Approved Alternative Proceedure Used 11) WATER LEVEL: Static Level : Ft. Below Ground Level Date: Artesian Flow: ON. Dates 12) PACKERS: Type Depth 14) WELL TEST: p _ Depth to Pump: Ft. Yield: GPM with ft. drowdown after hrs. ai 15) WATER CUALITYs Type of Water? Depth of Strata Was Chemical Analysis Made? NO [A - f NO --Old drilling penetrate any strata containing undesirable constituents? if YES, send REPORT OF UNDESIRABLE WATER COMPANY NAME: Bi Plains Drilling, Inc. WELL DRILLER-15 LICENSE No. 3240 o For TUC use only if :f ADDRESS: P. O. Box 730 CITY: Abernathy STATE:TX ZIP:79311-0730 n Watt No. es i. o Located an Map o 1 hereby certify that this well was drilled by me (or under my superyfsion)''- and that each and all of the statements herein are true to the best of ay knowledge and belief. I understand ,1 that failure to emplete items 1 thru 15 will result in the tog(s) being returned fen eospletion end resubmittaL. (Sign Below) �Icenr wall nit er) (Sion Below) (Registered Driller Trainee) *--4 w&A." ww.., Ir, w..IMl.,a --a 6— toner!! Y A SAW 11ee7 A-0. ?Y 7 "t-A' nfi ere.... — Wr � ATTENTION 0V*Wb Cw hWitalhr Taw Wal» w@N Dews - - PrMepe Nofka on Romse sfhio Stilts Of Texas PA Box 13M eoh.�o WELL REPORT AuMJ0. (XM114W 012-2394MI30 1) omm Cxv Of Lubbock ADDRESS R O. Box M Lubbock U . a QAWO) ib'+W a RFD) (CM caw) RIP) 3) A)DRESS OF rasa r . CM* Lubbock amil 2"" ($Wad or RFID) pW PWO RIPi 3) TYPE or WORK (Chock): 0 NOV WON O Deepsmv CI R l wi IMM i 0 C) Pkvft 41 PROPOSED use (Check►: fd MwAw G ErwYeranardfl Soll iMhW O oommew 0 Mdu*W C1 kripWm [3 ktJ mdm 0 Pd& a ffil 0 Dwwdwinp 0 TeshwO lr ubft f3upphrw k wars pane suWnwed to dw TNRCCJ Owe D No W Lot u 4ilLm Long 101 w,t M s) WBL LoAi-Jm i3 Date Drdww smrted 1@a is „a_ Cw*okd Um 19 -1L DMIAETER OF HOLS 7) DR)1 U4 MEfi10D (Chodtx CI DrMn GAM Rotary a &W Rdery O B WW 0 Air Horw w 0 C" root O Jstlsd Mahar Die.. Orr) From (IL) To M 7 Its surface 163 From py To aW DsswlpBon end color of kanstion rndwla) 1) Baehob CompMnon pbeckO O OPM lbb O 31ra10 - WON G undwnanwd IN Onsral Packed 0 cow / oraval Packed ytve krtrral .., beano us a ro a o 3 SON s 1t sarW 11 22 sand a catiche rock 1 CASMO KANK PIPS AND WIU SCMM DATA: 22 p send, Db. ¢n.) NOW or Used Shod, PiseSs, Ohs. Fw/ Sb 1K Moe sateen w if comrnwoisF Suld'a0 (a) ace adk4 Scowl p too sand a sandstone From To tso I rock, send, sandstone. clay& gravel streak 194 163 blue & yellow clay 4 N Blank PVC #3 130 4 N sere" PVC 130 1p An S) CIMAIR l IG DATA (10de 33L44(1u Cwn ded flan 0 a to 1 _ a No. of sacks used 129_ Lb M_ a Pb. d saolu usedbok ohm . Mellrod used Canw0ed by HI Pfatns Of inm knee Distance lo sepdc apatear Said In" or abw conoenbotad conbanbstlon a hAMbod of vwWoetton of above distance 10) UMPACE CompLETION 2 speaiW Sudwe Slab kmWW (Rife 3MA4(3)" 0 specNed stud Woven krbtied Pals 33&44(3)(q El PkW" Mep ar Used (Ru1e SS 4'l"M D Appowd Atiwnedwe Pmosdum Used "330.71) (Use Arwae aide Mneossaaryj 13) TYPE PUMP: i] TutbUm 0 JM 0 Subwmaibie 0 CyMidw O cow Depth to pomp bow* Minder. K ate.. a 14) WELL TESTS Type Tw* 0 Pump 0 Salter ' 0 Jetted 0 EsWWA6d Yip f - wish S. dwWdown Mw Inn. 11) WATER LEY& Wiens level a below land e , I Dale Ads"Am Dale 144 WUNt QUAWY: Did YW krwA4n* pwwk*W &W Ws4 wfdoh contained wrdedrebb oceatitmW G Yes ® He N yes, udw* *REPORT OF UNDESIRABLE WATER' Thwdvnw Depth of ante Was a dwrkw en*isb made? 0 Yes 0 No 12) PACKERS: Two Deplb I hereby owtlry Web this wet me drMed by fn (or under nq mWervialorr) and Md eeah and sN d tie etelefnwnts heroin we bw lo the bast of my kwAedpe and bass/. I umdarstand pal knpnfe to oonnpleb tterrna t tMr t6 wet nwuM N Ibe too(aa Mlap taAtfnad to m' 10Mloa and naubrtdlW. COMPANY NAIE HI Phahs Dt1MMn hre_ WRL DRRLER'S LICEM HO: aa4t7 Elbe arp*4 ADORE" lsr..a «Rt+dj I�aN !� Sieaeaed VyeM ( p{giMsned OANw ttdeaa) Please atteeh deck Mo. dwnicM anelyss, and other putinent Wormatim% N avaSebi& rratw�-0lvvQ w.11-l-vq Send orickAlpiVy by eenabd melt to; TNRCC P.O. BOX 13MT TX 7M 14M Poo" ATTENTION CWNER: CWW44MMYy T"n Wdw Well DrOm Advise 1 op Nbfto on Rovww SAob State of Texas o �; WELL REPORT 2) ADORM OF WUL: Carl LW&d. GRIDS 2 A� or RFD)taM (�) Rip) !) TIM OP WORI((Chookk 4) PROPOM USE (Checkk 0 LbnXw O Em*cn wW 80 Smb+o O DomNtb 5) la New We,9 O Deepening O kdudid 0 krigadop O bnjeciion 0 Public Supply O D rin9 O TOONO Lat 33 49ASN O Rsm AMoning O Plugging 9 Publik SuppM wd, wen plane "Wroltled /o dw TWOM O Yee 0 No Lofq 101 ".27w 9) WELL LOGMW u OtANETIR OF HOLE 7) DRU NG MRTNOD (Chocl* . O 0*44 ode, Drove. Dh.. 00 From (A.) To (R) O Air RoWy 0 Mud Rdwy O easel oft led 1r4D 19 AL7 7A Surlon 170 0 Ak Heamer 0 OaWo Tod O Jelled Con idid 1@919, Doom From A4 Tom Daewipaon end odor d farmeiiow meterid 9 a "a 3 18 aMty and a eelkrw redo Week u N brown sandy Clay A wldslorw 4n a rb,e amd. sardaM" 9S 99 Foal a 111 am egad. day a MrAstora streak 111 149 bmm day. sand a sendetaa 1" 154 rods atnak. sand a gravel dradt 194 179 bl" day nwmae, okw 0 TwMw O Jd O SubmwelWe O CylhlMr O cow Oeptln to pump WA M. Minder, )et. etc., L 14) WELL TE M Type root O Pump 0 Baw ' 0 Jelled O esawa"d Yidd• spm veal R. d mwdawn alter Ma. Ob) Yw M (iN p*1 w7 ahate mb! =rAmI ned wwlesiroblo odn muenMT 0 Yea 0 No Egee, submit*REPORT OF UNDESIRABLE WAURR' Type dvnMR Depth of loam Was a ellarYest ww4v k wade? Cl Yea O No 91 swohoM Q.ompletlon [CMoek): O op" Hole O straight wal D Undwnnned 0 Onvd Peabad O 09nr K Qrnei Peeked *m bdwvd ... hem 130 tL b 19S 1L CASING. RANK PIPE, AND WILL SCREEN DATA: sY Die. (iu.) New or Wed swok Ptwrio, do. PWfN Skftd. dc. so een mro.. Eoornm- I, Gap Galilp screw From To 1 4 N Weak PVC •3 130 4 N 9p+MFl►M 135 1a A29 9) CfTM NfM DATA Ph"33L44(1)] Comeded lent 0 9. b 2„. ft Na dandy used —JZL— a to _ 130 9. No. d snake wed ImbaboL Method used Cor-ded by M Molt IMIR n. ins. Oo um to sepdo evOw fold Hms at other oanoenaawd *mW"betion A. MOW of ved4collm of above, distance 10) SURFACE COMPLKIM 0 SpecNed *mom e, SMb hdmftd (Rule 33SA40" 0 specKed SMd Moon Installed (Rule MS.44MO)l O Pft" Adepler Used P W 3.3L"(3)(b)) O Approved A9mr ilm Pmmdwe used Pule 33B.711 11) WATW3tLVAL Shotb Le,ed IL Islashnd alefwo Deb PACKER& 1 hereby ow ft the gins wolf wee drilled by ma (or under fir P*wvkim) end Met each end d d the, ddwwda herein We ?roe b tin bed of my hwAA@dpe wad belief. I u nderstead that More to oomplds Barre 1 thru 13 wig moult In rio lope) being nb rued for omwledon and rewAnAW. COMPANY NAMR d ►Mbrs arlabin. tnc. W@.L OMILLETCS LICOIS! N0. So217 (rfoe erpden) (dluss� 910h MAO vwe PNaae Mock dedrk lop, A -mlcal wiyah6 and 06W pwtlllwd In mwdorr, E svdlalOL era...rwhwd.....r. t--AWL.hw.n L- TNYP.- 0A M.e 4WWr a... L. TV IRM4-WW All--.— Al-6 &.6 AT ENTM oWl-ft COA*WM&W State of Texas Tunas WMW WON DOWS A*#lWy Coundl PdW*go Noftt on Reverse SMP WELL REPORT ►.a BOX 13MT Awtln, Tx 7sy1147 s12.=4= ,) Ow"Ut Ckv of Lubbock ADDRESS P. a Box 200o LJ�Q1iSK Tx 79M (NUM) (Sh+at at RFO) (aM (SIX10) Wp) 3) ADeRM OF WMA.: Csedy Lubboet owes 224" l�e►�) (mod � � S) TYPE OF WORK (Cheek) B Nave Wit O Deopenbg D RsoawNBWrig a Pko&v 4) PROPOSED USE (Che ft GO l m*w O &wkwwmW soli 8akq O Dam mft C) khdtwtrlal O bdumdon O 1 i ctloe O Puhio Suppy O Dwwdwbg O Temb"I N PWft supply va t were plans u m Bw T?Sk= O Yes O No IA ' l �4 .3 142 YSAJ �,� i �( 55•w A i) VO.L LWMW 1B Dais Ortw wArMd 1r281 S -K- Camo@Wd ti281o_U_ COMM OP HOLM 7) t>+tnuma ldwmo (ctww* O o&m O Ak Rotary O Mud Rat" G Nand C Ak tkuramr t3 Cable Toot O .%&W aOlbw DM. (kh,) Fran (Aar To (A.) 7 7A surfece 17t From pry To pry Deearip8on end odor dtomm llorn anetw1 01 Borehole Comhplellon (CMeky. O Op" Hole O atrslpht V" O Wdecrewned 0 43raeN Padwd O Clhw r GmW Pwksd *e kduvd _ ltarrh 136 fL b a 0 Is No i 21 swld 21 2S sandy clay, callehe rock steak CASNO, MAW MM AND WELL $MM DATA. 2S M sandy Jaya, sand Dw (try Naw w Used Sbd. PlaaBe, ala. PWf Statlad, mk% 3ceean VAP , jr oomprnet 11 Seat/ OL) GOP Car6q Server N a roe* Twee To is 118 few sand, day A, sathddone 111 150 browm day, sand S,sandstone 4 N Bunk PVC +s 140 180 188 metro sand, Nay • sandstone 4 N Scher PVC 140 170 AM 1 SS In rock sthalt A Wavel streak 1is tat "Nowday �a 17s yeftwS, bare day s) CawNTBto DATA Pub 33L44(1)( Can wdsd flan 0 fL is 130 a No. of sears wed 120 tL b 135 IL Na of sacks used JokabL Method used Cwnarded by M Plans QMtncL, ljkL Dlataaee M apw "dam Bsid Anes a atwr mroerkew owdus" aatloa Method a(varlOcedon of above 4khuM (tine mmse ands Arracessaw 1s) TYPE PUMP: 13 Twbbw 13 Jet O submwzWe o cylrWw O Othw Depth to pump thou N . oyorhder, jet. etc., IL 10) SURFACECOMPLETOON M SpocMed sudwoe SMb - l ill d (Ruts 338.440 W) a speeiited Steel SMeve kwW" "338.44(4)(Iyj O PYlsea Adapter Used (Ride 33L44MO)l O Approved Alternative Pmoo& a Wed Pkim 338.711 14) VALL TESTS: Typo Teat G Pump O Eetw O JaWd O EdkWW Ykhkk ppm mAb R. dr& dosm of w Ms. 11) WATER LEVa StWo Level R. bdae lad wdlace Dub Arbeden Bow in Date is) VMTM OMUTY: Aid tau bwwkgy Penetrate ay shots wN , I awdakwd undesirable emAbonls9 O Yes 8 No wyae.w*wt'RWORTOFU AMEWATEW TWO of wddf Depth of Witt vim o drwmw wwyeb made? O Yes Q No 12) PAtXS: Type Depth 1 hweby oar* tkd ads wet was drUbd by me (or under any supervision) and that each and si of mo dAoam* hwmb are tmw to In best of my k ovAodae and bSd. 1 endwelwhd lust hBhwe m oompMM Iterm 1 tlNp 16 wtM recall ie the ie0(� wM0 relwned for oognpieNolh cad resubmiBal. COWANY NAM M PUkn Orlibm 80217 ar pdn9 ADDRESS P. O. aoa7si Abenh.Mr Tx 70311 - mWeer«Am am -_ rat (slaws) p,wrree w.a t>rWrr) OrNlrr naYnetl 1 ?Maw attach electric log, dnewdeal analysts, Ma 941w perthwo Intonma*m, N wellable. TNmQG4Ita mw. l l-,-" hticwl- zZ STATE OF TEXAS WELL REPORT Texas Water Came. PON 13087 Auatin,TX 78711 ME �� ' Y of Lhihboak ADDRESS: P. 0. Box 2000 City: Lubbock State: TX Zip: 79457 DCATiun- OF WELL: County: Lubbock , 5 Kites in W direction from Abernathy EGAL DESCRIPTION: rEE ATTACHED MAP YPI: OF WORK: Now Welt 4) PROPOSED USE: Monitor S) DRILLING METHOD: Mud Rotary TELL LOG: 19/PZ DIAMETER OF WEE: 7) BORENDLE COMPLETION: Diameter From To Gravel Pecked a Drilling: 10 0 185.5 If Gravel Packed.. Give Interval y' Started: 09/14/94 _._:_....__ .. _ from 143 Ft. to 178 Ft. :aspleted: 09/14/94 from Ft. to Ft. { L06IGL OESCRIPTIOH: 8) CASING, BLANK PIPE, AND WELL SCREEN DATA as To Description Die Now/Used Description From To We Casing Screen 2 dark brown sandy clay 4 N Blank PVC t3 148 57 brow clayey sand, fine 4 N Screen PVC 148 178 .t grained N bran silty sand Y,. 93 dark bran clay 117 brown witty sand 7 •'S, brown sandy clay 5 brown to tan silty sand 9) CEMENTING DATA 10 10 yellow green clay Cemented From 0 Ft. To 143 Ft. No. of Sacks Used: Al 11 185.5tan limestone Ft. To Ft. No. of Sacks Used: Method Used: Ceemsntad By: Ni Ptains Drilling, Inc. 10) SURFACE COMPLETION Approved Alternative Proceedure Used 11) HATER LEVEL: Static Level Ft. Below Ground Level Date: Artesian Flow: WN. Date: 12) PACKERS: Type Depth 3) TYPE PUMP: 14) WELL TEST: Depth to Pump: Ft. Yields GPM with ft. drewdown after hrs. 5) HATER QUALITY: Type of VatW7 Depth of Strata Was Chemical Analysis Made? NO NO--ntd drilling penetrate any strata containing undesirable constituents? if YES, send REPORT OF UNDESIRABLE WATER Hi Plains gritting, inc. WELL DRiLLER'S LICENSE N0. 3240 a Far ?SIC use only ua JANY MALE: ADDRESS: P. 0. Box 730 CITY: Abernathy STATE:TX ZIP:79311.O730 a Nell No. a a Located an Map a I hereby certify that this well was dritled by me (or under ay supervision) Yy and that each and all of the statements herein are true to the best of my knowledge and belief. I understand that failure to complete items 1 thru 15 will result in the tog(s) being returned for eahpletion and resubmsittal. (Sign Below) f[ic+aed W,0l Or or) (Sign Below) (Registered Driller Trainer) Texas Warier cou=isslon A. Monitor Well Data Sheet HuALCipal5$ llid Waste oivislon F ��dee or Site Name: City of Lubbock TpH pew �.. 2252 :unry: Lubbock MordW Welt 1.0.•No.: MNMW-I Date of Monito( Wag InstaiMom9-12-94 0atiof Monitor Wag f tonitor Wen: Latitude:33048' 45==. Lonotude:IQl° 6-� ' 22=' Development:8-2Q-98 Monhor Well Gmundweler Morftr WOR Cnmer Gradient: Up7adent Y, 0owrigradent Name: Hi gh Plains Drilling, MOM License No.: 50217 (A)TU Infaamadca shown m the d=h below sttoald be cotmt oul the minim— mq*ed foram humBed grand wanir morfor aen. (B) Rgtarc Ali Depths hem Sutfaoe Elevation and ail IIavadau relative m Mean Sea Laval. (C) The rnialm= dissacce between the inyi& w u of the Bate Bobs and the oWstile of the Well Casing shall, be 3". (D) Use Rush Screw Joint Casing only.2" diameaes or larger. Rawinmend 4" diamaar minimum & Tat7aa Taping Casing Joints. M WeR development should aoatiutte mml watw b dear and pH aaif caa dtx4vity ate stable. Geologist. Hydrologist er Ergvmor Supervising Wee wmdatiom Gary McKenzie I i c No- 32AM Stacie Water Uvel E[evatlon (with respect to MM4 agar Woe Oeve"mem : 3231. 7 - -- Nanre d Gooiogic Formadcrt(s) in which Wolf is ooWted: Qga l 1 a 1 a Type of Locking Devfcs; Concrete Surface Pad • Recommend Steel reinforcement In the Surface Pad. S=.',ce Pad Dimensions: mutt ce +vation: 3376.7 IOM Concrete Seal cepth: 0 Casing Seal (Bad-----•�••-- Material: Hole Plua 8entorstte Seal Fitter Pack Filter Pads Material: gavel Packed _ Sterilized Sand or Glass Beads Well Screen . Top Depth: _ i an Top Elevation: 3236.7 pe of Weli Screen: Sch 40PVC -..re1 en Opening Size: Type of Casing Protection: Meja I ♦--Top of Protective Collar Qevation: 3380.39 l ,----rTop of Casing Eievatiorc 3379.69 • f Surveyor's Pin Elevation: 3377.09 "entorate Seal Top Oaptft: 130 PevaWM3245_.7.._ +-tamer Pads Top Oepth: 135 6evadom ,3241 _7 Well, Casing Type: PVC Size (dameter) : 4" Schedule cr Thidoesx Sr h. , j i 1 a ,AO Cap roopth:1611� Sets Hole Oiarrteier: 7 7/8' Texas Water Commisaioa A. ' .Mlonitor Well Data Sheet Municipal SolLd waste Oivisian or Site Name: City of Lubbock SK 67 ' TOH Permit No.: 2252 ,.,nty: Lubbock '-`"�""•' Monitor Well 1.0. No.- �'*2 )ate of Monitor Well Instauation: 1/26/98 Date of Morftor Well . .tonitor Well: latitude: 3333� Longitude: 10� W Development: 8-20-98 Aonitor Wei Groundwater Monitor Wed OrNw Gradient: 1pgradient 'L, Dawti radlent N*„e. High Plains Drilling QTE" License No,; 50217 ►)The info rn adon spawn in the d at ch baba should be cowid=d the min bm required Gar an iaPAW growd-enter ai cot welL �) Rep= All Depths from Smface Elw adoa and all Elevadens aladve to Mesa See La d. )The minimna distance between the iasfda mtll of dwilooe Rote and the oruside of the Well, Casing shad be 3". )) Use Flash Sneer John Casing only. Y diam= or largo Raaommend V diametes minimum & Teflon Taping Casing lours. Well develop nmt shoxtld co tit anal water is demo and pH and coadnctivity am stable. eclug;st. Hydrologbt or Engines supervising VUoU tnatarasion• kenzia Li c. No. 3247WY li - Atie Water Level Elevation (with rasped to MSt) Aw well Dev.bpsm.nt : 322092 ame at Geologic Formations) in which Welt to aompletelk OQa I i A.� 1 a� .r,.., ype of Loddng Device: Padlock Type of Casing Protection: Meta _ I4ncrete Surface Pad - Recommend steel tirdorcernent In the Surface Pad. +---Top of Protective Co4w Elevation: 3365.98 ;udacQ�Pad --Dimensions: Top of Casing Elevation: ,3365.92 C 3362. 1--Surveyors Pin Elevation:, �363.43 _ .ion: 9 :oncrete �e:sl ;epth: Q rasing Seal (H 1 P Aatedai: o e lug sentonite Seal Filter Pack rilter Pacts Material: Gravel Packed Sterilized Sand or Glass Beads Well Screen . Tap Depth: 135 Top ElevWlon:3,227.9 T of Well Screen: Sch 40 PVC ((1 c Jn Opening Size: t J.020 "ardonite Seal Top Depth: 195 _ 9evatlarc 23L.9 ~derPadc Top 130 eovali= 323322. 99 1, Well Casing Type: avr. .Size (diameter) : 411 Schedule orilddtrA= crhadule 40 Cap (Depth: 160 Bore Hale Diameter 7 Z jjj ,' A. ' Monitor Well Data Sheet a� f or Site Name: Ci ty of Lubbock - _ .nty: Lubhgck ,ate of Monitor Well Instailation: 1/20/98 lordtor Well: Latitude: 33_48,15NLongitude: 103' ; . 2,1 W Texas Water Commission Municipal solid Waste Division U 67 TOH Pemdt No.: 2252 Mordw Wen 1.0. Date of Monitor Woo Development: 8/20/98 0 for to Well Groundwater Monitor Was Omer. GradeW.. Upgradient ,�L Dovmsradlent Name; E i gh EWAS _llri 11 i ng 2M Lkanse NO- 0917 )The i ftmaaon shown in the slcetich bdoa should be =ddeeed die minimum mgdmed for = btuailed grotmd waver mornk= WIL ) Report All Depths I= Slufxe Mevadon and all Ekr4aens ndadve to Mena Sa t aveL ) The minim= distance botwecrr dia WsWe avail of die Baca Rota and die outside of the Wed Casing shall be 3". ) Use sash Screw 7oim Casing oaty, r diamexr or larger. Recommend 4" diameter -btimma & Taft= Taping Cuing Joints. ) Well driclopaieat sboald condow mull water is claw. and pH aW eoaductMty am stabiia. mlogLV. Hydrologiatar Engineer Supervising Wed 1nualladm Gary McKenzie Li c. No. 3247WI aft water Level Elevation (with reepea to MSL) after Weil E)wek .alert: 3219. 06 uns of GodNie For nwJon(s) in which Well is oamplotod» Oga 11 a i a rpe of Locking Oevice:. oncrete Surface Pad - Recommend steel inforce rent in the Surface Pad. .,mace Pad Dimensions: 6' X6" �rf Jon: 3362.7 �ie3ililirilil?'i�i •onc rate Seal Eepth: 0 rasing Seal (Baddill) taterlal: Hole P ug Sentantte Seal Fitter Paco: _ biter Pads Material: Gravel Pack d sterilized Sand or Glass Beads Nell Screen Top Depth:.,135 Top Elevation: 3227.7 T-•-- of Well Screen: PVC Sc __' Opening Size: 0.020 Type of Casing Protection- Metal •,-Top of Protective Colter Elevation: 3365.86 bf Casing Elevation: IIAA.75 +-Sur etas pin aevation• 3363.23 — lentonits Seal Top pepft 125 9evadon: 323Z.7 `rRW Padt Top 130 E3237.7 Oepttc Geva�ort: —Well Casing Type; PVC Slze (dai:i:W : Schedule orTWcW&ss: Sc edul 40 —Bottom Cap (Depth:: 160 _f - Sore Hole Diameter. 7 7/8 Texas water Coamisstan A. MonitorWell Data Sheet Municipal Solid waste Division SS 67 i . ttee or Site Name: City of Lubbock TDH Permit No.: _Ppgp I. aunty: luhback - Monitor wellE.D. No.:. 7 Oats of Monitor Well Instaliad= 11-3-94 Date of Monitor Well r Monitor Wen: Latitude: 33047' 50" Longitude: 101 56'.16 Development•_ -20-98 1 Monitor wed Grdundwalm Monroe yYep p4pK Ciracderrt: Upgra�ern •Dow6gradEem Name. High Plains Drilling NOTE: L bum ft: 50217 (AYM inf andan dwi na is the dmch Wow should be coaddatd the minimum m quixed for an in —MA Voma&wasu maaioor yell. (8) Report All Depths tom Smufaee Ekvsdm and s11 Ekvaacos mhdm to i►4eam Sm Lav& (C) Tlbe atiaimna cL moe bem ew the ind& ara -af thw Bore Hale and die onsI'll of the WeR C4ft ftff be 3". (0) Use Flash S=w Joist Casing only. r diamate: or bqm Rmommend 4• disamer minimum a: Tenon Taping Going loiam ( (E) well dot should coadaue until wow is clow. and pH and ccedncd ttr are amble. i_;t Goabgi t."mkgwarF.�,�e,,.rg W.rtrismww: Gary Ickenzie Lic. No. 3247WY ... Static water Level Elevadon (with respect to MSL) afar WallDevelopentem : 3221.8 ! Name of Geologic Famudon(s) in which Well is cgeerplata j�}►11 a 1 a J Type of Lofting Dovice: Pam Concrete Surface Pad • Recomrnend steel reinforcement in the Surface Pad. S► rlace Pad Dimensions: 6' X 6' J+race +vation: ifE� j I '. t Concrete Seal Depth: 0 Casing Seal (BackMQ Material: unip altig eentonite Seal Filter Pack Filter Pads Material: Gravel Packed Sterilized Sand or Glass Beads Well Screen . Top Depth: 1 in Top Elevation: _ 3224.8 _ rpe of Well Screen: Sr_b"ADM .-green Opening Size: 0.020 Type of Casing Protection- Meta 1 4---Top of Protective Collar Elevallon: 3368.02 --Top of Casing Hevattort: 3367.07 • +----Surveyor's Pin E3evatfotx35.4fi _. •8ankmits Seal Top Depth: 130 98vadom -3LU $._� RAsr Pads Top Depuih: 135 Sevadon; -422Q A Well Casing Type: flvr Size (dlarnete4 : 4" - -, Schedule orThickness: t, p dfl —eottorn Cap (DepM:165 .� Sore Hole Diameter: 7 7/8 • _ r r AA Texas pater Commission !�.lorlior Well Data Sheet Hun Texas solid waste Divialon SS 67 F ":, ee or Site Name: City of Lubbock TOH gem* No.: 2252 aunty: Lubbock Monitor Well 1.0. No.: MW-12 Oam of Monitor Wen InstaiWon: 10-21-94 Oaie of Monitor Wien monitor Wec Latitude: 33"47' 50" Longitude: 41°55' 39" Oevetoptnent- R_9n__9R Monitor well Gry mh ater MarAw wall Ormer Gradient: Upgradient ,e- 00w6grarsent g �oT U=nse Nm: 5n217 (A)TW info=adat dmm in dw slouch blow should be comotdaed die wh moat mgvired for as fm allad Vamd-wum moiiaor wdl. (9) Report Alt Depdts fhOm Safte Elava dm =4 ail Ekvatiotta mbave m bunt Set LeweL (C) The mWmun distance batweea the inside wall of the Bose Mile and the outside of dill Well Casing sbaR be 3% (D) Use Fliuh Screw killt Casing only, r dill r or targm Reid 4" diamew minimum & Tellaa Taping Casing biros. (E) weR development sbould coatinee mug waam is clear_ and pH and cmmbxdvky are stable. Geotogw. Hydmwgbt or &gimw supwvwng welt hmaaakwc Gary Mckenzie Li c. No. 3247WI smk Wader Levm Hovadan (wad+ raspoat to m=J attar WON Oavatopanont : 3225, 7 t=o of G ick g* Fwmadon(s) in w! Ad WON is acn O"Im :__Qqa 11 a 1 a Type of Locking Device: Padlock Concrete Surtace Pad • Recotrmend steal reirlorcernertt In the Surface Pad. S,;�!Pad Dimensions: CI v cl i7r_ %vation: iu 7 Concrete Seal Depth: 0 Casing Seal (Aadm Material: HoleP 1 ug Bentonit• Seat Titer Paeit Filter Pads Material: rrmumi p;rkod Steazed Sand or Glass Beads Screen pepq : 135 Elevation: 3228.7 � of Well Screen: SGh 40PYC ---iven opening Size: 0.020 Type of Casing Protecdion: Metal I +---Top of Protective Cotter Elevation: 3366.96 lop of Casing Elevation: 3166.28 4.- Surveyor's Pin Elevation:33fi4 - n4 "Ontanite Seal Top Oepdr 125 98%n [on: 3238,7 �--Fker Pads Top OeptluJI( m 1213-_ well casing Type: PVC Size (m4"e4 : Schedule or ThWvmf : Cap roepth:__LU ) Sore Note Oiatneter. -7 7/8 A Well / } Sheet Texas water Commission A.Oi'ii#�i' YY�:' �C�LC� Municipal Solid Waste Division SE 67 or. or Site Name: ritX of Labbeck TOH Permit No. :_2252 ,aty: Lubbock Monitor Well I.D. No.: MW-13 ate of Monitor' Well Installation: 1/29/98 Date of Monitor Wen 4nitor Well: Latitude: 33°48.56N Longitude: 011 *65.52W Development: 8-20-98 orftor Well Gmundwater . Monitor Wed Ordlar. . j Graolent: Upgradertt _ Dowrigradent _ j_ ire: High Plains Drilling 2T Licems hie.: 5n917 - Mbe intarm dolt shown is the sk=b below should be cansiden~d the minimum eegnited 6w an installed -wager monimr welL { I Report All Depths lstam Swfatce Ekvadaa and all Elevadons mWve to frfean Sea LeveL The mini oun disrachee between the inside wall of then -Bate -Rolm and the outside o[ the, Wd Casing shall be-3". i use Flush screw Join Casing only, r diaaheodr or larger. Recommend 4" danteux minimum & Teflon Taping Casing Joints. Wei development should cuointimre an& wager is dear. nerd pH aul conductivity ate stable okgls . Hydrologist or Enghwer Supowhh g Wed Instapadon: As, rX Ur Ifen 7 i o I i r u 1 9A7W j itia Water Level Elevation (with respect to MSL) alter Well Developoment : �1232-_ S7 me of Geologic Forma dw(s) in whidt Well is omr4Asud:__Qp j A 1 a pe of Loddrtg Device: Patllnck Type of Cawing Protection: _l+letaI mcrete Surface Pad - Recommend steel intorcement In the Surface Pad. utace Pad Dimensions: � a Jon: 3367. 2 _•_ secrete Seal epth: 0. asln9 Seal (BaCkdiil) atedal• Hale Plug Bentonite Filter Pacfe [--"iter Pack Material: 6raygl Paekpd tedlized Sand or Glass Beads _ Well Screen Top Depth: 130 Top Ek wadon: 3237.2 T-^, of Well Screen: Sch 4n PVC Sc. _.. Opening Size: 3,020 4—Top at Protective Collar Elevation: i' -1;7 of Casing Elevadon: 3369.87 f---Surveyor's, Pin Slewadarr. 3367.87 - *--t3erttortiW Seal 12_ 51evadon:..32V.Z_ �FigerPads Top 125 ifeadon: 3242.2 Well Casing Type: -PVC-- Size (dameter) : 4" SChedule or TllkWes=SChn ,I' 40 Cap (Depth: 1 t;n fore Hole Diameter. 7 7/8 Texas Water Commission A. Monitor Well Data Sheet Municipal Solict Waste Division S$ 67 �p�e or Site Name: __City of Lubbbck TDH Permit No. •22;9 _ --nty: L bbr&k -- Monitor WON 1.0 No.; MW-14 ]ate of Manitar Wed installation: _1/2V9 � pate of Mwbpr Wel janitor Wen: Latitude: ° ,46NLongitude: 101055 _37W Development: 8-20-98 Aonftor Wed Groundwater Mares WON Orwor Gradient: Upgradient _ Downgradtem Name: Hi ah Plains Drilling 9= Lkorm No.: _ - 50217 .)The infamudon sim" in the A--h below should be co ddered die minitnmu tequired for as Wmdkd grournd waver moniooiw welt. t) Repwt All Depths f m Surface Eavadoo and all Ek adons reladit m Memn See Level. The minimum dismw bem vm the inside wall of the Bore Hob and the oatd& of the W44 Casing shall be 3". n Use Flush Screw Joint Casing aniy, r dimneoor or larger Rama ned V disuaetar mini -am & Teflon Taping Casing Joints• Well development should contim undi warm is clew. and pH atnd caaducdvity am stable. ooiogist. Hydrologist oe Enginew swwvbkm w.d tnatalation: Gary McKenzie Lic. No. 3247WI :adc water L" Elevation (wM n aft to MSL) after wed Davelap rent: -,123 ] - fi3 ame d Goologia Fannad*n(s) in which Wel is am"plate& 09a 11 a 1 a _ _____ __ ype of Loddng Device; 4ncrete Surface Pad • Recommend steel aintorcement in the Surface Pad. ,urtace Pad Dimensions: non • 3 9 - 6 :oncrete Seal lepth: 0 '.asing Seat (Badtfdq .-®...+ Aaterial• _Hale Plug Bentonite Seal Filter Pack alter Padc Material: Graval Parlepel _ Stedited Sand or Glass Beads Well Screen . Top Depth: 35 Top Elevation: 3224.6 T of Wed Screen: Sch do S , )n Opening Size: _ ate: Type of Casing Protecdon: Mg jaj +—Top of Protective Collar Elevation: 33 - 9 of Casing Elevation- ♦— Surveyor's Pin Elevation: 336Q -21 0-�entor to Seal Tap Deptlx 125 _ ♦-Finer pagt Top peplt>C a�� i _ EhevWon: 3229.6 Well Casing Type: PVC _ Sze (diamete) : 4" , Sche" or Thickness: irhadaiI dD cap (peW: 16_ 5 -- sore Hole Diameter: 7 7/8 l A. ' Monitor Well Data Sheet P• ar Site Name: _City of Lubbock - ...tty Lubbock ate at Monitor Wes Installation: �1f 98 lonitor Well: Latitude: 33°48.45N Longitude: 101055.34W lardtar well Groundwater ( Grad;ent: tlpgracunu r,_, Dowrigradent _X__, Texas water Commission Kunicipal Solid waste oivision SZ 67 TOH Permit No.: 2252 Monitor Weil 1.0. No.: NW.,15 Date of Mof for Well Development: 8-2d- 98 Monkw Wait t>ffller Nmnr High Plains Drilling t_ 2; License No.: 50217 ►Tbe infaaawl in:flown in do sk=h below should be wed the minimm tegtttre I hoc an groand•+vater monitor wen i Repon Au Depths arm Staface EL -mean and aU Elevatims rdaave w Mma Sea LlvnL i 17ha minlmUII d,smes bemven the inside-wall-af-dtG,B=Fide-tad the outside of the WeR Casing shall be 3". i Use blush Screw Jaim Casing only, r diameter or targm Recommend a" diameter minimum sit Tetloa Taping Casing Jaincs. Well devd� should =ndnue nmil watar is dent: and pH alai coadttcdvitr eta stable ologtsr, Hydrologistor ENInew supwvising Wag hdallWw: Gary McKenzie Li c. No. 3247WI a= water Level Elevation two rasped to MSL) altar web Developeman : 3231.46 me of Geologic Famudon(s) in Mid t Well is completed: l.SWIb l= �l .I pe at Laddng Device: -Padlock Type of Casing Protection: NPta I ; mcxete Surface Pad - Recommend steel Intoncemera in the Surface Pad. mace Pad Oimerkftrta: (: 1. ion: 3366.4 Oncrete Seal epm: 0—..--�- asing Seal (BackmQ aterial: HQIP PIuq sentanite Seat Filter Pack iferPack Material: Ara yPI Parked tedlized Sand or Glass Beads { _ Veit Screen Top Depth:.140_. Top Elevation: 3225-4_ Tvm- of Well ScreenSSb_Aq W Sv Opening Size: 1.020 +-- Top of Pmtectivo Collar Elevation: 3369.94 —■-lop of Caing Elevation: 3368.76 • E—Surveyors Pia Elevation: 3367.05_ onits Seal Top .._..�__ Pads Top Pevation: 23 ,A— Depf a 35 _ Swatibm �32y3-4— Wen Casing Type: per - Size (dlametO : 4" Schedule or ThIcW ess: ge-hadul a AO Sottom Cap (Depth: 170� Bore We Diameter: Texas Wafer Coamiasion A. �orl��or V1ia�i Data Sheet Municipal Solid Waste aivialon SS 67 : C-,AGO or Ste Name: Ci ty of Lubbock TOM Permit No. -_2252 aunty: Lubbock Monitor well I.O. No.:MW-2!2_ Date of Monitor Well Installation: 9-14-94 Date of Man4ar Vuetf Monitor Well: Latitude: 33°49' 24'^ Longitude: 101° 55.' S4" _. Development: R-2f)-SR Monitor Well Gmundwater Monitor Wag 0rew Gradient: tlpgraderrt_)LOowrigradere Nuns: High Plains Ori11ing c� Lkense Nat 50217 (A)Tba u1banadom sbawn, in the sk=b below sboald be condd=d the minimum teed for mn b—Ced Staund wam monimr we L (8) Rep= All Depths Scuxtt Surface Mc4doa and all E4natim a5zin w dkm Sea Lra L (C) Tba minimum K=ce bawo= the inside wadi of cite Bore i* and tba ouW& aF the Weil Casting shall bra 3". (D) un Fisch Swear Joint casing only. 2' dia Sara. R=mmead 4' eff= minbmma & Teflon Taping Casing Joiatx (E) Well dcvckVment should co =ue uca water is demo and pR wd cmxhcdft ate stable GaotogiA. HydrakgWor Engineer Supervising We! humalatim, Ga_C,y_ Mrkan7ir+ Hr.- No,,1747WI Static water Lo ml Slay*bn (with rasped to MSL) alter Wee Dewbpentem : Name cd Goclogic Formzd n(s) it which Wei is wmOatsd: Qga ] 1 a ] a Type of Locking Device: Concrete Surface Pad • Recommend steel reirdorcemerit in the Surface Pal. Sw face Pad 0imw sian3: ;u.. e •►vation: 3381.2 Concrete SAIal Depth: Casing Seal (Backfill) Material: Holl Plug Bentonit• Seal Filter Paco Filter Pads Material Gravel Packed Sterilized Said or Gloss Beads Well Screen. Top Depth: 14R Top Elevation: 3233 _ 'ylpe of Well Screen: Sch 40PVC ,Peon Opening Size: 0.020 Type of Casing Protection: Metal , i -Top of Protective Costar Elevation: 3384.68 Top of Casing Elevation: 33 4,,0� t--- Surveyors Pin Elevation: i,;A2�, 13 —8erltortite Seal Top Depth: 138 13evatlon: +—Frier Pack Top Depth: 143 Bevadom 122.8 2.— Well casing • Typo: PVC Size (diarneW : 4" Scheduie orThkknesa: scheduIF 40 7 Bottom CaP (Cepth: I8� Sam Hale Diameter: 7 7/8 LOG OF BORING NO. B38/P9 Project Description: West Texas Region Disposal Facility Lubbock County, Texas 1 Location: N 7359486.676 E 923890.73 C a U. Ground Surface E1,: ! a i T.O.S.C. Elev.: CIOL CL MATERIAL DESCRIPTION I SAWY C1 AX ICL Brown, very stiff 27 5 CLAYEY SAIN0 (SC Brown, very 10 ht dense, fine grained witTi caliche nodules and streaks ...... ... . ..... reddish brown, dense, fine grained 45 -4 r i with some caliche streaking 25:i 4 30 very dense as 35:1 4 40 AE4.; �Iji SILTY SAND (qL4I 14ght Brown, dense, A fine grained with caliche nodules and 45 streaks fine grained with caliche streaks 36 60 fine grained 37 65 70 fine grained with a few caliche nodules and minor streaking 25 7 NP NP NP very dense, fine grained with minor caliche streaking qo.J A light pinkish brown with caliche streaking and slight cementation I - fine grained with caliche streaking and Completion Depth: 161.6 Remarks: WELL MATERIAL - Schedule 40. 44nch blankand slotted i 10.024nehl flush dweeded PVC pips. Date Boring Started: 9112194 i Groundwater amountwed at approximat* 145 feet BGS. 11 Date Boring Completed: 9112/94 HDR Engineering, Inc. LOG OF BORING NO. B38/P9 Project Description: West Texas Region Disposal FacHity p'►(,�r� J Lubbock County, Texas Location: N 7359486.675 I w s I E 923890.73co C w 4 Q o oy o tam N r .$ i x• ' r g Ground Surface El.: :�' . 4 ;'� S 1 n a T.O. S. C. Elev.: ° o c o °• o a u SDI z� I a MATERIAL DESCRIPTION i ;s 31 ht cementation SILL f �•; i_BAN_rnnfinel ( 1 - brown, fine grained with caliche .•'' streaks and moderate cementation c 1 I i 2 - light brown, fine grained with caliche 20 streaks and slight cementation 2 - roderate cementation and caliche is 374 46 i - tan, fine grained with moderate Son - ' cementation 5 - white off-white with caliche nodulesX. son- 44 to 20 i 22 1 CLAY 1 CLAYSMNE Yellow Green is-'- 1 Boring Terminated at 161.6 fi I w t Completion Depth:. 161.5 1 Remarks: WELL MATERIAL - Schedule 40, 4•Inth Wank and slotted Date Bering Started: 9/12/94 i0.024noh) flush dusuded PVC pipe. Groundwater encountered st appro0notely 146 feet BGS. oats Boring completed: 9/12194 HDR Engineering, Inc. a i s LOG OF BORING NO. B68/P15 Project Description: West Texas Region Disposal Facility //J&W- Lubbock County, Texas + Location: N 7353966.506 ' w n E 924227.958 m� a; r e N s r e E Ground Surface El.: p � m g - T.O.S.C. Elev.: c 3" �, � o a 3 st , O p V a -2 co `R c j MATERIAL DESCRIPTION Z c SAblM CLAY 101 Dark Brown to Reddish Brown, very stiff :10: caliche nodules is F1$-i - reddish brown, hard with caliche nodules and streaks l dense - fine grained with caliche nodules - fine grained - very dense 1`1 - fine grained dense - very dense, slight cementation with caliche nodules and streaks - fine grained 53 1 1 3e 1 1 10 1 28 1 17 1 11 1 48 30 ` 31 I 10 NP I NP 1 NP SW4- as IO - — 11 1/l 1111%1DII UIUVVIl, ti11g ICIIICu Wllll E Completion Depth: 190.5 Remarks: WELL MATERIAL - Schedule 40. 4-inch blank and slotted I0.024nchl flush threaded PVC pipe. Date Boring started: 10/31/94 Groundwater encountered at approximately 143 feat BGS. Date Boring Completed: 1113194 g Continued Ne /DR Engineering, Inc. LOG OF BORING NO. B68/P15 Project Description: West Texas Region Disposal Facility ft-%J Lubbock County, Texas Location: N 7353966.506 r J E 924227.958 c O o ,pQ. O G o Y to m O) r .� •: `• - t Ground Surface El.: E 2 a m I T.O.S.C. Elev.: o; C o m o m tog Q. N ,,3 p$ Cl o a n Ag o to t7 ic Cr t1 iq o f ° c m SM a: 1 MATERIAL DESCRIPTION caliche nodules and slight cementation SILTY nttfin r� , 1 � so►a- � 2 - pinkish tan, fine grained with caliche a• nodules 2 r 3 - pinkish off-white, fine grained with moderate cementation E 3 � 4 light brown with caliche nodules X. - light pinkish brown, fine grained with X. X. 5 caliche nodules •�' sola- i l� - light brown, fine grained with caliche ee/9- nodules 6 7 •' 211 I.M.i i e sas- s LIMESTONE Tan and Gray 8 190-5 Boring Terminated at 190.5 feet 9 ;o 0 l _� Depth•' 190.5 Remarks: wELL MATERIAL - Schedule 40, 44nch blank and slotted Completion 10.02-inch) flush threaded PVC pipe. II Date Boring started: 10/31/94 Groundwater encountered at approximately 143 feet SO& Date Boring Completed: 11 /3/94 HDR Engineering, Inc. LOG OF BORING NO. B65/P13 Project Description: West Texas Region Disposal Facility :?A Lubbock County, Texas Location: N 7353871.061 V E 927366.503 e c o LL w a x Ground Surface El.: - ; 21 eel o ►- 06 �' 3 w o m T.Q.S.C. Elev N c m 3 .2 a°° aQz y '" J iz MATERIAL DESCRIPTION i SANDY CLAY 10 Dark Brown CLAYEY SAND ISC! Brown, dense 5 i :;V. - fine grained with caliche streaks, 49 59 13 31 ` { 17 1 14 ' nodules and lenses / 2f - medium dense, fine grained with l la caliche nodules and lenses 25 %`• 3 - brown, orange, yellow very dense with e1 31 11 28 17 11 caliche nodules, streaks and lenses 35 `4 1. 40 - dense, fine grained with caliche �; 48 r ! 45 nodules and streaks t r .., i s - fine grained with caliche nodules j i• ea 40 10 27 I Is I 11 -very dense � ��: I 55 6 t 52 -;ILTY SAM ISM! Light Brown, dense 85 70 - fine grained 36 80 - Light pinkish brown, fine grained with 4e caliche nodules 85 CLAYEY SAND (SC) Dark Reddish 9 Brown, very dense, fine grained with 92. ' 61 caliche nodules SIM SAND ISM! Light Brown 06. a` Completion Depth- 172.E Remarks: WELL MATERIAL - Schedule 40, 44nch blank and slotted Date Boring Started: 10121 /94 I0-024nth► flush threaded PVC pipe. Groundwater encountered at approximately 138 feet SGS. Rate Boring Completed: 10/21 /94 Continued Next Pace HDR Engineering, Inc. LOG OF BORING NO. B65/P13 Project Description: West Texas Region Disposal Facility ?hkq . Z Lubbock County, Texas 3 Location: N 7353871.061 ' E 927356.503 o m e •: FA a o c g V1,40 a m m `� 0 1 n Ground Surface El.: / E 2 "I a ~ W ° > 3 m n T.0. S.C. Elev.: ' o c Y: a$ c o s MATERIAL DESCRIPTION - fine grained with caliche nodules sore• fill :ANnsontimind r� 1 1_ 2 .� 63 23 a 2 / (1 3 - light brown and reddish brown with caliche nodules 3 4 - fine grained with some caliche nodules sore" j 4 r� t 5 yam. 5 t 6 e, t6 7-- — - — CtAYSTONE Yellow Green, very dense 1 72,J5 72 17 Boring Terminatul at 172.5 feet B0. 8 a Completion Depth: 172.5 Remark$: VIM MATERIAL - Schedule 40, 44nch blank and dotted Date Boring Started: 10/27/94 10.024nchl flush threaded PVC pipe. Groundwater encountered at approximately 138 feet BGS. Date Boring Conpieted: 10/21 /94 HDR Engineering, Inc. f d_� LOG OF BORING NO. B8IP2 Project Description: west Texas Region Disposal Facility 64W -2Z Lubbock County, Texas fal j i location: N 7363330.400 ' E 926422.86 c Ground Surface El.: L$ 3 I p to T,O'.S.C. Elev.-. te a o o "! °ii a c 3 o E ev u E1iR v o C7 U ia31 mi o g a , i• I MATERIAL DESCRIPTION ° ' I SA= CLAY ICI Dark Brawn, very 2. s i stiff 5 �, • ;�Q AYFY SANQ Isc Brown, dense, fine grained with caliche streaks S0 - reddish brown +� 2 % f • red, yellow, orange, and brown, very %; s< 36 dense ; ' -reddish brown, dense with clay 37 i -brown ."S� 39 ! ' r r • very dense �( : 83 60 J +' 60 ``- SSTY SANS ISMi Light Brown, very �;51 dense, fine grained 65 i v { - dense % . ,f : .4 '� s 1 31 1 s1r: :Soya;. 's pinkish light brown to pinkish off-white, very dense with moderately �' I&I r. 24 2 :95 I cemented caliche nodules and layers 9 ••'' 4 CLAY iCf E Dark Brown. vary dense with x" u s ! :95� i caliche streaks AN TY SAND iSlu!{��_ Brown, very dense, Completion Depth: 186.5 Remarks: wWE L MATERIAL - Schedule 40. 44nch blank and slotted Data Boring Started: 9/13/94 10.024nch) flesh threaded PVC pip*- Depth to groundwater not determined because of wash weary Date Boring Completed: 9/14194 I * Ung. Continued Next P -1DR Engineering, Inc. w LOG OF BORING NO. BS/P2 Project Description: West Texas Region Disposal Fatuity *U.Af-2Z Lubbock County, Texas f } I Location: N 7363330.400 aR { E 926422.86 Ground Surface El.: ;� �'� u, -9$ cN T.O.S.C. Elev.: a i a �3 1 o. � I MATERIAL DESCRIPTION 1 f newrained 7$ oLl ► 4 r� t { L1 AANDY PI AY t t Brown, very dense, ' 2 %%� i fine grained4, f SILTY 'SAyRmSAN fW & Brown, very dense, fine grained 3. 