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HomeMy WebLinkAboutResolution - 5723 - Contract - SJ Louis Contruction Inc - 98Th St Sewer Main Extension - 12_11_1997RESOLUTION NO. 5723 Item #35 December 11, 1997 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 a Contract by and between the City of Lubbock and S. J. Louis Construction, Inc., of Arlington, Texas, to install and furnish all materials and services as bid for the 98th Street Sewer Main Extension, and any associated documents, attached hereto, which Contract shall be spread upon the minutes of the Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in detail. Passed by the City Council this 11th day of December , 1991. / 'aw i —MAYOR ATTEST: Kaythid Darnell, City Secretary APPROVED AS TO CONTENT: �&- IV, &b,!G Victor Kilman, Purchasing Manager APPROVEDTOFORM: I G. Vandiver, First Assistant City Attorney da/ccdocsAouis.res December 3, 1997 57a3 CITY OF LUBBOCK SPECIFICATIONS FOR 98TH STREET SEWER MAIN EXTENSION BID #97236 CITY OF LUBBOCK Lubbock, Texas r ITB #97236, Addendum #3 F r 7, F L City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 EI06-767-2167 ADDENDUM #3 ITB #97236 98th Street Sewer Main Extension Office of Purchasing MAILED TO VENDOR: October 21,1997 OLD CLOSE DATE: October 28,1997 @ 3:00 P.M. NEW CLOSE DATE: November 4,1997 @ 4:00 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. The City Of Lubbock will make arrangements for utility locates between Slide and Frankford. These locates should be completed by Wednesday, October 22, 1997. NO SOIL EXPLORATION WILL TAKE PLACE UNTIL THESE UTILITY LOCATIONS HAVE BEEN COMPLETED. Any interested bidders will need to provide a copy of their insurance certificate to the Water Utilities Engineering Department providing the following minimum coverage's: $1,000,000 General Liability All policies shall name the City Of Lubbock $1,000,000 Auto Liability as an additional insured and waiving the Statutory Workers Compensation right to subrogation Insurance certificates must be submitted prior to any field work. Bidders will have Thursday, October 23, through Thursday, October 30, 1997, to complete their own soil investigation. Bidders will be working at their own risk and the City will be held harmless for any damages or injury. All holes or excavations shall be backfilled to the surface. 2. The Close Date has changed: From: October 28, 1997 @ 3:00 P.M. To: November 4, 1997 @ 4:00 P.M. All requests for additional information or clarification must be submitted in writing and directed to: Laura Ritchie, Buyer Cityof Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to: (806)775-2164 or Email to: LRitchie@mail.ci.lubbock.tx.us THANK YOU, Laura Ritchie Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID 97236ad3.doc l�" F ITB #97235, Addendum #2 r City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 B06-767-2167 ADDENDUM; #2 ITB #97236 98th Street Sewer Main Extension ,, Office of Purchasing MAILED TO VENDOR: October 17, 1997 OLD CLOSE DATE: October 21,1997 @ 2:00 P.M. NEW CLOSE DATE: October 28, 1997 @ 3:00 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. , The Close Date has changed: From: October 21, 1997 @ 2:00 P.M. To: October 28,1997 @ 3:00 P.M. All requests for additional information or clarification must be submitted in writing and directed to: Laura Ritchie,Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to: (806)775-2164 or Email to: LRitchie@maiI.ci.Iubbocktx.us THANK YOU, Laura Ritchie Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID 97236ad2.doc i i s 1 ITB #97236, Addendum #1 City of Lubbock P.O. Box 2000 Lubbock, Texas 72457 606-767-2167 ADDENDUM #9 ITB #97236 98th Street Sewer Main Extension Office of Purchasing MAILED TO VENDOR: October 13, 1997 CLOSE DATE: October 21, 1997 @ 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. Please find the attached information involving the following sections, 01010-1, 09000-3, 09000-4, 09000-5, 09010-2, 09010-11, 09000-22, 01010, under the cover of Addendum #1. 2. The City will acquire any easements necessary to complete the project. All requests for additional information or clarification must be submitted in writing and directed to: Laura Ritchie, Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to : (806)775-2164 or Email to: LRitchie@mail.ci.lubbock.tx.us THANK YOU, Lau a Ritchie Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID 97236ad l .doc 01010-1 CHANGE: 1.2 C. TO: 1.2 C. 09000-3 CHANGE: E. TO: F r r E. ADDENDA1 2. For installation, material excavation, and trench protection of fiberglass manholes per vertical foot depth. 2. For installation, material excavation, and trench protection of manholes per vertical foot depth. 1. The pipe shall be made of high density, high molecular weight polyethylene pipe material meeting the requirements of ASTM F 894 - latest revision. 1. The pipe shall be made of high density, high molecular weight polyethylene pipe material meeting the requirements of ASTM F 894 - latest revision. All pipe shall meet or exceed ASTM D-2142 (46 psi minimum). F r 09000-3 bell complete with a single rubber gasket. Gaskets shall conform to ASTM F477. The length of joints shall be 20 feet f one inch. �•• 2. PVC pipe shall be installed in accordance with the manufacturer's recommendations and shall not exceed five percent (5%) deflection. PVC pipe exceeding 5% deflection shall be replaced by the contractor at his expense. The minimum pipe stiffness l factor shall be 46 p.s.i. l D. Profile Wall Polyvinyl Chloride Pipe (Gravity Flow) 1. Designated alternative piping systems shall include Lamson Vylon Pipe, Ultra -Corr Sewer Pipe or similar product whos product meets or exceeds the most conservative value as listed in the specifications of either Lamson Vylon or Ultra -Corr. Lamson Vylon Pipe and fittings shall conform to ASTM D 1784, F794, D1784 (minimum cell classification of 12364A), F477 (factory installed and chemically bonded to the bell end), D3212, D2412 (minimum 46 psi), D2444 (up to 220 ft. lbs.), D2152 (no flaking or disintegration when immersed in anhydrous acetone for 20 minutes), and F794 (3.5 psi air test). Pipe exceeding 5% deflection shall be replaced at the contractors expense. 2. Ultra -Corr Sewer Pipe shall meet or exceed ASTM F949, D1784 (cell classification of 12454-B), D2412 (minimum stiffness 50 psi), F949 (for flatness, impact, and extrusion quality). The pipe shall have a smooth interior with a concentric corrugated exterior. The exterior corrugations shall be perpendicular to the axis of the pipe to allow placement of the sealing gasket without additional cutting or machining. Pipe exceeding 5% deflection shall be replaced at the contractors expense. E. Polyethylene Pipe 1. The pipe shall be made of high density, high molecular weight ! polyethylene pipe material meeting the requirements of ASTM F 894 - latest revision. All pipe shall meet or r exceed ASTM D-2142 (46 psi minimum). 2. Rubber gaskets shall comply in all respects with the physical requirements specified in the non -pressure requirements of ASTM Specifications C-443. 3. Polyethylene pipe classes shall not be less than the following classes shown for maximum depths cut. i „ City of Lubbock, 98th St. Sewer Main -Phase 2 w r r r II 09000-4 CHANGE: 36" CLASS DEPTH OF CUT feet 100 18-22 160 22-28 252 28-46 TO: 36" CLASS DEPTH OF . CUT feet 252 18-22 252 22-28 252 28-46 09000-5 CHANGE: H. Centrifugally Cast Fiberglass Pipe 1. General A. References 1. 2. Density testing shall occur every 500 feet with 3 tests at various elevations randomly chosen by the Inspector. Testing shall be paid by the Contractor. r F11 r 09000-4 F 36" CLASS DEPTH OF CUT feet 252 18-22 252 22-28 252 28-46 Polyethylene pipe shall be installed in accordance with the manufacturer's recommendations and shall not exceed five percent (5%) deflection. Polyethylene pipe exceeding 5% deflection shall be replaced by the contractor at his expense. F. Ductile Iron Pipe 1. The pipe shall conform to ANSI/ASTM specifications A746-77 or latest revision for Ductile Iron Sewer Pipe and shall have a 30 mil thickness epoxy lining on the interior and exterior coating of coal tar pitch conforming to requirements of Federal Specifications WW-P-421. 2. All joints for Ductile Iron shall be of the rubber gasket bell and spigot, except when otherwise shown on the plans and where connecting to flanged fittings, and shall conform to the base ' specifications to which the pipe is manufactured. 3. Fittings shall be A.W.W.A. Standard Class "D" bell and spigot type or an approved gasket joint for the particular type of pipe used and designed for the pressures of the pipe except as shown on the plans. Flanged fittings where required, shall be 125 pound American Standard. All fittings shall be lined with 30 mil thickness epoxy lining on the interior and exterior shall be coated with an asphalt paint. City of Lubbock, 98th St. Sewer Main -Phase 2 F 09000-5 36" Class Maximum Depth of Cut, feet 150 33 200 36 250 40 300 43 350 45 NOTE: Maximum depths of cut are for type 5 laying condition. Type 5 involves the pipe bedded to its centerline in compacted material, 4" minimum under pipe. Compacted granular or select material to top of pipe. H. Centrifugally Cast Fiberglass Pipe 1. General A. References 1. ASTM D3262 - Standard Specification for "Fiberglass" (Glass Fiber Reinforced Thermosetting Resin) Sewer Pipe. 2. ASTM D4161-Standard Specification for "Fiberglass" (Glass Fiber Reinforced Thermosetting Resin) Pipe Joints Using Flexible Elastomeric Seals. 3. ASTM D2412-Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading (46 psi minimum). B. Specifications 1. The specifications contained herein govern, unless agreed upon between purchaser and supplier. 2. Products A. Materials 1. Resin Systems: The manufacturer shall use only polyester resin systems with a proven history of performance in this particular application. The historical data shall have been acquired from a F City of Lubbock, 98th St. Sewer Main -Phase 2 3. ASTM D2412-Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading. TO: H. Centrifugally Cast Fiberglass Pipe 09010-2 CHANGE: TO: 1. General A. References 1. 2. 3. ASTM D2412-Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading (46 psi minimum). C. The approved national of pipe shall be centrifugally cast fiberglass pipe (FRP) or vitrified clay pipe for use with microtunneling. C. The approved pipe shall be centrifugally cast fiberglass pipe (FRP) or vitrified clay pipe for use with microtunneling. 09010-11 CHANGE: D. End Closure: Both ends of each casing conduit shall be closed with common brick and mortar as indicated on the drawings. E. F. Miscellaneous: The annular void space between the drilled hole and the casing pipe (if more than one inch) shall be pressure -filled with a satisfactory material to prevent settlement of any part to the highway facility over the casing. r` 09010-2 F B. F r The Contractor shall submit to the Owner's Representative the type of microtunneling system to be utilized for sewer pipe installation, subject to review and approval of the Owner and as herein specified. The Contractor must indicate the full satisfaction of the Owner that his chosen method will complete the project in accordance with the specifications, applicable safety codes, Project Schedules, and prevent the flow of water or soil into the tunnel, and provide stability of the face under anticipated conditions. All personnel involved in the stability of the face shall be fully trained in the use of the specific equipment proposed for use. C. The approved pipe shall be centrifugally cast fiberglass pipe (FRP) or vitrified clay pipe for use with microtunneling. 1.04 DESCRIPTION OF METHOD The tunneling shield, which is connected to and followed by the pipe being installed, shall ensure that the soils being excavated through are fully supported at all times (without the use of any ground stabilization, de -watering, or other support techniques). Microtunneling systems have four major components: A. The Tunnel Shield and Cutting Head The tunnel shields may be driven either electrically or hydraulically. The shield is articulated to enable steering of the system. Steering rams and valves are controlled by a low pressure power pack located in the shield or by other approved means. Line and grade are controlled by a laser beam transmitted from the drive shaft along the centerline of the pipe to a target mounted in the shield. The position of the laser on the target shall be transmitted back to the operator either electrically or by a closed circuit television. The operator shall also have other information including, roll pitch, steering attitude and position of valves (either open or closed). B. The Soil Transport System There are two types of soil transport. The Auger System is designed to remove the excavated soil by auger to the jacking shaft, where it is removed by conventional means. This system controls the stability of the face of the excavation to help control the amount of material being removed. r City of Lubbock, 98th St. Sewer Main -Phase 2 i 09010-11 A' conduit in its final position shall be straight and true in alignment and grade, as required by the drawings and with all welds between sections of casing pipes sound and completely watertight. There shall be no space between the earth and the outside of the casing. C. Pipe must have tunnel support rings approved by the pipe manufacturer. D. End Closure: Both ends of each casing conduit shall be closed with common brick and mortar. E. Interruption of Traffic: No interruption of traffic will be permitted at any r location where tunnels are required. F. Miscellaneous: The annular void space between the drilled hole and the casing pipe (if more than one inch) shall be pressure -filled with a satisfactory material to prevent settlement of any part to the highway facility over the casing. Bore pits should be located at least: 30 feet from all freeway main lanes and other high-speed (exceeding 40 mph) highways except as indicated as follows: 16 feet for high-speed highways with current average daily traffic volumes of 750 vehicles per day or less'; 16 feet for ramps, and 10 feet for low -speed (40 mph or less) highways. For urban (curbed) highway cross sections, all borings shall extend beneath travel and parking lanes and extend beyond the back of curb plus: 30 feet from high-speed (greater than 40 mph) facilities; and three feet from low -speed (40 mph or less) facilities, plus any additional width to clear an existing sidewalk. The pits or trenches excavated to facilitate boring and sewer lines installation shall be backfilled to a density approximating that of the adjacent soil immediately after operations have been completed. Nonmetallic sewer line shall be encased in welded steel pipe. The length l of encasement shall extend under center medians and from top of backslope for cut sections (or 5 feet beyond the toe of front slope for fill rsections, or face of curb) of all roadways including side streets). Cast or t ` ductile iron pipe may not be used without encasement. r Where nonmetallic pipe is installed, a durable metal wire shall be concurrently installed or other means shall be provided for detection purposes. City of Lubbock, 98th St. Sewer Main -Phase 2 r r' Nor more than three pilot bores will be permitted. Abandoned pilot bores shall be pressure -filled. TO: D. End Closure: Both ends of each casing conduit shall be closed with common brick and mortar. E. F. Miscellaneous: The annular void space between the drilled hole and the casing pipe (if more than one inch) shall be pressure -filled with a satisfactory material to prevent settlement of any part to the highway facility over the casing. REMOVE: Nor more than three pilot bores will be permitted. Abandoned pilot bores shall be pressure -filled. ! 09000-22 �s CHANGE: i _. U. BACKFILLING AROUND PIPE 1. 2. The remainder of the backfill that is above twelve inches (12") higher than the top of the pipe at all locations, except under highway crossings and railroad crossings, shall be backfilled with loose excavated material in 12" maximum layers and compacted by hydraulic tampers. Water jet tampering shall not be permitted. TO: U. BACKFILLING AROUND PIPE 1. 2. The remainder of the backfill that is above twelve inches (12") higher than the top of the pipe at all locations, except under highway crossings and railroad crossings, shall be backfilled with loose excavated material in 12" maximum l layers and compacted by hydraulic tampers. Water jet [ tampering shall not be permitted. The 12 maximum layers shall be compacted to 95% standard proctor density. Fl� PM 09000-22 7 for such work. if the pipe is disturbed from line and grade after being laid, the pipe shall be removed from trench, the joints cleaned and the pipe relaid. 4. The Water Utilities Department shall be notified at least 24 hours in advance of when pipe is to be laid in any trench. No pipes shall be covered or authorized for cover until they f l have been inspected by the City's Inspector. U. BACKFILLING AROUND PIPE 1. The backfill around the pipe and to a point 12" above the top of the pipe shall be carefully placed and shall be 3/4" r crushed stone (conforming to A.S.T.M. D-2321 class I bedding material). 2. The remainder of the backfill that is above twelve inches (� (12") higher than the top of the pipe at all locations, except l under highway crossings and railroad crossings, shall be backfilled with loose excavated material in 12" maximum �^ layers and compacted by hydraulic tampers. Water jet tampering shall not be permitted. The 12" maximum layers shall be compacted to 95% standard proctor density. r. Density testing shall occur every 500 feet with 3 tests at various e'.evations randomly chosen by the Inspector. Testing shall be paid by the Contractor. 3. In areas to be capped with concrete, the remainder of the backfill that is above twelve inches (12") higher than the top of the pipe shall be backfilled with select excavated material in 6 inch to 12 inch layers and compacted to 95% standard proctor density. The moisture content shall be attained by prewetting and thoroughly mixing before applying appropriate layers to accomplish desired compaction. All surplus material shall be loaded and wasted at the Contractor's expense, at locations approved by the Engineer. 