3 with clay :i4fr s 3 + M4' i - tan s 1 I IJ 7 ' - X1 ! I CLAY / MY_4JJ0M Yellow Green 181 I Ten, Weathered, Fosse 8 Casts 185. Boring Terminated at 185.5 feet { 1 �l 9 Completion Depth: 185.5 Remarks: wWELL MATERIAL - Schedule 40, 44nch blank and slotted {0.02.1nchl fkrah threaded PVC pipe. Date Boring Stated: 9/13194 Depth to groundwater not determined because of weah rotary Date Boring Completed: 9/14/94 drifding. HDR Engineering, Inc. 1� l� RULES OF THE HIGH PLAINS UNDERGROUND WATER CONSERVATION DISTRICT NO. 1 AS AMENDED JANUARY 14, 2009 RULES OF THE HIGH PLAINS UNDERGROUND WATER CONSERVATION DISTRICT NO.1 In accordance with Section 59 of Article 16 of the Texas Constitution, with Article 7880-3c as amended, and with Acts of the 53rd Legislature (1953), p. 17, Ch. 10, H. B. 56, with Acts of the 57th Legislature (1961), p. 1095, Ch. 493, H. B. 692, and Chapter 36 of the Texas Water Code, the following rules are hereby ratified and adopted as the rules of the district by its board. All rules or parts of rules in conflict with these rules are hereby repealed. The effective date of these rules is January 14, 2009. The rules, regulations and modes of procedure herein contained are and have been adopted for the purpose of facilitating the administration of the ground water laws of the state and the rules of this district. The laws of the state of Texas enable the district to draft rules providing for the conservation, regulation, preservation, protection, recharging, and prevention of waste of groundwater, and of aquifers or their subdivisions. Groundwater conservation districts are the state's preferred method of groundwater management through rules developed, adopted, and promulgated by the district. To the end that these objectives be attained, these rules shall be so construed. These rules may be used as guides in the exercise of discretion, where discretion is vested. However, under no circumstances and in no particular case shall they, or any of them, be construed as a limitation or restriction upon the exercise of any discretion, where such exists; nor shall they in any event be construed to deprive the Board of an exercise of powers, duties and jurisdiction conferred by law, nor to limit or restrict the amount and character of data or information which may be required for the proper administration of the law. The ownership and rights of the owners of the land and their lessees and assigns in groundwater are hereby recognized, and nothing in these rules shall be construed as depriving or divesting the owners or their lessees and assigns of the ownership or rights, except as those rights may be limited or altered by state law and district rules. A rule promulgated by a district may not discriminate between owners of land that is irrigated for production and owners of land or their lessees and assigns whose land that was irrigated for production is enrolled or participating in a federal conservation program. The district incorporates Texas Water Code §36.102, as may be amended, into these rules: (1) A district may enforce its rules by injunction, mandatory injunction, or other appropriate remedy in a court of competent jurisdiction; (2) The board by rule may set reasonable civil penalties for breach of any rule of the district not to exceed $10,000 per day per violation, and each day of a continuing violation constitutes a separate violation; (3) A penalty under district rules is in addition to any other penalty provided by the law of this state and may be enforced by complaints filed in the appropriate court of jurisdiction in the county in which the district's principle office or meeting place is located; (4) If the district prevails in any suit to enforce its rules, the district may seek and the court shall grant, in the same action, recovery for attorney's fees, costs for expert witnesses, and other costs incurred by the district before the court. The amount of the attorney's fees shall be fixed by the court. High Plains Wafer District Rules, Effective 1-14-09 Page 2 i TABLE OF CONTENTS RULE 1 Definitions 3 RULE 2 General Provisions ....... 5 RULE 3 Illegal Drilling and Operation of Wells __________________________________ 7 RULE 4 Regulation of Well Spacing _______________________________ 11 RULE 5 Reserved RULE 6 Construction and Maintenance; Registration and Log of Well______________________________________________ 15 RULE 7 Water Well Permits 16 RULE 8 Permit Hearing Procedures.............................................•--•------------•---........._........._......... 19 RULE 9 Rule Making Hearing Procedures,_____________________________________________________________________________________ 23 RULE 10 Permitting and Regulation of Drilled or Mined Shafts_________________________________________________________ 25 High Plains Water District Rules, Effective 1-14-09 Page 3 RULE 1 DEFINITIONS Unless the context hereof indicates a contrary meaning, the words hereinafter defined shall have the following meaning in these rules: (a) "Abandoned well" means a well that has been abandoned by the owner by filing an abandoned well form with the district and (1) capped or plugged in compliance with district rules or (2) properly equipped in such a manner that it cannot produce more than 25,000 gallons of water per day or 17.5 gallons of water per minute. Once a well is abandoned its permit and well site are void. (b) "Administratively complete application" means an application (1) for which all information requested by the district has been fully and accurately provided; (2) that complies with district rules; (3) for which all applicable fees and deposits have been paid; (4) where the applicant is in compliance with any permits the applicant holds from the district and with district rules; (5) where all necessary field and site visits have been conducted, insofar as applicable, and (6) that has been recommended for approval by the general manager. (c) "Applicant" means a person seeking action by the district such as requesting a permit, an exception, or a hearing. (d) "Approved well site" means a site granted by the board and a permit to drill issued. (e) "Aquifer" means all or part of any water bearing stratum or formation underlying the district's boundaries, including the Ogallala Aquifer, Edwards -Trinity (High Plains) Aquifer and the Dockum Aquifer. (f) "Board" means the governing body of the district. (g) "Beneficial use" or "Beneficial purpose" shall have the same meaning as found in the Texas Water Code §36.001(9), as may be amended: (1) agricultural, gardening, domestic, stock raising, municipal, mining, manufacturing, industrial, commercial, recreational, or pleasure purposes; (2) exploring for, producing, handling, or treating oil, gas, sulphur, or other minerals; or (3) any other purpose that is useful and beneficial to the user. (h) "Conservation" means those water saving practices, techniques, and technologies that will reduce the consumption of water, reduce the loss or waste of water, improve the efficiency in the use of water, or increase the recycling and reuse of water so that a water supply is made available for future or alternative uses. (i) "Destroyed well" means a well that has been plugged in compliance with district rules and/or no evidence of the well is visible at the ground surface. A destroyed well shall not be considered a valid well. 0) "Deteriorated well" or "Deteriorating well" means a well that, in the discretion of the district, because of its condition, will cause or is likely to cause property damage, personal injury, or risk to health, safety, or life and/or the contamination of groundwater within the district's boundaries. (k) "District' means the High Plains Underground Water Conservation District No. 1, having authority to regulate the spacing of wells, the production of wells, or both, maintaining its principal office in Lubbock, Texas. Where applications, reports, and other papers are required to be filed with or sent to "the district' or "district office" means the district's principal office in Lubbock, Texas. High Plains Water District Rules, Effective 1-14-09 Page 4 3 i.. (1) "District personnel" means any person employed, empowered, or authorized by or contracted to do business for the district. (m) "Domestic use" means the use of water by an individual, or by a family unit or household, for drinking washing, culinary purposes, landscape irrigation, irrigation of a family garden and/or orchard when the produce is to be consumed by the family unit, and the watering of animals used in operating a farm or as food for the farm family. (n) "Domestic well" means a well used solely for domestic use on a tract of land larger than ten acres that is either drilled, completed or equipped so that it is incapable of producing more than 25,000 gallons of water per day or 17.5 gallons per minute. i (o) "Exempt well" means a well that is exempt from permitting under Texas Water Code §36.117, as may be amended. (p) "General manager' means the general manager or the general manager's designee. (q) "Groundwater" means water percolating below the surface of the earth. (r) "Illegal well' means any well drilled, completed, equipped or operated in violation of district rules. (s) "New well" means a well that is to be drilled into the aquifer on or after the effective date of these rules. (t) "Open or uncovered well" means any artificial excavation drilled or dug for the purpose of exploring t.... for or producing water from the aquifer and is not capped or covered in compliance with district rules. (u) "Owner' means and includes any person, private or public, that has a legal right to capture and produce water from a property, except as those rights may be limited or altered by Texas Water Code f Chapter 36, as may be amended, or district rules, either by ownership, contract, lease, easement, or any other estate in the water. (v) "Permit" means authorization granted by the board to construct, drill, operate, install, equip, complete, or other work designed for the production of groundwater from the aquifer. (w) "Permitted well" means a well completed and operated in compliance with and provided protection under district rules, and for which an abandoned well form has not been filed with the district. (x) "Person" means any legal entity, including but not limited to, individual, partnership, firm, any type of corporation, estate, guardianship, trust or any type of municipality. (y) "Pre -district well" means an unpermitted well drilled and equipped to produce more than 25,000 # gallons of water per day or 17.5 gallons per minute prior to the creation of the district or in an area prior to its annexation into the district that, provided there is a record of the exact location of the well on file with the district, shall be afforded spacing protection under district rules as if it had been a permitted well and until such time the well is abandoned by the owner. (z) "Proposed well site" means the location of a proposed well as recorded on an application filed with the district until such application is granted by the board. A proposed well site is not a permit to drill. (aa) "Recharge well" means a well used to replenish water in the aquifer. E High Plains Water District Rules, Effective 1-14-09 Page 5 (bb) "Replacement well' means a well drilled with the purpose of replacing an existing well (cc) "Rule(s)" means the rules and regulations of the district compiled in this document and as may be amended. (dd) "Subsidence" means the lowering in elevation of the land surface caused by withdrawal of e groundwater. ! (ee) "Valid well' means the location of (1) a permitted well or (2) a pre -district well. (ff) "Waste" shall have the same meaning as defined in the Texas Water Code §36.36.001(8), as may be amended: (1) withdrawal of groundwater from the aquifer at a rate and in an amount that causes or threatens to cause intrusion into the aquifer of water unsuitable for municipal, industrial, agricultural, gardening, domestic, or stock raising purposes; (2) the flowing or producing of wells from the aquifer if water produced is not used for a beneficial purpose; (3) escape of groundwater from one aquifer to any other reservoir or geologic strata that do not contain groundwater; (4) pollution or harmful alteration of groundwater in the aquifer by salt water or other deleterious matter admitted from another stratum or from the surface of the ) ground; (5) willfully or negligently causing, suffering, or allowing groundwater to escape into any river, creek, natural watercourse, depression, lake, reservoir, drain, sewer, street, highway, road or road ditch, or onto any j land other than that of the owner; or (6) groundwater that escapes onto' land other than that of the owner unless permission has been granted by the occupant of the land receiving the discharge. This permission I''.. �.j must be in the form of an agreement signed between the parties on a form acceptable to the district and on file at the district office. The occupant of the land receiving the discharge must otherwise comply with all other district rules. I- (gg) "Water" is used synonymously with groundwater. (hh) "Well' means any artificial excavation constructed to produce or which produces more than 25,000 tA gallons of water per day or 17.5 gallons per minute from the aquifer or used to replenish water in the aquifer. RULE 2: GENERAL PROVISIONS 2.1 Repeal of Prior Regulations and Notice of Possible Future Changes to Rules All of the previous rules and regulations of the district have been reviewed and evaluated, and except as they are herein republished, are repealed. Any previous rule or regulation which conflicts with or is contrary to these rules is hereby repealed. District rules may be changed from time to time depending upon changes to applicable laws, rules, regulations, management plans, and other conditions or circumstances dictating change. The district, at its discretion and through appropriate procedure, may amend, suspend, or repeal, in part or in whole, these rules at any time and without prior notice as necessary to accommodate the above - referenced need for change to the rules. 2.2 Savings Clause If any section, sentence, paragraph, clause, or part of these rules and regulations should be held or declared invalid for any reason by a final judgment of the courts of this state or of the United States, such decision or �- High Plains Water District Rules, Effective 1-14-09 Page 6 holding shall not affect the validity of the remaining portions of these rules; and the board does hereby declare that it would have adopted and promulgated such remaining portions of such rules irrespective of the fact that any other sentence, section, paragraph, clause, or part thereof may be declared invalid. 2.3 Computing Time In computing any period of time prescribed or allowed by these rules, by order of the board, or by any applicable statute, the day of the act, event, or default from which the designated period of time begins to run, is not to be included, but the last day of the period so computed is to be included, unless it be a Sunday or legal holiday, in which event the period runs until the end of the next day which is neither a Sunday nor a legal holiday. 2.4 Time Limits Applications, requests, or other papers or documents required or allowed to be filed under state law or district rules must be received for filing at the district's principle office in Lubbock, Texas within the time limit, if any, for such filing. The date of receipt and not the date of posting is determinative. 2.5 Show Cause Orders and Complaints The board, either on its own motion or upon receipt of sufficient written protest or complaint, may at any time, after due notice to all interested parties, cite any person operating within the district to appear before the board in a public hearing and require that person to show cause why the operating authority or permit should be not suspended, canceled, or otherwise restricted and limited, for failure to comply with the orders or rules of the board or the relevant statutes of the state, or for failure to abide by the terms and provisions of the permit or operating authority itself. The matter of evidence and all other matters of procedure at any such hearing will be conducted in accordance with these rules of procedures and practice. 2.6 Changed Conditions The decision of the board on any matter contained herein may be reconsidered by its own motion or upon motion showing changed conditions, or upon the discovery of new or different conditions or facts after the hearing or decision on such matter. If the board should decide to reconsider a matter after having announced a ruling or decision and upon a motion showing changed conditions, it shall give notice to persons who were proper parties to the original action, and such persons shall be entitled to a hearing thereon if they file a written request therefore within fifteen days from the date of the mailing of such notice. 2.7 Final Orders of the Board The orders of the board in any proceeding other than permit hearings and rulemaking hearings shall become the final order of the board on the day it is entered by the board. 2.8 Headings and Captions The section and other headings and captions contained in these rules are for reference only and shall not affect in any way the meaning or interpretation of these rules. y High Plains Water District Rules, Effective 1-14-09 Page 7 2.9 Construction A reference to a title or chapter or code without further identification is a reference to a title of or chapter of the Texas Water Code. A reference to a rule, section, or subsection without further identification is a reference to a rule, section, or subsection in these rules. The singular includes the plural, and the plural includes the singular. The masculine includes the feminine, and the feminine includes the masculine. 2.10 Surveys The district may make surveys of the aquifer or subdivision and surveys of the facilities in order to determine the quantity of water available for production and use and to determine the improvements, developments, and recharging needed by an aquifer or subdivision. 2.11 Research The district may carry out any research projects deemed necessary by the board. 2.12 Collection of Information The district may collect any information the board deems necessary, including information regarding groundwater, water conservation, and the practicability of recharging the aquifer or subdivisions. 2.13 Publication of Plans and Information The district may publish its plans and the information it develops, bring them to the attention of the users of groundwater in the district, and encourage the users to adopt and use them. RULE 3: ILLEGAL DRILLING AND OPERATION OF WELLS 3.1 Drilling or Altering a Well without a Permit Prohibited (a) No person may drill a well or alter the size of a well or well pump such that it would bring that well under the jurisdiction of the district without first obtaining a permit from the board. (b) A violation occurs on the first day the drilling or alteration begins and continues each day thereafter until the appropriate permits are approved. 3.2 Wasteful Use of Water Prohibited (a) Groundwater produced from the aquifer may only be used for a beneficial purpose. No person may produce or use groundwater from the aquifer in such a manner to constitute waste. Any person producing or using groundwater from the aquifer shall employ all reasonable methods to identify, prevent, and stop the waste of water. (b) No person shall operate a well within the district's boundaries at a rate of production higher than the maximum allowable production granted in a permit, district rules, or other applicable law. All such unauthorized production is illegal, wasteful per se, and a nuisance. (c) All persons shall use reasonable diligence to convey water from the wellhead where produced to the place of use in order to prevent waste. No person shall transport groundwater in an open, unlined ditch or channel. High Plains Water District Rules, Effective 1-14-09 Page 8 r.., 3.3 Groundwater Contamination Prohibited (a) No person shall pollute or harmfully alter the character of the aquifer of the district by means of salt water or other deleterious matter admitted from some other stratum or strata or from the surface of the ground. (b) Groundwater contamination issues may be investigated by the district but will be reported to the appropriate regulatory agency. 3.4 Open or Uncovered Wells Prohibited (a) Open or uncovered wells are prohibited within the district's boundaries. No owner shall allow an open or uncovered well condition to exist. The district shall require the owner to either close or cap said well according to district policy and procedures. (b) If the owner fails or refuses to close or cap the well in compliance with district rules, district personnel may go on the land and close or cap the well safely and securely. (c) Reasonable expenses incurred by the district in closing or capping a well constitute a lien upon the land which the well is located. The lien arises and attaches upon recordation in the deed records of the county where the well located an affidavit, executed by district personnel, stating the following: (1) the existence of the well; (2) the legal description of the property on which the well is located; (3) the approximate location of the well on the property; (4) the failure or refusal of the owner, after notification, to cap or close the well in compliance with district policies and procedures; (5) the closing of the well by the district; and (6) the expenses incurred by the district in closing the well. 3.5 Deteriorated Wells Prohibited (a) Deteriorated wells are prohibited within the district boundaries. No owner shall allow a deteriorating well condition to exist. The district shall require the owner to either repair or destroy said well according to district policy and procedures. (b) If the owner fails or refuses to repair or destroy the well in compliance with district rules, district personnel may go on the land and close the well safely and securely. (c) Reasonable expenses incurred by the district in closing a well constitute a lien on the land which the well is located. The lien arises and attaches upon recordation in the deed records of the county where the well located an affidavit, executed by district personnel, stating the following: (1) the existence of the well; (2) the legal description of the property on which the well is located; (3) the approximate location of the well on the property; (4) the failure or refusal of the owner, after notification, to repair or destroy the well in compliance with district policies and procedures; (5) the closing of the well by the district; and (6) the expenses incurred by the district in closing the well. 3.6 Right to Inspect and Test Wells and Gather Information (a) District personnel are entitled to enter any public or private property within the district's boundaries at any reasonable time for the purpose of inspecting and investigating conditions relating to the quality of water t in the state or the compliance with any rule, regulation, permit, or other order of the district. ! High Plains Water District Rules, Effective 1-14-09 Page 9 1 _; (b) Inhibiting or prohibiting access to district personnel attempting to conduct an investigation under district rules constitutes a violation and subjects the person inhibiting or prohibiting access, as well as any other person authorizing or allowing such action, to penalties allowed in Texas Water Code §36.102. (c) An application for a permit may be suspended or cancelled by the board if the applicant refuses to grant district personnel access to real property to gather information necessary to complete an application. (d) The operation of any well may be enjoined by the board immediately upon the refusal to allow the gathering of information as provided above from such well. 3.7 Well Validation (a) No person shall drill, equip, or operate an illegal well within the district's boundaries. (b) The board may cause to be issued a certificate of validation for wells drilled and equipped within the district for which the owner has not applied for a permit, or for wells not otherwise properly permitted, provided that such wells were not drilled, equipped, and operated in such a manner as to violate any other district rules; and provided that the cost of each well validation is paid to the district as provided by this rule. Nothing in this rule is intended to limit the powers of the board to any other course of action granted by state law, or district rules, or within the prerogative of the board. (c) In order to provide for the validation of existing wells that are subject to district rules, it shall be the policy of the board that a certification of validation for a well can be issued only after the location of the well and the wellhead equipment of the well has been determined by field survey by district personnel and found to be compliant with all district rules. The cost of such validation shall be borne by the owner and shall be $1,000 per well validated. (d) The validation fee may be waived for existing wells drilled in an area prior to its annexation into the district provided the owner submits a request for validation to the district within 120 days after the annexation date of the area in which the well to be validated is located. (e) The general manager is hereby directed to establish and administer the district's program for well validation; with appeals to the general manager's well validating decisions being subject to board review at any of its regularly called meetings, or at special called meetings. 3.8 Sealing Wells (a) The district may seal wells that are prohibited from withdrawing groundwater within the district's boundaries by district rules or board order when the general manager determines that such action is reasonably necessary to assure that a well is not operated in violation of district rules or board orders. A well may be sealed when (1) no application has been made for a permit to drill a new well; (2) misrepresentations have been made by the owner, orally or in writing, regarding the well; (3) the owner has violated any provision of the state law or district rules; (4) it is operated at a higher rate of production than the maximum allowable production granted for the well; (5) the well was not drilled within ten yards of the proposed well site specified in the permit; or (6) the board has denied, cancelled, or revoked a permit. (b) The well may be sealed by physical means, including plugging or rendering inoperable, and tagged to j indicate that the well has been sealed by order of the district. The district may recover costs incurred for High Plains Water District Rules, Effective 1-14-09 Page 10 11 sealing a well under this rule from the owner. Other appropriate action may be taken as necessary to preclude operation of the well or to identify unauthorized operation of the well. (c) Tampering with, altering, damaging, or removing the seal of a sealed well or in any other way violating the integrity of the seal or pumping groundwater from a well that has been sealed constitutes a violation of district rules and subjects the person performing that action, as well as, any owner who authorizes or allows that action, to such penalties as provided by state law and district rules. (d) The owner may appeal the decision of the general manager to seal the well by filing a written request for a hearing before the board, in which case the board will hear the owner's appeal at the next regular board meeting for which notice has not already been published. The owner may also take corrective action to address the cause for which the general manager sealed the well and thereafter request the general manager to remove the seal at the general manager's discretion. 3.9 Illegal Drilling and Operation of Wells; Citizen Suit (a) Drilling or operating a well or wells without a required permit or producing groundwater in violation of state law or district rules is declared to be illegal, wasteful per se, and a nuisance. (b) Except as provided by this section, a landowner or other person who has a right to produce groundwater from land that is adjacent to the land on which a well or wells are drilled or operated without a required permit or permits or from which groundwater is produced in violation of state law or district rules, or who owns or otherwise has a right to produce groundwater from land that lies within one-half mile of the well or wells, may sue the well owner in a court of competent jurisdiction to restrain or enjoin the illegal drilling, operation, or both. The suit may be brought with or without the joinder of the district. (c) Except as provided by this section, the aggrieved party may also sue the well owner for damages for injuries suffered by reason of the illegal operation or production and for other relief to which the party may be entitled. In a suit for damages against the well owner, the existence of a well or wells drilled without a required permit or the operation of a well or wells in violation of state law or district rules is prima facie evidence of illegal drainage. (d) The suit may be brought in the county where the illegal well is located or in the county where all or part of the affected land is located. (e) The remedies provided by this section are cumulative of other remedies available to the individual or the district. (f) A suit brought under this section shall be advanced for trial and determined as expeditiously as possible. The court shall not grant a postponement or continuance, including a first motion, except for reasons considered imperative by the court. (g) Before filing a suit under subsection (b) or (c), an aggrieved party must file a written complaint with the district having jurisdiction over the well or wells drilled or operated without a required permit or in violation of a district rule. The district shall investigate the complaint and, after notice and hearing and not later than the 90th day after the date the written complaint was received by the district, the district shall determine, based on the evidence presented at the hearing, whether a district rule has been violated. The aggrieved party may High Plains Water District Rules, Effective 1-14-09 Page 11 only file a suit under this section on or after the 91" day after the date the written complaint was received by the district. (h) Notwithstanding subsection (g), an aggrieved party under subsection (b) may sue a well owner or well driller in a court of competent jurisdiction to restrain or enjoin the drilling or completion of an illegal well after filing the written complaint with the district under subsection (g) and without the need to wait for a hearing on the matter. RULE 4: REGULATION OF WELL SPACING } 4.1 Authorization to Regulate Spacing of Wells (a) In order to minimize as far as practicable the drawdown of the water table, to control subsidence, to prevent interference between wells, to prevent degradation of water quality, or to prevent waste, a district by rule may regulate the spacing of wells by requiring all wells to be spaced a certain distance from property lines or adjoining wells; requiring wells with a certain production capacity, pump size, or other characteristic related to the construction or operation of and production from a well to be spaced a certain distance from property lines or adjoining wells; or imposing spacing requirements adopted by the board. (b) For better management of the groundwater resources located within district boundaries or if a district determines that conditions in or use of an aquifer differ substantially from one geographic region of the district to another, the district may adopt different rules for each aquifer, subdivision of the aquifer, or geologic strata located in whole or in part within the boundaries of the district or each geographic area overlying an aquifer or subdivision of an aquifer located in whole or in part within the district's boundaries. 4.2 Minimum Spacing Requirements (a) All new wells drilled into the Ogallala aquifer shall be spaced from other valid wells drilled into or proposed well sites located in the Ogallala aquifer as follows: (1) a well projected to produce 17.5 to 70 gallons per minute shall be located at least 100 yards from the nearest valid well or proposed well site and a £' minimum distance of 25 yards from the nearest property line; (2) a well projected to produce greater than 70 to 165 gallons per minute shall be located at least 200 yards from the nearest valid well or proposed well site and a minimum distance of 50 yards from the nearest property line; (3) a well projected to produce greater than 165 to 265 gallons per minute shall be located at least 300 yards from the nearest valid well or proposed well site and a minimum distance of 75 yards from the nearest property line; (4) a well projected to produce greater than 265 to 390 gallons per minute shall be located at least 350 yards from the nearest valid well or proposed well site and a minimum distance of 87.5 yards from the nearest property line; (5) a well projected to produce greater than 390 to 560 gallons per minute shall be located at least 400 yards from the nearest valid well or proposed well site and a minimum distance of 100 yards from the nearest property line; (6) a well projected to produce greater than 560 to 1,000 gallons per minute shall be located at least 500 yards from the nearest valid well or proposed well site and a minimum distance of 125 yards from the nearest property line; and (7) a well projected to produce greater than 1,000 gallons per minute shall be located at least 540 yards z, High Plains Water District Rules, Effective 1-14-09 Page 12 from the nearest valid well or proposed well site and a minimum distance of 135 yards from the nearest r ' property line. (Table 1) Table 1. Minimum Spacing of Wells Drilled into the Ogallala Aquifer Well Production (factor that determines spacing of proposed wells) Minimum Distance from -nearest valid well drilled into or proposed well site located in Ogallala Aquifer Minimum Distance from nearest property line 17.5 to 70 gpm 100 yards 25 yards >70 up to 165 gpm 200 yards 50 yards >165 up to 265 gpm 300 yards 75 yards >265 up to 390 gpm 350 yards 87.5 yards >390 up to 560 gpm 400 yards 100 yards >560 up to 1,000 gpm 500 yards 125 yards >1,000 gpm 540 yards 135 yards (b) All new wells drilled into the Dockum aquifer shall be spaced from other valid wells drilled into or proposed well sites located in the Dockum aquifer as follows: (1) a well projected to produce 17.5 up to 70 gallons per minute shall be located at least 100 yards from the nearest valid well or proposed well site and a minimum distance of 25 yards from the nearest property line; (2) a well projected to produce greater than 70 up to 165 gallons per minute shall be located at least 200 yards from the nearest valid well or proposed well site and a minimum distance of 50 yards from the nearest property line; (3) a well projected to produce greater than 165 up to 265 gallons per minute shall be located at least 300 yards from the nearest valid well or proposed well site and a minimum distance of 75 yards from the nearest property line; (4) a well projected to produce greater than 265 up to 500 gallons per minute shall be located at least 880 yards from the nearest valid well or proposed well site and a minimum distance of 100 yards from the nearest property line; and (5) a well projected to produce greater than 500 gallons per minute shall be located at least 1760 yards from the nearest valid well or proposed well site and a minimum distance of 135 yards from the nearest property line. (Table 2) __ High Plains Water District Rules, Effective 1-14-09 Page 13 Table 2. Minimum Spacing of Wells Drilled into the Dockum Aquifer Well Production (factor that determines spacing of proposed wells) Minimum Distance from nearest valid well drilled into or proposed well site located in Dockum Aquifer Minimum Distance from nearest property line 17.5 up to 70 gpm 100 yards 25 yards >70 up to 165 gpm 200 yards 50 yards >165 up to 265 gpm 300 yards 75 yards >265 up to 500 gpm 880 yards 100 yards >500 gpm 1760 yards 135 yards (c) It shall be considered to be a fraud upon the district and on the adjacent landowners for any applicant to willfully give erroneous information in the application. If any owner willfully produces a permitted well at a higher rate than represented in the application and/or approved in the permit, such action may be enjoined by the board. 4.3 Place of Drilling Wells After an application for a permit has been granted, the well, if drilled, must be drilled within ten yards of the location specified in the permit, and not elsewhere. If the well is drilled more than ten yards from the approved well site granted by the board, it will be an illegal well. The district may enjoin the drilling or operation of the well pursuant to Texas Water Code §36.119, as may be amended. 4.4 Replacing Wells (a) No person may replace a well without first obtaining a permit from the board. (b) A replacement well must be drilled within fifty yards of the well being replaced and not elsewhere. (c) A replacement well must comply with the minimum spacing requirements for the maximum allowable production granted for the well being replaced, otherwise the replacement well shall be considered a new well for which application must be made under district rules. (d) A replacement well may not be permitted for a capacity greater than the maximum allowable production for which the well being replaced well was permitted. (e) A replacement well may not be replaced. (f) The location of the well being replaced shall be protected in accordance with minimum spacing requirements for the maximum allowable production for which the well being replaced was permitted until the High Plains Water District Rules, Effective 1-14-09 Page 14 replacement well is drilled and tested. Within 240 days of the issuance of the permit, the owner must declare in writing to the district which one of these two wells will be produced. If the owner does not notify the district within 240 days, then it will be conclusively presumed that the replacement well is the well the owner desires to retain. (g) Immediately after determining which well will be retained for production, the other well shall be abandoned in accordance district rules. Violation of such article is made punishable by a fine of not less than $500.00. (h) An application to replace an existing well may be granted by the board without notice or hearing. 4.5 Altering the Size of a Well or Well Pump (a) No person may alter the size or actual pumping capacity of a well or well pump to a larger capacity to increase the pumping rate of production above the maximum allowable production for which the well is - permitted without a permit from the board. (b) The board may grant permission to alter the size of a well or well pump only after written notice to adjacent landowners and owners of wells within a distance of the proposed well equal to the minimum spacing requirements for new wells of same or desired capacity. (c) If the owners set identified in section (b) indicate to the board in writing that they have no objection to the proposed change and/or if the well is a sufficient distance from other wells to comply with the minimum spacing requirements for new wells of the desired capacity then the board may proceed to decide such matter. (d) An application to alter the size of a well or well pump may be granted by the board without notice or hearing. 4.6 Exceptions to Minimum Spacing Requirements (a) In order to protect property rights and carry out the goals of the district, the board may from time to time grant exception to minimum spacing requirements. This rule shall not be construed so as to limit the power of the board, and the powers stated are cumulative only of all other powers possessed by the board. (b) Any person requesting an exception to minimum spacing requirements shall submit (1) a request for exception on a form prescribed by the district and (2) a non-refundable fee of $500 plus any other fees or deposits required by the district. ._; (c) The request shall contain the name and address of all well owners within a distance of the proposed well equal to the minimum spacing requirements for the projected maximum allowable production for which the well is to be permitted. (d) The board may grant a request for exception to minimum spacing requirements if the board finds that (1) all information requested by the district has been fully and accurately provided; (2) the application complies with all other district rules; (3) the applicant is in compliance with any permits the applicant holds from the district and with district rules; (4) a statement that the person requesting the exception does so with High Plains Water District Rules, Effective 1-14-09 Page 15 full knowledge of its import and effect; (5) all applicable fees and deposits have been paid; and (7) all t.. necessary field and site visits have been conducted, insofar as applicable. (e) Notice shall be provided to all affected owners. These landowners and well owners may appear and present evidence at public hearing, at which time the board in its discretion may grant an exception within ten days of the date of the hearing. Unless the conditions in subsection (d) have been met, the board may grant an exception only after written notice and hearing. (f) An exception may be granted by the board, without notice and hearing, if all persons notified execute a written waiver stating that they do not object to the granting of such exception. RULE 5: RESERVED RULE 6: WELL CONSTRUCTION AND MAINTENANCE; REGISTRATION AND LOG OF WELL 6.1 Responsibility to Protect Groundwater Quality All owners shall use reasonable diligence and conform to these rules related to the installation, equipping, operation, maintenance, and closure of their wells in order to prevent the pollution or harmful alteration of the character of the aquifer. 6.2 Responsibility for Well Construction and Management (a) Owners shall be responsible for the installation, equipping, operation, maintenance, and closure of their wells, and all costs associated with therewith. Each well shall be installed, equipped, operated, .I maintained, and closed in compliance with the manufacturer's standards, instructions, or recommendation, as may be applicable. (b) All wells located within the district's boundaries shall be installed, equipped, operated, maintained, and closed consistent with Chapters 1901 and 1902, Texas Occupations Code, and Chapter 66, 16 Texas Administrative Code, as may be amended, relating to the Texas Department of Licensing and Regulation's rules on well drillers and well pump installers, irrespective of whether the well is required to obtain a permit from the district. (c) Any existing well or pump that is altered, reworked, re -drilled, re -equipped or replaced must be done so in compliance with the standards in this rule, irrespective of whether the owner is required to obtain a permit from the district. (d) Well construction and maintenance issues may be investigated by the district but will be reported to the appropriate regulatory agency. 6.3 Requirement of Driller's Log, Casing, and Pump Data (a) The district requires that complete records be kept and reports be of the drilling, equipping, or completing of wells and the production and use of groundwater. The district requires that accurate drillers' logs be kept of wells; and copies of drillers' logs and electric logs be filed with the district. ` High Plains Water District Rules, Effective 1-14-09 Page 16 (b) No person shall produce water from any well hereafter drilled, equipped, or completed within the district, except that necessary to the drilling and testing of such well and equipment, unless or until the district has been furnished an accurate driller's log, any electric log which shall have been made, and a registration and log of well correctly furnishing all available information required on the forms furnished by the district. No application shall be considered administratively complete nor is a well considered valid until the permanent pump has been installed in the well. RULE 7: WATER WELL PERMITS 7.1 Jurisdiction of the District (a) The district has jurisdiction to manage and regulate within its geographic boundaries the production of groundwater from the aquifer; the quantity of groundwater in the aquifer; the quality of ground water in the aquifer; the use of water produced from wells from the aquifer, to ensure its beneficial use, conservation, avoidance of waste, and management during drought conditions; and (5) recharge of water into the groundwater. (b) The district may not require a permit for maintenance or repair of a well if the maintenance or repair does not increase the production capabilities of the well to more than it is currently permitted for. (c) The district asserts no jurisdiction over or otherwise regulates wells exempt by Texas Water Code §36.117, as may be amended, being generally wells drilled for domestic use and the production of oil, gas, or other minerals. (d) The owner of a well that is exempt under subsection (b) loses the exemption if the nature of the well changes such that the well no longer qualifies for the exemption. Within 30 days of the occurrence of any facts that may cause a well to lose its exemption, the owner shall give written notice to the district of the changed circumstance(s). If the board determines that the changed circumstance should cause the well to lose its exemption, then the board will issue an order declaring the loss of exemption and advise the owner that the well is subject to district regulation, including the duty to obtain a permit, or other regulation, as may be applicable. 7.2 Permit Required (a) No person may drill a well or alter the size of a well or well pump such that it would bring that well under the jurisdiction of the district without first being granted a permit by the board. (b) Any person seeking to perform any of the activities identified in subsection (a) must file with the district an application on forms prescribed by the district. (c) If the general manager recommends the granting of the application and if there is no contest thereon or conflicting application, the applicant may thereupon proceed at his own risk to drill such well. Should the applicant proceed to drill such well prior to the application having been officially granted by the board, applicant proceeds entirely at his own risk and solely assumes responsibility for potentially losing a well site, all expenses associated with the drilling and equipping of said well, potential expenses of the district associated with any legal proceeding relating to said well, and any and all other risks of any type which might 6'i High Plains Water District Rules, Effective 1-14-09 Page 17 be associated with said well. The application shall not, however, be officially granted until the same shall have been passed upon and granted by the board. 7.3 Considerations for Granting or Denying a Permit (a) Before granting or denying a permit, the district shall consider whether the application conforms to the requirements of state law and district rules and is accompanied by the prescribed fees; the proposed use of �s groundwater is dedicated to any beneficial use as defined by state law and district rules; the applicant has agreed to avoid waste; and the applicant has agreed that reasonable diligence will be used to protect groundwater quality and that the applicant will follow well plugging guidelines at the time of well closure. (b) The district shall consider and act on each administratively complete application for a permit. If an application is not administratively complete, the district shall request the applicant to complete the application. The application will expire if the applicant does not complete the application within 90 days of the date of the district's request. i 7.4 Time During Which a Permit is Valid (a) A permit shall expire and be void and of no force or effect if the well is not completed and the registration and log of well is not filed with the district within 240 days from issuance of the permit. (b) If the applicant makes an application to drill a well, but does not complete the work or file with the district a completed registration and log of well within 240 days of the issuance of the permit, the deposit for the permit will be forfeited and will become the property of the district. I 7.5 Contents of Permits r (a) The following information must be provided by the applicant to the district on forms prescribed by the district: (1) name, mailing address, and telephone number of the applicant (2) name, mailing address, and _.9 telephone number of the owner of the land on which the well will be located; (3) property lines; (4) the legal description of the property on which the well will be drilled; (5) the location of the well; (6) the aquifer from which withdrawals will be made; (7) the estimated rate of withdrawal in gallons per minute; (8) a statement of the nature and purpose of the proposed use of the groundwater; (9) installation and completion date; and (10) all other information as may be required by the board. (b) The following information must be provided by the district: (1) the location of the three nearest wells within 540 yards of the proposed well site for wells drilled into the Ogallala aquifer or the location of the three nearest wells within 1760 yards of the proposed well site for wells drilled into the Dockum aquifer, as ( 1 appropriate and (2) the location of the proposed well site as determined by field survey by district personnel. (c) The applicant's signature on the application shall indicate that the applicant: (1) has legal authority to - bind the owner to all obligations imposed by the district, (2) has legal authority to drill or cause to be drilled a at the proposed well site; (3) has received a copy of the district's rules and agrees to comply with said rules; i .1 (4) agrees that all information provided by the applicant is correct and true and in compliance with district rules; (5) will install, equip, operate, maintain, or close the well as appropriate, to preserve, protect, prevent the pollution, degradation, or harmful alteration of, control and prevent the waste of, prevent the escape of, High Plains Water District Rules, Effective 1-14-09 Page 18 L_ and achieve the conservation of groundwater in the aquifer; (6) is solely responsible for the drilling of the well at the approved well site identified in the application; for informing the driller of the approved well site; for ensuring the well is drilled within a ten -yard radius of the approved well site; and to abide by all district rules should it become necessary to drill the proposed well at a location other than the approved well site but within the ten -yard radius noted above; (7) will provide the district with a completed registration and log of well on forms prescribed by the district immediately upon installation of the permanent pump and prior to the production of groundwater from the well, except for such production as may be necessary to the drilling and testing of such well; (8) agrees that the application will not be considered administratively complete nor is the well valid until the permanent pump has been installed in the well; (9) agrees that the well may be used as a district observation well as determined by district personnel; and (10) agrees that upon any violation of this agreement, the board may order that the well may no longer be used until the problem is permanently f resolved to the satisfaction of the board. (d) A permit confers only the right to use the permit under the provisions of district rules and according to its terms. A permit's terms may be modified pursuant to the provisions of district rules. The board may revoke or amend a permit in compliance with district rules when reasonably necessary to accomplish the purposes of the district, the rules of the district, the district's management plan, regulatory plan, or state law. (e) An application pursuant to which a permit has been issued is incorporated in the permit, and the permit is granted on the basis of and contingent upon the accuracy of the information supplied in that application. A finding that false information has been supplied in the application may be grounds to refuse or deny the application or for immediate revocation of the permit. (f) Violation of a permit's terms, conditions, requirements, or special provisions is a violation of district rules and is punishable as provided by state law or district rules. 7.6 Deposits - (a) Each permit application shall be accompanied by a $250.00 deposit which shall be accepted by the general manager. Deposit shall be returned to the applicant if: (1) the application is denied; (2) if the application is granted upon receipt of correctly completed registration and log of the well; or (3) the permit is cancelled without having been drilled, upon return and surrender of said permit marked "cancelled" by the applicant within 240 days after the approval date of the permit. (b) In the event neither the registration and log of the well nor the permit marked "cancelled" is returned to the district within 240 days after the approval date of the permit or the extension date thereof, the said deposit shall become the property of the district. (c) All deposits heretofore made or which shall hereafter be made shall become the property of the district if such registration and log of well or permit has not been returned or is not returned to the district within 240 days from the approval date of the permit. `' High Plains Water District Rules, Effective 1-14-09 Page 19 ( F - RULE 8: PERMIT HEARING PROCEDURES It 8.1 Scheduling of Hearing (a) The general manager or board may schedule a hearing on permit applications received by the district as necessary. (b) The general manager or board may schedule more than one application for consideration at a hearing. (c) A hearing must be held at the district's principal office unless the board provides for hearings to be held at a different location. (d) A hearing may be held in conjunction with a regularly scheduled board meeting. 8.2 Notice (a) Not later than the 10t' day before the date of the permit hearing, the general manager or board shall: (1) post notice in a place readily accessible to the public at the district's principal office; (2) provide notice to the county clerk of each county in the district; and (3) provide notice by (aa) regular mail to the applicant, (bb) regular mail, facsimile, or electronic mail to any person who has requested notice under subsection (d); and (cc) regular mail to any other person entitled to receive notice under district rules. (b) The notice provided under subsection (a) must include: (1) the name of the applicant; (2) the address or approximate location of the well or proposed well; (3) a brief explanation of the proposed permit, including any requested amount of groundwater, the purpose of the proposed use, and any change in use; (4) the time, date, and location of the hearing; and (5) any other information the general manager or board considers relevant and appropriate. (c) Failure to provide notice under subsection (a)(3)(bb) does not invalidate an action taken by the district at the hearing. (d) A person may request notice from the district of a hearing on a permit. The request must be in writing and is effective for the remainder of the calendar year in which the request is received by the district. To receive notice of a hearing in a later year, a person must submit a new request. An affidavit of district personnel establishing attempted service by first class mail, facsimile, or electronic mail to the person in accordance with the information provided by the person is proof that notice was provided by the district. 8.3 Hearing Registration The district may require each person who participates in a hearing to submit a hearing registration form stating (a) the person's name; (b) the person's address; and (c) whom the person represents, if the person is not there in the person's individual capacity. 8.4 Hearing Procedures (a) Hearings will be conducted in such manner as the board deems most suitable to the particular case, and technical rules of legal and court procedure need not be applied. It is the purpose of the board to obtain all the relevant information and testimony pertaining to the issue before it as conveniently, inexpensively, and expeditiously as possible without prejudicing the rights of either applicants or protestants. t } High Plains Water District Rules, Effective 1-14-09 Page 20 s a_. (b) A hearing must be conducted by: (1) a quorum of the board; or (2) an individual to whom the board has delegated in writing the responsibility to preside as a hearings examiner over the hearing or matters related to the hearing. (c) Except as provided by subsection (d), the board president or the hearings examiner shall serve as the presiding officer at the hearing. (d) If the hearing is conducted by a quorum of the board and the board president is not present, the directors conducting the hearing may select a director to serve as the presiding officer. (e) The presiding officer may: (1) convene the hearing at the time and place specified in the notice; (2) set any necessary additional hearing dates, (3) designate the parties regarding a contested application, (4) -- establish the order for presentation of evidence, (5) administer oaths to all persons presenting testimony, (6) examine persons presenting testimony, (7) ensure that information and testimony are introduced as conveniently and expeditiously as possible without prejudicing the rights of any party, (8) prescribe reasonable time limits for testimony and the presentation of evidence; (9) limit the number of witnesses appearing whose testimony may be merely cumulative, and (10) exercise the procedural rules adopted in this subsection 8.13. (f) Any party at interest in a proceeding may appear either in person or by attorney or both in such proceedings. A party at interest is any person owning a groundwater right within the boundaries of the district who is or may be affected by such proceeding. At the discretion of the board anyone not a party at interest in a proceeding may appear. The district may allow any person, including district personnel, to provide comments at a hearing on an uncontested application. (g) The presiding officer may allow testimony to be submitted in writing and may require sworn written testimony. On the motion of a party to the hearing, the presiding officer may exclude written testimony if the person who submits the testimony is not available for cross-examination by phone, a deposition before the hearing, or other reasonable means. (h) If the board has not acted on the application, the presiding officer may allow a person who testifies at the hearing to supplement the testimony given at the hearing by filing additional written materials with the presiding officer not later than the 10`h day after the hearing. A person who files additional written material with the presiding officer under this section must also provide the material, not later than the 101h day after the date of the hearing, to any person who provided comments on an uncontested application or any party to a contested hearing. A person who receives additional written material under this section may file a response to the material with the presiding officer not later than the 10'h day after the date the material was received. 8.5 Evidence (a) The presiding officer shall admit clear and convincing evidence that is relevant to an issue at the hearing. Evidence will be admitted if it is of that quality upon which reasonable persons are accustomed to rely in the conduct of serious affairs. It is intended that needful and proper evidence shall be conveniently, inexpensively, and expeditiously produced while preserving the substantial rights of the parties to the proceeding. ' High Plains Water District Rules, Effective 1-14-09 Page 21 (b) The presiding officer may exclude evidence that is irrelevant, immaterial, or unduly repetitious. 8.6 Recording (a) Except as provided by subsection (b), the presiding officer shall prepare and keep a record of each hearing in the form of an audio or video recording or a court reporter transcription. On the request of a party to a contested hearing, the presiding officer shall have the hearing transcribed by a court reporter. The presiding officer may assess any court reporter transcription costs against the party that requested the transcription or among the parties to the hearing. Except as provided by this subsection, the presiding officer may exclude a party from further participation in a hearing for failure to pay in a timely manner costs assessed against that party under this subsection. The presiding officer may not exclude a parry from further participation in a hearing as provided by this subsection if the parties have agreed that the costs assessed against that parry will be paid by another parry. (b) If a hearing is uncontested, the presiding officer may substitute minutes or the report required under section 8.8 for a method of recording the hearing provided by subsection (a). 8.7 Continuance The presiding officer may continue a hearing from time to time and from place to place without providingi notice under section 8.2. If the presiding officer continues a hearing without announcing at the hearing the time, date, and location of the continued hearing, the presiding officer must provide notice of the continued hearing by regular mail to the parties. 8.8 Report (a) Except as provided by subsection (e), the presiding officer shall submit a report to the board not later than the 301' day after the date a hearing is concluded. (b) The report must include: (1) a summary of the subject matter of the hearing, (2) a summary of the evidence or public comments received, and (3) the presiding officer's recommendation for board action on the subject matter of the hearing. (c) The presiding officer or general manager shall provide a copy of the report to: (1) the applicant and (2) each person who provided comments or each designated parry. (d) A person who receives a copy of the report under subsection (c) may submit to the board written exceptions to the report. (e) If the hearing was conducted by a quorum of the board and if the presiding officer prepared a record of the hearing as provided by subsection 8.6(a) the presiding officer shall determine whether to prepare and submit a report to the board under this section. 8.9 Board Action The board shall act on a permit application not later than the 60`h day after the date the final hearing on the application is concluded. High Plains Water District Rules, Effective 1-14-09 Page 22 j f 8.10 Requests for Rehearing or Findings and Conclusions (a) An applicant in a contested or uncontested hearing on an application or a party to a contested hearing may administratively appeal a decision of the board on a permit application by requesting written findings and conclusions or a rehearing before the board not later than the 20'h day after the date of the board's decision. (b) On receipt of a timely written request, the board shall make written findings and conclusions regarding a decision of the board on a permit application. The board shall provide certified copies of the findings and conclusions to the person who requested them, and to each person who provided comments or each designated party, not later than the 35'h day after the date the board receives the request. A person who receives a certified copy of the findings and conclusions from the board may request a rehearing before the board not later than the 20th day after the date the board issues the findings and conclusions. (c) A written request for rehearing must be filed in the district's principal office and must state the grounds for the request. If the original hearing was a contested hearing, the person requesting a rehearing must provide copies of the request to all parties to the hearing. (d) If the board grants a request for a rehearing, the board shall schedule the rehearing not later than the 45`h day after the date the request is granted. (e) The failure of the board to grant or deny a request for rehearing before the 91s` day after the date the request is submitted is a denial of the request. - 8.11 Final Decision (a) A decision by the board on a permit or permit amendment application is final (1) if a request for rehearing is not filed on time, on the expiration of the period for filing a request for rehearing; or (2) if a request for rehearing is filed on time, on the date (aa) the board denies the request for rehearing; or (bb) the board renders a written decision after rehearing. (b) Except as provided by Subsection (c), an applicant or a party to a contested hearing may file a suit against the district under Section 36.251 to appeal a decision on a permit or permit amendment application not later than the 60th day after the date on which the decision becomes final. (c) An applicant or a party to a contested hearing may not file suit against the district under Section 36.251 if a request for rehearing was not filed on time. 8.12 Consolidated Hearings (a) Except as provided by Subsection (b), a district shall process applications from a single applicant under consolidated notice and hearing procedures on written request by the applicant if the district requires a separate permit or permit amendment application for: (1) drilling, equipping, operating, or completing a well or substantially altering the size of a well or well pump under Section 36.113; (2) the spacing of water wells or the production of groundwater under Section 36.116; or (3) transferring groundwater out of a district under Section 36.122. High Plains Water District Rules, Effective 1-14-09 Page 23 S I qgg ' f (b) A district is not required to use consolidated notice and hearing procedures to process separate permit or permit amendment applications from a single applicant if the board cannot adequately evaluate one application until it has acted on another application. 8.13 Additional Procedures (a) A district by rule shall adopt procedural rules to implement this subchapter and may adopt notice and hearing procedures in addition to those provided by this subchapter. (b) In adopting the rules, a district shall (1) define under what circumstances an application is considered contested and (2) limit participation in a hearing on a contested application to persons who have a personal justiciable interest related to a legal right, duty, privilege, power, or economic interest that is within a district's regulatory authority and affected by a permit or permit amendment application, not including persons who have an interest common to members of the public. RULE 9: RULE MAKING HEARING PROCEDURES 9.1 Purpose of Rule Making Hearings (a) A district may make and enforce rules, including rules limiting groundwater production based on tract size or the spacing of wells, to provide for conserving, preserving, protecting, and recharging of the groundwater or of a groundwater reservoir or its subdivisions in order to control subsidence, prevent degradation of water quality, or prevent waste of groundwater and to carry out the powers and duties provided by this chapter. During the rulemaking process the board shall consider all groundwater uses and needs and shall develop rules which are fair and impartial and that do not discriminate between land that is irrigated for production and land that was irrigated for production and enrolled or participating in a federal conservation program. Any rule of a district that discriminates between land that is irrigated for production and land that was irrigated for production and enrolled or participating in a federal conservation program is void. (b) Except as provided by Texas Water Code §36.1011, after notice and hearing, the board shall adopt and enforce rules to implement this chapter, including rules governing procedure before the board. (c) The board shall compile its rules and make them available for use and inspection at the district's principal office. 9.2 Notice (a) Not later than the 20`h day before the date of a rule making hearing, the general manager or board shall (1) post notice in a place readily accessible to the public at the district's principal office, (2) provide notice to the county clerk of each county in the district, (3) publish notice in one or more newspapers of general circulation in the county or counties in which the district is located, (4) provide notice by mail, facsimile, or electronic mail to any person who has requested notice under subsection (d), and (5) make available a copy of all proposed rules at a place accessible to the public during normal business hours and, if the district has a website, post an electronic copy of a generally accessible internet website. High Plains Water District Rules, Effective 1-14-09 Page 24 (b) The notice provided under subsection (a) must include (1) the time, date, and location of the rule making hearing, (2) a brief explanation of the subject of the rule making hearing, and (3) a location or Internet site at which a copy of the proposed rules may be reviewed or copied. (c) Failure to provide notice under subsection (a)(4) does not invalidate an action taken by the district at a rule making hearing. (d) A person may submit to the district a written request for notice of a rule making hearing. A request is effective for the remainder of the calendar year in which the request is received by the district. To receive notice of a rule making hearing in a later year, a person must submit a new request. An affidavit of an officer or employee of the district establishing attempted service by first class mail, facsimile, or electronic mail to the person in accordance with the information provided by the person is proof that notice was provided by the district. 9.3 Hearing Procedures (a) The presiding officer shall conduct a rule making hearing in the manner the presiding officer determines to be most appropriate to obtain information and comments relating to the proposed rule as conveniently and expeditiously as possible. Comments may be submitted orally at the hearing or in writing at the sole discretion of the presiding officer. The presiding officer may hold the record open for a specified period after the conclusion of the hearing to receive additional written comments. (b) The district may use an informal conference or consultation to obtain opinions and advice of interested persons about contemplated rules and may appoint advisory committees of experts, interested persons, or public representatives to advise the district about contemplated rules. (c) The district may require each person who participates in a rule making hearing to submit a hearing -- registration form stating (1) the person's name, (2) the person's address, and (3) whom the person represents, if the person is not at the hearing in the person's individual capacity. (d) The presiding officer shall prepare and keep a record of each rule making hearing in the form of an audio or video recording or a court reporter transcription. 9.4 Emergency Rules (a) A board may adopt an emergency rule without prior notice or hearing, or with an abbreviated notice and hearing, if the board (1) finds that a substantial likelihood of imminent peril to the public health, safety, or welfare, or a requirement of state or federal law, requires adoption of a rule on less than 20 days' notice and (2) prepares a written statement of the reasons for its finding under subsection (a)(1). (b) Except as provided by subsection (c), a rule adopted under this section may not be effective for longer than 90 days. j, (c) If notice of a hearing on the final rule is given not later than the 90th day after the date the rule is adopted, the rule is effective for an additional 90 days. (d) A rule adopted under this section must be adopted at a meeting held as provided by Chapter 551, Government Code. High Plains Water District Rules, Effective 1-14-09 Page 25 RULE 10: PERMITTING AND REGULATION OF DRILLED OR MINED SHAFTS 10.1 Purpose, Scope, and Applicability (a) This rule is promulgated under the provisions of Texas Water Code §52.101, for the purpose of conserving, preserving, protecting, recharging, and preventing waste of the underground water within the jurisdiction of the district. (b) This rule applies to all drilled or mined shafts and associated facilities within the district's jurisdiction, except those listed in rule 10.4, subsection (b). 10.2 Definitions The definitions contained in the Texas Water Code §28.001 shall apply to this rule. The following words and terms, when used in this rule, shall have the following meanings, unless the context clearly indicates otherwise. (a) "Aquifer" means a geologic formation, group of formations, or part of a formation that is water - saturated water -bearing, and yields potable water in sufficient quantities to provide a usable supply within the jurisdiction of the district. (b) "Area of review" means the surface area and the subsurface area extending horizontally not less than 2,000 feet in all directions from the maximum extension of a proposed or existing shaft. (c) "Borehole" means a drilled penetration or an artificial opening in the ground where the depth is greater than its largest surface dimension, located within 2,000 feet of a new shaft and penetrating a potable water aquifer. (d) "Casing" means the material used to seal off strata at and below the earth's surface and to maintain the structural stability of the shaft opening. (e) "Contaminant' means any physical, biological, chemical, or radioactive material or matter. (f) "Formation" means a body of soil or rock characterized by a degree of lithologic homogeneity that is prevailing, but is not necessarily, tabular and is mappable on the earth's surface or traceable in the subsurface. (g) "Existing shaft" means a shaft constructed before the effective date of this rule (the use of which remains unchanged after the effective date of this rule) or an abandoned shaft. (h) "Formation fluid" means the fluid present in a formation under natural conditions. (i) "Ground water" means water below the land surface in a zone of saturation. Q) "New shaft" means any shaft which has not been constructed as of the effective date of this rule or any existing shaft or abandoned shaft which is modified or converted to a new purpose for which it was not being used on the effective date of this rule. (k) "Pollution" means the contamination of water or the alteration of the physical, chemical, radioactive, or biological quality of water (1) that makes it harmful, detrimental, or injurious to humans, animal life, High Plains Water District Rules, Effective 1-14-09 Page 26 vegetation, or property, or to public health, safety, or welfare, or (2) that impairs the usefulness of the public enjoyment of the water for any lawful and reasonable purpose. (1) "Resident inspector" means the person or persons designated by the general manager to remain on - site to oversee and inspect the ongoing construction and operation of the drilled or mined shaft. (m) "Seismic reflection survey" or "geophysical survey' means any surface -based geophysical method which can accurately measure a response at depth of physical phenomena, artificial and/or natural, directly and/or indirectly, which is related to the underground geological conditions. (n) "Shaft' means any vertically oriented excavation, whether constructed by drilling or mining techniques, where the depth of the excavations greater than its diameter and the excavation penetrates into or through the base of a potable water aquifer. (o) "Surface facilities" means the structure, equipment, appurtenances, and other fixtures associated with .' the drilled or mined shaft, used for storage, processing, or operation, that are above the ground, but not including the shaft collar. (p) "Stratum or strata" means a bed or layer, regardless of thickness, that consists of generally the same kind of soil, rock, or material. (q) "Test hole' means a drilled and/or cored hole used to determine the type, nature, and characteristics of the sub -surface materials and the extent and conditions of the various materials as they exist. (r) "Well" means an augered, bored, drilled, or driven penetration or an artificial opening in the ground made by digging, jetting, or some other method, where the depth of the well is greater than its largest surface dimension, but the term does not include any surface pit, surface excavation, drilled or mined shaft, or natural depression. 