4. Following the completion of the backfilling the Contractor shall maintain the street and trench surfaces, in a satisfactory manner until final completion and acceptance of the work. The maintenance to include blading from time to time as necessary, filling depressions caused by settlement, sprinkling to settle dust, brooming or flushing at the request of the Engineer and other work required to keep the streets and roads in satisfactory condition for traffic. The Contractor shall maintain and be responsible for all paving cuts until such time as City Forces shall repair cuts with asphalt. V. SURFACE RESTORATION t' • �I City of Lubbock, 98th St. Sewer Main -Phase 2 01010-1 SECTION 01010 SUMMARY OF WORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Contract Description. B . Soil Report C . Contractor's Responsibility. D . Contractor Use Of Site. E . Alternate Bid. 1..2 CONTRACT DESCRIPTION A. The 98th street sewer main project involves the extension of the existing 98th street sewer main from the tie in place at Slide Road. B. Base Bid: From Slide Road to Frankford Avenue. This will be a lump sum bid which includes all labor, material, excavation, trench protection, and manholes. Included in the base bid is a 370' 48" large diameter bore and encasement with 36" large diameter sewer line or 36" mircotunneling will need to be constructed at Slide Road and 98th Street. C. Alternate Bid: From Frankford Avenue to Milwaukee. This portion of the bid will be a unit price bid. 1. For installation, material excavation, and trench protection of per linear foot 36" sewer main. 2. For installation, material excavation, and trench protection of manholes per vertical foot depth. 1.3 SOIL REPORT A. The soil report fiunished in the appendix of this contract shall be used only as referenced. City of Lubbock, 98th St. Sewer Main - Phase 2 r f CITY OF LUBBOCK INVITATION TO BID FOR TITLE: 98TH STREET SEWER MAIN EXTENSION ADDRESS: LUBBOCK, TEXAS BID NUMBER: 97236 PROJECT NUMBER: 9415.9242.30000 CONTRACT PREPARED BY: PURCHASING DEPARTMENT r* n INDEX 1. NOTICE TO BIDDERS 2. GENERAL INSTRUCTIONS TO BIDDERS 3. BID SUBMITTAL - BID FOR UNIT PRICE CONTRACTS r 4. PAYMENT BOND l 5. PERFORMANCE BOND r 4 , 6. CERTIFICATE OF INSURANCE 7. CONTRACT r 8. GENERAL CONDITIONS OF THE CONTRACT 9. CURRENT WAGE DETERMINATIONS 10. SPECIFICATIONS 11. SPECIAL CONDITION t� i k i,. 1. . is NOTICE TO BIDDERS NOTICE TO BIDDERS BID #97236 �r• Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the j office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 2:00 t o'clock a.m. on the 21st day of October,1997, 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: "98TH STREET SEWER MAIN EXTENSION" After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing Manager and publicly read aloud. It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager for the City of Lubbock, prior to the expiration of the date above first written. The City of Lubbock will consider the bids on the 13th day of November,1997, 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 5. or superior, as the �. rating of the bond company is a factor that will be considered in determination of the lowest responsible bidder. 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 10 days after notice of award of the contract to him. .. It shall be each bidders 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 l thoroughly investigated and considered in the preparation of the bid submitted. There will be a pre -bid conference on 9th day of October, 1997, at 10:00 o'clock a.m., in the L04 - Purchasing Conference Room, Lubbock, Texas 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 Purchasing Manager of the City of Lubbock, which document is specifically referred to in this notice to bidders. Each bidder's attention Is further directed to provision of Article 5159a, Vemon's Ann. Civil St., 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 all bidders that in regard to any contract entered into pursuant to this - advertisement, minority and women business enterprises will 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 would like bid information made available in a more accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at (806) 775-2281 at least 48 hours in advance of the meeting. 01F LUBBOCK VICTOR KILMA PURCHASING ANAGER Bid documents may be obtained upon request from the Purchasing Department at 1625 13th Street, Room L-04, Lubbock, Texas 79401; Telephone (806)776-2167/Fax (806)776-2164. GENERAL INSTRUCTIONS TO BIDDERS Fl! r GENERAL INSTRUCTIONS TO BIDDERS 1. SCOPE OF WORK The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this project in accordance with contract documents for the 98TH STREET SEWER MAIN EXTENSION. 2. CONTRACT DOCUMENTS All work covered by this contract shall be done in accordance with contract documents described in the General Conditions. 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. 3. PLANS FOR USE BY BIDDERS 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. 4. BIDDER INQUIRIES No bidder shall request any information verbally. All written requests for additional information or clarification concerning this bid must be addressed to: LAURA RITCHIE BUYER CITY OF LUBBOCK P.O. BOX 2000 LUBBOCK, TX 79457 FAX (806)775-2164 S. TIME AND ORDER FOR COMPLETION The construction covered by the contract documents shall be fully completed within 180 (ONE HUNDRED EIGHTY) consecutive calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 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 insure completion of the project within the time specified. 6. PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the j` contract documents. 711. 7. 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. 8. 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. 8. GUARANTEES 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). 10. PLANS FOR THE CONTRACTOR The contractor will be furnished two sets of plans and specifications, and related contract documents for his 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. 11. 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. 12. TEXAS STATE SALES TAX 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. 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. F. 13. 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 furnish 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. 14. 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. 15. ASBESTOS -CONTAINING AND ENVIRONMENTALLY HAZARDOUS MATERIALS There shall be no asbestos -containing or environmentally hazardous materials identified by the E.P.A. or O.S.H.A. used or installed in any category of work under this Contract. Three sets of MSDS sheets for each product installed in this project are required to be submitted with the project close-out documents ` ' 16. EXPLOSIVES 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. Explosive materials shall not be stored or kept at the construction site by the Contractor. 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. 17. 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. r 0 18. 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 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 cant' 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 coverage's shall be submitted prior to contract execution. The insurance certificates furnished shall name the City as an additional insured. A Worker's Compensation Coverage statement from the Contractor to the effect that no work on this particular project shall be subcontracted will be accepted as an alternative. It shall be the contractors responsibility to provide to the owner all proof of coverage Insurance documents including workers compensation coverage for each subcontractor 19. LABOR AND WORKING HOURS _ 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 which 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 Article 5159a, Vernon's Annotated Civil Statutes 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 these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: (1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. (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. 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. 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. 20. 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, ten 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. 21. 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. 22. PREPARATION FOR BID 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. 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 attomey authorizing 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. 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. (a) Bidder's name (b) Bid for (description of the project). Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 23. BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following: (c) (d) (e) M (h) (1) (D Notice to Bidders. General Instructions to Bidders. Bidder's Submittal. Statutory Bond (if required). Contract Agreement. General Conditions. Special Conditions (if any). Specifications. Insurance Certificates. 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. 24. QUALIFICATIONS 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 in regard to 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 City of Lubbock reserves the right to reject any bid 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: 1. The ability, capacity, skill, and financial resources to perform the work or provide the service required. 2. The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. 3. The character, integrity, reputation, judgment, experience, and efficiency of the bidder. 4. The quality of performance of previous contracts or services. m D m l BID SUBMITTAL UNiT PRICE BID CONTRACT PLACE: Z4,6,G04. Z XAS DATE: Alb mozh w PROJECT NUMBER: BID #97236 - 98TH STREET SEWER MAIN EXTENSION Bid of .5.T. L O U/ S O'V-s A /VC • (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Gentlemen: The Bidder, in compliance with your Invitation for bids for the construction of a i 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 i construction of the Intended project Including the availability of materials and tabor, 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 in Exhibit W. I 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 in Exhibit `A' of this bid. I Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written 'Notice to Proceed" of the Owner and to fully complete the project within 180 (ONE HUNDRED EIGHTY) consecutive calendar 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 $500.00 (FIVE HUNDRED DOLLARS) for each consecutive calendar day in excess of the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted In accordance with Instruction number 21 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. k The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. -i TM undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the ,,fcations and contract documents pertaining to the work covered by this bid, and he further agrees to work on or before the date specified in the written notice to proceed, and to substantially complete the work "r,d, he has bid; as provided in the contract documents. on Bidders are required, whether or not a payment or performance bond Is required, to submit a cashier's check or cr,v� check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, p,,ade without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total a%Kl^t of the bid submitted days s a guarantee notice of award bider ofthe will contrInto aact to hic contract and execute all necessary bonds (if . within (ten) Enclosed with this bid Is a Cashier's Check or Certified Check for /u 1Q Moors ($ or a Bid Bond in the sum of c Doliars which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid Is accepted by " owner and the undersigned falls to execute the necessary contract documents and the required bond (if any) with the owner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check of 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. Authorized ature (Printed or Typed Name) LL S. J, i*auis �ONST. /NL. Company po • fax 2a23$4- Address 4QUNGTnnI, AAt7 CRY, county 7 �x�s ,7aD4l� State Zip Code Telephone: %%37 � Fax: q - (Seal if Bidder is a Corporation) ATTEST: Sec reta -- — — .,�:.��a 9�".�u�� 1' ^'�. �. ri�,+.�'S�r�r•;+,v �,+k�."%a vi r'4'�a �'.Yt"f :w'4�'r.� r.t�e rra. Exhibit "A" Bid for Unit Price Contract 98th Street Sewer Main Extension Item Estimated Units Description Quantities 1.) 1*150 feet L. F. 36 inch approved sewer pipe, including trench safety and embedment, furnished and installed complete in place, 20-22 foot cut for the unit bid price of; xV CO Materials ���' i A 0 �� ($ LI U AF ) a'� 1 �I �,�'u� 7-t-t^r'r �, � :% 13 S Labor ($ /LF ) Total u N 1r �o j Scve ^� F vim ! ($ j ? / r. F ) 2;) 230 feet L. F. 36 inch approved sewer pipe, including trench safety and embedment, furnished and installed complete in place, 22-24 foot cut for the unit bid price of, Materials ��''' �j '%x`°r' ($ 140✓ /LF)_ Kr. Labor ^'�. H�^►oAAO T04ftlty F, arc 01•aoi�($ !35 /LF) Total 6 L- ^►o n,� S �.s ^�'l �� rt .�.� v %($ 17 5 / r. F ) 3.) 520 feet L. F. 36 inch approved sewer pipe, including trench safety and embedment, furnished and installed complete in place, 24-26 foot cut for the unit bid price of; �t a Materials �onl Y �Nb �' ($ 4 /LF) x� Labor o�► H �n W T 'Il°t'1 �� ,'` o �W ($ 13 /LF) Total 0 N c ti -j ..i0 -'�Xp Sc ve' l �-� h �tr ($ 1 Z S r. F ) 4.) 260 feet L. F. 36 inch approved sewer pipe, including trench safety and embedment, fiarnished and installed complete in place, 26-28 foot cut for the unit bid price of; r f Materials u� 4 a^T7 A ..0 rw ($ 40 /T. P) Labor 6 N 6 H'jNow iIrj rq-Y F. V-C A 40 �'aD ($ l 3s /T.F) Total Da ' w t{� ao� S e va ^+� y F� vc A-.►' a 5.) 20 feet L. F. 36 inch approved sewer pipe, including trench safety and embedment, furnished and installed complete in place, 28-30 foot cut for the unit ` bid price of; Materials�fL�Y '4,4O X ($ 440 /LF) Labor U'A E H IJ^►0 &Aj) T M.••T fi v-1- 11-4 9 -rO0 ($ Total D', i A -0 = a($1 ? S r6) 20 feet L. F. 36 inch approved sewer pipe, including trench safety and embedment, furnished and installed complete in place, 30-32 foot cut for the unit bid price of, Materials A -+o x K/ oa ($ /LF) Labor 1-t`I.Ar'r eci vt A -40 /io ($ 3S /LF) Total 6,4 L H'JNnnAP Sc aT-Y F- V' t .q ap K o ! ? S LF 7.) 610 feet L. F. 36 inch approved sewer pipe, including trench . safety and embedment, furnished and installed complete in place, 32-34 foot cut for the unit bid price of, r Materials )C )C a3 �o^-i 7 A.4j) ,cam ($ 40 r /LF) Labor 0*11,= N � a o ruo i tl �� r F,�- 9 ($ 3 S /T, F ) ' '., Total 1 n ^' N J a DNR-D 5e-V4 V., A 4 v ($ ' r �• 1 c, { S.) 190 feet L. F. 36 inch approved sewer pipe, including trench safety and embedment, furnished and installed complete in place, 34-36 foot cut for the unit t bid price of; Materials F�.T � A �� m � oo ($ � O /T F ) ^' Labor 046 0Q aDrr� G� � �� • n,Tt T - V- oo ($ 13 S- ,LLEL Total X-, a� v^'�. �'VOz ca Se.%.e .sty E' «0 < ($ i �S �T 0 9.) 242 feet L. F. 36 inch approved sewer pipe, including trench safety and embedment, famished and installed complete in place, 36-38 foot cut for the unit bid price of; Materials ��' 1 AND rv0 ($ Labor o-'(L N,,�o"> K TH-f%y Fi Lv1^15 O ($ 13 S /LF) t xx (J-7�4/L F )Total N 0 %V Se Ire 40 15, 10.) 541 feet L. F. 36 inch approved sewer pipe, including trench safety and embedment, famished and installed complete in place, 38-40 foot cut for the unit bid price of; 03 Materials �o^ i 7 0 ($ 40 iy Labor D onyo N ($ fT•F� Total 0'4 C MO S-e-ve- -1t7' F. vIC 0-40�.!d ($ � ?S � �T 1 11.) 1336 feet L. F. 36 inch approved sewer pipe, including trench safety and embedment, famished and installed complete in place, 40-42 foot cut for the unit bid price of; IOC au Materials IFo�i 7 A 40 ($ _ CO Labor 0"1kE F��fta� ?�f��7y IF��rc ��� x�o �$ �3S /LF) _ a, Total o A t �(� a pruD x ire �� y `^' a� / �$ ! S / L F) r F 12.) 13.) 13 Each Standard manhole, 4 feet depth, 5 feet diameter complete and in place, including base, stubouts embedment, excavation, backfill and trench safety measures for the unit price bid of; (each) Materials [o ON( ee-N H -'J 4o-uv A N fl ?C`F 6 ($ 140 Of" - Labor t� i r u-< a ND� -+� xK�jce ($ ) t Oo /F.A Total r...� P .. -, S � � � �^' o�,-w ,, 4j> X 00 (s jEA' ) 359 feet V. F. Extra vertical foot of standard manhole, 5 foot diameter, complete and in place, including stubouts excavation, backfill and trench safety measures for the unit price bid of; ao Materials S eve& N i l A N g �x�iy,, ($ 70 J /VF) %r� m Labor Foy?- A-r9 �/� ($ �0 �/VF) Total p ,,, I-E a� `�'D ?`e A A �� K xf/oa ($ 110 ' /yF ) 14.) 370 feet L. F. Cost per liner foot of 48 inch bore on grade including 36 inch approved pipe, centralizers, excavation, backfill and traffic control and safety measures for the unit price bid of; Materials ` `1 (�g �'1 Y-YX , ($ `7 Z Labor 1�a.,. }� .j1-4Dn,it, 'w0 N?^��+ Vt ($ Total t�' ve. � JN Drt,--0 •a �xoo ($ 5-00 0 /LF) PM 15.) 1 Lump Sum Install, construct and maintain the Stormwater Prevention Plan as outlined in the specifications, for the unit price bid of;. Materials 1' o� s� -•c 4r+ 0 "ja is ODp = oNE Ill3ND2.ED FiFTf-CM LW "Wep Labor T�o�sa�� 'tip �� ($ '&'-�y ONE NUAIPZF-D TWENT LVW /20 Lvwco Total ? =--�- � Thoos'4 -�D -9 —D (17 -; ©o2 1 C i 9 16.) 1 Lump Sum Repair paving as per specifications, complete and in place for the unit price bid of; w Materials rVY 0 ?' o.,Sq 10 4,el, X%- l$ Labor SeVe-Ai -7 ,.Ft *v-c. R 3-40rv.y .1,4-0 �Kb l$ 75ro0 1 Total N r ,a e i 7 h vz H ,J -ao -40 A" 10 x iov ($ 4) Total Bid, Items 1-16 1M►o l,��,�o,ua etG�tTY i wo j'iqooit"D w Materials ,6tfi 14-3aPrL*v Voni �►"'0 V e.cc 104$40 L�r�" ? oJ3A�a � LvIV a Labor Fo��- N .� r geNt y F i ve A'49 oo �f 7s �► o va p� 6Ff w� Zee�v Total i tto-� sA^� o , T 14 hi�,� -�, f ,[ i e-e N AA AUTHORIZED SIGNATURE: rW 4 711 F r Item 1.) Estimated Units Quantities Alternate Bid A: Description 2200 feet L. F. Beginning at station 54+69 construct 36 inch approved sewer pipe, including trench safety and embedment, furnished and installed complete in place, 40-42 foot cut for the unit bid price of; Materials �o^ t 7 /� N4 x ($ 40 /LF ) 00 Labor o a L N�'NOn.�� Fo^i 1 A145 ;",too ($ 140 J/LF) Total pelt H -j � � 6 � i -1 A A9 tea, ($ 18(),41 /L F ) 2.) 5 Each Standard manhole, 4 feet depth, 5 feet diameter complete and in place, including base, stubouts embedment, excavation, backfill and trench safety measures for the unit price bid of; (each) Materials G 1 D �ti j L C X� al �'� .� �.sh tiw M �� Apo ($ I �0(y /EA Z Labor E' C%Q �,n1 N 0 ry p •4 �! u x/ lW 1 1 00 ($ /EA) Total �-STY of F, We �., No r"O ��6 'moo ($ a'5 /EA) 3.) 153 feet V. F. Extra vertical foot of standard manhole, 5 foot diameter, complete and in place, including stubouts excavation, backfill and trench safety measures for the unit price bid of; CV - Materials S e "` ~ '�'" �"' ($ ?y /yF) Labor �otiry ��D ���' ($ ��� /VF) Total p .� -► � ($ (10 w� lam) 7! i 4.) 1 Lump Sum Install, construct and maintain the Stormwater Prevention Plan as outlined in the specifications, for the unit price bid of, V c� Materials j' TtYb %� SA 40 a 5'0O0 � Labor Tvj e,s i 7 Ttloosq^4D -e No �w ($ )O Apo Total OJSa "0 H �q cr� ($ '� S, ffkJ 0C 1 Alternate Bid "A" Total Items 14 us Materials 6-LE A �' o-'" Te a Y �o� k H'J� Ile�$ 1 0/ 10 TN•e,ry Labor S rc &J r+ Df%-L0 7 ``' e N -Y A „►D s` x/,, , ($ ? 301i 4p 101 w`. �.f—j y �. Total ri a �� r 6"T y 1-19 /ov ($ `E `� 3 1 L AUTHORIZED SIGNATURE: I-fm Y. 0 L'- / ---- - -1 L-A4�'— — i F, 1� hs :L...`v4.h:FY„n_- 1 LIST OF SUBCONTRACTORS Minority Owned Yes No 2. 0 0 3. ❑ 0 4. 0 0 5. 0 0 6. 0 ❑ 7. 0 0 S. 0 0 9. 0 0 10. 0 ❑ BID BOND AIA DOCUMENT A310 F 7 KNOW ALL MEN BY THESE PRESENTS that we S.J. LOUIS CONSTRUCTION, INC. as Principal, hereinafter called the Principal, and HARTFORD FIRE INSURANCE COMPANY a corporation duly organized under the laws of the State of CONNECTICUT as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF LUBBOCK, TEXAS as Obligee: hereinafter called the Obligee, in the sum of FIVE PERCENT OF THE AMOUNT OF THE BID SUBMITTED ( 5 %) for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for 98TH STREET SEWER MAIN EXTENSION NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 21st day of October , 1997 S.J. LOUIS CONSTRUCTION, INC. (Principal) H Witness -IN-F (Seal) STATE OF MINNESOTA r f On this 21st day of October, 1997, before me appeared DUANE MISCHKE to me personally known, who, being duly sworn, did say that he/she is the ATTORNEY -IN -FACT of HARTFORD FIRE INSURANCE COMPANY, that the seal affixed to the foregoing instrument is the corporate seal of said corporation; that said instrument was signed and sealed on behalf of said corporation by authority of its Board of Directors, and said DUANE MISCHKE acknowledged said instrument to be the free act and deed of said corporation. Notary Public Notary Seal and Date of Pt1TRiC;A H. BOKHERS : ;, £ N'31ARY PUBLIC - MINNESOTA Expiration of Commission 31.2000 4�riR•i+►fJ9'fCL+i0.4Qh`�t*.+r.� - � 'f'1 l f . �,. + •2 .. Ky. 1.,�^•'a... — L1MS+F:�� f' .el._ ,x�. w �..,..... a.. _, .. +Ar A TF SU --- — - Hartford, Connecticut POWER OF ATTORNEY Know ail men by these Presents, That the IdARTFtIRD FIRE INSURANCE COMPANY, a corporation duty organized under the laws of the State of Connecticut, and having Its principal ofice In the City of Hartford, County of Hartford. State of Connecticut, does hereby make, constitute and appoint DUAAW AHSaDD DANBORREU, PATRIQA H. BORQMU, CFIARLES W. FLWIG end PUFF AL BRADT clf MI M4POMS, MII MMOTA its true and lawful Attomey(s)-in-Fad, with full power and authority to each of said Attomey(sHn-Fad, in their separate Capacity If more than one Is named above, to sign, execute and acknowledge any and an bonds and undertakings and otlher writings obligatory In the nature thereof on behalf of the Company in Its business of guaranteeing the fidelity of persons holding places of public or private trot: guaranteeing the performance of contracts other than insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or permitted in all alums or proceedings or by law allowed, and to bind the HARTFORD FIRE INSURANCE COMPANY thereby as fully and to hue r' same extent as N such bonds and undertalfts and other writings obligatory in the nature thereof were signed by an Executive Officer of the HARTFORD FIRE INSURANCE COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and eonirlrrs all that Its said Attomey(s)-in-Fad may do In pursuance hereof. This power of sitter, ey is granted by and under authority of the following provisions: (1) By -Laws adopted by the Stockholders of the HARTFORD FIRE INSURANCE COMPANY at a meeting duly called and held on the 9th day of March, 1971. ARTICLE IV SECTION 6. The President or arty Vice -President acting with any Secretary or Assistant Secretary, shad have power and authority to appoint, for purposes only of executing and attesting bonds and undertakfnps and other writings obligatory In the nature thereof, one or more Resident Vice Presidents, Resident Assistant Secretaries and AWmeys-Infad and at any time to remove any such Resident Vioe-Presiders Resident Assistant Secretary, or Attorney -tract, and revoke the power and authority ghren to him. SECTION 11. Attorneysdn-Fart shall have power and authority, subject to the terms and limitations of the power of attorney issued to them, b execute and deliver on behalf of the Company and to attach the seal of the Company thereto any and all bonds and undertakings, and other wrlings obfigatory in the nature thereof, and any such Instrument mocuted by any such Attorney -in -Fact shag be as biding upon the Cmnparry as If signed by an Executive Officer and sealed and attested by one other of such Officers. This power of attorney Is signed and sealed by facsimile under and by the authority of the blowing Resolution adopted by the Directors of the HARTFORD FiRE INSURANCE COMPANY at a meeting duly called and held on the 12th day of February,1993. Resolved, a& fm stgnebaes at such often ad fe seal of fie cacva y may be affamd to any aids power of saorney or b any ahxasrate relating torero by bmfnae, and any vch power or aM mey or ceNrsate bear"- such ftc*t ae slgrowres or acatmile seat shell be valid and b"ud"- upon the Oomparry od any such parer so executed and =viied by uca"rime sgnabuea and iec6"rihe wai sills be valid od Wding upon fe cwp m in fe iAre wen respect to ohr bond or u ndertaldng to ~ It is In Witness Whereof, the HARTFORD FIRE INSURANCE COMPANY has caused these presents to be signed by its Vice- PresideM, and Its corporate seal to be hereto affixed. duly attested by Its Secretary. this 1 at day of May. 1995. Attest HARTFORD FIRE INSURANCE COMPANY FJ&mtd R. lMrrnaneon sp !STATE OF CONNECTICUT sL Pau! L. Marabetla 1 COUNTY OF HARTFORD Yke-Presided On tiffs tat day of May. A.D. 1995. before me personally cane Paul L Marabella. to me known. who being by me duly swam, did depose and say. that he resides In the County of Hartford. State of Connecticut: that he Is the Vice -President of the HARTFORD FIRE INSURANCE COMPANY, tie corporation described In and which executed the above Instrument; that he knows the seal of the said corporation; "rat the seal affixed to the said instrument Is such corporate seal; that It was to affixed by order of the Board of Directors of said corporation and that he signed his name thereto by ike order. STATE OF CONNECTICUT MOTAIth •* as. L%? . etrsuc } JNn K 101 loaYak COUNTY OF HARTFORD) Onc�nd'Notwv _ a+y Cornr+iszm Erp+res rime t0. low Cts`FTTIFICATE i, the undersigned, Secretary of the HARTFORD FIRE INSURANCE COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains In full force and has not been revoked; and furthermore, that the Resolutions of the Board of Directors, set forth In the Power of Attorney, are now In force. Signed and sealed at the City of Hartford. Dated the h 21st day of October 19 97 Zvel ev 4-- �•••e ` Robed L Post Sscr M7 Fo m SJW-9 OM Printed In USA PAYMENT BOND IF POND CHECK MIT RATING LICENSE p!j, TEXAS TBY jj� t III STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $25,000) Bond No. 241082 S.J. Louis Construction, Inc. KNOW ALL MEN BY THESE PRESENTS, that Principal(s), and Hartford Fire Insurance Company, (hereinafter called the Principal(s), as (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 Dollars ($1, 732, 645.wful 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. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 11th day of December , 19 97 , to Bid #97236-98th Street Sewer Main Extension 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 11th day of December 199_. Hartford Fire Insurance y Surety 'B , 1 (Title) Duane Mischke r attorney -in -fact F S.J. Louis Construction, Inc. Principal By: (Title) By: (Title) By: (Title) The undersigned surety company represents that it is duly qualified to do business In Texas, and hereby designates Howard Cowan an 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. Hartford Fire Insurance Company Approved as to form: surety * (Title)Duane Mischke attorney —in —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. G 0." .. STATE OF MINNESOTA On this 11th day of December, 1997, before me appeared DUANE MISCHKE to me personally known, who, being duly sworn, did say that he/she is the ATTORNEY -IN -FACT of HARTFORD FIRE INSURANCE COMPANY, that the seal affixed to the foregoing instrument is the corporate seal of said corporation; that said instrument was signed and sealed on behalf of said corporation by authority of its Board of Directors, and said DUANE MISCHKE acknowledged said instrument to be the free act and deed of said corporation. County and Date of PATRICIA H. B09CNERS Expiration of Commission +� a° NOTF,RYPUSLIC•MINNESOTA bS Commsa un Fxp!res.Fin. 31, 2000 Notary Public wr ' HARTFORD FIRE INSURANCE COMPANY Hartford, Connecticut POWER OF ATTORNEY Know all men by these Presents. That the HARTFORD FIRE INSURANCE COMPANY, a corporation duly organized under the laws of the State of Connecticut, and having its principal office in the City of Hartford, County of Hartford, State of Connecticut, FOR does hereby make, constitute and appoint DUAArEMISCHKE, DANBORRELL, PATRICL4 H. EORCHERS, CHARLES W, =IG and PETER M- ERADT of MIMVEAPOLIS, AWMMOTA f.e, its true and lawful Attomey(s)-in-Fad with full power and authority to each of said Attomey(s)-in-Fad, in their separate capacity H more than one Is named above, to sign, execute and acknowledge any and all bonds and undertakings and other writings obligatory in the nature thereof on behalf of the Company in Its business of guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contracts other than insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law allowed, and to bind the HARTFORD FIRE INSURANCE COMPANY thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the 14ARTFORD FIRE INSURANCE COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and confirms all that its said Attomey(s)4n-Fact may do in pursuance hereof. fun This power of attorney Is granted by and under authority of the following provisions: (1) By -Laws adopted by the Stockholders of the HARTFORD FIRE INSURANCE COMPANY at a meeting duly called and held on the 9th day of March, 1971. ARTICLE N SECTION 8. The President or arty Vice -President, acting with any Secretary or Assistant Secretary, shall have power and authority to appoint, for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, one or more Resident Vice Presidents, Resident Assistant Secretaries and Attomeys-ln-Fact and at any time to remove any such Resident Vice -President, Resident Assistant Secretary, or Attomey4n-Fact, and revoke the power and authority given to him. SECTION 11. Attorneys -In -Fad shall have 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 seat of the Company thereto any and all bonds and undertakings, and other writings obligatory In the nature thereof, and any such Instrument executed by any such Atiomey-infad shall be as binding upon the Company as If signed by an Executive Officer and sealed and attested by one other of such Officers. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Directors of the HARTFORD FIRE INSURANCE COMPANY at a meeting duly called and held on the 12th day of February.1993. Resolved, that the signatures of arch tMicers and the teal or she Company may be affixed to any such power of attorney or to any cemecete relating thereto by tacsImIle. and ary such power of attorney or oetficate beardrp such teesimlle tignatum or tacalmile teal shall be valid and binding upon the Company end any such power so executed and certified by facsimile signatures; and hical iki Will shall be valid and binarrp upon the Company In the Nture wtth respect to any bond or urdertaWrq to which it Is attached. In Witness Whereof, the HARTFORD FIRE INSURANCE COMPANY has caused these presents to be signed by Its Vke- President, and its corporate seal to be hereto affixed, duly attested by its Secretary, this 1 at day of May,1995. AftesE HARTFORD FIRE INSURANCE COMPANY ttif herd R Fterrmaneon Secretary STATE OF CONNECTICUT � Paul L. Marabella COUNTY OF HARTFORD I VA*PMS1dent On this mat day of May, A.D.1995, before me personally came Paul L. Marabella, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Vice -President of the HARTFORD FIRE INSURANCE COMPANY, the corporation described In and which executed the above instrument; that he knows the seal of the said corporation; that the seat affixed to the said Instrument Is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. .+ p. top+* �(� FSTATE OF CONNECTICUT I MOTY �" `% �T a+. •O• / Jean H. WozrrlakCOUNTY OF HARTFORD �� My commission Expires June so, I age CERTiFlCATE I, the undersigned, Secretary of the HARTFORD FIRE INSURANCE COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains In full force and has not been revoked; and furthermore, that the Resolutions of the Board of Directors, set forth in the Power of Attorney, are now in force. Signed and sealed at the City of Hartford. Dated the Zlth day of December 1997 ZVI/ s Robert L Post Secretary i(I, Form d">3507-9 (ice Printed in USA PERFORMANCE BOND POND CHECK PEST RATING EVIS BY �.. STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) S.J. Louis Construction, Inc. KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and Hartford Fire Insurance Company (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of Dollars ($i , 732, 645 ) 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. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the iltbay of December ,1927,to Bid #97236-98th Street Sewer Main Extension 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 filth day of en-be19SZ. Hartford Fire ns ance S.J. Louis Construction, Inca Surety Principal o • B By: (Title) Die Mischke (Title) attorney -in -fact By: (j (Title) By: (Title) r The undersigned surety company represents that it Is duly qualified to do business in Texas, and hereby designates Howard Cowan an 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 o bock ' By: it ttorn y bl&� Hartford Fire Insurance Many Surety 6Z'_ _2/lz (fitle)D e Mischke attorney -in -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. r F r. STATE OF MINNESOTA r- On this 11th day of December, 1997, before me appeared DUANE MISCHKE to me.personally known, who, being duly sworn, did say that he/she is the ATTORNEY —IN —FACT of HARTFORD FIRE INSURANCE COMPANY, that the seal affixed to the foregoing instrument is the corporate seal of said corporation; that said instrument was signed and sealed on behalf of said corporation by authority of its Board of Directors, and said DUANE MISCHKE acknowledged said instrument to be the free act and deed of said corporation. Notary Public County and Date of� PATRICIA H. BORCHERS Expiration of Commission NOTARY PUBLIC •MINNESOTA w, Cemmission Expires An. 31. 2000 f*w5l;1=61111 to r HARTFORD FIRE INSURANCE COMPANY Hartford, Connecticut F F POWER OF ATTORNEY Know all men by these Presents, That the HARTFORD FIRE INSURANCE COMPANY, a corporation duly organized under the laws of the State of Connecticut. and having Its principal office in the City of Hartford, County of Hartford, State of Connecticut, does hereby make, constitute and appoint DUAATAffSCHICE, DANBORREL4 PATRICL4 H. BORChTRS, CHARLFS W. FIBBIG end PEMR M. BRADT of AWVA APOLIS, .MIIYNBSOTA its true and lawful Attomey(s)-In-Fad, with full power and authority to each of said Attomey(s)-in-Fad, in their separate capacity If more than one Is named above, to sign, execute and acknowledge any and all bonds and undertakings and other writings obligatory in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contracts other than insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law allowed, and to bind the HARTFORD FIRE INSURANCE COMPANY thereby as fully and to the same extent as If such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the HARTFORD FIRE INSURANCE COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and confirms all that its said Attcmey(s}in-Fact may do in pursuance hereof. This power of attorney is granted by and under authorty of the following provisions: (1) By -Laws adopted by the Stockholders of the HARTFORD FIRE INSURANCE COMPANY at a meeting duly called and held on the 9th day of March,1971. ARTICLE IV SECTION 8. The President or any Vice-Preskfent, acting with any Secretary or Assistant Secretary, shall have power and authority to appoint, for purposes only of executing and attesting bonds and undertakings and other writings obligatory In the nature thereof, one or more Resident Vice Presidents, Resident Assistant Secretaries and Attorneys -in -Fact and at any time to remove any such Resident Vice -President, Resident Assistant Secretary, or Attomey-kaFact, and revoke time power and authority given to him. SECTION 11. Attorneys -in -Fact shall have power and authority, subject to the terms and limitations of the power of attorney Issued to them, to execute and deliver on behaff of the Company and to attach the seal of the Company thereto any and all bonds and undertakings, and other wrivngs obligatory In the nature thereof, and any such Instrument executed by any such Attomey4ri-Fact shall be as binding upon the Company as If signed by an Executive Officer and sealed and attested by one other of such Officers. This power of attorney Is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Directors of the HARTFORD FIRE INSURANCE COMPANY at a meeting duly called and held on the 12th day of February, 1993. Rescued, tut to signatures d surlh Mom and the am) of to Company may be Mixed to any such power of atmmey or fio arty certkate rdeing thereto by bosirrhle, and any such power of attorney or cerilryte bearing such facsimile signelIm or ho lrnile seal steal be veld and bindkhg upon fie Company and any such power so crecuied and certified by lecsimlie eignaWms and teaimle seal shall be valid and binding upon the Company in the Mtge wlh rasped to ery bond or undertaking to which It Is attached. in Witness Whereof, the HARTFORD FIRE INSURANCE COMPANY has caused these presents to be signed by its Vice President, and its corporate seal to be hereto affixed, duly attested by its Secretary, this 1 at day of May,1995. Attest* HARTFORD FIRE INSURANCE COMPANY All matd R Fierrrmermsort Secretary STATE OF CONNECTICUT Paul L. Marabella COUNTY OF HARTFORD We-Pmsident On this let day of May, A.D. 1995. before me personally came Paul L. Marabella, to me known, who being by me duly swum, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Vice -President of the HARTFORD FIRE INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to the said instrument Is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. �+w- •arty STATE OF CONNECTICUT as AYaL1O • � Joan K woIIhhk COUNTY OF HARTFORD � Mdary A0blic My Commission Fetes June So, 1999 CERTIFICATE 1, the undersigned, Secretary of the HARTFORD FIRE INSURANCE COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains In full force and has not been revoked; and furthermore, that the Resolutions of the Board of Directors, set forth in the Power of Attorney, are now in force. Signed and sealed at the City of Hartford. Dated the llth day of December 19 97 tru Robert L tit secretary Form S-3507-9 (HF) Printed io USA. r F CERTIFICATE OF INSURANCE F CERTIFICATE OF INSURANCE TO: CITY OF LUBBOCK DATE:12_io_g7� P.O. BOX 2000 LUBBOCK, TX 79457 TYPE OF PROJECT: 98th Street Behar Hain Xxtennion Lubbock, zx THIS IS To CERTIFY THAT La Conat,ruction . inG. (Name and Address of insured) Is, at r the date of this certifteate, Insured by this Company with respect to the bustness operations hereinafter described, for the herelrtafta3 rdesoribed urance � ExcepIn tions tostandard v4th the poi policy noteroAsIons d h arson standard PDtictes used by this company, the further YYP6 OF VISUPAr+ CE MUCY—NUMOM I EFFECTNt; I EFFECTWE apt nkyr BATE CornmmiafGaaansWLlabMty C=CI0256215 11/1/97 11/1/98 Genar�tI� negate Clalma Made PMdaicfo MP/0 AGG 9,3.,.00.00 occumm Porspnat 8 ANY. owneft 6 eonbeatora PfCitbCthdl Each OCautranoa Fare Damaoa (Any one Firs Mad 8xp (Any one Pam" An y Aut66 MeA"� d A Nonm0wrod Autos AAAYAuta 0 10o% ar the Tate! eantnal Prlae It WSTAUA770MFLOATER f( s TY ti Umbroua Roan 0 Other Than Umbrda Porm i l ur • �e uwnv.aw►.wu uM CBA0258275 CCX0236275 C:C10256275 11 / i/97 t 1/ 1 /9>g Cort+bined agingle tlanii 3 BOdpy (Par on Pers) Bodlly it (ParAaaident) 9 Property Owns A Auto Ono • t orch WWI i Oihte Wn Auto Only: Each Acelderd aQ Ag7spla >b 11/1/97 11/1/98 f7 j2p' 000 11/1/97 11/1/96 I BaohOxunrro ta,000,222 ApQrspato �,, 11/1/97 1 W/98 M A= A ^Am„ Divan Policy theft ��,,,..