10.3 Severability If any provision of this rule, or the application of such provision to any person or circumstance, is held invalid, the remainder of this rule, or the application of such provision to persons or circumstances other than those as to which it is held invalid, shall not be affected thereby. 10.4 Construction and Use Prohibited f, (a) Unless excluded under rule 10.4(b), the construction, use, or operation of a new shaft is prohibited, unless authorized by permit of the board. (b) The following penetrations are not within the scope of rule 10.4(a): (1) Penetrations whose primary purpose is the production of groundwater; (2) shafts incident to surface mines for oil and gas, iron ore, lignite, - coal, or uranium recovery regulated by the. Railroad Commission of Texas; (3) sanitary sewer lift stations and - otherwise approved water and sewer collection, storage, and distribution structures; (4) penetrations authorized by the Railroad Commission of Texas of less than 36 inches in diameter whose primary purpose is the ventilation of underground workings or structures; (5) penetrations authorized by the Texas Department of Water Resources or Railroad Commission of Texas whose purpose is the transmission of fuels, concrete slurries, muds, electrical lines, communications, wires, or structures, or other" utility transmissions, or bulk High Plains Water District Rules, Effective 1-14-09 Page 27 materials to or recovery from underground storage facilities of mine workings; (6) penetrations which would otherwise be defined as shafts but which, due to local conditions, do not penetrate into or through a potable water aquifer; and (7) existing shafts. 10.5 Pre -Permit Determination (a) Prior to submission of an application for permit, persons considering the construction of a new shaft, which may be defined as a shaft subject to this rule, must contact the general manager and obtain a determination whether or not the proposed activity is subject to this rule. (b) The following information must be submitted for this determination: (1) the proposed or existing location(s) of the shaft(s); (2) the activity proposed and, if applicable, the existing activity; and (3) the proposed or, if applicable, existing depth of the shaft(s). (c) An applicant may provide information supporting its position that the new or existing shaft(s), due to local conditions, will not penetrate into or through a potable water aquifer for the purposes of this determination. 10.6 Pre -Application Activities (a) Persons who desire to propose a new shaft subject to this rule must obtain the general manager's approval of plans for the drilling of an engineering design test hole on center or offset to the shaft and a proposed seismic reflection survey (geophysical survey) for the purpose of site characterization, shaft and seal design, and shaft decommissioning prior to submitting an application for permit. Plans submitted for approval shall contain specific information which will address the following: (1) test hole — location, drilling, completion, testing, closure, surface cleanup, and mud pits; and (2) seismic survey — location and number of lines, velocity control, and accuracy of resolution. (b) An applicant may provide results of previous exploratory drilling and geophysical surveys to support is position that the engineering design test hole and seismic reflection survey (geophysical survey) are not necessary. (c) After an appropriate review of the matters submitted under subsection (a) and subsection (b), the general manager (1) may allow the results of previous exploratory drilling and geophysical exploration to be ? substituted for the engineering design test hole and seismic reflection survey; (2) will determine the - requirements of rule 10.9 of this rule (relating to Procedures for Application) and the area or review; (3) will determine the fee necessary to compensate the district for reviewing the application; and (4) may require mechanical integrity investigations for existing shafts which may be modified or converted to a new purpose. (d) Persons required to drill an engineering design test hole and/or conduct a seismic reflection survey must first obtain written approval from the general manager. 10.7 Test Hole and Seismic Reflection Survey (a) A test hole will not be required to be drilled in conjunction with modification or conversion of use of an existing or abandoned shaft. i I High Plains Water District _Rules, Effective 1-14-09 Page 28 I (b) Current rules of the district, Texas Department of Water Resources, and Railroad Commission of �- Texas shall be used to determine requirements for the mud pit construction, surface cleanup, and test hole closure requirements. (c) A seismic reflection survey (geophysical survey) will not be required in conjunction with modification or conversion of an existing or abandoned shaft. 10.8 Application for Permit (a) A technical report prepared either by a registered professional engineer or by a qualified person who is competent and experienced in the field to which the application relates or who is thoroughly familiar with the operation or project for which the application is made shall be submitted as part of the application for a new permit. (b) At a minimum, the technical report shall include the following: (1) a general description and intended purpose of all facilities and systems proposed to be used for, or in connection with, construction and operation of a shaft by mining or drilling; (2) a surveyor's plat showing the exact location from property lines and survey lines, and giving the latitude and longitude of the shaft and a map(s) showing the location of the shaft for which a permit is sought and the applicable area of review. Within the area of review, the map(s) must show the number, name, and location of all boreholes and other pertinent surface features; (3) a tabulation of data of all boreholes within the applicable area of review. Such data shall include a description of each penetration's type, construction, date drilled, location, depth, record of plugging and completion, and any additional information the general manager may require; (4) maps and cross -sections, as necessary, indicating the general vertical and lateral limits of aquifers within the applicable area of review and their positions relative to the formation, formations or stratigraphic units the shaft is constructed to reach; and (5) the test of the report shall discuss the geology, hydrogeology, and ground -water use and development within the applicable area of review, and with respect to the shaft shall discuss design, construction, sealing, decommissioning, mechanical integrity, operating procedures, and monitoring. (c) After an appropriate review, the general manager may modify the requirements for application of this section if he finds that additional information is required to evaluate the shaft, or that information required herein is not reasonably available and is not necessary for a full evaluation of the application. 10.9 Procedures for Application An application is administratively complete when received with all the information as required by this rule. (a) Any person who is required to obtain a permit, or who requests an amendment, renewal, revocation or suspension of a permit, shall complete, sign, and submit an application to the General manager, according to the sections of this rule. (b) Signatories to Application () All a1 signed as follows: applications shall be i. for a corporation: by a principal executive officer of at least the level of vice-president or ( a duly authorized representative if such representative is responsible for the overall operation of the facility. A representative shall submit in writing proof of the authorization; High Plains Water District Rules, Effective 1-14-09 Page 29 ii. for a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or iii. for a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official. 2 A person signing an application shall make the following certification: O P 9 9 PP � 9 `7 certify under penalty of law that I have personally examined and am familiar with the information submitted in this document and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining the information, 1 believe that the information is true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, including the possibility of civil penalty and criminal fine." (3) For permit applications involving hazardous solid waste the owner and operator of a facility must sign the application. (c) Permittees shall keep records of all data used to complete applications and any supplemental information fora period of at least three years from the date the permit is granted. This period may be extended by request of the general manager. 1'J (d) The general manager will review each application and accompanying data, information, and materials to determine if the application is complete. If an application is not complete, the general manager shall notify the applicant and include a list of the information necessary to make the application complete. The application is complete when the listed information is received by the general manager. After receiving the listed information, the general manager may request additional information to clarify, modify, or supplement the previously submitted material. (e) If an applicant does not submit a complete application and fails or refuses to correct deficiencies in LA the application within 60 days after correction is requested, the general manager shall withhold further review and return the application to the applicant. (f) When an application is complete, the general manager will forward the application to the board. For the purpose of providing adequate information, the general manager will identify for the board the area wherein the application, if granted, would have a potential impact and provide a list of persons who may be affected. e I (g) The general manager will prepare a draft permit consistent with all applicable district rules unless a recommendation is made not to grant an application. The draft will be subject to change during the course of the proceedings on the application. The draft permit will be available for public review. The approved draft - permit will be filed with the board to be included in its consideration of the application for permit. The general manager may prepare a technical summary which sets forth the principal facts and the ) significant factual, legal, methodological, and policy questions considered in preparing the draft permit. The l general manager shall send this summary, together with the draft permit, to the applicant and on request, to any other person. The summary shall include the following information, where applicable: (1) a brief ` description of the type of facility or activity which is the subject of the draft permit; (2) conditions that do or do High Plains Water District Rules, Effective 1-14-09 Page 30 I not appear justified, including references to applicable statutory or regulatory provisions; (3) required standards that do or do not appear justified; and (4) name and telephone number of a person to contact for additional information. (h) Certain material submitted to the district may be determined to be confidential and withheld from public review. The application shall identify any material for which confidentiality is requested. Each claim of confidentiality must be made upon submission of the material with the application, or the material will be considered available for public review. Reasons of confidentiality include the concept of trade secrecy and other related legal concepts which give a business the right to preserve confidentiality of business information and to obtain or retain advantages from its right in the information. This includes authorizations under 5 United States Code 552(b)(4), 18 United States Code 1905, and special rules cited in 40 Code of Federal Regulations §§ 2.301-2.309. The general manager will review each claim of confidentiality. If a claim is not approved, the applicant will be notified and informed whether the material is essential to the application. The applicant may elect to withdraw any material submitted with an application. The name and address of an applicant or permittee will not be considered confidential. (i) The provisions of this subsection establish the requirements for permits for drilled or mined shafts. 0) It is the duty of the owner of the land where the shaft will be located to submit an application for permit. This duty may be delegated to the operator of the shaft if the shaft is owned by one person and operated by another. (k) Forms for permit applications will be made available by the district. Each application for permit shall include the following: (1) the name, mailing address, and location(s) of the shaft(s) for which the application is submitted; (2) the ownership status as federal, state, private, public, or other entity; (3) the operator's name, mailing address, and telephone number; (4) a brief description of the nature of the business; (5) the activities conducted by the applicant which require a permit; (6) the principal products or services provided by the applicant; and (7) a topographic map, ownership map, county highway map, or a map prepared by a registered professional engineer or a registered surveyor which shows the shaft and any other structure or location regarding the regulated shaft and associated activities. Maps must be of material suitable for a permanent record, and shall be on sheets 8'/2 inches by 14 inches or folded to that size and shall be on a scale of not less than 1 inch equals 1 mile. The map shall depict the approximate boundaries of the tract of land owned or to be used by the applicant and shall extend at least one mile beyond the west boundaries sufficient to show the following: (i) each water well, spring, and surface water body or other water in the state within the map area; (ii) the general character of the area adjacent to the facility, including public roads, towns and the nature of development such as residential, commercial, agricultural, recreational, undeveloped and so forth; (iii) the location of any waste disposal activities conducted on the tract -not included in the application; (iv) the ownership of tracts of land within a reasonable distance from the proposed point or points of discharge, deposit, injection, or other place of disposal or activity; (v) such other information that may reasonably be requested by the general manager; (8) a listing of all permits or construction approvals received or applied for from other agencies or boards; (9) the manner in which financial assurance will be attained; (10) a decommissioning and closure plan; (11) a fee, based on estimated cost of application z'' High Plains Water District Rules, Effective 1-14-09 Page 31 processing and review, of not less than $10,000, which shall include, but is not limited to, consultants' fees, lab work, personnel salaries, support services, travel expenses, computer time, and informational services; (12) a letter from the Railroad Commission of Texas stating that a drilling or mining of the proposed shaft and use of the proposed shaft will not endanger or injure any oil or gas formation or significantly limit the potential for future recovery of or exploration for oil or gas; and (13) a statement of the current status of any litigation involving the project or proposed siting of the shaft. 10.10 Permit Required (a) All shafts subject to this rule shall be specifically authorized by permit. Shafts serving the same underground working, or built as part of a single comprehensive program, may be included in one permit. Additional shafts to be added after the permit is issued may be authorized by permit amendment and shall be r` constructed in accordance with construction standards as set forth in section 10.11. (b) A permit shall include terms and conditions reasonably necessary to protect the potable water aquifers from pollution. The permit shall include requirements regarding the construction, operation, and decommissioning of a new shaft and corrective action, if necessary, to prevent pollution resulting from in adequately constructed, completed, and abandoned boreholes within the area of review. In the event that, _a after construction of a new shaft has commenced, evidence indicates that a shaft might pose a hazard to a potable water aquifer, the general manager may prescribe a corrective plan and compliance schedule to ' remedy such hazard as a condition for continued construction, use, or operation. 10.11 Construction Standards for Shafts F _, (a) The provisions of this rule apply to new shafts within the district's jurisdiction. r (b) All shafts shall be constructed to prevent migration of fluids that may cause or allow the pollution of aquifers. Construction materials used in each shaft shall be designed for the life expectancy of the shaft. (c) Appropriate surveys, logs, and other tests shall be conducted during the construction of shafts. All surveys, logs, and tests shall be interpreted by qualified persons. (d) Any proposed change or alteration to construction plans after permit issuance shall be filed with the general manager and approval obtained before incorporating such changes. 10.12 Resident Inspector ' The general manager may designate a resident inspector to oversee all phases of shaft activities. The resident inspector shall monitor compliance with the terms of the permit for all testing, construction, completion, and operation of the shaft, and report to the general manager. 10.13 Operating Standards (a) The construction, use, and operation of a new shaft shall be authorized by the permit. All shafts must have mechanical integrity. A lined shaft or lined portion of a shaft has mechanical integrity if there is no leak or physical deterioration in the casing, liners, and seals, and if there is no fluid movement through vertical fluid channels adjacent to the shaft which could cause pollution of an aquifer. An unlined shaft, or unlined portion of a shaft, has mechanical integrity if there is no deterioration of the wall rock which could cause pollution of High Plains Water District Rules, Effective 1-14-09 Page 32 I an aquifer. In the event that the lined shaft, unlined shaft, or portion of an unlined shaft may have inflows of ground water, the general manager may require a shaft and mine water management plan be submitted as _ part of the shaft permit application. Mechanical integrity of the shaft (wallrock or casing, liners, and seals) must be demonstrated as required by the permit during the life of the shaft, and shall be accomplished by a method approved by the general manager. (b) Shafts lacing mechanical integrity shall undertake corrective maintenance actions immediately. The permittee shall notify and obtain the approval of the general manager before commencing any corrective maintenance that is necessitated by failure to achieve or maintain mechanical integrity. The notification shall be in writing and shall include plans for the proposed work. The general manager may grant an exception to the requirement for prior written notification when immediate action is required. 10.14 Monitoring and Reporting Standards (a) The permittee shall submit daily construction chronology reports to the general manager and to the resident inspector, if applicable, providing data for each day during the drilling, or mining and casing or lining of the shaft. The data shall be presented in tabular form and shall report date, thickness, and lithology penetrated, material settings and volumes, and problems. (b) Within 90 days after the completion of the shaft, the permittee shall submit an engineering drawing showing the "as built' construction details of the shaft, liners, and seals, including the depth, thickness, and lithology of the rock units penetrated in constructing the shaft. (c) The permittee shall, prior to commencing construction, provide written notice to the general manager that a copy of the permit has been filed with the commissioners' court for the county where the shaft is located. (d) The permittee shall notify the general manager in writing of the anticipated first date when the shaft will be used or operated or its stated purpose at least 30 days prior to commencing use of the shaft. Compliance with all pre -operation terms of the permit must occur prior to beginning operations. (e) The permittee shall notify the general manager within twenty-four hours of the discovery of any leakage or other failure of the shaft or associated chambers. (f) Within 90 days after the completion of a corrective maintenance action, a report shall be filed with the ' general manager providing the reason for the shaft corrective maintenance action and the details of all work performed and results of remedial action. 10.15 Surface Facilities Surface facilities must be constructed, maintained, and operated in compliance with applicable permits and rules governing that facility. 10.16 Certification of Construction and Completion Prior to commencing operations, the permittee must certify that the shaft was constructed and completed in compliance with permit requirements. High Plains Water District Rules, Effective 1-14-09 Page 33 r 10.17 Additional Requirements (a) The permittee shall keep complete and accurate records of (1) all construction records; (2) mechanical integrity testing; (3) geotechnicai testing; (4) water level and water quality testing; (5) record of post -construction operations; (6) corrective maintenance actions; and (7) any additional information that the general manager determines might reasonably affect the construction and operation of the shaft. (b) All records or copies of all records shall be filed on -site and made available for review upon request by a representative of the District. (c) The permittee shall retain, for the lifetime of the shaft and for at least five years after decommissioning, records of all information concerning the construction, use, and operation of the shaft. (d) The permittee may be required, prior to commencing operations, to secure and maintain a performance bond or other equivalent form of financial assurance or guarantee, approved by the general manager, to assure (1) the costs of the district of monitoring and of on -site, full-time surveillance; and (2) the cost to ensure the safe decommissioning and closure of the shaft. 10.18 Decommissioning Shaft decommissioning and closure shall be in accordance with plans and specifications approved by the general manager. Decommissioning seals shall be placed in the shaft so as to prevent the migration of fluids into a potable water aquifer. Shaft seal mix designs shall be based on formulations developed for borehole sealing and shall be compatible with existing lining, if applicable, and adjacent strata. 10.19 Hearings and Permit Term After the general manager has submitted to the board the completed application and a proposed permit (or recommendation to deny the permit), the board will set a hearing upon the application, which hearing will be held in accordance with district rules. Following such hearing, the board shall issue a permit upon such conditions and requirements as the board feels necessary or advisable to conserve, preserve, protect, and prevent the waste of the underground water within the jurisdiction of the district. Alternatively the board may deny the permit if it finds that a permit would not be advisable or necessary or that the granting of a permit would result in the lack of conservation or protection of the underground water within the jurisdiction of the district. Any permit which is granted shall have a maximum life of ten years. Should the shaft for which the permit is granted not be completed in accordance with the terms of the permit within two years from the date such permit is issued, the permit will automatically be terminated unless, after hearing, the board grants an extension of such permit. High Plains Water District Rules, Effective 1-14-09 Page 34 11 CITY OF LUBBOCK INVITATION TO BID FOR TITLE: GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY ADDRESS: 8425 North Avenue P LUBBOCK, TEXAS and 17304 North FM 2528 ABERNATHY,TEXAS ITB NUMBER: 09-731-BM CONTRACT NUMBER: 9067 PROJECT NUMBER: 92183 CONTRACT PREPARED BY: PUBLIC WORKS CONTRACTING OFFICE Pate Intentionally Left Blank City of Lubbock, TX Public Works Contracting Office Contractor Checklist for ITB # 09-731-BM Before submitting your bid, please ensure you have completed and included the following: 1. Carefully read and understand the plans and specifications and properly complete the BID SUBMITTAL FORM. Bid submittal form MUST be completed in blue or black ink or by typewriter. Signatures must be original, in blue or black ink, and by hand. Amounts shall be written- in both words and numerals and in the event of a discrepancy the amounts written in words shall govern. Include corporate seal and Secretary's signature. Identify addenda received (if any). Include firm's FEDERAL TAX ID number or Owner's SOCIAL SECURITY number. 2. Include BID BOND or CASHIER'S OR CERTIFIED CHECK as your bid surety. Failure to provide a bid surety WILL result in automatic rejection of your bid. 3. Clearly mark the bid number, title, due date and time and your company name and address on the outside of the envelope or container. 4. Ensure your bid is RECEIVED by the City of Lubbock Public Works Contracting Office prior to the deadline. Late bids will not be accepted. 5. Complete and sign the CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT. This must include the signature of the agent or broker. Contractor's signature must be original. 6. Complete and sign the SAFETY RECORD QUESTIONNAIRE. All "YES" responses must be explained in detail and submitted with Bid. 7. Complete and sign the SUSPENSION AND DEBARMENT CERTIFICATION. Include firm's FEDERAL TAX ID number or Owner's SOCIAL SECURITYnumber. 8. Complete and submit the PROPOSED LIST OF SUB -CONTRACTORS. DOCUMENTS REOUIRED WITHIN TWO BUSINESS DAYS AFTER CLOSING Complete and submit the FINAL LIST OF SUB -CONTRACTORS. FAILURE TO PROVIDE ANY OF THE ABOVE MAY RESULT IN YOUR BID BEING DEEMED NON -RESPONSIVE AND, THEREFORE, NOT FURTHER EVALUATED. PLEASE INCLUDE THIS COMPLETED PAGE AS THE FIRST PAGE OF YOUR BID SUBMITTAL. c.Sat\ � TZS:QQ„ (Type or P ' Company N ) Page Intentionally Left Blank [i INDEX 1. NOTICE TO BIDDERS 2. GENERAL INSTRUCTIONS TO BIDDERS 3. BID SUBMITTAL — (must be submitted by published due date & time) 3-1. UNIT PRICE BID SUBMITTAL FORM 3-2. CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT 3-3. SAFETY RECORD QUESTIONNAIRE 3-4. SUSPENSION AND DEBARMENT CERTIFICATION 3-5. PROPOSED LIST OF SUB -CONTRACTORS 4. POST -CLOSING DOCUMENT REQUIREMENTS — (to be submitted no later than two business days after the close date when bids are due.) 4-1. FINAL LIST OF SUB -CONTRACTORS 5. PAYMENT BOND 6. PERFORMANCE BOND 7. CERTIFICATE OF INSURANCE 8. CONTRACT 9. GENERAL CONDITIONS OF THE AGREEMENT 10. DAVIS BACON WAGE DETERMINATIONS 11. SPECIAL CONDITIONS (IF APPLICABLE) 12. SPECIFICATIONS F", Pate Intentionally Left Blank NOTICE TO BIDDERS Page Intentionally Left Blank NOTICE TO BIDDERS ITB # 09-731-BM Sealed bids addressed to Bruce MacNair, Public works Contracting Officer, City of Lubbock, Texas, will be received in the office of the Public works Contracting Officer, Municipal Building, 1625 13th Street, Room 204, Lubbock, Texas, 79401, until 2:00 P.M. on JULY 23, 2009, or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform all work for the construction of the following described project: "GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY" After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Public works Contracting Officer and publicly read aloud. It is the sole responsibility of the bidder to ensure that his bid is actually in the office of the Public works Contracting Officer for the City of Lubbock, before the expiration of the date above first written. Bids are due at 2:00 P.M. on JULY 23, 2009, and the City of Lubbock City Council will consider the bids on AUGUST 13, 2009, at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of "A" or better. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him. FAILURE OF THE BIDDER TO INCLUDE BID SECURITY WITH THE BID SUBMITTAL SHALL CONSTITUTE A NONRESPONSIVE BID AND RESULT IN DISQUALIFICATION OF THE BID SUBMITTAL. It shall be each bidder's sole responsibility to inspect the site of the work and to inform himself regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. There will be a non -mandatory pre -bid conference on JULY 9, 2009, 11:00 A.M., in the Abernathy Landfill office conference room, 17304 N. FM 2528, Abernathy, Texas (directions below). Bidders may view the plans and specifications without charge at The Reproduction Company, 2102 Avenue Q, Lubbock, Texas 79405 or at www.thereproductioncompany.com. ONE SET OF PLANS AND SPECIFICATIONS MAY BE OBTAINED, AT THE CITY'S EXPENSE, FROM THE REPRODUCTION COMPANY WITH A $100 REFUNDABLE DEPOSIT, Phone: (806) 763-7770. Deposit Checks shall be made PAYABLE TO THE CITY OF LUBBOCK, and will be refunded if documents are returned in good condition within Sixty (60) days after the opening of bids. Additional sets of plans and specifications may be obtained at the bidder's expense. Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Public works Contracting Officer of the City of Lubbock, which document is specifically referred to in this Notice to Bidders. Each bidder's attention is further directed to Texas Government Code, Chapter 2258, Prevailing Wage Rates, and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. The City of Lubbock hereby notifies bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises shall be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid openings are available to all persons regardless of disability. If you require special assistance, please contact the Public Works Contracting Office at (806) 775-2163 or write to Post Office 1 Box 2000, Lubbock, Texas 79457 at least 48 hours in advance of the meeting. CITY OF LUBBOCK Aw MAR4 BRUCE MACNAIR PUBLIC WORKS CONTRACTING OFFICER Directions to pre -bid meeting: From Lubbock, travel north on I-27 to exit 14 (FM 1729), in front of New Deal School; turn left (west) at the stop sign; at first stop sign turn right (north) on FM 2528, Landfill Office will be approximately six miles on the right. To search via Internet, look up the intersection of FM 597 and FM 2528. Office is on the southeast corner of the intersection. GENERAL INSTRUCTIONS TO BIDDERS Page Intentionally Left Blank GENERAL INSTRUCTIONS TO BIDDERS BID DELIVERY, TIME & DATE 1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY per the attached specifications and contract documents. Sealed bids will be received no later than 2:00 P.M. on July 23, 2009 at the office listed below. Any bid received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left-hand corner: "ITB # 09-731-BM, GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY" and the bid opening date and time. Bidders must also include their company name and address on the outside of the envelope or container. Bids must be addressed to: Bruce MacNair, Public Works Contracting Officer City of Lubbock 1625 13th Street, Room 204 Lubbock, Texas 79401 1.2 Bidders are responsible for making certain bids are delivered to the Public Works Contracting Office. Mailing of a bid does not ensure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid, we suggest that he/she use some sort of delivery service that provides a receipt. 1.3 Bids will be accepted in person, by United States Mail, by United Parcel Service, or by private courier service. No bids will be accepted by oral communication, telephone, electronic mail, telegraphic transmission, or telefacsimile transmission. THE CITY WILL NOT ACCEPT FAX BIDS. 1.4 The City of Lubbock reserves the right to postpone the date and time for opening bids through an addendum. 2 PRE -BID MEETING 2.1 For the purpose of familiarizing bidders with the requirements, answering questions, and issuing addenda as needed for the clarification of the Invitation to Bid (ITB) documents, a non -mandatory pre -bid meeting will be held at JULY 9, 2009. 11:00 A.M.. in the Abernathv Landfill office conference room, 17304 N. FM 2528, Abernathy, Texas. All persons attending the meeting will be asked to identify themselves and the prospective bidder they represent. 2.2 It is the bidder's responsibility to attend the pre -bid meeting though the meeting is not mandatory. The City will not be responsible for providing information discussed at the pre -bid meeting to bidders who do not attend the pre -bid meeting. ADDENDA & MODIFICATIONS 3.1 Any changes, additions, or clarifications to the ITB are made by ADDENDA information available over the Internet at www.bidsync.com. We strongly suggest that you check for any addenda a minimum of forty-eight hours in advance of the response deadline. BUSINESSES WITHOUT INTERNET ACCESS may use computers available at most public libraries. 3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may request an interpretation thereof from the Public Works Contracting Office. At the request of the bidder, or in the event the Public Works Contracting Office deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Public Works Contracting Office. Such addenda issued by the Public Works Contracting Office- will be available over the Internet at www.bidsync.com and will become part of the bid package having the same binding effect as provisions of the original ITB. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation considered, the request must be submitted in writing and must be received by the City of Lubbock Public Works Contracting Office no later than five (5) calendar days ? before the bid closing date. 3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock shall not be legally bound by any amendment or interpretation that is not in writing. Only information supplied by the City of Lubbock Public Works Contracting Office in writing or in this ITB should be used in preparing bid responses. All contacts that a bidder may have had before or after receipt of this ITB with any individuals, employees, or representatives of the City and any information that may have been read in any news media or seen or heard in any communication facility regarding this bid should be disregarded in preparing responses. 3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders. 4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS 4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all requirements before submitting a bid to ensure that their bid meets the intent of these specifications. 4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to comply, in every detail, with all provisions and requirements of the Invitation to Bid. 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Public works Contracting Officer and a clarification obtained before the bids are received, and if no such notice is received by the Public works Contracting Officer prior to the opening of bids, then it shall be deemed that the bidder fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If bidder does not notify Public works Contracting Officer before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. BID PREPARATION COSTS 5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to"pay any costs incurred in the preparation and submission of a bid. 5.2 The issuance of this-ITB does not obligate the City of Lubbock to enter into contract for any services or equipment. 5.3 All costs related to the preparation and submission of a bid shall be paid by the bidder. TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision, including trade secrets and commercial or financial information, clearly identify those portions. 6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to release such information initially, but please note that the final determination of whether a particular portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the event a public information request is received for a portion of your bid that you have marked as being confidential information, you will be notified of such request and you will be required to justify your legal position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In the event that it is determined by opinion or order of the Texas Attorney General or a court of competent jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the Government Code and Section 252.049 of the Local Government Code, then such information will be made available to the requester. 6.3 Marking your entire bid CONFIDENTIAL/PROPRIETARY is not in conformance with the Texas Open Records Act. 7 LICENSES, PERMITS, TAXES The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may be required to pay. UTILIZATION OF LOCAL BUSINESS RESOURCES Prospective bidders are strongly encouraged to explore and implement methods for the utilization_ of local resources, and to outline in their bid submittal how they would utilize local resources. CONFLICT OF INTEREST 9.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any employee, official or agent of the City of Lubbock. 9.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion concerning this bid. 10 CONTRACT DOCUMENTS g 10.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 10.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 11 PLANS FOR USE BY BIDDERS tl It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge or forfeiture of deposit. The contract documents may be examined without charge as noted in the Notice to Bidders. 12 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 12.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the bidder's responsibility to advise the Public works Contracting Officer if any language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a i- single source. Such notification must be submitted in writing and must be received by the City of Lubbock Public Works Contracting Office no later than five (5) calendar days before the bid closing date. - A review of such notifications will be made. 12.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITB) MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE BID CLOSING DATE AND ADDRESSED TO: BRUCE MACNAIR, PUBLIC WORKS CONTRACTING OFFICER City of Lubbock Al Public Works Contracting Office 1625 1 P Street, Room 204 Lubbock, Texas 79401 Fax: 806-775-2164 3 Email: bmacnair(a),mylubbock.us Bidsync: www.bidsyne.com 13 TIME AND ORDER FOR COMPLETION 13.1 The construction covered by the contract documents shall be substantially completed within SIXTY (60) WORKING DAYS from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 13.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. 14 PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 15 AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 16 MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to procure a satisfactory project. 17 GUARANTEES 17.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 17.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. 17.3 The obligations contained herein apply to products and services provided by the Contractor, its sub- contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations 4 f contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its right pertaining to termination or default. 17.4 The warranties contained herein are separate and discrete from any other warranties specified in this Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated in this Contract by reference. 18 PLANS FOR THE CONTRACTOR The contractor will, upon written request, be furnished up to ten sets of plans and specifications and related contract documents for use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 19 PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. 20 TEXAS STATE SALES TAX 20.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. 20.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 21 PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will finnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 22 BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 23 EXPLOSIVES 23.1 The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. i 23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 23.3 In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 24 CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 25 INSURANCE 25.1 The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of -that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted before contract execution. 25.2 PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS A PRIMARY ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. 26 LABOR AND WORKING HOURS 26.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate that must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Texas Government Code, Chapter 2258, Prevailing Wage Rates providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in the contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under the contract requiring an inspector shall not be performed on weekends or holidays unless the following conditions exist: 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. 26.2 Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. 26.3 In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 27 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, sixty dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 28 PROVISIONS CONCERNING ESCALATION CLAUSES Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 29 PREPARATION FOR BID 29.1 The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. 29.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing 30 31 C agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. 29.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: 29.3.1 Bidder's name 29.3.2 Bid for (ITB # 09-731-BM, Ground Water Monitoring Wells at Caliche Canyon Landfill and West Texas Region Disposal Facility). 29.4 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 29.5 Pursuant to Texas Local Government Code 252.043(g), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and will include the following: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bonds (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates for Contractor and all Sub -Contractors. 0) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. OUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The bidder's bid may be deemed not to meet specifications or the bid may be rejected if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. (b) The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. (c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder. (d) The quality of performance of previous contracts or services. (e) The safety record of the Contractor and proposed Sub -Contractors Before contract award, the recommended contractor for this project may be required to show that he has ' experience with similar projects that require the Contractor to plan his work efforts and equipment needs with City of Lubbock specifications in mind. Demonstration of experience shall include a complete list of ALL similar municipal and similar non -municipal current and completed projects for the past three (3) years for review. This �. list shall include the names of supervisors and type of equipment used to perform work on these projects. In addition, the Contractor may be required to provide the name(s) of supervisor(s) that will be used to perform work on this project in compliance with City of Lubbock specifications herein. 32 BID AWARD 32.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole discretion. Unless otherwise specified herein, the City shall award the bid based on the total bid for Bid Items ONE through FOURTEEN_ and ONE through FIFTEEN plus the sum of any Alternate Bids or Options the City may select. 32.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to specifications is primary in determining the best low bid. Failure to comply with the specifications may result in disqualification of the bid. 32.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to determine possible Anti -Trust violations. 32.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder would be required to underbid the nonresident bidder in the nonresident bidders' home state. 32.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the State of Texas and under the laws of the State of Texas. In connection with the performance of work, the Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the same may be applicable. 32.6 NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMMT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS INVITATION TO BID. 33 ANTI -LOBBYING PROVISION 33.1 DURING THE PERIOD BETWEEN THE BID CLOSE DATE AND THE CONTRACT AWARD, BIDDERS, INCLUDING THEIR AGENTS AND REPRESENTATIVES, SHALL NOT DIRECTLY DISCUSS OR PROMOTE THEIR BID WITH ANY MEMBER OF THE LUBBOCK CITY COUNCIL OR CITY STAFF EXCEPT IN THE COURSE OF CITY - SPONSORED INQUIRIES, BRIEFINGS, INTERVIEWS, OR PRESENTATIONS, UNLESS REQUESTED BY THE CITY. 33.2 This provision is not meant to preclude bidders from discussing other matters with City Council members or City staff. This policy is intended to create a level playing field for all potential _. bidders, assure that contract decisions are made in public, and to protect the integrity of the bid process. Violation of this provision may result in rejection of the bidder's bid. 34 PREVAILING WAGE RATES i 34.1 Bidders are required to comply with Texas Government Code, Chapter 2258, Prevailing Wage Rates, with respect to the payment of prevailing wage rates for the construction of a public work, including a building, highway, road, excavation, and repair work or other project development or improvement, paid for in whole or in part from public funds, without regard to whether the work is done under public supervision or direction. A worker is employed on a public work if the worker is employed by the contractor or any subcontractor in the execution of the contract for the project. 34.2 A worker employed on a public work by or on behalf of the City of Lubbock shall be paid not less than the general prevailing rate of per diem wages for the work of a similar character in the locality in which the work is performed, and not less than the general prevailing rate of per diem wages for legal holiday and overtime work. 34.3 The State of Texas has adopted the Federal Davis -Bacon wage rates for use in Texas pursuant to and in accordance with the Texas Government Code, Section 2258.022. Bidders may access the U. S. Department of Labor web site at the following web address to obtain the rates to be used in Lubbock County: http://www. gpo. gov/davisb acon/allstates.html 34.4 It shall be the responsibility of the successful bidder to obtain the proper wage rates from the web site for the type of work defined in the bid specifications. 34.5 A contractor or subcontractor who violates Texas Government Code Section 2258.023 shall pay to the City of Lubbock $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract. 10 1 L. BID SUBMITTAL FORM Pate Intentionally Left Blank BID SUBMITTAL FORM UNIT PRICE BID CONTRACT DATE: U tg �i b 09 PROJECT NUMBER: ITB- 09-731-BM — GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY Bid of (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Ladies and Gentlemen: The Bidder, in compliance with your Invitation to Bid for the construction of GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated below. Estimated Item Quantity No. & Unit Description of Item Total Amount CALICHE CANYON LANDFILL —GROUNDWATER MONITOR WELLS (TCEQ 69) C-1. 1 LS Mobilization cost (not to exceed 10% of bid price). TOTAL ITEM #Cl :,pn cxas�rn O p1�ct�c k lCe,& $t o,000,W /LS( (d ,00 ®.. p o ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) C-2. 8 EA Digging slush pits and any necessary drainage ditches, and disposing of all sand, muck, and other waste materials. TOTAL ITEM #C2: f -- 'f 4 Dov} * N%0ZA$ 3-SQ.W /EA a 00 , e5o ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shal govem.) C-3. 1,167 VF Drilling wells, preparation of drilling log, and any necessary well cleaning. TOTAL ITEM #C3: IWQ�nJ (Unit Price Amounts shall be in both words and numerals. In cise of discrepancv. the amount shown in words shall C-4. 1,098 VF 4-inch well casing, furnished and installed. 0 i,. TOTAL ITEM #C4 C1 o►1^ftirN V6110,tS V lAb CQt= $ (K, cso /VF(t`1 (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shalf govern.) Bidder's Initials m� .�rC ,,,,,t«n p fia« .., .e� .... ,y ps...,, ...�.. _„q �„ . ,a roF°.., „ab ...fn� ...,;� ....,f... m ,... .�.,.,� Item Estimated No. Quantity & Unit Description of Item Total Amount C-5. 176 VF 4-inch well screen, furnished and installed. TOTAL ITEM #C5: 7;,O, AC;ak+ boI�o Qs. S NoQ'QD�LS $Q2, no /VF( 4.9�2. ®0 ) (Unit Price Amounts shall be showhin bJth words and numerals. In case of discrepancy, the amount shown in words shalf govem.) C-6. 104 VF Filter pack material. TOTAL ITEM #C6: $ 6W . no /VF( A,0'-&C (Unit Price Amounts shall be shown ih both words and numerals. In case of discrepancy, the amount shown in words shall govem.) C-7. 16 VF Bentonite Annular Seal installed in each well. TOTAL ITEM #C7: A 0 -o o NF( 4q 0 - 00 ) (Unit Price Amounts shall be s own in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) C-8. 1,034 VF --Cement-Bentonite casing seal installed in each well above the annular seal. k_ TOTAL ITEM #C8: G►���fl�tIa«s 14 t H 50 /VF( S,�IS�, Ua ) (Unit Price Amounts shale shown in both words and numcills. In case of discrepancy, the amount shown in words shall govem.) C-9. 8 EA Cleaning, developing, and testing new wells. TOTAL ITEM #C9: a -&- Aw,&. j i:x+j, Q ni 1* co N / 260, tp/EA( /( (Unit Price Amounts shall be shown in both words and numerals. In casJ of discrepancy, the amount shown in words shall C-10. 8 EA Install well casing plug. TOTAL ITEM #C 10: 1- ► VI- to 06` `0. f'S 4 No �6nks $5 O , O O /EA( 'tGO . (Unit Price Amounts shall be shown In both words and numerals. In case of discrepancy, the amount shown in words shall govem.) C-11. 8 EA Install 6' x 6' x 6" concrete sealing blocks. TOTAL ITEM #C 11 sw q PkV6 AMA V10 t\ a cQ $ Is0 , 00 /EA( 0 b . 0 O ) (Unit Price Amounts shall be shown in both words and numeels. In case of discrepancy, the amount shown in words shall govem.) _. C-12. 8 EA Install 8-inch protective steel collars. - - TOTAL ITEM #C 12: i h c,2-,- t U l:\AmJ 0&gS k U o Q.QtnJs $ 00 , q 0 /EA(_Z ` 00 , 6 n) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shal govern.) C-13. 8 EA Install groundwater monitor well sampling pumps, including necessary appurtenances, complete and in place. ceflts TOTAL ITEM #Cl3:rbuJhoustaJ l" t [< 46ar a' $ q a.4N oo /EA( ft 352, a0 ) (Unit Price Amounts shall be shown in both words and numerals. In cE&e of discrepancy, the amount shown in words shall govem.) C Bidder's Initials �� ..�_ r ., ��9. � _. ��.._� r— � � � � , r-� � .�:_� tee. .� .� �__. �._._ _��, � _.,v Item Estimated y No. Quantity ? & Unit Description of Item Total Amount C-14. 32 EA Install bollards as protective barriers. TOTAL ITEM #C 14:C"Ak u A.Ama +I uV b llc�c� � No �.Q (1#„S $ 15 Q , 00 /EA( `1' , X00 { 0 -.} (Unit Price Amounts shall be shown in both words andNiumerals. In case of discrepancy, the amount shown in words shall govern.) 1 - "EA Retaining wall for groundwatermonitoring well. TOTAL ITEM #C 1dwiki� $ 4.5d0 i'_ O (Unit Price Amounts shall, be shown in both words and numerals:"In case of discrepancy, the amount shown iq wotds'sh vem.) TOTAL BID, ITEMS #C-1- # C-15: - MATERIALS: $ 1Q _ 1 r L/ LABOR: $ 7, a TOTAL BID ITEMS #C1 - #C15: $ l 3 (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) WEST TEXAS REGION DISPOSAL FACILITY — GROUNDWATER MONITOR WELLS (TCEQ 2252) W-1. 1 LS Mobilization cost (not to exceed 10% of bid price). TOTAL ITEM #W1:1-ltie I ho(istiLA i)o`�cgs � No�e�SS $ 000ruo /LS( `� OD C (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) W-2. 10 EA Digging slush pits and any necessary drainage ditches, and disposing of all sand, muck, and other waste materials. TOTAL ITEM #W2:Th�stticf!APQA ti a'��� t�s k-N.QzM�$ ( in /EA( �, Jr00 , no ) (Unit Price Amounts shall be shown in both words and umerals. In case of discrepancy, the amount shown in words shall govern.) W-3. 1,913 VF Drilling wells, preparation of drilling log, and any necessary well cleaning. TOTAL ITEM #W3: 1w�OSIX 0016es i-}�-1�t � i� s $ %,60 NF 40.&q�, I'll (Unit Price Amounts shall be sho kn in both words and numerals. Intcase of discrepancy, the amount shown in words shall overn.) W-4. 1,753 VF 4-inch well casing, furnished and installed. TOTAL ITEM #W4: r.j Q MAM n `Zb 11 R cS V N a l: Q /tics $1 �ga o NF(3 I (Unit Price Amounts shall a shown own in both words and numerals. In case of discrepancy, the amount shown in words shall i �...�-_ m �.�� �., . __ n .� � _, _ � .� F �, ,,...., ..v_ ���, ..m��...� ���. �g is Bidder's Initials i Item Estimated No. Quantity ;' & Unit Description of Item Total Amount W-5. 220 VF 4-inch well screen, fiarnished and installed. TOTAL- ITEM #W 5: Iry Q ;k QZ $ a� r 60 NF(^ (A 0 , ,0 ) (Unit Price Amounts shall be sho�both words and numerals. In case of discrepancy, the amount shown in words shah.) W-6. 250 VF �Fi"lter pack material. TOTAL ITEM #W6: 1i�1r`Q/} �occ�5 iUo � .pk-,. $ A ()r Ob NF( 00, 0 6 (Unit Price Amounts shall be sho— wwh in both words and numerals. In case of discrepancy, the amount shown in words shalfgovem.) W-7. 20 VF Bentonite Annular Seal installed in each well. TOTAL ITEM #WT c""�r D016m 113Q!ZPLA:s-.$40 , Op NF( ZSb0, U 0 ) (Unit Price Amounts shall be sh wn in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) W-8. 1,683 VF Cement-Bentonite casing seal installed in each well above the annular seal. TOTAL ITEM #W 8: t o) VVk U.) o�F t '14A k z,2 `[ES $�" &o NF 1 � i .� 04 (Unit Price Amounts shall be shoes wn in both words and numerals. In a of discrepancy, the amount shown in word (shall g em.) W-9. 10 EA Cleaning, developing, and testing new wells. a�l,r TOTAL ITEM # W9Q„ glpA Ly otl.t._C� �r ha Ddl �t rj (Unit Price Amounts shall be shown in both words and numerals. yi case o discrepancy, the amount shown in words shalt govem.) W-10. 10 EA Install well casing plug. TOTAL ITEM#W104Il-4(- �)dl1QRS ND W)a�:Crf-�r $,5 O /EA( 500 - 40 (Unit Price Amounts shall be shovn in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) W-11. 10 EA Install t61' x 6t' x 6-"concrete sealing blocks. TOTAL ITEM #W11 QU�v1 i�Ur�c\c�e1�f�Vrtht �Qe 4-NaQn $1O,o o_ /EA( , J�OD ► 00 (Unit Price Amounts shall be shown in both words and ndmerals.'In case of discrepancy, the amount shown in words shall govem.) W-12. 10 EA — Install 8-inch protective steel collars. TOTAL ITEM #W 12:1 C1(1Q-L \4ki m,� D o rs ' 1 oC-qi1 $ 16C3,00 /EA( � 000 , 00 ) (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.) W-13. 10 EA Install groundwater monitor well sampling pumps, including necessary appurtenances, complete and in place. l /, U �n4hY� n�, & TOTAL ITEM $g674.31 /EA(q"7 Q� 7, l 0 ) (Unit Price Amounts shall be shown in both words and numerals. IN case of discrepancy, the amount shown in words shall govem.) Bidder's Initials Item Estimated --, No. Quantity & Unit Description of Item Total Amount W-14. 40 EA Install bollards as protective barriers. TOTAL ITEM #W 14: � 4- t� 'f n�\oc�s k o Q (lks $ 150 , 6 o /EA( 610(50, On - (Unit Price Amounts shall be shown in both words and Numerals. In case of discrepancy, the amount shown in words shall govern.) i W-15. 500 VF Plug and abandon existing borings and monitor wells as identified on the plans and as specified. II ` TOTAL ITEM #W 15: 1 rla ©6 l Cs S Ki $%5_/VF( 7 D , o z5 ) (Unit Price Amounts shall be shown in both words and numerals. I� n case of discrepancy, the amount shown in words shall govem.) TOTAL BID, ITEMS #W 1- # W 15: r MATERIALS: $ LABOR: TOTAL BID ITEMS #W1 -#W15: $ raC� (Unit Price Amounts shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) TOTAL CALICHE CANYON BID ITEMS (Cl- C15) $ 1 TOTAL WTRDF BID ITEMS (W1 - W15) $ C? 21 : 70 GRAND TOTAL $ 3 `f Dl b l O, 40 Bidder hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed" of the Owner and to substantially complete the project within 60 (SIXTY) WORKING DAYS thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay.to Owner as liquidated damages the sum of $25.00 (TWENTY-FIVE AND 00/100) for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. t. Bidder's Initials Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable Without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him. ,- Enclosed with this bid is a Cashier's Check or CertifiedpChe k for t Dollars ($ ) or a Bid Bond in the sum of �°lo C3 B iS tote-' Dollars which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required bond (if any) with the Owner within ten (10) business days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID QPgNING. (Seal if Bidder is. poration) A S . ; Secretary Bidder acknowledges receipt of the following addenda: Addenda No. I— Date)- 0- U Addenda No. Date Addenda No. Date Addenda No. Date Authorized ignature OaI a nQ yQ-� e cs (Printed or Typed Name) s�In�� Ln( e, DCom any 4 ( n-X 900E-' )Q Address ` Amaot l\ , Vo\AQr' 1A-26-S County ) -7R l Z o State Zips Code Telephone:_- ��a- Fax: �S 0 - 37Z- SSSL FEDERAL TAX W or SOCIAL SECURITY No. M/WBE Firm: Woman Black American Native American Hispanic American Asian Pacific American Other (Specify) t _; CITY OF LUBBOCK INSURANCE REQUIREMENT AFFiDAiVIT To Be Completed by Bidder and Agent Must be submitted with Bid 1. the undersigned Bidder, cenih that the insurance requirements contained in this bid document have been reviewed by me with the below identified Insurance rlgenti'Broker. if I am awarded this contract by the (city of Lubbock, I will be able to, within ten (10) b _ days after being notified of such award by the City of Lubbock. furnish a valid insurance certificate to the Ci meeti all of the requirements defined in this bid. Contractor (Original Signature) Contractor (Print) CON"T"RACTOR'S FIRM NAME: Peterson Drilling & Testi_� a (Print or Type)__--- COVI-RACTOR'S FIRM ADDRESS: P.O. Box 30699 Amarillo TX 79120 Name o toker: -Upshaw Insurance Agency Inc. on a Audson Agen I { —_ Address of Agent, Brokcr: P.O. Box 1299 ON State "Lip:_AmarilloT,. TX 9103__,__ Agent Choker Telephone Number: (_ 8526— ?- 46.8-0_40D----- Date: 7-17709 _ NOTE TO CONTRACTOR If the time requirement specified above is not met, the City has the right to reject this bid and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Public Works Contracting Officer for the City of Lubbock at (806) 775-2163. BID # 09-731-BM, GROUND WATER MONITORING WELLS AT CALICHE CAN-YON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY k O SAFETY RECORD QUESTIONNAIRE The City of Lubbock City Council desires to avail itself of the benefits of Section 252.0435 of the Local Government Code, and consider the safety records of potential contractors prior to awarding bids on City contracts. Pursuant to Section 252.0435 of the Local Government Code, City of Lubbock has adopted the following written definition and criteria for accurately determining the safety record of a bidder prior to awarding bids on City contracts. The definition and criteria for determining the safety record of a bidder for this consideration shall be: The City of Lubbock shall consider the safety record of the bidders in determining the responsibility thereof. The City may consider any incidence involving worker safety or safety of the citizens of the City of Lubbock, be it related or caused by environmental, mechanical, operational, supervision or any other cause or factor. Specifically, the City may consider, among other things: a. Complaints to, or final orders entered by, the Occupational Safety and Health Review Commission (OSHRC), against the bidder for violations of OSHA regulations within the past three (3) years. b. Citations (as defined below) from an Environmental Protection Agency (as defined below) for violations within the past five (5) years. Environmental Protection Agencies include, but are not necessarily limited to, the U.S. Army Corps of Engineers (USACOE), the U.S. Fish and Wildlife Service (USFWS), the Environmental Protection Agency (EPA), the Texas Commission on Environmental Quality (TCEQ), the Texas Natural Resource Conservation Commission (TNRCC) (predecessor to the TCEQ), the Texas Department of State Health Services (DSHS), the Texas Parks and Wildlife Department (TPWD), the Structural Pest Control Board (SPCB), agencies of local governments responsible for enforcing environmental protection or worker safety related laws or regulations, and similar regulatory agencies of other states of the United States. Citations include notices of violation, notices of enforcement, suspension/revocations of state or federal licenses or registrations, fines assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. C. Convictions of a criminal offense within the past ten (10) years, which resulted in bodily harm or death. d. Any other safety related matter deemed by the City Council to be material in determining the responsibility of the bidder and his or her ability to perform the services or goods required by the bid documents in a safe environment, both for the workers and other employees of bidder and the citizens of the City of Lubbock. In order to obtain proper information from bidders so that City of Lubbock may consider the safety records of potential contractors prior to awarding bids on City contracts, City of Lubbock requires that bidders answer the following three (3) questions and submit them with their bids: QUESTION ONE Has the bidder, or the firm, corporation, partnership, or institution represented by the bidder, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of OSHA within the past three (3) years? YES NO_X If the bidder has indicated YES for question number one above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such citation: Date of offense, location of establishment inspected, category of offense, final disposition of offense, if any, and penalty assessed. Bidder's Initials QUESTION TWO Has the bidder, or the firm, corporation, partnership, or institution represented by the bidder, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of environmental protection laws or regulations, of any kind or type, within the past five years? Citations include notice of violation, notice of enforcement, suspension/revocations of state or federal licenses, or registrations, fines assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. YES NO--N/- If the bidder has indicated YES for question number two above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such conviction: Date of offense or occurrence, location where offense occurred, type of offense, final disposition of offense, if any, and penalty assessed. QUESTION THREE Has the bidder, or the firm, corporation, partnership, or institution represented by bidder, or anyone acting for such firm, corporation, partnership, or institution, ever been convicted, within the past ten (10) years, of a criminal offense which resulted in serious bodily injury or death? YES NO If the bidder has indicated YES for question number three above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such conviction: Date of offense, location where offense occurred, type of offense, final disposition of offense, in any, and penalty assessed. ACKNOWLEDGEMENT THE STATE OF TEXAS COUNTY OF LUBBOCK I certify that I have made no willful misrepresentations in this Questionnaire nor have I withheld information in my statements and answers to questions. I am aware that the information given by me in this questionnaire shall be investigated, with my full permission, and that any mi a resentations or o issio may cause my bid to be rejected. Signature Ti e BID # 09-731-BM, GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY V .i '�i SUSPENSION AND DEBARMENT CERTIFICATION Federal Law (A-102 Common Rule and OMB Circular A-110) prohibits non -Federal entities from contracting with or making sub -awards under covered transactions to parties that are suspended or debarred or whose principals are suspended or debarred. Covered transactions include procurement contracts for goods or services equal to or in excess of $25,000 and all non -procurement transactions (e.g., sub -awards to sub -recipients). Contractors receiving individual awards of $25,000 or more and all sub -recipients must certify that their organization and its principals are not suspended or debarred by a Federal agency. Before an award of $25,000 or more can be made to your firm, you must certify that your organization and its principals are not suspended or debarred by a Federal agency. I, the undersigned agent for the firm named below, certify that neither this firm nor its principals are suspended or debarred by a Federal agency. COMPANY NAME FEDERAL TAX IDIff SOCIAL SECURITY N Signature of Company Printed name of company official signing above: 'LAA V_zL h-0 Date Signed: .41,BID # 09-731-BM, GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND F' WEST TEXAS REGION DISPOSAL FACILITY 1 1 Page Intentionally Left Blank 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. H. 12. 13. 14. 15. 16. PROPOSED LIST OF SUB -CONTRACTORS Company Name and City Minority Owned Yes or No N THIS FORM SHALL BE COMPLETED AND RETURNED ALONG WITH YOUR BID IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO BID # 09-731-BM, GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY Page Intentionally Left Blank POST -CLOSING DOCUMENT REQUIREMENTS The below -listed document must be received in the Public Works Contracting Office Not Later Than TWO BUSINESS DAYS after the close date when bids are due. FINAL LIST OF SUB -CONTRACTORS Page Intentionally Left Blank FINAL LIST OF SUB -CONTRACTORS Company Name and City Minority Owned Yes or No 2. 3. 4. 5. 6. 7. 8. 9. 10. H. 12. 13. 14. 15. 16. THIS FORM SHALL BE COMPLETED AND RETURNED NOT LATER THAN TWO BUSINESS DAYS AFTER THE CLOSE DATE WHEN BIDS ARE DUE IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO BID # 09-731-BM, GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY Paze Intentionally Left Blank I PAYMENT BOND Pate Intentionally Left Blank Bond No. CNB-10167-09 STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $25,000) Peterson Drilling & Testing, -Inc. KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and Insurors Indemnity Company P.O. Box 2683, Waco, TX 76702-2683 (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of SEE BELOW Dollars ($340, 610.40) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. Three —Hundred Forty —Thousand Six —Hundred Ten and 40/100 WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 13th day of August ,2009,to Contract No. 9067; Bid #09-731—BM Ground Water Monitoring.Wells at Caliche Canyon Landfill and West Texas Region Disposal-Facili and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 20 day of August 2009. Insurors Indemnity Company Surety *By. (Titl dry B Bentley horn y—in—Fact Peterson Drilling & Testing,_Inc. (Company Name) By: Dalana Peterson 'rated Name (Signature) President (Title) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates Cory B . Bentley an agent resident in Lubbock County to whom any requisite notices may be delivered r- and on whom service of process may be had in matters arising out of such suretyship. Insurors Indemnity Company Surety *By: C_4� (Titik 163rory B Bentley ttorn y—in—Fact Approved as to form: City of L b By: City Attorney * Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. ` 2 INSURORSTII EMNITY POWER OF ATTORNEY of INSURORS INDEMNITY COMPANY Waco, Texas KNOW ALL PERSONS BY THESE PRESENTS: Number: CNB-10167-09 That INSURORS INDEMNITY COMPANY, Waco, Texas, organized and existing under the laws of the State of Texas, and authorized and licensed to do business in the Slate of Texas and the United States of America, does hereby make, constitute and appoint Cory B. Bentley of the City of Amarillo, Slate of Texas as Attorney in Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed, all of the following classes of document, to -wit: Indemnity, Surety and Undertakings that may be desired by contract, or may be given in any action or proceeding in any court of law or equity; Indemnity in all cases where indemnity may be lawfully given and with full power and authority to execute consents and waivers to modify or change or extend any bond or document executed for this Company. t_Al-_.% Tammy Tiepermb-T Secretar State of Texas County of McLennan INSURORS INDEMNITYMPANY r jf B Tq9 as , Chase, Jr, Chairma nd CEO On the 8th day of July, 2009, before me a Notary Public in the Slate of Texas, personally appeared Thomas G. Chase, Jr. and Tammy Tieperman, who being by me duly sworn, acknowledged that they executed the above Power of Attorney in their capacities as Chairman and Chief Executive Officer, and Corporate Secretary, respectively, of Insurors Indemnity Company, and acknowledged said Power of Attorney to be the voluntary act Xdof the Company. aw••.••.•naw........... •........... I SHERRI wHITEHOUSE Notary Public Notary Public, State of Texas STATE OF TEXAS My Comm Emil 05/21/2013 .......... ........ I................. Insurors Indemnity Company certifies that this Power of Attorney is granted under and by authority of the following resolutions of the Company adopted by the Board of Directors on July 8, 2009: RESOLVED, that all bonds, undertakings, contracts or other obligations may be executed in the name of the Company by persons appointed as Attorney in Fact pursuant to a Power of Attorney issued in accordance with these Resolutions. Said Power of Attorney shall be executed in the name and on behalf of the Company either by the Chairman and CEO or the President, under their respective designation. The signature of such officer and the seal of the Company may be affixed by facsimile to any Power of Attorney, and, unless subsequently revoked and subject to any limitation set forth therein, any such Power of Attorney or certificate bearing such facsimile signature and seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signature and seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached. RESOLVED, that Attorneys in Fact shall have the power and authority, subject to the terms and limitations of the Power of Attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and any such instrument executed by such Attorneys in Fact shall be binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary or Assistant Secretary of the Company. I, Tammy Tieperman, Secretary of Insurors Indemnity Company, do hereby certify that the foregoing is a true excerpt from the Resolutions of the said Company as adopted by its Board of Directors on July 8, 2009, and that this Resolution is in full force and effect. I certify that the foregoing Power of Attorney is in full force and effect and has not been revoked. In Witness Whereof, I have set my hand and the seal of INSURORS INDEMNITY COMPANY on this 20th day of August 2009 r Tammy Tieperrman, Secretary NOTE: IF YOU HAVE ANY QUESTION REGARDING THE VALIDITY OR WORDING OF THIS POWER OF ATTORNEY, PLEASE CALL 800 933 7444 OR WRITE f0 US AT P. O. BOX 2683, WACO, TEXAS 76702-2683 OR EMAIL US AT PERFORMANCE BOND Page Intentionally Left Blank Bond No. CNB-10167-09 STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) Peterson Drilling & Testing, Inc. KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and Insurors Indemnity Company P.O. Box 2683, Waco, TX 76702-2683 (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of SEE BELOW Dollars ($ 340,610.401 lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firnily by these presents. Three -Hundred Forty -Thousand Six -Hundred Ten and 4-0/100 WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 13 day of August ,2009,to Contract No. 9067; Bid #09-731-BM Ground Water Monitoring Wells at Caliche Canyon Landfill and West Texas Region Disposal Facilit and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 20th day of August , 2009. Insurors Indemnity Company Peterson Drilling & Testing, Inc. Surety (Company Name) * By: t By: Dalana P.Qterson_ (Tie ory B. Bentley tedNam ) torne -in-Fact (Signature) President (Title) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates Cory B. Bentlep agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. Approved as to Form City of boc By ity Attorney Insurors Indemnity Company Surety *B. (TiApj Cory . Bentley At rney— I n —Fact * Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. 