�. eon Clsase-Baoh ftWwa ah..- 500 i OTldP ***City is incluk d as addi t:ional Insured. Waiver of Subrwaticm Re: Work Camp in favor of city. The above p ticles either In the bads thereof or by spppp{a4s sndorsame t provide the the]r may got be cha ed or rrartG+Dled byy go Insurer In less than the legal time requ)red after the Insure has receive written notice of such -change l or Cancellatlon, or In case there Is no legal requirement, in less than five days in advance of cancellation. l FIVE COPIES OF THE CERTIFICATE OF INSURANCE •+� sore o usurer MUST 8tr SBNY TO THE GiTY OF LUBBOCKgy;` L�►RRY LAVENTfyEt$ *" PROPERTY & LIABILYTY: GENERAL CAS=TV * WOMERS COMPENSAII0591ND. INS. co. or WORTH aLM RICX 'f1tI0:��idr1 YrBB > sI6EN�„ EMPL O YLR9' LrlplLJ 7Y TM Proprietor! a Pettn�ualE�oecutiv� 0Mwe are: '"•u $2. LOCHS Included C39730030 'xKch dad TWIN CITY IC42385451 I r CERTIFICATE OF INSURANCE TO: CITY OF LUBBOCK DATE: 1 2-19-97 P.O. BOX 2000 LUBBOCK, TX 79457 TYPE OF PROJECT: 98th Street Sewer Main Extension Lubbock, TX THIS IS TO CERTIFY THAT S . J . Louis Construction, Inc. (Name and Address of Insured) is, at the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the l typed of insurance and in accordance with the provisions of the standard policies used by this company, the further hereinafter described. Exceptions to standard policy noted hereon. TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EFFECTIVE LIMITS DATE DATE GENERAL LIABILITY Commercial General Liability CCI0258275 11/1/97 11/1/98 General Aggregate $ 2. 000 . 000 ❑ Claims Made Products-Comp/Op AGG 3 2 �000 , o00 IX Occurrence Personal & Adv. Injury $ 1 .000 , 000 ❑ Owner's & Contractors Protective Each Occurrence $ 1 .000 , 000 ❑ Fire Damage (Anyone Fire) $ 100,000 Med Exp (Any one Person) $ AUTOMOTIVE UABIUTY 11 Any Auto CBA0258275 11/1/97 11/1/98 Combined Single Umit$ 1.000,000 ❑ All Owned Autos Bodily Injury (Per Person) S ❑ Scheduled Autos Bodily Injury (Per Accident) $ lz Hired Autos Property Damage 3 IX Non -Owned Autos GARAGE LIABILITY ❑ Any Auto Auto Only - Each Accident S ❑ Other than Auto Only. Each Accident $ Aggregate 3 R BUILDERS RISK CCI0258275 11/1/97 11/1/98 ❑ 100% of the Total Contract Price $ 7 , 500 , 000 I& INSTALLATION FLOATER $ EXCESS LIABILITY rhi Umbrella Form CCI0258275 11/1/97 11/1/98 Each Occurrence $8 000 000 Aggregate 3$0 ❑ Other Than Umbrella Form t WORKERS COMPENSATION AND ST . LOUIS EMPLOYERS' LIABILITY The Proprietor/ ❑ Included C39730030 Statutory Limits Partners/ExecutIve E Excluded TWIN CITY 11/1/97 11/1/98 Each Accident $ Soo noo Officers are: C42385451 Disease Policy Limit S 500,000 Disease -Each Employee 3 500,000 OTHER The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than the legal time required after the insured has received written notice of such change of cancellation, or in case there is no legal requirement, In less than five days In advance of cancellation. FIVE COPIES OF THE CERTIFICATE OF INSURANCE ** ame o nsurer MUST BE SENT TO THE CITY OF LUBBOCK By; LARRY LAVENTURE ** PROPERTY & LIABILITY: GENERAL CASUALTY ** WORKERS COMPENSATION:iND. iNS. CO. OF nORTH aMERICA Title: SENIOR VICE PRESIDENT 11 li r CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Appropriate Insurance Agent/Broker Prior to Award of Contract I, the undersigned Agent/Broker, certify that the insurance requirements contained in this bid document have been reviewed by me with the below identified Contractor. If the below identified Contractor is awarded this contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by contractor, furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid/proposal. FC�:'/�� i�-4 ',ao� 64"eif &rt Agent (Siorl ture) Agent (Print PM i Name of Agent/Broker: ACORDIA OF MINNESOTA Address of Agent/Broker: 7701 YORK AVENUE S. , SUITE 200 r City/State/Zip: MINNEAPOLIS, MN 55435 E Agent/Broker Telephone Number. ( 612 ) 830-3062 FDate: 12/19/97 CONTRACTOR'S NAME: S -J. LOUIS CONSTRUCTTION. INC.- (Print or Type } CONTRACTOR'S ADDRESS: 2401 AVENUE J. SUITE 202 ARLINGTON, TX 76006 NOTE TO AGENT/BROKER If this time requirement is not met, the City has the right to reject this bid/proposal and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Purchasing Manager for the City of Lubbock at (806)775-2165. ." r BID #97236 - 98TH STREET SEWER MAIN EXTENSION r I F r CONTRACTOR CHECKLIST A CONTRACTOR SMALL: (1) 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; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) 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; (4) obtain from each person providing services on a 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 will 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; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter, (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (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; (7) 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 Act or other commission rules. This notice must be printed 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: F r F F REQUIRED WORKERS' COMPENSATION COVERAGE 'The law requires that each person working on this site or providing services related to this construction project must (see reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment and 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 (512)440- 3789 to receive Information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." and (8) contractually require each person with whom it contracts to provide services on a project, to: (A) 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; (B) provide a certificate of coverage to the contractor prior to that person beginning work on the project; (C) Include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (D) 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; (E) obtain from each other person with whom it contracts, and provide to the contractor. 0i a certificate of coverage, prior to the other person beginning work on the project; and pi) 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; (F) retain all required certificates of coverage on file for the duration of the project and for one year thereafter, (G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 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 (H) contractually require each other person with whom It contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. 7 0 CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS CONTRACT, made and entered Into this 11'" day of December.1997 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through Windy Sitton, Mayor, thereunto authorized to do so, hereinafter referred to as OWNER, and S.J. Louis Construction. Inc. of the City of Arlington. County of Tarrant and the State of Texas hereinafter termed CONTRACTOR. E WITNESSETH: That for and in consideration of the payments and Contracts 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 #97236 - 98TH STREET SEWER WAIN EXTENSION - $1,732,646.00 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, r.. insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of the Contract. 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. F F F IN WITNESS WHEREOF, the parties to these presents have executed this Contract in Lubbock, Lubbock County, Texas in the year and day first above written. AT115ST: SecreI APPROVED AS TO CONTE is Representative - ATTEST: a Co rate Se ary CONTRACTOR: S.J. LOUIISS CONSTRUCTION, INC. / i1l.�l /' ��,r By: Yka6r.— PRINTED NAME: 1,44; !! /�/1/rM,(l /V TITLE: !i, P. Z.69/1/ COMPLETE ADDRESS: S.J. Louis Construction, Inc. PO Box 202384 Arlington, Texas 76006 r• GENERAL CONDITIONS OF THE CONTRACT 7 GENERAL CONDITIONS OF THE CONTRACT r" 1. OWNER Whenever the word Owner, or the expression Party of the First Part, or First Party, are used In this contract, it shall be understood as referring to the City of Lubbock, Texas. 7 2. CONTRACTOR Whenever the word Contractor, or the expression Party of the Second Part, or Second Party, is used, it shall be understood to mean the person, persons, co -partnership or corporation, to wit B.J. L.OUIS CONSTRUCTION. NC. who has agreed to perform the work embraced in this contract, or to his 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, under whose supervision these contract documents, including plans and specifications, were prepared, and MIKE MURPHY, CHIEF ENGINEER, who will Inspect constructions; or to such other representative, supervisor, or inspector as may be authorized by said Owner to act in any particular under this Contract. Engineers, supervisor or inspectors will 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 The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Contract, Statutory Bonds (if required), General Conditions of the Contract, Special Conditions of the Contract (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for his Inspection In accordance with the Notice to Bidders. 5. INTERPRETATION OF PHRASES Whenever the worts w Directed,ww Permitted,ww Designated,ww Required,ww Considered Necessary,w"Prescribed," 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. e. 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 will look exclusively to Contractor for any payments due Subcontractor. 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 him who gives the notice. i r 8. WORK 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. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" Is meant that the structure or project contemplated by the contrail — 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. 10. 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 will 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. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be fumished with two copies of all Plans, Profiles and Specifications without expense to him and he shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY - The Owner's Representative may make periodic visits to the site to observe the progress of quality of the executed work and to determine, in general, if the work Is proceeding in accordance with the contrail documents. He will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the — work, nor will he be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions Incident thereto. His efforts will be directed towards providing assurances for the Owner that the completed project will conform to the requirements of the contrail documents, but he will not be — responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. On the basis of his onsite observations, he will keep the Owner informed of the progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contrail documents. Whenever necessary, Contractor shall suspend his work in order to permit Owner's Representative to comply with this requirement, but such suspension will 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 will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by him, his Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Contract that the Owner's Representative shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. In order to permit delays and disputes and to discourage litigation, it is further agreed that the Owner's Representative shall, in all cases, t determine the amounts and quantities of the several kinds of work which are to be paid for under this contract. ` He 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 Owner's Representatives' estimates and findings shall be conditions precedent to the right to any action on the contract, and to any rights of the Contractor to receive any money under this contract. The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the Contractor a written decision on all claims of the parties hereto and on all questions which may arise relative to the execution of the work or the interpretation of the contract, specifications and plans. 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 Contract, 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 i instructions of any subordinate engineers, supervisors or Inspectors so appointed, when such directions and instructions are consistent with the obligations of this Contract 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 six (6) days make written appeal to the Owner's Representative for his decision. 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 his absence and all directions given to him shall be binding as if given to the Contractor. 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 will not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of his 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 himself 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 effect the work under this contract. No verbal Contract or conversation with any officer, agent, or employee of the Owner, either before or t. after the execution of this contract, shall effect or modify any of the terms or obligations herein contained. 4 is. CHARACTER OF WORKMEN The Contractor agrees to employ only orderly and competent men, 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 him in writing that any man or men on the work, are, in his opinion, incompetent, unfaithful, or disorderly, 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. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall 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 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 reasonable 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 work is in preparation or progress. Contractor shall ascertain the scope of any observation which may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any 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 Observer has previously accepted the work through oversight or otherwise. if any 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 will 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 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 bome by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approval, and any work which meets the requirements of any such tests or approval but does not meet the requirements of the contract documents shall be considered defective. Such defective work shall be corrected at the Contractor's expense. 7 1 t, 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 this Contract to make such inspections, tests, or approvals shall relieve the Contractor from his obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is further 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 Owners' Representative as unsuitable or not In conformity with plans, specification and 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 r-work so that it shall be in full accordance with this contract. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 23. CHANGES AND ALTERATIONS C 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 fumished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for any actual loss occasioned by such change, due to 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: i 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 1 commenced, then the Contractor shall be paid the actual field cost of the work, plus fifteen (15%) percent. In the event said extra work be performed and paid for under Method (C), 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 i 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 worts order. The fifteen percent _ (15%) of the actual field cost to be paid to Contractor shall cover and compensate him for his 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." No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which he should receive compensation or an adjustment in the construction time, he shall 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 Owners 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). The Contractor will thereby preserve the right to submit the matter of payment to arbitration as herein below provided. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of this contract 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. If the Contractor finds any discrepancies or omissions in these plans, specifications, or contract documents, he should notify the Owners' Representative and obtain a clarification before the bids are received, and if no such request is received by the Owner's Representative prior to the opening of bids, then it shall be considered that the Contractor fully understands the work to be included and has provided sufficient sums in his bid to complete the work. in accordance with these plans and specifications. It is further understood that any request for clarification must be submitted no later than five 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 comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase his force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC 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 I r—, Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, his sureties and insurance carriers shall defend, indemnify andsave harmless the Owner and all of its officers, agents 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 the project which Is the subject matter of this contract, on account of the failure of 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, or employees including attorney's fees. The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an Independent Contractor; inclusion of this paragraph in the Contract, 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 his duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of his 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 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 within ten days after being notified of such award. The insurance certificates furnished shall name the City as an additional insured. A Worker's Compensation Coverage statement from the Contractor to the effect that no work on this particular project shall be subcontracted will be accepted as an alternative. It shall be the contractors responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. A. Comprehensive General Liability Insurance The contractor shall have Comprehensive General Liability Insurance with limits of $2,000,000.00 Combined Single Limit in the aggregate and per occurrence to include: Premises and Operations Explosion & Collapse Hazard Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability r� Independent Contractors Coverage Personal Injury Advertising Injury B. Owner's Protective or Contingent Public Liability insurance and Property Damage Liability Insurance. For bodily injuries, including accidental death and or property damage, $2,000,000.00 Combined Single Limit. This policy shall be submitted prior to contract execution. C. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; _ Bodily injury/Property Damage, $1.000,000.00 Combined Single Limit, to include all owned and nonowned cars including: Employers Nonownership Liability Hired and Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. ^ D. Builder's Risk Installation The Contractor shall obtain a Builder's Risk policy in the amount of 0.00% of the total contract Price (100% of potential loss) naming the City of Lubbock as insured. E. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of $0.00 on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. F. Worker's Compensation and Employers Liability Insurance Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500,000.00. 1. 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 406.096) - 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 food/beverage 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 3. The Contractor must provide a certificate of coverage to the govemmental entity prior to being awarded the contract. 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 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 govemmental entity: (a) 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 (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 govemmental 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 r providing services on the project, for the duration of the project; C ' (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 r 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; PM (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; E (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 (1) - (7), 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 will provide services on the project will 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 bome 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. r (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; (b) 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 (I I) 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; (9) 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 Act or other commission rules. This notice must be printed In at least 19 point normal type, and shall be in both English and Spanish and t 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 W • Q ORKERS 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 and 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." ,r. "Call the Texas Workers' Compensation Commission at 5121440-3789 to receive {[ Information on the legal requirement 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: 7 L () 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; provide a certificate of coverage to the contractor prior to that person beginning work on the project; (m) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; _ (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 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 (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 (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services. 29. DISABLED EMPLOYEES Contractors having more than 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 The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any — demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, all suppliers, including commissary, incurred in the furtherance of the performance of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of — those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain 7 unpaid, withhold from the unpaid portion of this P P contract, a sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to discharge any such indebtedness. r� Any and all communications between any party under this paragraph must be in writing. 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 Contract with the Patentee or Owner thereof. The Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner 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 harmless from any loss on account thereof. If the material or process specified or required by Owner is an infringement, the Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infringement. 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 effect the contract or the work, and shall indemnify and save harmless the Owner against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owners' Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, he 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. ASSIGNMENT AND SUBLETTING The Contractor further agrees that he will retain personal control and will give his 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 his full obligations to the Owner, as provided by this Contract. 34. TIME FOR 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 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 on a date to be specified in the Notice to Proceed. L If the Contractor should neglect, fail, or refuse to complete the work within the time herein specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $500.00 (FIVE HUNDRED DOLLARS) PER DAY, not as a penalty, but as liquidated L , damages for the breach of the contract as herein set forth for each and every calendar day that the Contractor shall be in default after the time stipulated for completing the worts. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic change 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 of the impracticability and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain, and the amount is agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for payments or from final payment. 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 his 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 his 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 cant' 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. EXTENSION OF TIME The Contractor agrees that he has submitted his 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 33 hereinabove set forth and that he shall not be entitled to, nor will he request, an extension of time on this contract, except when his 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. The Contractor may apply in writing for an extension of time, submitting therewith all written justification as may be required by Owner's Representative for such an extension as requested by Contractor. The Owner's Representative within ten (10) days after receipt of a written request for an extension of time by the -- Contractor supported by all requested documentation shall then consider such written request and respond to Contractor in writing granting or rejecting the request for an extension of time to complete the project. 37. HINDRANCE AND DELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, he has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays in securing material or workmen or otherwise. No charge shall be made by the Contractor for 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 which event, such expense as in the judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. 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 for the various classes of work to be done and material to be fumished 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. 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 i 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. 39. PROTECTION OF ADJOINING PROPERTY r 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 Contract, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the Owner against any claim or claims for damages due to any injury 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. r 40. , 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 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 him and for well and truly performing the same and the whole thereof in the manner and according to this Contract, the attached specifications, plans, contract documents and requirements of Owner's Representative. 41. 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 which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owners Representative an application for partial payment. Owners Representative shall review said application for partial payment 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; said statement shall also include the value of all sound materials delivered on site of the work that are to be fabricated into the work. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owners 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 this Contract. It is understood, however, that in case the whole work be near to completion, and this fact is certified to by Owners Representative and some unexpected and some unusual delay occurs due to no fault or negligence on the part of the Contractor, the Owner may upon written recommendation of Owners Representative pay a reasonable and equitable portion of the retained percentage due Contractor. F 43. FINAL COMPLETION AND ACCEPTANCE Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and within said time, if the work be found to be completed or substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the duty of the Owner within thirty-one (31) days to issue a certificate of acceptance of the work to the Contractor. 44. FINAL PAYMENT Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final measurement and prepare a final statement of the value of all work performed and materials fumished under the terms of the Contract, and shall certify same to the Owner, who shall pay to the Contractor on or before the 31 st _ day after the date of certificate of completion, the balance due Contractor under the terms of this Contract, provided he has fully performed his contractual obligations under the terms of this contract; and said payment shall become due in any event upon said performance by the Contractor. Neither the certificate of acceptance 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 special conditions (if any) of this contract or required in the specifications made a part of this contract. 45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's Representative on account of failure to conform to the contract, whether actually incorporated in the work or not, and Contractor shall at his own expense. promptly replace such condemned materials with other materials conforming to the requirements of the contract. 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. 46. CORRECTION OF WORK AFTER FINAL PAYMENT = Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for faulty materials or workmanship, and he 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 substantial completion. The Owner or the Owner's Representative shall give notice of observed defects with reasonable promptness. 47. PAYMENT WITHHELD The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certificate to such extent as may be necessary to protect himself from loss on account of. (a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor. (d) . Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, which will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them. 7 L r 48. TIME OF FILING CLAIMS - 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) days after the Owner's Representative has given any directions, order or instruction to which the Contractor desires to take exception. The Owners' Representative shall reply to such written exceptions by the Contractor and render his final decision In writing. In case the Contractor should appeal from the decision of the Owner's Representative, any demand for arbitration shall be filed with the Owner's Representative and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's Representative. it is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents. 49. ABANDONMENT BY CONTRACTOR In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written notification from the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of the Owner's Representative, when such orders are consistent with this contract, this Contract, or the Specifications hereto attached, 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. After receiving said notice of abandonment, 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 ultimately reduce the cost to complete the work and be reflected in the final settlement. In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for within ten (10) days after service of such notice, then the Owner may provide 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 become due to the Contractor under and by virtue of this Contract. 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 his 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. However, 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. When the work shall have been substantially completed, the Contractor and his Surety shall be so notified and certificates of completion and acceptance, as provided in paragraph 42 hereinabove set forth, shall be issued. A 1^ 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, 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 certificate 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 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. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety fait 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 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 subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) 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. 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 which remain on the *jobsite and belong to persons other than the Contractor or his Surety, to their proper owners. 50. ABANDONMENT BY OWNER In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said — terms within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been included in payments to the Contractor and have not been incorporated into the work. Thereupon, the Owner's Representative shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value of all work actually completed by said Contractor at the prices stated in the attached bid, the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the terms of this contract, and a reasonable sum to cover the cost of any provisions made by the Contractor to carry the whole work to completion, and which cannot be utilized. The Owner's Representative shall then make a final statement of the balance due the Contractor by deducting from the above estimate all previous payments by the Owner and all other sums that may be retained by the Owner under the terms of this Contract, and shall certify same to the Owner who shall pay to the Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance shown by said final statement as due the Contractor, under the terms of this Contract. 51. BONDS 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. All bonds, if required, 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. And it is further agreed that this contract shall not be in effect until such bonds are so furnished. 52. 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. 53. LOSSES FROM NATURAL CAUSES Unless otherwise specified herein, all loss 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 and the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work shall be P , sustained and bome by the Contractor at his own cost and expense. r� 54. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control his 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 his 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. 55. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at r" the completion of the work he shall remove all such debris and also his tools, scaffolding, and surplus materials k 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. r CURRENT WAGE DETERMINATIONS r Resolution No. 5121 March 14, 1996 Item #19 4 RESOLUTION 4 WHEREAS, the City Council has heretofore established the general prevailing rate of per diem wages for each craft or type of workmen or mechanics needed to execute public f.,. ' i works contracts for the City of Lubbock in accordance with the provisions of Vernon's Ann.Civ.St., Art. 5159a; and !' WHEREAS, such wage rates were established by Resolution No. 719 enacted February i 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by Resolution No. 2502 enacted January 8. 