0) INSURORS I EMNI l Y P.O. Box 2683.225 South Fifth Street • Waco, TX 76702-2683 Cev www.insurorsindemnity.com • 254-759-3702 • Fax 254-755-6399 BOND RIDER (GENERAL) It is hereby understood and agreed that the following terms and conditions shall apply to the Performance Bond and/or the Payment Bond, No. CNB-10167-09 1. If the Obligee of the bonds is a governmental entity in the State of Texas, then notwithstanding anything stated in the Performance Bond and/or in the Payment Bond, then the Performance Bond and/or the Payment Bond is issued pursuant to Chapter 2253 of the Texas Government Code, as amended; or 2. If the Obligee of the bonds is a private entity and the Owner of a private project located within the State of Texas, then, notwithstanding anything stated in the Payment Bond, the Payment Bond is issued pursuant to Chapter 53 of the Texas Government Code, as amended, and the Payment Bond is conditional upon the prompt payment for all _ labor, subcontracts, materials, specially fabricated materials, and normal and usual extras not exceeding fifteen (15%) percent of the contract price, and the Owner in order to make the Payment Bond effective must note its approval of g the Payment Bond on the face of said Payment Bond and the Owner must cause the Payment Bond to be recorded, along with a copy of the contract, with the County Clerk of the County in which the project is located in whole or in part; and any suit under the Performance Bond, if any, must be filed within two (2) years and a day of the project being completed by the Principal or if the Principal does not complete the project, within two (2) years and a day of the Principal being defaulted or the Principal having abandoned the project; or 3. If the Principal is a subcontractor, then any suit under the Payment Bond must be filed within two (2) years and a day of the last furnishing of a service, labor or material, as defined by the Payment Bond, to the Principal; and any suit under the Performance Bond must be instituted within two (2) years and a day of the Principal completing its subcontract or if the Principal does not complete its subcontract within two (2) years and a day of the Principal being defaulted; and 4. As to any Payment Bond and/or to any Performance Bond to which this Rider is attached, any change order or modifications which alone, or in conjunction with any other change order or modification, increases or decreases the Contract price by more than fifteen percent (15%) must be consented to by the Surety in writing and an additional bond fee must be paid for any increase in the Contract price; t 5. As to any Payment Bond and/or to any Performance Bond to which this Rider is attached, the Obligee must pay the Principal in' strict accordance with the Contract or Subcontract; 6. As to any Payment Bond and/or to any Performance Bond to which this Rider is attached, the Bond does not provide coverage for, and the surety shall not be liable for, losses caused by acts of terrorism, riot, civil insurrection, or acts of war. 7. As to any Payment Bond and/or to any Performance Bond to which this Rider is attached, the Bond does not provide coverage for, and the surety thereon shall not be liable for, molds, living or dead fungi, bacteria, allergens, histamines, spores, hyphae, or mycotoxins, or their related products or parts, nor the remediation thereof, nor the consequences of their occurrence, existence, or appearance. SIGNED, SEALED AND DATED this 20th day of August , 2009 CIPAL: Peter Drilling And Testing, Inc. _ (Seal) (tiftDalana Peterson, President INSUR RS INDEMNITY COMPANY 1 (Seal) By: CAF224� Attorney- -Fact Cory B Bentley Rider —Performance &Payment Bond General (02-06) �__t INSURORS, Y P.O. Box 2683 •225 South Fifth Street • Waco, Texas 76702 2683 www.insurorsindernnity.com • 254-759 3700 • Fax 254-755-6399 IMPORTANT NOTICE - AVISO IMPORTANTE To obtain information or make a complaint: You may call Insurors Indemnity Company's toll -free telephone number for information or to make a complaint at: 1-800-933-7444 You may also write to Insurors Indemnity Company at: P.O. Box 2683 Waco, TX 76702-2683 Or 225 South Fifth Street Waco, TX 76701 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 Fax:512-475-1771 Web: bttp://www.tdi.state.tx.us E-mail: ConsumerProtection&tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Para obtener informacion o para someter una queja: Usted puede llamar al numero de telefono gratis de Insurors Indemnity Company's para informacion o para someter una queja al 1-800-933-7444 Usted tanbien puede escribir a Insurors Indemnity Company: P.O. Box 2683 Waco, TX 76702-2683 O 225 South Fifth Street Waco, TX 76701 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de cornpanias, coberturas, derecbos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-9104 Fax:512-475-1771 Web: h_pt ://www.tdi.state.tx.us E-mail: ConsumerProtectionCa)tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concemiente a su prima o a un reclamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto y esta dado para acatar con Section 2253.021 Government Code y Section 53.202, Property Code efectivo, Septiembre 1, 2001. CERTIFICATE OF INSURANCE Page Intentionally Left Blank From:Bridget Simmons FaAD:Upshaw Insurance Age Page 2 of 4 Date:9242009 10:11 AM Page:2 of 4 ACORD OP ID BS CERTIFICATE OF LIABILITY INSURANCE PETER-1 DATE (MM/DD/YYYY) 1 09/24/09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Upshaw Insurance Agency, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR PO Box 1299 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Amarillo TX 79105-1299 Phone:806-468-0400 Fax:806-468-0450 INSURERS AFFORDING COVERAGE NAIC# INSURED Peterson Drilling & Testing Dyess Peterson Testing Lab, INSURER A- Hid -Continent casualty company INSURER Texas Mutual Insurance Co 22945 Amarillo Hazmat Inc. ETAL Lee & Dalana Peterson Family INSURER Fireman's Fund Insurance Co. PO Box 30699 Amarillo TX 79120 INSURER INSURER E. COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF IN POLICY NUMBER DATE (MMIDD/YY) DATE (MMIDD/YY) LIMBS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X1 COMMERCIAL GENERAL LIABILITY :T CLAIMS MADE 1XI OCCUR 04GL000756959 05/23/09 05/23/10 PREMtSE,(Eaotcurence) $ 100,000 MED EXP (Any one person) $ EXCLUDED PERSONAL &ADV INJURY $ 1, 000 , 000 GENERAL AGGREGATE. s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $2,000,000 1-1 POLICY PRO- JErT LOC A AUTOMOBILE X LIABILITY ANY AUTO 04CA002769726 05/23/09 05/23/10 COMBINED SINGLE LIMIT (Fa accident) $ 1,000,000 ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE (Per accidert) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO E $ AUTO ONLY. AGO EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE TSF0001082183 05/23/09 05/23/10 X TORY LIMITS I I ER E.L. EACH ACCIDENT $ 1 000 000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 OFFICERIMEMBER EtCUJDED" It yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT If 1,000,000 OTHER C Equipment Floater MXI93007385 05/23/09 05/23/10 C 1property Section MXI9300731 05/23/09 05/23/10 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS RE: Underground Monitoring Wells @ Caliche Canyon, West Texas Water Disposal GL: Certificate holder is named as Additional Insured (only if required by written contract) per attached ML1357 (11/04) w/primary language. GL,WC: A Waiver of Subrogation is provided in favor of certificate holder (only if required by written contract). CERTIFICATE HOLDER CANCELLATION CIT-LU8 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL city of Lubbock IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR c/o Purchasing Dept PO Box 2000 REPRESENTATIVES. Lubbock TX 79457 Al RIZEDREPRESPNZ4n"j I TV~'L,t.,ftCy ACORD 25 (2001/08) © ACORD CORPORATION 1988 From:Bridget Simmons FaxID:Upshaw Insurance Age Page 3 of 4 Date:9242009 10:11 AM Page:3 of 4 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. LGORD 25 (2001108) From:Bridget Simmons FaxID:Upshaw Insurance Age Page 4 of 4 Date:9242009 10:1 1 AM Page:4 of 4 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED - OWNERS, LESSEES or CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: City of Lubbock 1. WHO IS AN INSURED (Section 11) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability directly attributable to your performance of "your work" for that insured. 2. With respect to 1. above the following additional provisions apply: 4. Other Insurance The insurance afforded by this Coverage Part is primary insurance and we will not seek contribution from any other insurance available to the insured unless the other insurance is provided by a contractor other than the above named additional insured. We shall be considered as excess insurance of any other insurance provided by a contractor other than the above named additional insured. This amendment applies only when you have agreed by written "insured contract' to designate the person or organization listed above as an additional insured subject to all provisions and limitations of this policy. All other conditions remain unchanged M L 1357 (11 04) Page 1 of 1 CONTRACT I I Page Intentionally Left Blank CONTRACT # 9067 STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 13th day of August, 2009, by and between the City of Lubbock, f County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so, hereinafter referred to as OWNER, and Peterson Drilling & Testing, Inc. of the City of Amarillo, County of Potter and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: BID # 09-731-BM, GROUND WATER MONITORING WELLS AT CALICHE CANYON LANDFILL AND WEST TEXAS REGION DISPOSAL FACILITY and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Conditions of Agreement. Peterson Drilling & Testing Inc's bid dated July 23, 2009 is incorporated into and made a part of this agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. CONTRACTOR: COMPLETE ADDRESS: CITY OF LUBBOCK, TEXAS (OWNER): Llt. By:-�� MAYOR Company I t Address b 3 CA-4 0 City, State, Zip l m ATTESTf--\ A C or e-Secretary ATTEST: City Secre ary APPROVED AS TO CONTENT: AYY V h AJ 1 V VK1V1: City Attorney Page Intentionally Left Blank GENERAL CONDITIONS OF THE AGREEMENT Page intentionally Left Blank 3 GENERAL CONDITIONS OF THE AGREEMENT f 1. OWNER Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit Peterson Drilling & Testing, Inc. who has agreed to perform the work embraced in this contract, or their legal representative. 3. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative John Cobb, Landfill Manager, so designated who shall inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisors or inspectors shall act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS i The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificates, and all other documents made available to Bidder for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to herein as the "contract" or "contract documents". 5. INTERPRETATION OF PHRASES Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," t or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's Representative. 6. SUBCONTRACTOR The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents, but said Subcontractors shall look exclusively to Contractor for any payments due Subcontractor. The City reserves the right to approve or disapprove the selection of any subcontractor(s). 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the party who gives the notice. CONTRACTOR'S RESPONSIBILITIES a 10. 11 12 Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative shall check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative shall not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor shall Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative shall not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished whenever Owner's Representative deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension shall be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and .grades are needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. i 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein.- The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. - 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be _ encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. 1 r L,- 1 Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the work, shall be sustained and borne by the Contractor at its own cost and expense. CHARACTER WORKERS 18. HARA TER OF WO S R The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. i The building of structures for the housing of men or equipment are permitted only at such places as the Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be 1 approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation that may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work shall be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work through oversight or otherwise. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work .is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests shall be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any such work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such 4 ._ " tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents . to make such inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual expenses incurred in preparation for the work as originally planned. 24. EXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work. In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." k; No claim for extra work of any kind shall be allowed unless ordered in writing by Owner's Representative. In a case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C) (1). If Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall r comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the t progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. , 3 I 3 � I27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the - subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change shall be provided ten (10) calendar days in advance of cancellation or change. All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self- insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE ALONG WITH A COPY OF THE ADDITIONAL INSURED ENDORSEMENT. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS A PRIMARY ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. 7 0 C C Commercial General Liability Insurance (Primary Additional Insured and Waiver of Subrogation required) The contractor shall have Comprehensive General Liability Insurance with limits of $500,000 Combined Single Limit in the aggregate and per occurrence to include: Products & Completed Operations Hazard Contractual Liability Personal Injury & Advertising Injury Heavy Equipment XCU (Explosion, Collapse, Underground) Owner's and Contractor's Protective Liability Insurance - NOT REQUIRED Comprehensive Automobile Liability Insurance (Waiver of Subrogation Required) The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $300,000 Combined Single Limit, to include ANY AUTO, all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles. Builder's Risk Insurance/Installation Floater Insurance - NOT REQUIRED E. Umbrella Liability Insurance - NOT REQUIRED f F. Worker's Compensation and Employers Liability Insurance (Waiver of Subrogation required) Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least 500 000. p �— Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC- 82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor Code) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner - operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as foodibeverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. i__J 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. i 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new 1 certificate of coverage with the governmental entity showing that coverage has been extended. 5. The Contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity shall have .on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage ---! showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6 The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4' (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who shall provide services on the project shall be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. G. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the. insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such certificate. (5) A provision that the policy may be canceled only by mailing written notice to the named insured at the address shown in the bid specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. (8) If policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; r 10 provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee. " "Call the Texas Workers' Compensation Commission at 800-372-7713 or 512-804- 4000 (www.tdi.state.tx.us) to receive information of the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage, " and (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the Contractor prior to that person beginning work on the project; (iii) include in all contracts to provide services on the project the following language: 11 "By signing this contract or providing or causing to be provided a certificate of coverage, the person signing this contract is representing to the governmental entity that all employees of the person signing this contract who will h provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reprinting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions."; (iv) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the i current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and t (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (i)-(viii), with the certificate of coverage to be provided to the person for whom they are providing services. t 29. DISABLED EMPLOYEES p Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in I any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, material men and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract and the project which is the subject matter of this contract. When Owner so desires, the Contractor 12 shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and I save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers, agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's Representative prior to bidding. (,-_ 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the Owner, and all of its officers, agents, and employees against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes in the work. In the absence of timely written notification to Owner's Representative of such variance or variances within said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, Contractor shall bear all costs arising therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. SUBCONTRACTING The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as provided by the contract documents. 34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the contract documents, of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced as provided in the contract documents. i If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner 13 may withhold permanently from Contractor's total compensation, the sum of $25.00 (TWENTY-FIVE DOLLARS AND 00/100) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall be in default after the time stipulated for 1 substantially completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. TIME OF PERFORMANCE The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND DELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such ' work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in , securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for i hindrance or delays from any cause during the progress of any part of the work embraced in this contract except-' where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in 14 i_ s 38. 39 U11 41. 42. which event, such expense as in the sole judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their bids offered for the work. In the event the amount of work to be done and materials to be furnished are expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. PRICE FOR WORK In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall 15 determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31) working days after the Contractor has given the Owner's Representative written notice that the work has been substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. 44. FINAL COMPLETION AND PAYMENT The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or warranties implied by law or otherwise. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of certification of final completion by Owner's Representative. 16 46. PAYMENT WTTURELD jThe Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify ( the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of: (a) Defective work not remedied and/or work not performed. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the amount withheld, payment shall be made for amounts withheld because of them. 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's ' Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and F Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the written orders of the Owner's Representative, when such orders are consistent with this contract, then the ? Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-compliance to Contractor shall be required. After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will 1 ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time 17 become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. Should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. , 18 50. 51 52 53 54 55. The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (h) be brought upon, placed, or located, by any party, on the Project site, or any other property of the City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If 19 the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. j 56. NONAPPROPRIATION All funds for payment by the City under this contract are subject to the availability of an annual appropriation for this purpose by the City. In the event of non -appropriation of funds by the City Council of the City of Lubbock for the goods or services provided under the contract, the City will terminate the contract, without termination charge or other liability, on the last day of the then -current fiscal year or when the appropriation made for the then -current year for the goods or services covered by this contract is spent, whichever event occurs first. If at any time funds are not appropriated for the continuance of this contract, cancellation shall be accepted by the Seller on thirty (30) days prior written notice, but failure to give such notice shall be of no effect and the City shall not be obligated under this contract beyond the date of termination. 57. THE CITY RIGHT TO AUDIT At any time during the term of this Contract and for a period of four (4) years thereafter the City or a duly authorized audit representative of the City, or the State of Texas, at its expense and at reasonable times, reserves the right to audit Contractor's records and books relevant to all services provided under this Contract. In the event such an audit by the City reveals any errors/overpayments by the City, Contractor shall refund the City the full amount of such overpayments within thirty (30) days of such audit findings, or the City, at its option, reserves the right to deduct such amounts owing the City from any payments due Contractor. 20 DAVIS BACON WAGE DETERMINATIONS Page Intentionally Left Blank EXHIBIT A GENERAL DECISION: TX20080028 02/08/2008 TX28 Date: February 8, 2008 General Decision Number: TX20080028 02/08/2008 Superseded General Decision Number: TX20070028 State: Texas Construction Types: Heavy and Highway Counties: Ector, Lubbock, Midland, Potter, Randall, Taylor and Tom Green Counties in Texas. HEAVY (excluding tunnels & dams) and HIGHWAY PROJECTS (does not include building structures in rest area projects). Modification Number Publication Date 0 02/08/2008 * SUTX2004-001 11/09/2004 Rates Fringes Asphalt Distributor Operator ... $ 9.25 0.00 Asphalt Heater Operator ........ $ 11.21 0.00 Asphalt paving machine operator$ 11.16 0.00 Asphalt Raker ..................$ 9.51 0.00 Broom or Sweeper Operator ...... $ 8.57 0.00 Bulldozer operator ...........$ 9.76 0.00 Carpenter ......................$ 12.61 0.00 Concrete Finisher, Paving ...... $ 13.26 0.00 Concrete Finisher, Structures..$ 11.20 0.00 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator .......................$ 11.00 0.00 Electrician ....................$ 17.00 0.00 Form Builder/Setter, Structures$ 9.26 0.00 Form Setter, Paving & Curb ..... $ 9.82 0.00 Front End Loader Operator ...... $ 10.52 0.00 Laborer, common ................$ 8.51 0.00 Laborer, Utility ...............$ 10.46 0.00 Mechanic .......................$ 16.85 0.00 Motor Grader Operator Rough .... $ 11.75 0.00 Motor Grader Operator, Fine Grade ..........................$ 13.50 0.00 Planer Operator ................$ 13.36 0.00 Roller Operator, Pneumatic, Self -Propelled .................$ 7.67 0.00 Roller Operator, Steel Wheel, Flat Wheel/Tamping.............$ 8.06 0.00 Roller Operator, Steel Wheel, Plant Mix Pavement .............$ 7.50 0.00 Scraper Operator ...............$ 8.50 0.00 Servicer .......................$ 8.98 0.00 Slip Form Machine Operator ..... $ 13.64 0.00 Tractor operator, Pneumatic .... $ 12.00 0.00 Traveling Mixer Operator ....... $ 12.00 0.00t (' Truck driver, lowboy -Float ..... $ 12.67 0.00 Truck driver, Single Axle, Heavy ..........................$ 8.50 0.00 Truck driver, Single Axle, Light ..........................$ 8.08 0.00 Truck Driver, Tandem Axle, Semi -Trailer ...................$ 8.66 0.00 ), Welder .........................$ 15.25 0.00 Work Zone Barricade Servicer... ---------------------------------------------------------------- $ 8.28 0.00 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION EXHIBIT B Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act. EXHIBIT C Prevailing Wage Rates Legal Holiday Rate The rate for legal holidays shall be as required by the Fair Labor Standards Act. Page Intentionally Left Blank SPECIFICATIONS Page Intentionally Left Blank Project Manual City of Lubbock, Texas Caliche Canyon Landfill (TCEQ MSW No. 69) West Texas Region Disposal Facility (TCEQ MSW No. 2252) Groundwater Monitor Wells June 2009 PSC Project #: 01274508 "I PARKHILLSMITH&COOPER f^l Project Manual City of Lubbock, Texas Caliche Canyon Landfill (TCEQ MSW No. 69) West Texas Region Disposal Facility (TCEQ MSW No. 2252) Groundwater Monitor Wells June 2009 PSC Project #: 01 274508 � HEATHER RAE KEISTER � ............. PARKHILLSMITH&COOPER '+��� S�aIon NA�M��" 6 �z�20Qq TABLE of CONTI+,IVTS DIVISION 0 - BIDDING REQUIREMENTS AND CONTRACT INFORMATION 00805 Supplementary General Conditions .... ................. ..................... .........., .. b DIVISION 1. GENERAL REQUIREMENTS 01010 Summary of Work.........................................................,.,..,,...,.,...,...._,...............,..................2 01025 Measurement and Payment .................. ....... ..... .................... _.......,..>.......... ............................ 3 01300 Submittals.........................................................................................,...,...................................2 01500 Construction Facilities and Temory Controls—.... ...............................................................2 01700 Contract Closeoid............................ --................ .... .................................. --- .....,....... ....... ......2 DIVISION 2 - SITE WORK 02145 Groundwater Monitor Well Construction ............................. ....... ---- ............,............,......... 7 02146 Groundwater Monitor Well Abandonment............................................................ ....... . „2 DIVISION 3 - CONCRETE 03100 Concrete Formwork ............. ................................... ................... ..... ........................4 03200 Concrete Reinforcement .................... ................ ............................. ........................................., 2 03300 Cast -in -Place Concrete ..................................................... ............. ,.,..,.,..._...... ---- .................... 4 DIVISION d - tit Not Used DIVISION 11- EQUIPMENT 11201 Groundwater Monitoring Well Sampling Pump System... .............. ............................ -3 DIVISION 12 -- ib Not Used APPENDIX A — TCEQ FORMS 01274508 TABLE OF CONTENTS TOC - 1 (" 06/09 €i SECTION 00805 SUPPLEMENTARY GENERAL CONDITIONS PART 1-GENERAL The following paragraphs identify and describe changes to specific paragraphs in the General Conditions. 1.1 ADDITIONS, DELETIONS, AND REVISIONS 1.1.1 General Conditions "13. LINES AND GRADES", add a second paragraph as follows: All lines and grades (field surveys) furnished by the Owner's Representative are for initial construction layout and final construction verification. If a portion of the work fails and requires additional work by the Contractor, additional surveys will be provided by the Owner's Representative at Contractors expense. The Contractor shall be billed directly for additional surveys by the surveyor at the rates being paid by the Owner. Failure of the Contractor to pay for additional surveys will result in a reduction of that amount from the final payment. 1.1.2 General Conditions "21.OBSERVATION AND TESTING", add a fourth paragraph as follows: The Contractor shall pay all costs for pre -construction testing called for in the Technical Specifications and for all failing tests during construction. The Owner shall pay for all construction testing expect for failed tests. The Contractor shall be billed directly for failed tests by the testing laboratory at the rate per test being paid by the Owner. Failure of Contractor to pay for failed tests will result in a reduction of that amount from final payment. 1.1.3 General Conditions "26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT", delete the first paragraph of this section. 1.1.4 General Conditions "27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC", modify as follows: Delete the fourth sentence of the first paragraph, i.e., "The Contractor, his sureties... including attorney's fees." and replace it with the following: "The Contractor, his sureties and insurance carriers shall defend, indemnify and save harmless the Owner and all of its officers, agents, including Engineer, and employees from all suits, actions, or claims of any character whatsoever, brought for or on account of any injuries or damages received or sustained by any person or persons or property, on account of any negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the execution and supervision of said contract, and project which is the subject matter of this contract, on account of the failure of the Contractor or any subcontractor to provide necessary barricades, warning lights, or signs and will be required to pay any judgment with costs which may be obtained against the Owner or any of its officers, agents, including Engineer, or employees including attorney's fees." 01274508 SUPPLEMENTARY GENERAL CONDITIONS 00805 - l 06/09 ] 1.1.5 General Conditions "28. CONTRACTOR'S INSURANCE", modify as follows: A. Add the following paragraph after the first paragraph: "All insurance, as hereafter specified, shall include a waiver of subrogation against the Owner, the Owner's agents, and the Owner's Engineer." B. In addition to the City, the Engineer is to be named as an additional insured on the Comprehensive General Liability Insurance, the Owner's Protective or Contingent Public Liability and Property Damage Liability Insurance, the Comprehensive Automobile Liability Insurance and the Excess or Umbrella Liability Insurance policies, and a copy of the endorsement doing the foregoing is to be attached to the Certificates of Insurance for such policies. C. The Engineer is to be named as an additional insured on the Builder's Risk Insurance Policy, as its interests may appear. 1.1.6 General Conditions "39. PROTECTION OF ADJOINING PROPERTY", modify as follows: Delete the last sentence of the paragraph, i.e., "without limiting, in any way, manner and form, the idemnity provided... out of the performance of this contract." and replace it with the following: "The Contractor agrees to indemnify, save and hold harmless the Owner and the Engineer against any claim or claims for damages due to any adjacent or adjoining property arising or growing out of the performance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the existence or character of the work." 1.1.7 General Conditions "51. SPECIAL CONDITIONS", modify as follows: Delete the paragraph and replace it with the following: "In the event any special or supplementary general conditions that are a part of the contract documents conflict with any of the general conditions contained in this contract, then in such event the special or supplementary general conditions shall. control." 1.2 ADDITIONAL PARAGRAPHS 1.2.1 General Conditions 58. CONSTRUCTION PROCEDURES AND SAFETY:" Owners Representative and the Engineer shall not specify construction or service -related procedures and shall not manage, control or have charge of construction, nor shall Owners Representative or Engineer implement or be responsible for health or safety procedures. Owner's Representative and Engineer shall not be responsible for the acts or omissions of Contractor or other parties on the project and shall not be responsible for construction means, methods, techniques, sequences, or procedures, nor for precautions or programs. All of these matters shall be responsibility of the Contractor. Owners Representative's and Engineers monitoring or review of portions of the work performed under any construction contracts shall not relieve the Contractor from its responsibility for performing the work in accordance with the applicable contract documents." Contractor shall defend, indemnify and hold harmless Owner, Engineer, their officials, officers, directors, consultants, agents and employees from and against all claims, damages, whetherdirect, indirect or consequential, losses and expenses (including but not limited to attorney's fees and court costs) connected with any illness, injury or loss to the person or property of Contractor, its subcontractors, suppliers, their employees and agents, or any other person, arising out of or resulting from Contractor's responsibilities under 01274508 SUPPLEMENTARY GENERAL CONDITIONS 00805 - 2 s 06/09 f__ I' C this paragraph; the foregoing shall apply notwithstanding the negligence of any person or entity s indemnified hereunder. Not withstanding the above, the Contractor will not be required to indemnify the Owner's Representative or the Engineer to causes arising out of the Engineer's negligent acts, errors, or omissions. 1.2.2 General Conditions 59. RESIDENT PROJECT REPRESENTATIVE (RPR): General: RPR is Engineer's agent at the site, will act as directed by and under the supervision of Engineer, and will confer with Engineer regarding RPR's actions. RPR's dealings in matters pertaining to the on -site work shall in general be with Engineer and Contractor keeping Owner advised as necessary. RPR's dealings with subcontractors shall only be through or with the full knowledge and approval of Contractor. RPR shall generally communicate with Owner with the knowledge of and under the direction of Engineer. A. Duties and Responsibilities of RPR: 1. Schedules: Review the progress schedule, schedule of Shop Drawing submittals and schedule of values prepared by Contractor and consult with Engineer concerning acceptability. 2. Conferences and Meetings: Attend meetings with Contractor, such as preconstruction conferences, progress meetings, job conferences and other project -related meetings, and prepare and circulate copies of minutes thereof. 3. Liaison: a. Serve as Engineer's liaison with Contractor, working principally through Contractors superintendent and assist in understanding the intent of the Contract Documents, and assist Engineer in serving as Owners liaison with Contractor when Contractor's operations affect Owner's on -site operations. b. Assist in obtaining from Owner additional details or information, when required for proper execution of the Work. B. Shop Drawings and Samples: 1. Record date of receipt of Shop Drawings and samples. 2. Receive samples which are furnished at the site by Contractor, and notify Engineer of availability of samples for examination. Advise Engineer and Contractor of the commencement of any Work requiring a Shop Drawing or sample if the submittal has not been approved by the Engineer. 01274508 SUPPLEMENTARY GENERAL CONDITIONS 00805 - 3 06/09 C. Review of Work, Rejection of Defective Work, Inspections and Tests: Conduct on -site observations of the Work in progress to assist Engineer in determining if the Work is in general proceeding in accordance with the Contract Documents. 2. Report to Engineer whenever RPR believes that any Work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test or approval required to be made; and advise Engineer of Work that RPR believes should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. 3. Verify that tests, equipment and systems startups and operating and maintenance training are conducted in the presence of appropriate personnel, and that Contractor maintains adequate records thereof; and observe, record and report to Engineer appropriate details relative to the test procedures and startups. 4. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections and report to Engineer. D. Interpretation of Contract Documents: Report to Engineer when clarifications and interpretations of the Contract Documents are needed and transmit to Engineer. Transmit to Contractor decisions as issued by Engineer. E. Modifications: Consider and evaluate Contractor's suggestions for modifications in Drawings or Specifications and report with RPR's recommendations to Engineer. Transmit to Contractor decisions as issued by Engineer. F. Records: 1. Maintain at the job site orderly files for correspondence, reports of job conferences, Shop Drawings and samples, reproductions of original Contract Documents including all Work Directive Changes, Addenda, Change Orders, Field Orders, additional Drawings issued subsequent to the execution of the Contract, Engineer's clarifications and interpretations of the Contract Documents, progress reports, and other Project related documents. 2. Keep a diary or log book, recording Contractor hours on the job site, weather conditions, data relative to questions of Work Directive Changes, Change Orders or changed conditions, list of job site visitors, daily activities, decisions, observations in general, and specific observations in more detail as in the case of observing test procedures; and send copies to Engineer. 3. Record names, addresses and telephone numbers of all Contractors, subcontractors and major suppliers of materials and equipment. 01274508 SUPPLEMENTARY GENERAL CONDITIONS 00805 - 4 06/09 i G. Reports: 1. Furnish Engineer periodic reports as required of progress of the Work and of Contractor's compliance with the progress schedule and schedule of Shop Drawing and sample submittals. 2. Consult with Engineer in advance of scheduled major tests, inspections or start of important phases of the Work. 3. Draft proposed Change Orders and Work Directive Changes, obtaining backup material from Contractor and recommend to Engineer Change Orders, Work Directive Changes, and Field Orders. 4. Report immediately to Engineer and Owner upon the occurrence of any accident. H. Payment Requests: Review applications for payment with Contractor for compliance with the established procedure for their submission and forward with recommendations to Engineer, noting particularly the relationship of the payment requested to the schedule of values. Work completed and materials and equipment delivered at the site but not incorporated in the Work. I. Certificates, Maintenance and Operation Manuals: During the course of the Work, verify that certificates, maintenance and operation manuals and other data required to be assembled and furnished by Contractor are applicable to the items actually installed and in accordance with the Contract Documents, and have this material delivered to Engineer for review and forwarding to Owner prior to final payment for the Work. Completion: 1. Before Engineer issues a Certificate of Substantial Completion, submit to Contractor a list of observed items requiring completion or correction. 2. Conduct final inspection in the company of Engineer, Owner, and Contractor and prepare a final list of items to be completed or corrected. 3. Observe that all items on final list have been completed or corrected and make recommendations to Engineer concerning acceptance. K. Limitations of Authority: Resident Project Representative: 1. Shall not authorize any deviation from the Contract Documents or substitution of materials or equipment, unless authorized by Engineer. 2. Shall not exceed limitations of Engineer's authority as set forth in the Agreement or the Contract Documents. Shall not undertake any of the responsibilities of Contractor, subcontractors or Contractor's superintendent. 01274508 SUPPLEMENTARY GENERAL CONDITIONS 00805 - 5 06/09 f, 4. Shall not advise on, issue directions relative to or assume control over any aspect of the means, methods, techniques, sequences or procedures of construction unless such advice or directions are specifically required by the Contract Documents. 5. Shall not advise on, issue directions regarding or assume control over safety precautions and programs in connection with the Work. 6. Shall not accept Shop Drawing or sample submittals from anyone other than Contractor. 7. Shall not authorize Owner to occupy the Project in whole or in part. 8. Shall not participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by Engineer. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01274508 SUPPLEMENTARY GENERAL CONDITIONS 00805 - 6 06/09 "Y SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL 1.1 SECTION INCLUDES A. Work covered by Contract Documents B. Contractor use of site. C. Owner occupancy. 1.2 RELATED SECTIONS A. General Conditions. B. Section 01300 - Submittals: Schedules of Values. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Identification: City of Lubbock Caliche Canyon Landfill (TCEQ MSW No. 69) and West Texas Region Disposal Facility (TCEQ MSW No. 2252) Groundwater Monitor Wells: I. Location: Caliche Canyon Landfill 8425 North Avenue P, Lubbock, Texas: and WTRDF: 17304 N FM 2528 (N. Frankford Avenue), Lubbock, Texas TCEQ MSW Permit Nos. 69 and 2252 2. Owner. Lubbock, Texas. B. Verbal Summary: Without force or effect on requirements of the Contract Documents a brief description of the Project is as follows: New wells, sampling pumps, portable pump controller, sampling tube, assemblies, portable generator, and other miscellaneous appurtenances. C. The work will be constructed under a single prime contract. 1.4 CONTRACTOR USE OF PREMISES A. General: During the construction period the Contractor shall have full use of the premises for construction operations, including use of the site. The Contractor's use of the premises is limited only by the Owner's right to perform work or to retain other contractors on portions of the Project. B. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated. 1. Owner Occupancy: Allow for Owner occupancy. 2. Driveways and Entrances: Keep entrances serving the premises clear and available to the Owner, the Owner's employees, and emergency vehicles at all times. 01274508 SUMMARY OF WORK 01010 - 1 06/09 I i e 1.5 PROTECTION OF EXISTING UTILITIES AND STRUCTURES A. The Contractor shall exercise care to prevent damage to, and shall be liable for any damage to, and for maintenance and protection of such lines and structures as are shown on the drawings or otherwise brought to the attention of the Contractor. The Contractor shall not cut, remove, change or disturb any existing lines, except as provided by the plans and these specifications, without the express permission of the Owner of any such line. Utility adjustments or relocations will be accomplished by the Owner of each utility, except for water and sewer or as otherwise shown on the drawings. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01274508 SUMMARY OF WORK 01010 - 2 j 06/09 4 _. SECTION 01025 MEASUREMENT AND PAYMENT PART 1- GENERAL The unit price or lump sum price bid on each item, as stated in the proposal, shall include furnishing all labor, superintendence, machinery, equipment, and materials necessary or incidental to complete the various items of work in accordance with the plans and specifications. The quantities listed in the Bid Sheet are estimated for the purpose of comparing bids. Payment for each item will be made for actual field measured quantities. Cost of work or materials shown on the plans or called for in the specifications and for which no separate payment is made shall be included in the bid price with the most applicable item(s). 1.1 MOBILIZATION/DEMOBILIZATION (Bid Item 1) Mobilization/Demobilization shall be paid on a lump sum basis and shall include costs associated with move -in and move -out costs, related equipment and labor, bid bond, performance and construction bonds and insurance required for this project. Mobilization shall not exceed 10% of the total bid price. 1.2 SLUSH PITS (Bid Item 2) Payment will be made on a per each basis and shall include digging the slush pits of ample size, including the necessary drainage ditches, filling the slush pit and disposing of all sand, muck and other waste materials, regrading the entire well site location, at the contract price for "Digging Slush Pit." 1.3 DRILLING WELLS (Bid Item 3) The total depth of the holes, as authorized by the engineer, measured from the ground surface to the bottom of the hole will be measured for payment on a vertical foot basis. This price shall include all costs of drilling the hole through whatever materials required and whatever materials that are encountered to the depth directed by the Engineer; for keeping the log; and for cleaning the well in preparation for developing and testing. 1.4 CASING (Bid Item 4) Payment for the actual amount of casing placed in the well will be made at the contract unit price per vertical foot for flinch casing. This price shall include all costs of furnishing and setting the casing with centralizers as specified. 1.5 WELL SCREEN (Bid Item 5) Payment for well screen will be made for the actual length of well screen at the contract unit price per vertical foot for 4-inch well screen. This price shall include all costs of furnishing and setting the well screen with centralizers as specified. 01274508 MEASUREMENT AND PAYMENT 01025 - 1 06/09 i 1.6 FILTER PACK (Bid Item 6) Payment will be made for the actual number of linear feet of filter pack placed in the well at the contract unit price per vertical foot. This bid price shall be complete compensation for furnishing the filter pack, loading and unloading, providing the pipe and other equipment required to place the filter pack as specified, furnishing weight tickets on the materials and other incidental costs. 1.7 BENTONITE ANNULAR SEAL (Bid Item 7) Each well shall have a two -foot minimum thickness of pellets installed in the annular space of the well just above the filter pack. Payment will be made on a vertical foot basis for furnishing and installing the pellets complete and in place in each well. I'8 CEMENT-BENTONITE CASING SEAL (Bid Item 8) Payment will be made for installing a cement-bentonite casing seal on top of the annular seal in each well on a per vertical foot basis. 1.9 DEVELOPMENT AND TESTING (Bid Item 9) Payment for cleaning and developing the well will be paid on a per each basis. This price shall include furnishing all equipment, labor, fuel, materials, superintendence and all incidentals necessary to achieve well development as specified. 1.10 CASING PLUG (Bid Item I0) i - The furnishing and installing of casing plugs at the locations shown on the drawings shall be paid ; for at the unit price bid per each for furnishing and installing casing plugs. The price bid shall be full compensation for furnishing and installing the casing plugs and providing connections to pump electrical leads, discharge tubing and lifting cables in accordance with plans and specifications, complete in place. 1.11 CONCRETE SEALING BLOCK (Bid Item 11) 4i All work involved in constructing the concrete sealing block, as well as any incidental items required for a complete installation as shown or specified shall be paid for at the unit price per each bid. Price to include all concrete, steel reinforcement, form work, as well as labor and other miscellaneous items necessary to construct the concrete sealing block as shown on the plans. 1.12 PROTECTIVE STEEL COLLAR (Bid Item 12) Payment will be made for furnishing and installing protective steel collars as specified and in locations shown on the plans on a per unit basis. Price shall include all material, labor, equipment and superintendence necessary to install the protective steel collars. 01274508 MEASUREMENT AND PAYMENT 01025 - 2 3 06/09 1.13 GROUNDWATER MONITOR WELL SAMPLING PUMPS (Bid Item 13) Payment will be made for furnishing and installing sampling pumps at the locations shown on the drawings. The price shall include furnishing and installing the pump and motor units with all electrical leads, discharge tubing, lifting cables, and other incidentals for constructing the sampling pump units in accordance with the plans and specifications. 1.14 BOLLARDS (Bid Item 14) Payment will be made for furnishing and installing bollards as specified and in locations shown on the plans to form a protective barrier on a per unit basis. 1.15 WELL ABANDONMENT (Bid Item 15) Payment will be made for plugging and abandoning existing borings and monitoring wells identified on the plans and as specified on a per each basis. Price will include all material, labor, equipment, and superintendence necessary to plug and abandon the wells. 1. 16 FINAL CLEANUP The Contractor shall make a final cleanup of all parts of the work before final acceptance of the work by the Owner. This cleanup shall include among other things, removing all construction materials and repairing the sites of the work to the original condition in an orderly manner. The cost of cleanup shall be included as a part of the cost of the various items of work involved and no direct compensation will be made for this work. 1.17 PAYMENT Payment will be made for all work covered in the contract documents at the contract price per unit or will be included in the lump sum price per job for items, as shown on the bid proposal for quantities of work actually constructed, authorized and accepted. Such payment shall be complete compensation for the complete performance of the work in accordance with the drawings and the provisions of these specifications. No separate payment will be made for compliance with these specifications. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used 01274508 06/09 END OF SECTION MEASUREMENT AND PAYMENT 01025 - 3 SECTION 01300 SUBMITTALS PART 1- GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Resubmittal requirements. C. Construction progress schedules. D. Proposed products list. E. Shop drawings. F. Product data. G. Samples. H. Manufacturers' instructions. I. Manufacturers' certificates. 1.2 RELATED SECTIONS A. General Conditions. B. Section 01019 - Contract Considerations: Schedule of Values. C. Section 01700 - Contract Closeout: Contract warranty, manufacturer's certificates and closeout submittals. 1.3 SUBMITTAL PROCEDURES A. Transmit each submittal with Contractor's standard transmittal letter including Contractor's name, address and phone number. B. Identify Project, Contractor, Subcontractor or supplier, pertinent Drawing sheet and detail number(s), and specification Section number, as appropriate. C. Apply Contractors stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. D. Schedule submittals to expedite the Project, and deliver to Engineer at his business address. Coordinate submission of related items. E. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. F. Provide space for Contractor and Engineer review stamps. G. Revise and resubmit submittals as required, identify all changes made since previous submittal. H. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.4 RESUBMITTAL REQUIREMENTS A. Revise initial submittal as required and resubmit to meet requirements as specified. B. Mark as RESUBMITTAL. 01274508 06/09 SUBMITTALS 01300 - 1 t.........; 1.5 PROPOSED PRODUCTS LIST A. Within..15 days after date of Notice to Proceed, submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. - 1.6 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus four copies which will be retained by the Engineer. B. Mark each copy to identify applicable products, models, options, and other data. C. Include recommendations for application and use, compliance with specified standards of trade associations and testing agencies. D. Include notation of special coordination requirements for interfacing with adjacent work. E. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 - Contract Closeout. 1.7 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. - B. Identify conflicts between manufacturers' instructions and Contract Documents. 1.8 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturers' certificate to Engineer for review, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Engineer. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01274508 SUBMITTALS 01300 - 2 06/09 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART1-GENERAL 1.1 SECTION INCLUDES A. Temporary Utilities: Electricity, ventilation, telephone service, water, and sanitary facilities. B. Temporary Controls: Barriers, enclosures, protection of the Work, and water control. C. Construction Facilities: Access roads, parking, progress cleaning, project signage, and temporary buildings. 1.2 RELATED SECTIONS A. General Conditions. B. Section 01700 - Contract Closeout: Final cleaning. 1.3 TEMPORARY WATER SERVICE A. Contractor shall be responsible for transporting water for construction purposes and potable water for construction personnel. Owner will provide water from a source close to the work site. 1.4 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. B. Permanent building facilities shall not be used during construction operation. Maintain daily in clean and sanitary condition. 1.5 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas to allow for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Protect non -owned vehicular traffic, stored materials, site and structures from damage. 1.6 STORM WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. 1.7 EXTERIOR ENCLOSURES A. Provide temporary insulated weather -tight closure to accommodate protection for Products. 01274508 06/09 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 1 1.8 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification Sections. B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. 1.9 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01274508 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 2 06/09 SECTION 01700 CONTRACT CLOSEOUT PART 1-GENERAL 1.1 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting. D. Project record documents. E. Operation and maintenance data. F. Warranties. G. Spare parts and maintenance materials. 1.2 RELATED SECTIONS A. General Conditions. B. Section 01500 - Construction Facilities: Progress cleaning. 1.3 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Engineer's inspection. B. Provide submittals to Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.4 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Remove waste and surplus materials, rubbish, and construction facilities from the site. C. Repair, patch and touch-up marred surfaces to match adjacent finishes. 1.5 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.6 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. 01274508 CONTRACT CLOSEOUT 01700 - 1 06/09 $ "S B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: m I. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. t 2. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 3. Field changes of dimension and detail. t 4. Details not on original Contract Drawings. 5. Changes made by addenda and modification. F. Submit documents to Engineer with claim for final Application for Payment. 1.7 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble with metal prong binder in durable plastic presentation cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.8 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to project site and place in location as directed; obtain receipt prior to final payment. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01274508 CONTRACT CLOSEOUT 01700 - 2 06/09 fi SECTION 02145 GROUNDWATER MONITOR WELL CONSTRUCTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 — General Requirements apply to the work of this Section. 1.2 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation, title or are used to establish criteria. The latest publication in use at the time of the executed contract shall be the one used on this project. A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 1. ASTM C 150 Standard Specification for Portland Cement. 2. ASTM D480 Standard Specification for Thermoplastic Well Casing Pipe and Couplings made in SDR, SCH40 and SCH80. B. TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) 1. Owner's MSW Permit 2. 30 TAC §330.421 Monitor Well Construction Specification. 1.3 RELATED SECTIONS A. Section 03300 — Cast -In -Place Concrete 1.4 SUMMARY A. These specifications describe the construction of eighteen (18) new groundwater monitor wells. The new wells will be drilled at the specific site location designated on the plans. Well installation and development shall be performed by a qualified monitor well driller licensed in the State of Texas, experienced specifically in the installation of landfill groundwater monitor wells. Installation and development shall be supervised by a licensed professional engineer who is familiar with the geology of the area. B. From available data, it is estimated that the depth of each well will be approximately 130 to 200-feet. Each groundwater monitor well will require approximately 22-feet of well screen. 1.5 REPORTS A. The Contractor is required to submit detailed geologic information from each well, a description of development procedures, any particle size or other sample data from the well, and all forms required by TCEQ or other agencies to the Owner and Engineer within 10 days after completion of the monitor well installation. Forms the Contractor will complete to TCEQ and provide to Engineer, in addition to the State of Texas Well Report, are included in Appendix A. 01274508 GROUNDWATER MONITOR WELL CONSTRUCTION 02145 - l 06/09 s 1.6 SURVEY A. The owner will provide survey hubs near each location for final elevation verification. B. It will be the Contractor's responsibility to protect the hubs during construction and provide all !' appropriate top well elevations and a surveyor's pin as shown at each completed well installation. All survey work in setting the final elevations will be accomplished by a licensed professional surveyor. Any off -set hubs that are lost or damaged by the Contractor will be replaced at the Contractor's expense. 1.7 ENVIRONMENTAL PROTECTION A. The Contractor shall take all precautions as may be required to prevent contaminated water or water having undesirable physical or chemical characteristics from entering the water supply stratum through the well bore or by seepage from the ground surface. The Contractor also shall take all precautions necessary to prevent contamination of the ground surface or surface waters resulting from drilling of the well. PART 2-PRODUCTS 2.1 CASING MATERIAL A. The casing shall be 4-inch nominal diameter and shall be new National Science Foundation certified polyvinyl chloride (PVC) Schedule 40 pipe (ASTM F480). The casing shall be furnished with flush -threaded ends, screw joints (no glue or solvents are allowed), and in such lengths that they can be properly handled and aligned with the equipment. Polytetrafluorethylene (PTF) or O-rings shall be used at all casing joints. Collar couplings are not allowed. No cement glue or solvent joints are permitted. No inks, labels, or other manufacturer markings will be permitted on the casing. The contractor shall provide a manufacturer's affidavit which states the ASTM specification to which the casing complies. The casing shall be cleaned and packaged at the place of manufacture; the packaging shall include a PVC wrapping on each section of casing to keep it from being contaminated prior to installation. 2.2 DRILLING FLUID A. Use a drilling fluid which facilities the removal of formation cuttings and stabilizes drilling and completion operations. One (1) of the following types of drilling fluids may be used: Fresh water -based drilling fluid or natural drilling fluids with at least 0.5 mg/I of chlorine residual. B. Additives may be used at the discretion of the Contractor upon Engineer approval. Drilling fluid properties shall be maintained within limits that will allow their complete removal from the well and will not damage the potential capacity, efficiency or quality of the well. Any additives used shall be logged. 2.3 WELL SCREEN MATERIAL A. Additives may be used at the discretion of the Contractor upon Engineer approval. Drilling fluid properties shall be maintained within limits that will allow their complete removal from the well and will not damage the potential capacity, efficiency or quality of the well. Any additives used shall be IobQed. 01274508 GROUNDWATER MONITOR WELL CONSTRUCTION 02145 - 2 06/09 B. The well screen shall be 4-inch nominal diameter and shall be new National Science Foundation certified polyvinyl chloride (PVC) Schedule 40 pipe (ASTM F480). All materials shall be prime quality and no rejects or limited service pipe will be acceptable. All screen pipe shall be furnished with threaded flush ends and screw joints. No cement glue or solvent joints are permitted. Well screen shall be free of ink, labels or other markings. Screen pipe shall be furnished in such lengths that they can be properly handled and aligned with the equipment. The Contractor shall provide a manufacturer's affidavit which states the ASTM specification to which the screen complies. C. The slot opening size shall be 0.010 inches wide by 2 inches long. There shall be 4 rows of slots along the entire length of the screen with 44 slot openings per row per foot of length of pipe. The well screen shall be of sufficient size and design to hold back and support the filter pack material. The openings shall be smooth, sharp -edged and free of any burns, chipped edges or broken pieces on the interior and exterior surface of the pipe and the openings shall not be larger than the smallest fraction of filter pack. Field constructed screen (field -cut slots) is not acceptable. Filter cloth shall not be used. The plastic pipe screen strength properties shall be equivalent to those for the plastic casing with which the screen is used. The pattern of the openings shall be uniformly spaced around the periphery of the well screen. D. A two (2) -foot length of blank screen or casing shall be used at the base of the screen as a sediment trap. The material used shall be the same material used for casing and screen. 2.4 FILTER PACK A. Material for filter packing the wells shall be selected by the Contractor upon a recommendation from the well screen manufacturer. The gravel to be utilized will be Brady, Texas gravel, size 2040. All equipment that comes into direct contact with the filter material shall not introduce any contaminant into the material. Any filter material contaminated by Contractor efforts shall be properly disposed and replaced at the Contractor's expense. 2.5 BENTONITE ANNULAR SEAL A. Annular seal shall consist of coarse -grain or coarse -grit sodium bentonite pellets, having a nominal dimension of 3/8-inch, or bentonite grout. The bentonite used will be of the variety normally used in water well operations. Irregular bentonite pellets, i.e. "Hole Plug" by trade name, may be used unless the Engineer determines that the material will not flow properly into place. If a bentonite grout (without cement) casing seal is used in the well bore, then it may replace the annular seal described above. 2.6 CASING SEAL A. The casing seal shall consist of a cement-bentonite mixture placed on top of the annular seal. Drilling spools, cuttings, or other native materials are not permitted for use as a casing seal. Quick -setting cements are not permitted because contaminants may leach from them into the groundwater. Cement shall conform to ASTM C150, Type I or II. The mixture shall be proportioned in the amount of 5.2 gallons of water to 94 pounds of cement. Combine four (4) or five (5) pounds of bentonite powder by weight with the cement/water mixture. Water used shall be free of oil and other organic material. Dissolved minerals in the water should be less than 2,000 mg/l. 01274508 GROUNDWATER MONITOR WELL CONSTRUCTION 02145 - 3 ' 06/09 i t 2.7 CASING PLUG 1 is A. The top of the casing shall be protected by a threaded or slip-on top cap or by a sealing cap or screw -plug seal inserted into the top of the casing. The casing plug shall be a Universal Valve Co. model number 1300-40 or approved equal. The cap shall be vented to prevent buildup of methane or other gases and shall be designed to prevent moisture from entering the well. 2.8 PORTLAND CEMENT CONCRETE A. Concrete shall be high -quality structural -type concrete and shall conform to Section 03300. 2.9 PROTECTIVE STEEL COLLAR A. Provide an 8-inch steel pipe with a lockable hinged top flap or cover as shown on the plans including a sturdy master lock, maintained in working order, and kept locked when the well is not being purged or sampled. Each master lock for the wells shall be operational with the same key. Furnish Owner all keys associated with the master locks. Square shaped protective collars, 8-inch by 8-inch, may be acceptable upon Engineers approval. Wall thickness and fabrication must be comparable to pipe collars. 2.10 BOLLARD A. Provide 6-inch (Sch. 40) steel pipe filled with Portland cement concrete as shown on the plans. PART 3 - EXECUTION 3.1 SLUSH PITS A. The Contractor shall provide the necessary slush pits and drainage ditches. Slush pits and drainage ditches shall be excavated as required and, after completion of the well, the slush pits and drainage ditches shall be filled and all sand, muck, and other unsuitable materials shall be removed from the site and the entire area regarded to approximately its original condition. Payment for this item will be made as provided under the payment paragraph. Slush pit locations shall be coordinated with the Owner to cause the minimum damage to the adjacent areas and simultaneous construction by others. 3.2 GROUNDWATER MONITOR WELL CONSTRUCTION A. Decontamination: 1. Prior to drilling each hole, all drilling equipment must be decontaminated by steam cleaning with equipment approved for use by the Engineer. Care must be taken not to introduce contaminants (grease, diesel fuel, drilling mud, drill stem thread lubricants, solvents, contaminated water, etc.). Any drilling fluid used other than a TCEQ approved city water source must be approved by the TCEQ before use at Contractor's expense. If city water is used, a current chemical analysis of the city water shall be provided with the monitor well report. Also, decontaminate all casing, screens, bailers, pumps, piping, etc., before placing in bore hole. 01274508 GROUNDWATER MONITOR WELL CONSTRUCTION 02145 - 4 06/09 f, F 2.7 CASING PLUG A. The top of the casing shall be protected by a threaded or slip-on top cap or by a sealing cap or screw -plug seal inserted into the top of the casing. The casing plug shall be a Universal Valve Co. model number 1300-40 or approved equal. The cap shall be vented to prevent buildup of methane or other gases and shall be designed to prevent moisture from entering the well. 2.8 PORTLAND CEMENT CONCRETE A. Concrete shall be high -quality structural -type concrete and shall conform to Section 03300, 2.9 PROTECTIVE STEEL COLLAR A. Provide an 8-inch steel pipe with a lockable hinged top flap or cover as shown on the plans including a sturdy master lock, maintained in working order, and kept locked when the well is not being purged or sampled. Each master lock for the wells shall be operational with the same key. Furnish Owner all keys associated with the master locks. Square shaped protective collars, 8-inch by 8-inch, may be acceptable upon Engineers approval. Wall thickness and fabrication must be comparable to pipe collars. 2,10 BOLLARD A. Provide 6-inch (Sch. 40) steel pipe filled with Portland cement concrete as shown on the plans. PART 3 - EXECUTION 3.1 SLUSH PITS A. The Contractor shall provide the necessary slush pits and drainage ditches. Slush pits and drainage ditches shall be excavated as required and, after completion of the well, the slush pits and drainage ditches shall be filled and all sand, muck, and other unsuitable materials shall be removed from the site and the entire area regarded to approximately its original condition. Payment for this item will be made as provided under the payment paragraph. Slush pit locations shall be coordinated with the Owner to cause the minimum damage to the adjacent areas and simultaneous construction by others. 3.2 GROUNDWATER MONITOR WELL CONSTRUCTION A. Decontamination: 1. Prior to drilling each hole, all drilling equipment must be decontaminated by steam cleaning with equipment approved for use by the Engineer. Care must be taken not to introduce contaminants (grease, diesel fuel, drilling mud, drill stem thread lubricants, solvents, contaminated water, etc.). Any drilling fluid used other than a TCEQ approved city water source must be approved by the TCEQ before use at Contractor's expense. If city water is used, a current chemical analysis of the city water shall be provided with the monitor well report. Also, decontaminate all casing, screens, bailers, pumps, piping, etc., before placing in bore hole. 01274508 GROUNDWATER MONITOR WELL CONSTRUCTION 02145 - 4 06/09 B. Drilling: �- 1. Drilling shall be done with rotary drilling equipment which is of sufficient size to drill the well to the required depth and diameter. The well shall be drilled, cased and developed in a workmanlike manner. If any fluids are necessary in drilling or installation, then clean, treated city water shall be used; other fluids must be approved in writing by the executive director before use. If city water is used, a current chemical analysis of the city water shall be provided with the monitor well report. If no water meeting these requirements if available on site, Contractor shall be responsible for providing water and chemical analysis. There is no potable city water supply to the Caliche Canyon Landfill. Contractor will be responsible for supplying water needed for drilling, along with the chemical analysis. The well shall be drilled straight and plumb within the limits specified. The plumbness of the well shall be such that the variation from truly vertical does not vary more than one-half of one degree at any point being tested. If the data obtained in caging the well indicates that there are any bends, kinks or . corkscrews in the well, to such an extent that in the opinion of the Engineer, they would be detrimental to the operation of the pumping equipment, the alignment shall be checked by lowering a section of pipe 40 feet long into the well. The outside diameter of the pipe shall not be more than 3/4" smaller than the inside diameter of the casing being tested. The 40-foot length of pipe when lowered into the casing shall move freely through the entire length of the casing. Should the alignment or plumbness of the casing fail to meet the above requirements, the alignment and plumbness shall be corrected by the Contractor at his own expense. The Contractor shall make such checks of the hole while drilling is in progress as he may deem necessary to maintain the proper alignment y and plumbness of the hole. In order to determine the plumbness and alignment of the well, the Contractor shall furnish the necessary equipment for caging the well, and if necessary a 40-foot length of pipe for checking alignment. As soon as the well casing has been set, the well shall be caged by the Contractor and the caging data recorded by the Contractor. 2. If no water meeting these requirements is available on site, Contractor shall be responsible for providing water and chemical analysis. There is no potable.city water supply to the Caliche Canyon Landfill. Contractor will be responsible for supplying water needed for drilling, along with the chemical analysis. 3. From the ground surface to bottom of each planned well, the bore hole shall be drilled not less than 10-5/8 inches in diameter. The log shall also be made under the supervision of a licensed professional engineer or licensed professional geologist who is familiar with the geology of the area. The log must also be sealed, signed and dated by the licensed professional engineer or geologist. C. Samples and Drilling Log: I. A careful log of each hole drilled shall be prepared and signed by the driller. The log shall describe in detail each formation found, with sample number and depth, the depth to each water bearing formation found, and the static water level in the well. The soils/sediments encountered will be visually classified in the field using the Unified Soils Classification System. i D. Casing and Screen: I. The Contractor shall furnish and set all casing and well screen required for the construction of the well. The well screens shall be directly connected to the casing. The , well screen for each groundwater monitor well shall be as shown in the schedule below: i- 2. The solid casing and well screen shall be set as soon as drilling is completed and shall extend from the bottom of the drilled hole to 39-inches above the existing ground as shown on the plans. The casing shall be set truly vertical and centered in the hole. Well 01274508 GROUNDWATER MONITOR WELL CONSTRUCTION 02145 - 5 06/09 casing and screen shall have approved centering devices spaced 120 degrees apart at intervals not exceeding 40-feet along the length of the screen and casing. CALICHE CANYON LANDFILL (TCEQ MS W 69) ][GROUNDWATER MONITORWELLSINSTALLATIONDA'A -41 �I WIaLLUNO.EVATION �.� � k• G �;,�ft� � � , aELEVATIONS w� PACKS (ft�MSL}� ELEVATION S �N �� .�(ft MSL}�� SCREEN LENGTI-I� WELL DEPTH k 112 3222.5 3124.8 3122.8 22G 122.7 113 3248.5 3112.9 3110.9 22 160.6 114 3250.5 3121.5 3119.5 22 151.5 115 3247 3120.9 3118.9 22 151.1 116 3237 3121.0 3119.0 22 141.0 117 3241 3122.2 3120.2 22 143.8 118 3250 3123.5 3121.5 22 151.5 119 3245 3126.0 3124.0 22 144 WEST TEXAS REGION DISPOSAL FACILITY (TCEQ MSW 2252) GROUN MM bATA YWATER 1 ONITOR WELIS INST LATION 'h �"°�t"�".s5.:.,x `3 #£ F+# �-+"�������j.. 3 �'a'T "' �"�."sf �? R`'Y� ���'� �S %" Y R� � e4� `4 eT✓�x'�r-�` b��Y Fs fs:�t, £.: fij•7o-. rr'i3v..x �s+a.Y�1�5z. �'a Y".,`�.`�,,...-�:s=s�`'�3a:"r`.s'Y3'���a .s'Y"4,.5'-rta4.�,,; ��«��T3'Y�'�Ts$;`4 zt, �..S .,,,�.'€, � �� �� ` r� �x� ��1� � "t S'05 GROUND ��ELEVATIONA F1fi,T'ER ELEVATION�� �TPOF SCREENS LENGTHS ` WELL �€ DEPTH WELT. ISO � Pr r LEVATION F UM -PAC SCREEN Q ��a i (ft) t (it ��� . r x j! f sY d 4 s (ftIVISL) u. 2a 3364 3210.3 3208.3 22... 176.7 3a 3363 3209.8 3207.8 22 176.2 4 3363 3209.4 3207.4 22 176.6 5 3365.5 3209.0 3207.0 22 179.5 6 3365.2 3209.5 3207.5 22 178.7 8 3365.8 3210.0 3208.0 22 178.8 20 3384 3196.4 3192.4 22 210.6 21 3385 3194.9 3192.9 22 213.1 22a 3383.8 1 3193.4 3191.4 22 213.4 23 3379 1 3192.7 3190.7 1 22 209.3 *Screen length includes 2-foot blank screen sediment trap at base of screen. 01274508 GROUNDWATER MONITOR WELL CONSTRUCTION 02145 - 6 06/09 E. Filter Pack: 1. As soon as the casing has been set, the space between the casing and the wall of the well shall be filled with a gravel filter pack in the following manner. The gravel shall be carefully placed by methods approved by the Engineer. The method shall be such that the gravel is uniformly placed around the casing to the desired thickness. The process shall be continued until the gravel is two (2) feet above the well screen. F. Annular Seal: 1. The annular seal shall be placed above the gravel pack and shall be at least two feet thick. The seal will be placed within the zone of saturation to maintain hydration. The Contractor shall place the seal on top of the filter pack by methods approved by the Engineer. The method shall be such that the pellets are uniformly distributed around the casing to obtain the desired thickness. Verification of the uniformity shall be made. Once verification of uniformity is complete, the bentonite shall be hydrated with clean water and let stand for 12 hours. No bentonite is to be dropped into the well casing. Special care shall be taken to ensure that fine material or grout does not plug the filter below. G. Casing Seal: 1. The annular space between the casing and walls of the hole shall be filled with a cement- bentonite slurry in the upper region of each well. No method will be approved that does not specify the forcing of the slurry from the bottom of the space to be grouted toward the surface. Grouting shall be done in a continuous manner to insure that the entire annular space is filled in one operation. The cement-bentonite slung will be placed from the top of the annular seal upward, to 2.5-feet from the top of the hole. H. Development and Testing: 1. Following construction, the well shall be developed until the water pumped from the well is substantially free from all artifacts of drilling (clay film, bentonite, sand, etc.). The well shall also be developed to open the water bearing zone for maximum Flow into the well. Pumping shall continue until the turbidity is less than five (5) on the Jackson Turbidity Scale specified in AWWA Standard Methods for the Examination of Water and Wastewater. Developing equipment shall be of an approved type and of sufficient capacity to remove all sand, rock cuttings, and any other foreign material. Development shall not commence on any individual well unless that well has been grouted at least twenty-four (24) hours with cement-bentonite slurry. 2. In addition to turbidity, driller will be tested for pH, specific conductance and temperature. Development shall continue with all water used or affected during drilling activities have been removed and these field measurements have stabilized. 3.3 CONCRETE SEALING BLOCK A. After completion of the well a concrete pad shall be constructed continuously from the top of the cavity seal to the top of the ground in accordance with the plans. This formed surface pad shall be at least six (6) inches thick and six (6) feet square. The pad shall be reinforced as shown on the plans. The top of well foundation shall be given a smooth, neat finish with trowel and light brush. The slab will be constructed so as to drain away from the protective casing cover with a minimum slope of 1/4-inch per foot. 3.4 PUMP INSTALLATION A. Following well construction, install sampling pumps per Section 11201 of this specification. 01274508 GROUNDWATER MONITOR WELL CONSTRUCTION 02145 -7 06/09 3.5 PROTECTIVE STEEL COLLAR AND CASING PLUG A. The protective steel collar shall be set in the concrete sealing block during its construction, embedded to a minimum depth of one foot and shall extend at least three inches above the top of the well casing (and top cap, if present). The well number or other designation shall be marked permanently on the protective steel collar. 3.6 BOLLARD A. - Construct the bollards so they form an independent protective barrier for the concrete cap and seal as shown on the plans. 3.7 CLEANING UP A. After -completion and testing of the well, the Contractor shall remove all debris including excess sand from the site, fill all slush pits and drainage ditches, and grade around the site, leveling all materials taken from the weII during drilling so that the area is left in a neat condition. No separate payment will be made for cleaning up the site, the cost of such work shall be included in the bid price for pay items. END OF SECTION 01274508 GROUNDWATER MONITOR WELL CONSTRUCTION 02145 - 8 06/09 SECTION 02146 GROUNDWATER MONITOR WELL ABANDONMENT PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 — General Requirements apply to the work of this Section. 1.2 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation, title or are used to establish criteria. The latest publication in use at the time of the executed contract shall be the one used on this project. A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 1. ASTM C150 -.0 Standard Specification for Portland Cement B. TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) 1. Owner's MSW Permit 2. 16 TAC §76.702 Texas Department of Licensing and Regulation (TDLR) Responsibilities of the Licensee and Landowner — Well Drilling, Completion, Capping and Plugging. 3. 16 TAC §76.1004 -=K TDLR Technical Requirements — Standards for Capping and Plugging of Wells and Plugging Wells that Penetrate Undesirable Water or Constituent Zones. 4. 30 TAC §330.421 Monitor Well Construction Specification. 1.3 SUMMARY A. These specifications describe the abandonment of groundwater monitor wells which are being taken out of service. Well abandonment and capping shall be performed by a qualified monitor well driller, licensed in the State of Texas, experienced specifically in the installation of groundwater monitor wells. For all wells that are to be plugged or abandoned, TCEQ requires any surface completion to be removed and the well filled from the bottom up to the ground surface with appropriate material. 1.4 REPORTS A. The Contractor is required to submit a description of plugging procedures, any information on the well, and all forms required by TCEQ or other agencies to the Owner and Engineer within 10 days after completion of monitor well plugging and abandonment. Forms the Contractor will complete to TCEQ and provide to Engineer are included in Appendix A. 01274508 GROUNDWATER MONITOR WELL ABANDONMENT 02146 - 1 06/09 PART 2 - PRODUCTS 2.1 WELL PLUG A. Cement Well Plug: A cement mixture shall be used to fill the entire well up to the ground surface. Cement shall conform with ASTM C150, Type I or II. The mixture shall be proportioned in the amount of 5.2-gallons of water to 94-pounds of cement. Water used shall be free of oil and other organic material. PART 3 - EXECUTION 3.1 CONCRETE SEALING BLOCK REMOVAL A. All existing materials to be removed and disposed of under this item, including the concrete seal block, pump, and protective steel collar, shall be removed by the Contractor. The fate of the removed materials will be coordinated with the Owner. The Contractor is responsible for carefully removing any material the Owner plans to salvage or reuse. Any material removed that the Owner does not plan to keep for reuse is the responsibility of the Contractor. 3.2 WELL PLUGGING A. Cement Well Plug: If the cement plug is selected, the entire well shall be pressure filled with cement from the bottom of the well up to the existing ground surface with a tremie pipe or other method approved by the Engineer. Plugging shall be done in a continuous manner to ensure that the well is filled in one operation. END OF SECTION 01274508 GROUNDWATER MONITOR WELL ABANDONMENT 02146 - 2 06/09 SECTION 03100 CONCRETE FORMWORK PART 1- GENERAL 1.1 SECTION INCLUDES A. Formwork for cast -in place concrete, with shoring, bracing and anchorage. B. Openings for other work. C. Form accessories. D. Form stripping. 1.2 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 03300 - Cast -In -Place Concrete: Supply of concrete accessories for placement by this Section. 1.3 RELATED SECTIONS A: Section 03200 - Concrete Reinforcement. B. Section 03300 - Cast -in -Place Concrete. 1.4 REFERENCES A. ACI 347 - Recommended Practice For Concrete Formwork. B. PS-1 - Construction and Industrial Plywood. 1.5 DESIGN REQUIREMENTS A. Design, engineer and construct formwork, shoring and bracing to conform to code requirements; resultant concrete to conform to required shape, line and dimension. 1.6 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties. 1.7 QUALITY ASSURANCE A. Perform Work in accordance with ACI 347. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Store off ground in ventilated and protected manner to prevent deterioration from moisture. 01274508 CONCRETE FORMWORK 03100 - 1 06/09 1.9 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate this Section with other Sections of work which require attachment of components to formwork. C. If formwork is placed after reinforcement resulting in insufficient concrete cover over reinforcement, request instructions from Engineer before proceeding. PART 2 - PRODUCTS 2.1 WOOD FORM MATERIALS A. Plywood: Douglas Fir species; medium density overlaid one side grade; sound undamaged sheets with clean, true edges. B. Lumber: Douglas fir species: construction grade; with grade stamp clearly visible. 2.2 MANUFACTURERS - PREFABRICATED FORMS A. Substitutions: Under provisions of Section 01600. 2.3 FORMWORK ACCESSORIES A. Form Ties: Snap -off type, metal, fixed length, cone type, free of defects that could leave holes larger than one inch in concrete surface. B. Form Release Agent: Colorless mineral oil which will not stain concrete, absorb moisture, or impair natural bonding or color characteristics of coating intended for use on concrete. C. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of sufficient strength and character to maintain formwork in place while placing concrete. D. Waterstops: Polyvinyl chloride, minimum 1,750 psi tensile strength, minimum 50 degrees F to plus 175 degrees F working temperature range, maximum possible lengths, ribbed profile, preformed comer sections, heat welded jointing. E. Cold Joint Waterstops: Flexible strip, bentonite waterproofing compound equal to Volcaly Waterstop-RX by American Colloid Company. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with Drawings. 3.2 EARTH FORMS A. Verify with Engineer prior to the use of earth forms in lieu of specified form material. B. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete. 01274508 CONCRETE FORMWORK 03100 - 2 06/09 3.3 ERECTION - FORMWORK A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI 301. B. Provide bracing to ensure stability of formwork.Shore or strengthen formwork subject to overstressing by construction loads. C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping. Permit removal of remaining principal shores. D. Align joints and make watertight. Keep form joints to a minimum. E. Obtain approval before framing openings in structural members which are not indicated on Drawings. F. Provide chamfer strips on external corners of beams, joists, columns and walls. 3.4 APPLICATION - FORM RELEASE AGENT A. Apply form release agent on formwork in accordance with manufacturer's recommendations. B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. C. Do not apply form release agent where concrete surfaces will receive applied coverings which are effected by agent. Soak inside surfaces of untreated forms with clean water. Keep surfaces coated prior to placement of concrete. 3.5 INSERTS, EMBEDDED PARTS, AND OPENINGS A. Provide formed openings where required for items to be embedded in or passing through concrete work. B. Locate and set in place items which will be cast directly into concrete. C. Coordinate work of other Sections in forming and placing openings, slots, reglets, recesses, chases, sleeves, bolts, anchors, and other inserts. D. Install accessories in accordance with manufacturer's instructions, straight, level, and plumb. Ensure items are not disturbed during concrete placement. E. Install waterstops continuous without displacing reinforcement. Heat seal joints watertight. F. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. G. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces. 3.6 FORM CLEANING A. Clean and remove foreign matter within forms as erection proceeds. B. Clean formed cavities of debris prior to placing concrete. C. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean -out ports. D. During cold weather, remove ice and snow from within forms. Do not use de-icing salts or water to clean out forms, unless formwork and concrete construction proceed within heat enclosure. Use compressed air or other means to remove foreign matter. 3.7 FORMWORK TOLERANCES A. Construct formwork to maintain tolerances required by ACI 301. 01274508 CONCRETE FORMWORK 03100 - 3 06/09 3 is 3.8 FIELD QUALITY CONTROL A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and that supports, fastenings, wedges, ties, and items are secure. B. Do not reuse wood formwork more than four times for concrete surfaces to be exposed to view. Do not patch formwork. 3.9 FORM REMOVAL A. Do not remove -forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms. END OF SECTION 01274508 CONCRETE FORMWORK 03100 - 4 06/09 I", SECTION 03200 CONCRETE REINFORCEMENT PART 1- GENERAL 1.1 SECTION INCLUDES A. Reinforcing steel bars, wire fabric and accessories for cast -in -place concrete. 1.2 RELATED SECTIONS A. Section 03100 - Concrete Formwork. B. Section 03300 - Cast -in -Place Concrete. 1.3 REFERENCES A. ACI 301 - Structural Concrete for Buildings. B. ACI 318 - Building Code Requirements For Reinforced Concrete. C. ACI SP-66 - American Concrete Institute - Detailing Manual. D. ANSI/ASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement. E. ANSI/ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement. F. ANSUAWS D I A - Structural Welding Code for Reinforcing Steel. G. ANSUAWS D12.1 - Reinforcing Steel Welding Code. H. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement. I. AWS D12.1 - Welding Reinforcement Steel, Metal Inserts and Connections in Reinforced Concrete Construction. J. CRSI - Concrete Reinforcing Steel Institute Manual of Practice. K. CRSI 63 - Recommended Practice For Placing Reinforcing Bars. L. CRSI 65 - Recommended Practice For Placing Bar Supports, Specifications and Nomenclature. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. 4--¢ B. Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing steel, bending and cutting schedules, and supporting and spacing devices. C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 1.5 QUALITY ASSURANCE i A. Perform Work in accordance with CRSI 63, 65 and Manual of Practice, ACI 301, ACI SP-66, i. ACI 318. B. Submit certified copies of mill test report of reinforcement materials analysis. 1.6 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate with placement of formwork, formed openings and other Work. 01274508 CONCRETE REINFORCEMENT 03200 - 1 06/09 I F t PART 2 - PRODUCTS f 2.1 REINFORCEMENT A. Reinforcing Steel: ASTM A615, 60 ksi yield grade; deformed billet steel bars, plain. B. Welded Steel Wire Fabric: ASTM A185 Plain Type; in flat sheets; plain. 2.2 ACCESSORY MATERIALS A. Tie Wire: Minimum 16 gage annealed type. B. Chairs, Bolsters, Bar Supports, Spacers:Sized and shaped for strength and support of reinforcement during concrete placement conditions including load bearing pad on bottom to prevent vapor barrier puncture. 2.3 FABRICATION A. Fabricate concrete reinforcing in accordance with CRSI Manual of Practice. B. Weld reinforcement when approved by the Engineer in accordance with ANSI/AWS D1.4. C. Locate reinforcing splices not indicated on Drawings, at point of minimum stress. Review location of splices with Engineer. PART 3 - EXECUTION 3.1 PLACEMENT A. Place, support and secure reinforcement against displacement. Do not deviate from required position. B. Do not displace or damage vapor barrier. C. Accommodate placement of formed openings. D. Conform to ACI 318 for concrete cover over reinforcement. END OF SECTION 01274508 CONCRETE REINFORCEMENT 03200 - 2 06/09 SECTION 03300 CAST -IN -PLACE CONCRETE PART 1- GENERAL 1.1 SECTION INCLUDES A. Cast -in -place concrete foundations, building frame members, and foundation walls. B. Floors and slabs on grade. C. Control, and expansion and contraction joint devices associated with concrete work. D. Equipment pads. 1.2 RELATED SECTIONS A. Section 03100 - Concrete Formwork: Formwork and accessories. B. Section 03200 - Concrete Reinforcement. 1.3 REFERENCES A. ACI 301 - Structural Concrete for Buildings. B. ACI 302 - Guide for Concrete Floor and Slab Construction. C. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. D. ACI 305R - Hot Weather Concreting. E. ACI 306R - Cold Weather Concreting. F. ACI 308 - Standard Practice for Curing Concrete. G. ACI 318 Building Code Requirements for Reinforced Concrete. H. ASTM C33 - Concrete Aggregates. I. ASTM C94 - Ready -Mixed Concrete. J. ASTM C 150 - Portland Cement. K. ASTM C260 - Air Entraining Admixtures for Concrete. L. ASTM C494 - Chemicals Admixtures for Concrete. M. ASTM C618 - Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on joint devices, attachment accessories, admixtures and cement types to be used. C. Samples: Submit two, inch long samples of expansion/contraction joint and control joint. D. Manufacturer's Installation Instructions: Indicate installation procedures and interface required with adjacent Work. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301. B. Acquire cement and aggregate from same source for all work. 01274508 CAST -IN -PLACE CONCRETE 03300 - 1 06/09 ` C. Conform to ACI 305R when concreting during hot weather. D. Conform to ACI 306R when concreting during cold weather. 1.6 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the placement of joint devices with erection of concrete formwork and placement of form accessories. PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS A. Cement: ASTM C 150, Type I - Normal, Type H - Moderate, Portland type. All cement shall be from the same manufacturer unless approved by the Engineer. B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and not detrimental to concrete. 2.2 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical: ASTM C494, Type A - Water Reducing; Type B - Retarding; Type C - Accelerating; Type D - Water Reducing and Retarding; Type E - Water Reducing and Accelerating admixture. C. Fly Ash: ASTM C618. 2.3 ACCESSORIES A. Vapor Barrier: 6 mil thick clear polyethylene film, type recommended for below grade application. B. Non -Shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. C. Epoxy Mortar Liner: 100% solids, -three component system, equal to FOSROC Epoxy Liner. 2.4 JOINT DEVICES AND FILLER MATERIALS A. Joint Filler: ASTM D1751; Asphalt impregnated fiberboard or felt, 1/2 inch thick. B. Construction Joint Devices: Integral galvanized steel; formed to tongue and groove profile, knockout holes spaced at 6 inches, ribbed steel spikes with tongue to fit top screed edge. 2.5 CONCRETE MIX A. Mix and deliver concrete in accordance with ASTM C94, Alternative No. 2 and 3. B. Select proportions for normal weight concrete in accordance with ACI 301 Method 1, Method 2 and Method 3. C. Provide concrete to the following criteria: 1. Compressive Strength (7 days): 2,111 psi. 2. Compressive Strength (28 days): 3,000 psi. 01274508 CAST -IN -PLACE CONCRETE 03300 - 2 06/09 �.r 3. Slump: 1 to 4 inches. 4. Maximum Water/Cement Ratio: 0.50. D. Use of fly ash is not approved. E. Use set retarding admixtures during hot weather only when approved by Engineer. F. Add air entraining agent to normal weight concrete mix for work exposed to exterior. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify requirements for concrete cover over reinforcement. C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 3.2 PREPARATION A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. B. In locations where new concrete is dowelled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non -shrink grout. 3.3 PLACING CONCRETE A. Place concrete in accordance with ACI 304. B. Notify Engineer minimum 24 hours prior to commencement of operations. C. Ensure reinforcement, inserts, embedded parts, formed joint fillers are not disturbed during concrete placement. D. Install vapor barrier under interior slabs on grade. Lap joints minimum 6 inches and seal watertight by taping edges and ends. E. Repair vapor barrier damaged during placement of concrete reinforcing. Repair with vapor barrier material; lap over damaged areas minimum 6 inches and seal watertight. F. Install joint fillers in accordance with manufacturer's instructions. G. Separate slabs on grade from vertical surfaces with inch 1/2 thick joint filler. H. Extend joint filler from bottom of slab to within 1/4 inch of finished slab surface. 1. Install joint devices in accordance with manufacturer's instructions. J. Install construction joint device in coordination with slab pattern placement sequence. Set top to required elevations. Secure to resist movement by wet concrete. K. Place concrete continuously between predetermined expansion, control, and construction joints. L. Do not interrupt successive placement; do not permit cold joints to occur. M. Place floor slabs in pattern indicated. N. Screed floors and slabs on grade level, maintaining surface flatness of maximum 1/4 inch in 10 ft. 3.4 CONCRETE FINISHING A. Provide formed concrete surfaces to be left exposed with smooth rubbed finish as Scheduled in this Section. B. Finish concrete floor surfaces in accordance with ACI 301. :, 01274508 CAST -IN -PLACE CONCRETE 03300 - 3 06/09 I i s C. Steel trowel surfaces which are scheduled to be exposed. D. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at 1/8 inch per foot nominal. E. Where shown on the drawings, trowel epoxy liner on all surfaces indicated to 1/8" minimum and 3/4" maximum thickness, and in accordance with manufacturer's instructions. 3.5 CURING AND PROTECTION A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. C. Cure floor surfaces in accordance with ACI 308. 3.6 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301 and under provisions of Section 01400. B. Provide free access to Work and cooperate with appointed firm. C. Submit proposed mix design of each class of concrete to Engineer for review prior to commencement of Work. D. Tests of cement and aggregates may be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every:100 or less cu yds of each class of concrete placed. F. One additional test cylinder will be taken during cold weather concreting, cured on job site under same conditions as concrete it represents. G. One slump test will be taken for each set of test cylinders taken. 3.7 PATCHING A. Allow Engineer to inspect concrete surfaces immediately upon removal of forms. B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer upon discovery. C. Patch imperfections as directed. 3.8 DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Engineer. C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect/Engineer for each individual area. END OF SECTION 01274508 CAST -IN -PLACE CONCRETE 03300 - 4 06/09 SECTION 11201 i GROUNDWATER MONITORING WELL SAMPLING PUMP SYSTEM PART 1- GENERAL 1.1 GENERAL REQUIREMENTS A. The groundwater monitoring well sampling pump system to be installed by the Contractor shall consist of variable speed submersible pumps, motor, controller and accessories designed for continuous submerged operation. All components of the system shall be completely compatible. 1.2 RELATED SECTIONS A. General Conditions. B. Supplementary Conditions. C. Section 01300 - Submittals. D. Section 01600 — Material and Equipment. 1.3 SUBMITTALS A. Approved drawings for the pumping units shall include the following as a minimum: l . Certified Dimension Prints - Certified dimension prints showing complete dimensions of all components. 2. Material List - Material list showing specifications for all components. 3. Characteristic Curve - Characteristic curve for each model provided showing flow rate versus total dynamic head in feet over the entire range of the pump. 4. Electrical Requirements - Electrical requirements of the motor at normal and extreme operating conditions. 1.4 PUMP CHARACTERISTICS A. The pump shall be capable of delivering variable flows ranging from 250 ml/min to 5 gal/min for well depths as scheduled below. 01274508 GROUNDWATER MONITORING WELL SAMPLING PUMP SYSTEM 11201 - 1 06/09 l CALICHE CANYON LANDFILL fTCF0 MSW 69) 1SC4F WELLiDEI�THS { s`o�of�Ca�sir io Botom_of Screen) WellNok 1;Depth Eaton l l2 121.7 113 159.6 114 153.0 115 150.1 116 140.0 117 142.8 118 150.5 119 143 WEST TEXAS REGION DISPOSAL FACILITY (TCEO MSW 2252) L*''SCHEDULE 121111Hof Cain to Bo�torrr of Screen),_ H ay� e11 Na. . 2a 169.7 3a 169.2 4 169.6 5 172.5 6 171.7 8 171.8 20 203.6 21 206.1 22a 206.4 23 202.3 *Contractor is responsible for field verification of well depths. 01274508 GROUNDWATER MONITORING WELL SAMPLING PUMP SYSTEM 11201 - 2 06/09 PART 2 - PRODUCTS 2.1 SUBMERSIBLE PUMP AND MOTOR A. Each pump shall be of the centrifugal, submersible type. Pump shall be designed for dedicated installation for sampling of groundwater from four -inch diameter monitor wells of the depths shown. Inlet screen, pump housing, stator housing, shaft and impeller shall be 316 stainless steel. All metal parts shall be stainless steel or Teflon. B. Motor shall be integral with pump and be of the water -filled, canned, variable speed, submersible type. The motor shall be equipped with thermal overload protection. 2.2 PUMP CONTROLLER A. Pump controller shall be designed specifically for use with the pumps provided. The controller shall be capable of varying the speed of each pump over its entire operating speed. The controller shall be equipped with quick disconnects and enclosed in a protective case to. facilitate convenient movement from well to well. Controller display shall be easily visible and indicate frequency, high line voltage, low line voltage, overload condition, high current and no current. Pump controller shall operate on 115 volts, A.C. and be equipped with in -line current overload protection. Controller shall be equipped with all accessories required for operation including power cord at least 10 feet in length, and motor lead at least 15 feet in length. 2.3 WELL SEALS A. Well seals shall be installed on each of the monitoring wells with fittings which accommodate electrical connection between the pump and controller, discharge line connection, and an access port at least 0.63 inch in diameter. Access ports shall have water -tight caps affixed to the well seal with safety chains. Electrical connection shall be NEMA-6P rated with cap. The well seal shall have a neoprene gasket capable of producing a water -tight seal. An identification tag shall be attached with well number, pump depth and date of installation recorded. 2A ACCESSORIES A. Accessories including tubing, electrical leads, and fittings shall be provided and installed as recommended by the pump manufacturer for the intended use. Accessories shall include, but not be limited to, the following. 1. Fittings for discharge line shall be stainless steel. 2. Discharge tubing inside the well shall be 1/2 inch inside diameter (ID), 5/8 inch outside diameter (OD), teflon lined, polyethylene tubing. 3. Discharge tubing outside the well shall be 1/2 inch OD, 3/8 inch ID, teflon lined, polyethylene tubing. 4. Motor leads inside the well shall be teflon insulated. 5. Special tools required for routine maintenance shall be provided. 6. Cable and attachments for lowering and lifting the pump from the well shall be constructed of corrosion resistant material. 01274508 GROUNDWATER MONITORING WELL SAMPLING PUMP SYSTEM 11201 - 3 06/09 PART 3 - EXECUTION 3.1 INSTALLATION A. Pumps shall be set one (1) foot above bottom of screen or as recommended by the manufacturer. All installation procedures shall be as recommended by the pump manufacturer. The Contractor shall ensure that each pump is operating correctly using the controller provided. END OF SECTION 01274508 GROUNDWATER MONITORING WELL SAMPLING PUMP SYSTEM 11201 - 4 06/09 APPENDIX A TCEQ FORMS I i Monitor Well Data Sheet Permittee or Site Name: County: Date of Monitor Well Installation: Monitor Well Latitude: Longitude: Monitor Well Groundwater Gradient Position: Upgradient Downgradient MSW Permit No.: Monitor Well I.D. No.: Date of Monitor Well Development: Monitor Well Driller Name: License No.: NOTES; • Report all depths from Surface Elevation and all Elevations relative to Mean Sea Level (MSL), to nearest hundredth of a foot. • Diameter of boring should be at least 4 Inches larger than diameter of well casing. • Use flush screw joint casing only, 24nch diameter or larger, with o-rings or PTFE tape in joints (44nch diameter recommend). • Well development should continue until water is clear, and pH and conductivity are stable. Geologist, Hydrologist, or Engineer Supervising Well Installation: Static Water Level Elevation (with respect to MSL) after Well Development. Name of Geologic Formatlon(s) in which Well is completed: Type of Locking Device: Type of Casing Protection: Concrete Surface Pad (with steel reinforcement) Dimensions: < _ Top of Protective Collar Elevation: �— Top of Casing Elevation: Surface Elevation: �--.— Surveyor's Pin Elevation: _A Concrete Seal Depth: Casing Seal (backfill) Material: Bentonite Seal Filter Pads Filter Pack Material: Well Screen Top Depth: Top Elevation: Type of Well Screen: Screen Opening Size: Bottom Depth: Bottom Elevation: ` TCEO-10308 l_ Bentonite Seal Top Depth: --- Filter Pack Top Depth: _ Elevation: Elevation: Well Casing Type: Size (diameter): Schedule or Thickness: Bottom Cap Depth: Bore Hole Diameter. Attention Owner: Texas Department of Licensing and Regulation This form must be completed Confidentiality Privilege Notice Water Wag Drffl@#Pump Installer Section and riled with the department on reverse side of owner's copy. P.O. Bar 12157 Austin, Texas 78711 (512)463-7880 FAX (512)463-8616 and owner within 60 days roll free (800)803-9202 upon completion of the well. Email address: Water.well(t license.state.tx.us Web address: wwwjicens state.tx.us REPORTWELL A.� WELL IDENTIFICATION AND LOCATION DATA % t 1) OWNER Name: Addrcss: Zir. 2) WELL LOCATION' Well # or # of wells drilled County: Physical Address: City: 3) Type of Work d New Well Q ReconditioningProposed 0 Replacement Deepening Lat. Long, Grid Al Use C eC Monitor j Environmental Soil Boring Dotnestic C Extraction Q Industrial o Irrigation Q Injection o Closed -Loop Geothermal p De -watering Q Testwell Rig Supply 0 Stock 0 Public: Supply -1f Public Supply, were plans approved? Yes 0 No Diameter of Hate 7) Drilling Method (check) Dia.(in) From (ft) I To 00 Q Driven Q Air Rotary Q Mud Rotary Surface 0 Bored 0 Air Hammer Q Cable Tool Q Jetted Q Hollow Stem Auger 0 Reverse Circulation Other 5) V , 6) Drilling Date Started / / Completed l l tom (ft) To (t) Mcription and color of format n material 8) Borehole Completion Q Open Hole 0 Straight Wall 0 Under -reamed Q Gravel Packed p Other Gravel Packed interval from: ft. to: ft. Size - Casing, Blank Pipe, and Well Screen Data Dia. (in.) New Or Usad Stecl, Plastic, etc. Pert, Sloucd, etc Screen Mfg„ if commercial Setting (ft) Gage Casing Screen From To 9) Annular Seal Data: i.e. (#„m zr n, Lmift a.—x, & mom iw a ax+xrx71 from ft, to ft. #sacks & material From ft. to ft. #sacks & material from ft. to ft, #sacks & material Method Used Performed By Distance to septic field or other concentrated contamination ft. Distance to Property Line ft Method Verified: (Use reverse side of Well Owners copy, If necessary) 13) Plugged 0 Well plugged within 48 hours Casung left in we, Cement/Bent Mote placed in wel From ft - To ft From ft To ft Sacks & Material us 10) Surface Completion (If steel cased leave blank) o Surface Slab installed 0 Surface Sleeve Installed Pitless Adapter Used Alternative Procedure Used 14) Type Pump Q Turbine 0 Jet 0 Sribmersible d Cylinder Q Other Dc lh to tint) bowls, cylinder. 'et etc., ft. 11) Water Level Static level ft, Dale: Artesian Flow tram 15) Water Test Type test Q Pump Q nailer Q Jetted Q Estimated Yield: with ft. drawdotvn after hrs. Type Depth 16) Water Quality Type of water Depth of Strata: Was a chemical analysis made? Q Yes Q No Did you knowingly penetrate a strata which contains undesirable constituents? II Yes 17 No If yes, Continue: Check One: Q Naturally poor -quality groundwater - type [] Hydrocarbons (i.e. gas, oil, etc.) Q Hazardous material/wasce contamination encountered Q Other (describe) 0 I cerfifv chat while drilling, deepening, or othenvise altering the above described well, «ndesirable water or constituents two encountered and the hrndowner was hrfonned fhal.utch well mast he completed or plugged in such a monner cis to avoid injury orpolhttion. By signing this well report, I certify that 1 drilled or supervised the drilling of this well and that each and all of the statements herein are true and correct. ompany & Individual's Name: (type or print) Lic. No.: ddress : City: State: Zip gaature: f I Sigaature: e /Pu inst ate A it K Vu HER FORM 01) 1 W W D i 7-08 TDL al Landowner(copy)-Dd1krIPtunp Installer(copy) WELL REPORT CONFIDENTIALITY NOTICE TEX. OCC. CODE Title 12, Chapter 1901.251, authorizes the owner (owner or the person for whom the well was drilled) to keep information in Well Reports confidential. The Department shall hold the contents of the well log confidential and not a matter of public record, if the department receives by certified mail, a written request from the owner. exas Department of License and Regulation Water Well DriffemPump installer Pm"m This form must be completed P.O. Box 12151 Austin, Texas 78711 (512)463-7880 FAX (512)463-8616 and filed with the department Email address: gatcr.wetlfir=liccnscswithin 30 days following thetate.tx.us plugging of the well. PLUGGING REPORI Ar W IELI @BNTIP`YCATION ANb LOCATION DATA 2 'd ,g. I) OWNER tSf-..- 4 9`�,f�`� - gJN Name Address City State Zip 2WLL LOrATION County Physical Address City State Zip ,31 Owner's well No Lon at. Grid # 4) Type of Well U Water LJ Monitor U Injection LJ De -Watering 5) N1r Drill, Pump Installer, or Landownerperfonning the plugging operations must locate and identify the location of the well within a specific grid on a full scale gridded map available from Texas Natural Resource Information Service. The location of the well should be denoted within the grid by placing a corresponding dot in the square to the right. The legal description is optional. , B) , HISTORICAL DATA ON W ELL:TO BS PLUGGED (if avallnble) 6) Driller License No. 7) Drilled ! / IS)Diameter of hole Inches__ 9 Total depth of wyel� feet q -VMk&- '4c t4W. * � G'CURRLNfPLUGGIDATA NG 10) Date well plugged ! / l i) REMOVE ALL REMOVEABLE CASING Please check box beside the method of plugging used '...i Tremmie pipe cement from bottom to top. Tremmie pipe bentonite from bottom to 2 feet from From surface, cement top 2 feet. Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth, cement top 2 feet. ❑ Large diameter well filled with clay material from top to bottom. 12) Name of Driller/Pump Installer or Well Owner performing the plugging License No. 13)CiiiW a bCEMWtt! WAraMAnvtt3+ox>ZrWGC; tloesttnTrariaM �, # Ivf$T ii" FRO FeetL CEMENT/BENTONITE PLUG(S) pLACFaS fly_ WELL=4z : x` �C�&4 C �: l�< FROM {feet} �g� .� ��,ry`t .- � .s�!��* .. , '•i �k��'st x , °-. TO(feek 4 �... A.� '. � t � . 3ACK3 D. VALIDATION OF INFORMATION INCLUDED IN FORM I certify that I plugged this well (or the well was plugged under my supervision) and that all of the statements herein are true and correct. I understand that failure to complete items I through 13 will result in the report(s) being returned for completion and resubmitted. Company or individual's Name (type or print) Address City State Zip Sipature1 13tensed DdiferrPump Installer Date," Apprentice Date TDLR FORM aOO4WWD IM-r-TOLR Yellow -Owner Pln4-DrfflerlPampinsla1kr [1 U �i sa£ M CHN01 M "m omel I-K our e-s-PT Ps1Da6m Dom BL--R ,/r voc SCN491 I TOP Omfoem ov wIN= SO z sm om ansMOW t amn�su I® Oil® =y a011 wL I I p • ,r aery swm PH r SCK a PC AIVW `.. RUSH MIT Ma wm y . sou seas _JT ww osolemu m1e111rsoE WK OF UK H E ND CUM Of 1[ 9e1 CNN M S S ii No WAM Met sly K u[ w lmKL mM_ ws w or 8o = I amain m---ff z V sOL a PVC T>fOm + So11EY 8C( ! ff 0-90 N Eo JOIR C.... -K ply-�I[= apt •t wor� A _JT w OU —R -; va Of wNK 8Q®I smw w - a _.Ji w I r IML a PC Nam Bs _JT RUSH AM KM StI m OR 0-4m a PACII jcw l0/L MOM WM MFu GP r JI M-K m amm1E AMm M L L� L PROJECT NAME: CITY OF LUBBOCK, TEXAS SHEET: WELL INFORMATION MSW 69 & 2252 ISSUE DATE: APRIL 2009 GROUNDWATER MONITORING REVISIONS: 1 IMPROVEMENTS - � PSC PROJECT J: 2745.08