1987; and WHEREAS, such rates need to be updated at the present time in order to reflect the r current prevailing rate of per diem wages; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the general prevailing rate of per diem wages for public works contracts shall be as set forth in the following named exhibits, which exhibits shall be attached hereto and made a part hereof for all intents and purposes: Exhibit A: Building Construction Trades . Exhibit B: Paving and Highway Construction Exhibit C. Overtime Rate Exhibit D: Weekend and Holiday Rate Such wage rates are hereby found and declared to be the general prevailing rate of per diem wages in all localities where public works are undertaken on behalf of the City of Lubbock and such wage rates shall be included in all public works contracts as provided by law. Passed by the City Council this 14 th day.Qp----.perch , 1996. I i1R., 4 04 VID R. LA ATTEST: �l i Betty M. Anson, City Secretary APPROVED AS TO CONTENT: f Mary And Ws, Managing Director of Human Resources APPROVED AS TO FORM: �1 I a old Willard, Assistant City Attorney l HW_da/ccdocs/pubworks.res February 14. 1996 MUMIM FAN-1 11: 0 City of Lubbock Building Construction Trades Prevailing Rates Acoustical Ceiling Installer Air Conditioner Installer Air Conditioner Installer -Helper Asbestos Worker Asbestos Supervisor Bricklayer Bricklayer -Helper Carpenter Carpenter -Helper Cement Finisher Drywall age Electrician Electrician -Helper Equipment Operator -Heavy Equipment Operator -Light Floor Installer Glazier Insulator-Piping/Boiler Insulator -Helper Iron Worker Laborer -General Mortar Mixer Painter Plumber Plumber -Helper Roofer Roofer -Helper Sheet Metal Worker Sheet Metal Worker -Helper Welder -Certified Hourly Rate 10.00 11.00 5.50 8.00 11.00 11.00 6.00 11.00 6.00 7.50 10.00 13.00 6.00 8.50 7.50 8.50 8.00 9.00 5.50 8.00 5.50 5.50 9.50 10.50 6.00 8.00 5.50 8.75 5.50 10.00 Paving and Highway Construction Prevailing Wage Rates Craft Houdy Rate Asphalt Heateiman 6.00 Asphalt Shoveler 5.50 Concrete Finisher 7.35 Concrete Finisher -Helper 5.75 Electrician 10.50 Nagger 5.50 Form Setter 6.50 Form Setter -Helper 5.50 Laborer -General 5.50 Laborer -Utility 6.25 Mechanic 7.25 Mechanic -Helper 5.50 Power Equipment Operators Asphalt Paving Machine 7.00 Bulldozer 7.00 Concrete Paving Machine 7.00 Front End Loader 6.50 Heavy Equipment Operator 7.00 Light Equipment Operator 6.50 Motor Grader Operator 8.50 Roller 6.00 Scraper 6.50 Tractor 6.50 Truck Driver -Light 6.00 Truck Driver -Heavy 6.50 !. EXSIBIT C Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate. Prevailing Wage Rates Weekend and Holiday Rate The rate for weekend and holiday.is 1 1/2 times base rate. City of Lubbock Water Utilities Engineering Technical Specifications For 98th St. Sewer Main Extension CITY OF LUBBOCK 98th ST. SEWER MAIN EXTENSION TABLE OF CONTENTS - SECTION 01010 SUMMARY OF WORK 1.2 Contract Description 1.3 Soil Report 1.4 Contractor's Responsibility 1.5 Contractor's Use of Site 1.6 Alternate Bid �.. SECTION 01019 CONTRACT CONSIDERATIONS 1.2 Schedule of Values 1.3 Testing 1.4 Applications for Payment 1.5 Change Procedures 1.6 Measurement and Payment r- 4 1.7 Alternatives a SECTION 01039 COORDINATION AND MEETINGS 1.2 Coordination and Project Conditions 1.3 Field Engineering 1.4 Preconstruction Meeting 1.5 Progress Meetings SECTION 01300 SUBMITTALS 1.2 Submittal Procedures r 1.3 Construction Progress Schedules �,.. 1.4 Proposed Materials List 1.5 Product Data 1.6 Test Reports !- 1.7 Certificates 1.8 Manufacturer's Instructions 1.9 Construction Photographs r SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1.2 Temporary Electricity r` 1.3 Temporary Lighting For Construction Purposes 1.4 Telephone Service 1.5 Temporary Water Service 1.6 Temporary Sanitary Facilities 1.7 Traffic/Barriers 1.8 Fencing City of Lubbock, 98th St. Sewer Main -Phase 2 i 1 ii I 1.9 Water Control 1.10 Protection of Installed Work and Materials On -hand 1.11 Security 1.12 Access Roads 1.13 Parking 1.14 Progress Cleaning and Waste Removal 1.15 Project Identification 1.16 Field Offices and Sheds 1.17 Removal of Utilities, Facilities, and Controls 1.18 Stormwater Pollution Prevention Plan SECTION 01700 CONTRACT CLOSEOUT 1.2 Closeout Procedures 1.3 Final Cleaning 1.4 Project Record Documents 1.5 Warranties and Bonds SECTION 09000 STANDARD SPECIFICATIONS FOR SANITARY SEWER MAIN CONSTRUCTION 1.2 General Description 1.3 Approved Plans 1.4 Inspection 1.5 Guarantees and Acceptance 1.6 Specifications 1.7 Materials 1.8 Gravity Flow Sanitary Sewer Pipe Installation 1.9 Manhole Construction SECTION 09010 SPECIFICATION FOR MICROTUNNELING AND BORING 1.2 Microtunneling 1.3 Work Under This Contract 1.4 Description of Method 1.5 Drive and Reception Shafts 1.6 Equipment Specification 1.7 Pipe Specifications 1.8 Submittals 1.9 Execution 1.10 Testing 1.11 Payment 1.12 Boring APPENDIX 1 STORM WATER POLLUTION PREVENTION PLAN 2 CONTRACTOR'S AFFIDAVIT ON CLOSING JOB 3 SOIL TEST REPORT City of Lubbock, 98th St. Sewer Main -Phase 2 01010-1 SECTION 01010 SUMMARY OF WORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Contract Description. B . Soil Report C . Contractor's Responsibility. D . Contractor Use Of Site. E . Alternate Bid. 1.2 CONTRACT DESCRIPTION A. The 98th street sewer main project involves the extension of the existing 98th street sewer main from the tie in place at Slide Road. B. Base Bid: From Slide Road to Frankford Avenue. This will be a lump sum bid which includes all labor, material, excavation, trench protection, and manholes. Included in the base bid is a 370' 48" large diameter bore and encasement with 36" large diameter sewer line or 36" mircotunneling will need to be constructed at Slide Road and 98th Street. C. Alternate Bid: From Frankford Avenue to Milwaukee. This portion of the bid will be a unit price bid. 1. For installation, material excavation, and trench protection of per linear foot 36" sewer main. 2. For installation, material excavation, and trench protection of fiberglass manholes per vertical foot depth. 1.3 SOIL REPORT A. The soil report furnished in the appendix of this contract shall be used only as referenced. City of Lubbock, 98th St. Sewer Main - Phase 2 01010-2 B. Contractor at their own discretion may perform soil investigations over and above the Soil Report herein included. These investigations shall be confined to the working easement and Contractor shall bear all associated costs. 1.4 CONTRACTOR'S RESPONSIBILITY A. Contractor's Responsibilities Include: 1. Arrange and pay for Product delivery to site. 2. On delivery, inspect Products jointly with Owner. 3. Submit claims for transportation damage and replace damaged, defective, or deficient items. 4. Arrange for manufacturers' warranties, inspections, and service. 5. Review Owner reviewed Shop Drawings, Product Data, and Samples. 6. Receive and unload Products at site; inspect for completeness or damage jointly with Owner. 7. Handle, store, install and finish Products. 8. Repair or replace items damaged after receipt. . 1.5 CONTRACTOR USE OF SITE A . Limit use of site to allow: 1 . Work by Contractor and Work by Owner. B . Construction Operations: Limited to areas noted on Drawings. C . Time Restrictions for Performing Work: Monday to Friday from 8 .am to 5 PM. Contractor shall submit request for work outside the scheduled time after hours, weekends, and/or holidays in writing 3 days in advance for work performed. _ 1.6 ;ALTERNATE BID A. Submission Requirements 1. Alternatives quoted on Bid Forms will be reviewed and accepted or rejected at the Owner's option. _Accepted alternatives will be included with the Base Bid as Total Bid in the Owner -Contractor Agreement. B. Schedule of Alternatives 1. Per linear foot extension of original 98th Street Sewer Main Expansion. 2. Per vertical foot depth of manhole. City of Lubbock, 98th St. Sewer Main -Phase 2 01010-3 END OF SECTION City of Lubbock, 98th St. Sewer Main - Phase 2 I i r 01019-1 SECTION 01019 r CONTRACT CONSIDERATIONS r., : PART 1 GENERAL 1.1 SECTION INCLUDES A. Schedule of values. B . Testing. C . Application for payment. D . Change procedures. E . Measurement and payment - unit prices 1 F . Alternatives. 1.2 SCHEDULE OF VALUES A . Submit a printed schedule on AIA Form G703 - Application and Certificate for r Payment Continuation Sheet or Contractor's standard form or electronic media printout will be considered. B . Submit Schedule of Values in duplicate within 15 days after date established in ti Notice to Proceed. i C . Format: Identify each line item with number and title of the major specification k Section. D . Revise schedule to list approved Change Orders, with each Application For t Payment. 1.3 TESTING 1. Costs of testing shall be covered by the contractor. These costs shall include but are not be limited to: cost of testing agency, execution of tests, reporting results, incidental labor and facilities required to assist testing agency, costs of testing services used by Contractor separate from r City of Lubbock, 98th St. Sewer Main -Phase 2 01019-2 Contract Document requirements, and costs of retesting upon failure of previous tests as determined by Owner. B . Payment Procedures: 1 . Submit one copy of the testing firm's invoice with next application for — payment. 2 . Pay invoice on approval by Owner 1.4 APPLICATIONS FOR PAYMENT A . Submit three copies of each application on AIA Form G702 - Application and Certificate for Payment and AIA G703 - Continuation Sheet or AIA G722 - Project Application and Project Certificate for Payment and AIA G723 - Project Application Summary or Contractor's electronic media driven form. B . Content and Format: Utilize Schedule of Values for listing items in Application for Payment. C . Payment Period: Every month on the 5th day of the month. D . Include 3 forms required by. Owner. E . Include an updated construction progress schedule. F . Photographs: Refer to Section 01300 - Submittals, 1.9 - Construction Photgraphs, to be submitted along with the monthly applicaton for payment. 1.5 CHANGE PROCEDURES A. The Owner will advise of minor changes in the Work not involving an adjustment to Contract Price or Contract Time by issuing supplemental instructions. B . The Owner may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price " will be considered valid. Contractor will prepare and submit an estimate within 5 days. — C . The Contractor may propose changes by submitting a request for change to the Owner, describing the proposed change "and its full effect on the Work. Include a City of Lubbock, 98th St. Sewer Main -Phase 2 0 01019-3 statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation and a statement describing the effect on Work by separate or other Contractors. D . Stipulated Sum Change Order: Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by Owner. E . Construction Change Directive: Owner may issue a directive, on standard form signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum or Contract Time. Promptly execute the change. F Time and Material Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. Owner will determine the change allowable in Contract Sum and Contract Time as provided in the Contract Documents. �• G . Maintain detailed records of work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. r H . Change Order Forms: AIA G701, AIA G701/CM, or contractor's standard Change Order. I . Execution of Change Orders: Owner will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.6 MEASUREMENT AND PAYMENT - UNIT PRICES A. Authority: Measurement methods are delineated as follows: 1. Materials - All raw and manufactured materials shall be lump sum measured. 2. Labor - All in-house labor shall be one section measured. 3. Sub -Contract Labor - All subcontractors labor expenses shall be lump sum measured. 4. Contractors Mark-up -Any Contractor mark-ups shall be lump sum measured. 5. Contractor's overhead and profit - Contractor's overhead and profit shall be lump sum measured. City of Lubbock, 98th St. Sewer Main -Phase 2 i 01019-4 B . Submittals For Close -Out: The contractor shall after final inspection and clean up and before final payment submit to the owner the following:. _ 1. A signed affidavit stating all materials suppliers and all other subcontractors have been paid in full. 2. Contractor's warranty for 2 years from the date of final acceptance. — C . Take measurements and compute quantities. The Owner will verify measurements and quantities. -- D . Unit Quantities: Quantities and measurements indicated in the Bid Form are for contract purposes only. Quantities and measurements supplied or placed in the - Work shall determine payment. E Payment Includes: Full compensation for required labor, Products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit. _ 1.7 ALTERNATIVES A. Accepted Alternatives will be identified in Owner -Contractor Agreement. B . Coordinate related work and modify surrounding work as required. END OF SECTION �- City of Lubbock, 98th St. Sewer Main -Phase 2 01039-1 SECTION 01039 COORDINATION AND MEETINGS PART 1 GENERAL 1.1 SECTION INCLUDES A. Coordination and project conditions. B . Field engineering. C . Preconstruction meeting. D . Progress meetings. 1.2 COORDINATION AND PROJECT CONDITIONS A. Coordinate scheduling, submittals, and Work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements. B . Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C . Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion. D . After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.3 FIELD ENGINEERING A. Employ a Land Surveyor registered in the State of Texas acceptable to Owner. B . Contractor shall locate and protect survey control and reference points. C . Control datum for survey is that established by Owner provided survey. City of Lubbock, 98th St. Sewer Main -Phase 2 01039-2 D . Verify set -backs and easements; confirm drawing dimensions and elevations. E . Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices. F . Submit a copy of site drawing signed by the Land Surveyor that the elevations and locations of the Work are in conformance with the Contract Documents. 1.4 PRECONSTRUCTION MEETING A. Owner will schedule a meeting after Notice of Award. B . Attendance Required: Owner, and Contractor. C . Agenda: 1. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 2 Designation of personnel representing the parties in Contract. 3. Procedures and processing of field decisions, submittals, substitutions, _ applications for payments, proposal request, Change Orders, and Contract close-out procedures. 4. Scheduling. 5. Submission of a local telephone number for the job site. A local mobile phone number will be acceptable in lieu of a site number. D . Owner will record minutes and distribute copies within two days after meeting to participants, with two copies to participants and those affected by decisions made. 1.5 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals. B . Owner will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. C . Attendance Required: Job'superintendent, major Subcontractors and suppliers, Owner, as appropriate to agenda topics for each meeting. D . Agenda- 1. Review minutes of previous meetings. 2. Review of Work progress. City of Lubbock, 98th St. Sewer Main -Phase 2 01039-3 3 . Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Maintenance of progress schedule. 7. Coordination of projected progress. 8. Effect of proposed changes on progress schedule and coordination. 9. Other business relating to Work. E . Owner will record minutes and distribute copies within two days after meeting to participants, with two copies to participants and those affected by decisions made. END OF SECTION City of Lubbock, 98th St. Sewer Main -Phase 2 SECTION 01300 SUBMITTALS PART 1 GENERAL 1 .1 SECTION INCLUDES A . Submittal procedures. B . Construction progress schedules. C . Proposed Products list. D . Product Data. E . Test reports. F . Certificates. G . Manufacturer's instructions. H . Construction photographs. 1.2 SUBMITTAL PROCEDURES A. Transmit each submittal to Owner's Representative: Michael E. Murphy, P.E. Chief Engineer Water Utilities Engineering City of Lubbock P.O. Box 2000 1625 13th Street Lubbock, Texas 79457 B . Transmit five(3) copies of each submittal with AIA Form G810. C . Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. 01300 -1 D . Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate. E . Contractor's signed or initialled certification that review, approval, 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. F . Schedule submittals to expedite the project, and deliver to Michael E. Murphy, P.E. at 1625 13th Street, Lubbock, Texas 79457. Coordinate submission of related items. G . For each submittal for review, allow 15 days excluding delivery time to and from the contractor. H . Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. I . Provide space for Contractor and Owner review stamps. J . When revised for resubmission, identify all changes made since previous submission. K . Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. L . Submittals not requested will not be recognized or processed. 1.3 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial schedule in duplicate within 15 days after date established in Notice to Proceed. Schedule should show each major portion of work or each section of work as when to begin and when expected to complete. B . Revise and resubmit as required. C . Submit revised schedules with Application for Payment, identifying changes since previous version. D . Submit a computer generated horizontal bar chart with separate line for each major portion of Work or section of Work, identifying first work day of each week. 01300 - 2 Z f i k E . Show complete sequence of construction by activity, identifying Work of separate r- stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. F . Indicate estimated percentage of completion for each item of Work at each submission. G . Submit an updated progress schedule along with Application For Payment. H . Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by Owner and required by Allowances. 1.4 PROPOSED MATERIALS LIST A. Within 15 days after date of Notice to Proceed, submit list of major materials proposed for use, with name of manufacturer, trade name, and model number of 6 each product. r- B . For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. 1.5 PRODUCT DATA A . Product Data For Review: 1. Submitted to Owner 3 copies of each process for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. 2. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article above and for record documents purposes described in Section 01700 -CONTRACT CLOSEOUT. B . Product Data For Information: 1. Submitted to the Owner. C . Product Data For Project Close-out: 1. Submitted for the Owner's benefit during and after project completion. D . Submit the number of copies which the Contractor requires, plus two copies which will be retained by the Owner. 01300 - 3 E . Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to -this Project. F . Indicate Product utility and electrical characteristics, utility connection requirements, and location of utility, outlets for service for functional equipment and appliances. G . After review distribute in accordance with the Submittal Procedures article above and provide copies for record documents described in Section 01700 - CONTRACT CLOSEOUT. 1.6 TEST REPORTS A. Submit test reports for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. 1.7 CERTIFICATES A. Indicate that selected materials or products used conform(s) to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. B . Certificates may be recent or previous test results on material or Product, but must be acceptable to Owner. 1.8 MANUFACTURER'S INSTRUCTIONS A . When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Owner for delivery to owner in quantities specified for Product Data. B . Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. C . Refer to Section 01400 - Quality Control, Manufacturers' Field Services article. 1.9 CONSTRUCTION PHOTOGRAPHS A . Each month submit photographs with Applicationfor Payment. B . Photographs: One print; color, matte; 8x10 inch size. 01300 - 4 C. (OP Take four (4) photographs indicating the relative progress of the Work, 5 days maximum prior to submitting. Identify photographs with date, time, orientation, and project identification. END OF SECTION 01300 - 5 SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A . Quality assurance - control of installation. 13. Tolerances C . References. D . Inspecting and testing laboratory services. E . Manufacturers' field services. 1.2 QUALITY ASSURANCE - CONTROL OF INSTALLATION A . Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B . Comply with manufacturers' instructions, including each step in sequence. C . Should manufacturers' instructions conflict with Contract Documents, request clarification from Owner before proceeding. D . Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E . Perform Work by persons qualified to produce required and specified quality F . Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G . Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement. 01400 - 1 1.3 TOLERANCES A. Monitor fabrication and installation tolerance control of Products to produce acceptable Work. Do not permit tolerances to accumulate. B . Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Owner before proceeding. C . Adjust Products to appropriate dimensions; position before securing Products in place. 1.4 REFERENCES AND STANDARDS A. For Products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B . Conform to reference standard by date of issue current on Notice to Proceed. C . Obtain copies of standards where required by product specification sections. D . Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of the Owner shall be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.5 INSPECTING AND TESTING LABORATORY SERVICES A. Any testing or lab services required to insure that all products and materials meet specification shall be paid by Contractor. B. Inspecting, testing, and source quality may occur on or off the project site. Perform off -site inspecting as required by the Owner. C. Inspecting or testing does not relieve Contractor to perform Work to contract requirements. 1.6 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start- 01400 - 2 `'� C. up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary. Submit qualifications of observer to Owner 15 days in advance of required observations. Observer subject to approval of Owner. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. END OF SECTION 01400 - 3 01500-1 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 GENERAL 1 . 1 SECTION INCLUDES A . Temporary Utilities: electricity, lighting, telephone service, water, and sanitary facilities. B . Temporary Controls: Traffic/Barriers, enclosures and fencing, protection of the Work, and water control. C . Construction Facilities: Access roads, parking, progress cleaning, project signage, and temporary buildings. 1.2 TEMPORARY ELECTRICITY A . Contractor shall provide required electrical power for construction, temporary office, security lighting, etc. B. All power service shall meet OSHA standards, and local electrical codes. 1.3 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES A . Provide and maintain incandescent lighting for construction operations to achieve compliance with Occupational Safety and Health Administration (O.S.H.A.) rules and regulations. B . Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. C . Maintain lighting and provide routine repairs. 1.4 TELEPHONE SERVICE A. Provide, maintain, and pay for a local telephone service to field office at time of project mobilization. Contractor will be allowed to use a local mobile telephone service in lieu of the telephone service in the field. City of Lubbock, 98th St. Sewer Main -Phase 2 01500-2 B . Owner will pay for own service. 1.5 TEMPORARY WATER SERVICE A. Connect to existing water source for construction operations. Contact Mr. Robert Robinson -City of Lubbock, Water Utility Customer Service Superintendent at (806) 767-2604 and arrange for a contractor temporary meter and setup. Contractor will furnish their own backflow preventer and temporary plastic check valves. B . Owner will pay cost of water used. Exercise measures to conserve water. C . Extend branch piping with outlets located so water is available by hoses with threaded connections. Provide temporary pipe insulation to prevent freezing. 1.6 TEMPORARY SANITARY FACILITIES r A . Contractor to provide and maintain required facilities and enclosures. Existing facility use is not permitted. Provide at time of project mobilization. B . At end of construction, return facilities to same or better condition as originally found. 1.7 TRAFFIC/BARRIERS A. Follow TxDOT Texas Manual On Uniform Traffic Control Devices For Streets And Highways Part VI, Sections 6C (Temporary Traffic Control Elements), 6D (Pedestrian and Worker Safety), 6F (Types of Devices), 6G (Types of Temporary Traffic Control Zone Activities), 6H (Application of Devices), and all pertaining subsections therein. All rules and regulations of the Occupational Safety and Health Administration (OSHA), State of Texas, County of Lubbock, and City of Lubbock applicable to this type of construction shall be followed. The highest degrees of safety shall be expected to be provided for the public, contractor, and any other entities which might be negatively effected by this construction. B . 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. C . Protect non -owned vehicular traffic, stored materials, site, and structures from damage. City of Lubbock, 98th St. Sewer Main -Phase 2 01500-3 1.8 FENCING A . Construction: Commercial grade chain link fence. 13. Provide 6 foot high fence around all excavated areas; equip with vehicular and pedestrian gates with locks. 1.9 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. 1.1 o PROTECTION OF INSTALLED WORK AND MATERIALS ON HAND 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 prevent damage. C . Provide protection for materials on hand or in stack lots ready for installation. 1.11 SECURITY A . Provide security and facilities to protect Work from unauthorized entry, vandalism, or theft. B . Coordinate with Owner's security program. 1.12 ACCESS ROADS A . Construct and maintain temporary roads accessing public thoroughfares to serve construction area. City of Lubbock, 98th St. Sewer Main -Phase 2 01500-4 B . Extend and relocate as Work progress requires. Provide detours necessary for unimpeded traffic flow. C . Provide and maintain access to fire hydrants and free of obstructions. D . Provide means of removing mud from vehicle wheels before entering streets. 1.13 PARKING A . Provide temporary gravel surface parking areas to accommodate construction personnel B : When site space is not adequate, provide additional off -site parking. _ C . Do not allow vehicle parking on existing pavement. D . Designate one parking space for the Owner. 1 .14 PROGRESS CLEANING AND WASTE REMOVAL — A . `Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. ' B . ' Collect and remove waste materials, debris, and rubbish from site periodically and dispose off -site. 1. 15 ` PROJECT IDENTIFICATION A . Provide 8 feet wide x 6 feet high project sign of exterior grade plywood and wood frame construction, painted, with exhibit lettering by professional sign painter die _ cut vinyl, self-adhesive letters and self-adhesive corporate logo, to Owner's design and colors. B . List title of Project, names of Owner, Contractor, and major Subcontractors. C . Erect on site at location indicated by Owner. D No other signs are allowed without Owner permission except those required by law. City of Lubbock,' 98th St. Sewer Main -Phase 2 01500-5 1.16 FIELD OFFICES AND SHEDS A . Office For Owners Rep: Weather tight, with lighting, electrical outlets, heating, cooling and ventilating equipment, and equipped with sturdy furniture , and drawing display table. 13. Owner should be consulted for location of temporary construction offices, sanitary facilities, etc. 1.17 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A . Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. 8 . Clean and repair damage caused by installation or use of temporary work. C . Restore existing and permanent facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. 1.18 STORMWATER POLLUTION PREVENTION PLAN A. Provide all sedimentation and erosion control practices throughout the construction time frame as outlined in Appendix Section 1-Stormwater Pollution Prevention Plan. END OF SECTION City of Lubbock, 98th St. Sewer Main -Phase 2 I 01700-1 SECTION 01700 CONTRACT CLOSEOUT PART 1 GENERAL 1.1 SECTION INCLUDES A . Closeout procedures. y" B . Final cleaning. rC . Project record documents. r D . Warranties and bonds. i 1.2 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 i and ready for Owner's review. B. Provide submittals to Owner 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. F r D . Contact the Owner's inspector for the project and initiate the preliminary "walk- through". Provide a copy of the "punch list for final cleanup" to the Owner's representative. This list shall be initialed by the Contractor's representative present in the preliminary "walk-through" and the Owner's inspector. E . Submit a notarized copy of the Contractor's affidavit on closing the job. A sample copy is available in the Appendix of this document. 1.3 FINAL CLEANING A. Execute final cleaning prior to final project acceptance. B . Clean site; sweep paved areas, rake clean landscaped surfaces. �,, City of Lubbock, 98th St. Sewer Main -Phase 2 01700-2 C . Remove waste and surplus materials, rubbish, and construction facilities from the site. -- 1.4 PROJECT RECORD DOCUMENTS A . Maintain on site one set of the following record documents; record actual revisions to the Work: 1 . Drawings and As Built Drawings. `- 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed Shop Drawings, Product Data, and Samples. 6. Manufacturer's instruction for assembly, installation, and adjusting. B . Ensure entries are complete and accurate, enabling future reference by Owner. C . Store record documents separate from documents used for construction. D . Record information concurrent with construction progress. E . Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: `- 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and modifications. F . Record Drawings -As Built: Legibly mark each item to record actual construction including: 1. Measured depths of flow lines in relation to finish grade. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. -- 4 Field changes of dimension and detail. 5. Details not on original Contract drawings. G . Submit documents to Owner with claim for final Application for Payment. City of Lubbock, 98th St. Sewer Main -Phase 2 01700-3 1.5 WARRANTIES AND BONDS A . Provide duplicate notarized copies. B . Execute and assemble transferable warranty documents from Subcontractors, suppliers, and manufacturers. The duration on the warranty shall be for 2 years from the date of Final Acceptance C . Provide Table of Contents and assemble in three D side ring binder with durable plastic cloth cover. D . Submit prior to final Application for Payment. E . For items of Work delayed beyond date of Final Acceptance, provide updated submittal within 10 days after acceptance, listing date of acceptance as start of warranty period. END OF SECTION City of Lubbock, 98th St Sewer Main -Phase 2 09000-1 SECTION 9000 STANDARD SPECIFICATIONS FOR SANITARY SEWER MAIN CONSTRUCTION PART 1 GENERAL 1.1 SECTION INCLUDES A. General Description B. Approved Plans C. Inspection D. Guarantees and Acceptance E. Specifications F. Materials G. Gravity Flow Sanitary Sewer Pipe Installation 1.2 GENERAL DESCRIPTION A. All sanitary sewer main construction within the City of Lubbock sanitary sewerage system or for future connections to the City of Lubbock sanitary sewerage system shall be accomplished in accordance with the requirements of these specifications. 1.3 APPROVED PLANS A. Sanitary sewer main construction shall be done in accordance with engineered construction plans for the work, prepared under the direction of a Professional Engineer and approved by the City of Lubbock Water Utilities Department prior to construction. Plans shall conform with the City of Lubbock's Minimum Design Standards for Sanitary Sewer and shall show all information called for on the "City of Lubbock Check List for Sanitary Sewer Main Construction Plans." 1.4 INSPECTION A. All work shall be inspected by a representative of the Water Utilities Department, hereinafter called "City Inspector," who shall have the authority to halt construction when, in his opinion, construction is being performed contrary to these specifications or other approved plans, specifications and materials. Whenever any portion of these specifications is violated, the Chief Engineer of Water Utilities, by written notice, may order that portion of construction which is in violation of these specifications or other approved plans, specifications and material to cease until such violation is corrected. City of Lubbock, 98th St. Sewer Main -Phase 2 09000-2 1.5 GUARANTEES AND ACCEPTANCE A. 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 2 years 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). B. The determination of the necessity during the warranty period for the Contractor to repair or replace the work in whole or in part shall rest with the Chief Engineer of Water Utilities. 1.6 SPECIFICATIONS A. All standard specifications and quality standards; i.e., ASA, AWWA, ASTM, etc., which are made a portion of these specifications by reference shall be the latest edition and revision thereof. 1.7 MATERIALS A. Materials approved for sewer line construction are as described in the following paragraphs. B. Vitrified Clay Pipe and Fittings 1. Vitrified clay sewer pipe and fittings shall conform to the requirements of the latest revision of A.S.T.M. Specifications C- 700 for Clay Sewer Pipe. 2. Pipe and fittings shall meet ASTM C-425, C-12, and C-828 or C- -- 1091. 3. Pipes intended to'be straight shall have a maximum deviation 1/8 inch per foot of length as measured from a chord across the concave side. Acceptable pipe shall be laid with the curvature in a horizontal plane. 4. All clay pipe shall be tested and inspected in accordance with A.S.T.M. specifications at the factory and shall be inspected by the Engineer prior to installation. The Contractor shall inspect the pipe for roundness, cracks, broken sockets, broken blisters, glaze faults and dimension variations and shall reject all pipe that does not conform to the A.S.T.M. specifications. C. Polyvinyl Chloride Pipe (Gravity Flow) 1. PVC pipe shall conform to the requirements of the latest revisions of A.S.T.M F- 679 and D-3034 for SDR 35 sewer pipe. The pipe shall be jointed with an integral bell, bell and spigot type rubber gasketed joint. Each integral bell joint shall consist of a formed City of Lubbock, 98th St. Sewer Main -Phase 2 I FM 09000-3 ti bell complete with a single rubber gasket. Gaskets shall conform to ASTM F477. The length of joints shall be 20 feet f one inch. 2. PVC pipe shall be installed in accordance with the manufacturer's i recommendations and shall not exceed five percent (5%) deflection. PVC pipe exceeding 5% deflection shall be replaced t' by the contractor at his expense. The minimum pipe stiffness t factor shall be 46 p.s.i. Pft D. Profile Wall Polyvinyl Chloride Pipe (Gravity Flow) 1. Designated alternative piping systems shall include Lamson Vylon Pipe, Ultra -Corr Sewer Pipe or similar product whos product meets or exceeds the most conservative value as listed in the specifications of either Lamson Vylon or Ultra -Corr. Lamson Vylon Pipe and fittings shall conform to ASTM D1784, F794, D1784 (minimum cell classification of 12364A), F477 (factory installed and chemically bonded to the bell end), D3212, D2412 (minimum 46 psi), D2444 (up to 220 ft. lbs.), D2152 (no flaking or disintegration when immersed in anhydrous acetone for 20 minutes), and F794 (3.5 psi air test). Pipe exceeding 5% deflection shall be replaced at the contractors expense. 2. Ultra -Corr Sewer Pipe shall meet or exceed ASTM F949, D1784 (cell classification of 12454-B), D2412 (minimum stiffness 50 psi), F949 (for flatness, impact, and extrusion quality). The pipe shall have a smooth interior with a concentric corrugated exterior. The exterior corrugations shall be perpendicular to the axis of the pipe to allow placement of the sealing gasket without additional cutting or machining. Pipe exceeding 5% deflection shall be replaced at the contractors expense. E. Polyethylene Pipe 1. The pipe shall be made of high density, high molecular weight polyethylene pipe material meeting the requirements of ASTM F 894 - latest revision. 2. Rubber gaskets shall comply in all respects with the physical requirements specified in the non -pressure requirements of ASTM Specifications C-443. 3. Polyethylene pipe classes shall not be less than the following E classes shown for maximum depths cut. City of Lubbock, 98th St. Sewer Main -Phase 2 09000-4 369 'CLASS, DEPTH OF CUT feet 100 18-22 160 22-28 252 28-46 Polyethylene pipe shall be installed in accordance with the manufacturer's recommendations and shall not exceed five percent (5%) deflection. Polyethylene pipe exceeding 5% deflection shall be replaced by the contractor at his expense. F. Ductile Iron Pipe 1. The pipe shall conform to ANSUASTM specifications A746-77 or latest revision for Ductile Iron Sewer Pipe and shall have a 30 mil thickness epoxy lining on the interior and exterior coating of coal tar pitch conforming to requirements of Federal Specifications WW-P-421. 2.' All joints for Ductile Iron shall be of the rubber gasket bell and spigot, except when otherwise shown on the plans and where connecting to flanged fittings, and shall conform to the base specifications to which the pipe is manufactured. 3. Fittings shall be A.W.W.A. Standard Class "D" bell and spigot type or an approved gasket joint for the particular type of pipe used and designed for the pressures of the pipe except as shown on the plans.. Flanged fittings where required, shall be 125 pound American Standard. All fittings shall be lined with 30 mil thickness epoxy lining on the interior and exterior shall be coated with an asphalt paint. City of Lubbock, 98th St. Sewer Main -Phase 2 09000-5 36" Class Maximum Depth of Cut, feet 150 33 200 36 250 40 300 43 350 45 NOTE: Maximum depths of cut are for type 5 laying condition. Type 5 involves the pipe bedded to its centerline in compacted material, 4" minimum under pipe. Compacted granular or select material to top of pipe. H. Centrifugally Cast Fiberglass Pipe 1. General A. References 1. ASTM D3262 - Standard Specification for "Fiberglass" (Glass Fiber Reinforced Thermosetting Resin) Sewer Pipe. 2. ASTM D4161-Standard Specification for "Fiberglass" (Glass Fiber Reinforced Thermosetting Resin) Pipe Joints Using Flexible Elastomeric Seals. I. ASTM D2412-Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading. B. Specifications 1. The specifications contained herein govern, unless agreed upon between purchaser and supplier. 2. Products A. Materials 1. Resin Systems: The manufacturer shall use only polyester resin systems with a proven history of ,.,.� performance in this particular application. The historical data shall have been acquired from a { composite material of similar construction and composition as the proposed product. r+ City of Lubbock, 98th St. Sewer Main -Phase 2 09000-6 2. Glass Reinforcements: The reinforcing glass fibers used to manufacture the components shall be of highest quality commercial grade E-glass filaments with binder and sizing compatible with impregnating resins. 3. Sand shall be minimum 98% silica with a maximum moisture content of 0.2%. 4. Additives: Resin additives, such as curing agents, - pigments, dyes fillers, thixotropic agents, etc., when used, shall not detrimentally affect the performance of the product. 5. Elastomeric Gaskets: Gaskets shall be supplied by approved gasket manufacturers and be suitable for the service intended. B. Manufacture and Construction 1. Pipes: Manufacture pipe by the centrifugal casting process to result in a dense, non -porous, corrosion - resistant, consistent composite structure. 2. Joints: Unless otherwise specified, the pipe shall be field connected with fiberglass sleeve couplings that utilize elastomeric sealing gaskets made of EPDM rubber compound as the sole means to maintain joint watertightness. The joints must meet the performance requirements of ASTM D4161. Joints at tie-ins, when needed may utilize fiberglass, gasket -sealed closure couplings. 3. Fittings: Flanges, elbows, reducers, tees, wyes, laterals and other fittings shall be capable of withstanding all operating conditions when installed. They may be contact molded or manufactured from mitered sections of pipe joined by glass -fiber -reinforced overlays. Properly protected standard ductile iron, fusion -bonded epoxy coated steel and stainless steel fittings may also be used. C. Dimensions 1. Diameters: The actual outside diameter (18" to 54") of the pipes shall be in accordance with ASTM D3262. For other diameters, OD's shall be per manufacturers literature. 2. Lengths: Pipe shall be supplied in nominal lengths of 20 feet. Actual laying length shall be nominal +1, -4 inches. At least 90% of the total footage of each size and class of pipe, excluding special order City of Lubbock, 98th St. Sewer Main -Phase 2 k 09000-7 E lengths, shall be furnished in nominal length sections. 3. Wall Thickness: The minimum wall thickness shall ' be the stated design thickness. r- 4. End Squareness: Pipe ends shall be square to the pipe axis with a maximum tolerance of 1/8". D. Testing 1. Pipes: Pipes shall be manufactured and tested in accordance with ASTM D3262. 2. Joints: Coupling Joints shall meet the requirements of ASTM D4161. 3. Stiffness: Minimum pipe stiffness when tested in ! " accordance with ASTM D2412 shall normally be 72 psi. E. Customer Inspection 1. The owner or other designated representative shall g! be entitled to inspect pipes or witness the pipe manufacturing. 2. Manufacturers Notification to Customer: Should the Owner request to see specific pipes during any phase of the manufacturing process, the manufacture must provide the Owner with adequate advance notice of when and where the production of those pipes will take place. F. Packaging, Handling, Shipping ,,. 1. Packaging, handling, and shipping shall be done in r accordance with the manufacturer's instructions. 3. Execution b A. Installation �•- 1. Burial: The bedding and burial of pipe and fittings shall be in accordance with the project plans and specifications and the manufacturers requirements (Section 13 A of the product brochure). 2. Pipe Handling: Use textile slings, other suitable materials or a forklift. Use of chains or cables is not �1 recommended. 3. Jointing: �" City of Lubbock, 98th St. Sewer Main -Phase 2 09000-8 A. Clean ends of pipe and coupling components. B. Apply joint lubricant to pipe ends and _ elastomeric seals of coupling. Use only lubricants approved by the pipe manufacturer. C. Use suitable equipment and end protection to push or pull the pipes together. _ D. Do not exceed forces recommended by the manufacturer for coupling pipe. E. Join pipes in straight alignment then deflect to required angle. Do not allow the deflection angle to exceed the deflection permitted by the manufacturer. B. Field Tests: 1. Infiltration 1 Exfiltration Test: Maximum allowable leakage shall be per local specification requirements. 2. Low Pressure Air Test: Each reach may be tested with air pressure (max 5 psi). The system passes the test if the pressure drop due to leakage through the pipe or pipe joints is less than or equal to the specified amount over the prescribed time period. 3. Individual Joint Testing: For pipes large enough to enter, individual joints may be pressure tested with a portable tester to 5 psi max. with air or water in lieu of line infiltration, exfiltration or air testing. 4. Deflection: Maximum allowable long-term _ deflection is 5% of the initial diameter. L Fiberglass Manholes 1. General a. Fiberglass reinforced polyester manhole shall be manufactured from commercial grade polyester resin or other suitable polyester or vinyl ester resins, with fiberglass reinforcements. Manhole shall be a one piece unit manufactured to meet or exceed all specifications of A.S.T.M. D-3753 latest addition or as manufactured by L.F. Manufacturing, Inc., Giddings, Texas or Fluid Containment, Conroe, Texas or an approved equal. 2. Materials City of Lubbock, 98th St. Sewer Main -Phase 2 r•, 09000-9 a. Resin: The resins used shall be a commercial grade unsaturated polyester resin or other suitable polyester or vinyl ester resin. b. Reinforcing Materials: The reinforcing materials shall be commercial Grade " B" type glass in the form of continuous roving, and chop roving, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. C. Interior Surfacing Material: The inner surface exposed to the chemical environment shall be a resin -rich layer of 0.010 to 0.020 inches thick. The inner surface layer exposed to the corrosive environment shall be followed with a minimum of two passes of chopped roving of minimum length 0.5 inches (13mm) to maximum length of 2.0 inches (50.8 mm) and shall be applied uniformly to an equivalent weight of 3 oz/ft^2. Each pass of chopped roving shall be well -rolled prior to the application of additional reinforcement. The combined thickness of the inner surface and interior shall not be less than 0.10 (2.5 mm). d. Wall Construction Procedure: After inner layer has been applied the manhole wall shall be constructed with chop and continuous strand filament wound manufacturing process which insures continuous reinforcement and uniform strength and composition. The cone section, if produced separately, shall be affixed to the barrel section at the factory with resin -glass reinforced joint resulting in a one piece unit. Seams shall be fiberglass on the inside and the outside using the same glass -resin jointing procedure. Field joints shall not be acceptable by anyone except the manufacturer. e. Exterior Surface: For a UV inhibitor the resin on the exterior surface of the manhole shall have pigment added for a minimum thickness of 0.125 inches. f. Stubouts and Connections: Upon request stubouts maybe installed. Installation of SDR PVC sewer pipe must be performed by sanding, priming, and using resin fiber - reinforced hand layup. The resin and fiberglass shall be the same type and grade as used in the fabrication of the fiberglass manhole. Inserta-Tee fittings maybe requested and installed per manufacturers instructions. Kor-N-Seal boots may be installed by manhole manufacturer using fiberglass reinforced pipe stubout for Kor-N-Seal boot sealing surface. g- Manhole Bottom: Upon request manholes may be required to have resin fiber -reinforced bottoms. Bottom shall have a minimum of three 1.5 in. deep and 3.5 in. wide stiffening ribs completely enclosed with resin fiber -reinforcement and City of Lubbock, 98th St. Sewer Main -Phase 2 09000-10 have a minimum 3 in. anti -flotation ring. Manhole bottom shall be a minimum of 5/16 in. thick. h. Fillers and Additives: Fillers, when used, shall be inert to the environment and manhole construction. Sand, calcium carbonate (in inert form), or crushed limestone shall be accepted as approved fillers. Additives, such as thixotropic —' agents, catalysts, promoters, etc., may be added as required by the specific manufacturing process to be used to meet the requirements of this standard. The resulting reinforced - plastic material must meet the requirements of this specification. 2. Manufacture a. Manhole cylinders, manway reducers, and connectors shall be produced from glass fiber -reinforced polyester resin -- using a combination of chop and continuous filament wound process. b. Interior Access: All manholes shall be designed so that a ladder or step system can be supported by the installed manhole. C. Manway Reducer: Manway reducers will be concentric with respect to the larger portion of the manhole diameters through 60 inches. Larger manholes may have concentric or eccentric manway reducer openings. d. Cover and Ring Support: The manhole shall provide an r area from which a typical ring and cover plate can be supported without damage to the manhole. 3. Requirements a. Exterior Surface: The exterior surface shall be relatively smooth with no sharp projections. Hand -work finish is — acceptable if enough resin is present to eliminate fiber show the exterior surface shall be free of blisters larger than 0.5 in. in diameter, delamination or fiber show. b. Interior Surface: The interior surface shall be resin rich with no exposed fibers. The surface shall be free of crazing, delamination, blisters larger than 0.5 in. in — diameter and wrinkles of 0.125 in. or greater in depth. Surface pits shall be permitted if they are less than 0.75 in. in diameter and less than 0.0625 deep. Voids that cannot be broken with finger pressure and that are entirely below the resin surface shall be permitted if they are less than 0.5 in. in diameter and less than 0.0625 in. thick. C. Repairs: Any manhole repair is required to meet all requirements of this specification. City of Lubbock, 98th St. Sewer Main -Phase 2 09000-11 I r d. Manhole Lengths: Manhole lengths shall be in 6 in. increments +/- 2 in. e. Diameter Tolerance: Tolerance of inside diameter shall be +/- 1 % of required manhole diameter. f. Load Rating: The complete manhole shall have a minimum dynamic -load rating of 16,000 lbf. when tested in accordance with A.S.T.M. 3753 8.4 (H-20 loading specification shall apply). To establish this rating the complete manhole shall not leak, crack, or suffer other damage when load tested to 40,000 lbf. and shall not deflect vertically downward more than 0.25 in. at the point of load application when loaded to 24,000 lb. g. Stiffness: The manhole cylinder shall have the minimum pipe- stiffness values shown in table below when tested in accordance with A.S.T.M. 3753 8.5 (note 1). Manhole Length feet PSI 3 - 6.5 0.75 7 - 12.5 1.26 13 - 20.5 2.01 21 - 25.5 3.02 26 - 35 5.24 36-45 8.20 h. Soundness: In order to determine soundness, apply an air or water pressure test to the manhole test sample. Test pressure shall not be less than 3 psig or greater than 5 psig. While holding at the established pressure, inspect the entire manhole for leaks. Any leakage through the laminate is cause for failure of the test. Refer to A.S.T.M. 3753 8.6. i. Chemical Resistance: The fiberglass manhole and all related components shall be fabricated from corrosion proof material suitable for atmospheres containing hydrogen sulfide and dilute sulfuric acid as well as other gases associated with the wastewater collection system. I City of Lubbock, 98th St. Sewer Main -Phase 2 09000-12 k. 1 n. 51 Physical Properties Hoop Direction Axial Direction Tensile Strength, psi 18,000 5,000 Tensile Modules psi 0.6 x 10^6 0.7 x 10^6 Flexural Strength, psi 26,000 4 500 Flexural Modulespsi 1.4 x 10^6 0.7 x 10^6 Compressive, psi 18,000 10,000 Test Methods: All tests shall be performed as specified in A.S.T.M. 3753 latest addition, section 8. Test method D- 790 (see note 5) and test method D-695. Quality Control: Each completed manhole shall be examined for dimensional requirements, hardness, and workmanship. All required A.S.T.M. 3753 testing shall be completed and records of all testing shall be kept and copies of test records shall be presented to customer upon formal written request within a reasonable time period. Certification: As a basis of acceptance the manufacturer shall provide a independent certification which consists of a copy of the manufacturer's test report and accompanied by a copy of the test results that the manhole has been sampled, tested, and inspected in accordance with provisions of this specification and meets all requirements. Shipping and Handling: Do not drop or compact the fiberglass manhole. Fiberglass manhole may be lifted by inserting a 4" x 4" x 30" timber into the top of manhole with cable attached or by a sling or "choker" connection around center of manhole, lift as required. Use of chains or cables in contact with the manhole surface is prohibited. Concrete 1. Fiberglass Bottom: Concrete may be used to form bench area and invert. Also concrete may be used on top of anti -flotation rings and around the reducer section as required for buoyancy. 2. Concrete Bottom: Lower manhole into wet concrete until it rests at the proper elevation, with a minimum of 4 in. of fiberglass manhole inserted into the wet concrete below flow line, then move manhole to plumb. The concrete shall extend a City of Lubbock, 98th St. Sewer Main -Phase 2 09000-13 minimum of one foot from the outside wall of the manhole and a minimum of 6 in. above incoming lines. On the inside concrete shall form the bench and invert area and rise a minimum of 4 in. ti above incoming lines. If required by Engineer concrete may be used around reducer section for buoyancy. P. Backfill 1. Backfill Material: Unless shown otherwise on drawings and approved by the Engineer, sand, crushed stone, or gravel shall be used for backfill around the manhole for a minimum distance of one,foot from the outside surface and embedment material extending from the bottom of the excavation to the top of the reducer section. Suitable material chosen from the excavation may be used for the remainder of the backfill. The material chosen shall be free of large lumps or clods, which will not readily break down under compaction. This material will be subject to approval by the Engineer. 2. Backfill Procedure: Backfill shall be placed in layers of not more than 12 loose measure inches and mechanically tamped to 95% Standard Proctor Density, unless otherwise approved by the Engineer. Flooding will not be permitted. Backfill shall be placed in such a manner as to prevent any wedging action against the fiberglass manhole structure. q. Marking and Identification 1. Each manhole shall be marked on the inside and outside with the following information: a. Manufacturer's name or trademark b. Manufacturer's factory location c. Manufacturer's serial number d. Total length r. Manhole Frames and Cover 1. Manhole frames and covers shall be of good quality gray iron casting and conform to A.S.T.M. Designation A48 (latest revision), having a clear opening of not less than 22 inches. The casting shall be designed with a full bearing ring so as to provide a continuous seat between frame and cover. l! ?-r City of Lubbock, 98th St. Sewer Main -Phase 2 f 09000-14 The cover shall be furnished with lifting ring cast into the cover in such manner as to prevent water leaking through. Frame and cover shall have a weight of not less than 275 pounds. The manhole -' ring and cover shall be Western Iron Works #40 or approved equal. The cover shall include lettering, City of Lubbock, Texas sanitary sewer. S. Concrete and Mortar 1. Cement: Portland cement shall conform to A.S.T.M. C-150 specifications. 2. Aggregate: Fine and coarse aggregate to be used in concrete shall conform to A.S.T.M. C-33 specifications. 3. Mortar and Sand: Sand to be used in cement mortar shall conform to ASTM C-144 specifications. 4. All concrete (Class A) for manhole bottoms, piers and other reinforced concrete structures shall contain not more than 7.0 gallons of water per sack of cement. All concrete (Class B) for pipe cradling, blocking of fittings, and other non -reinforced concrete shall contain not more than 9.0 gallons of water per sack of cement. Surface moisture or moisture carried by the aggregates shall be included as part of the mixing water. Class A concrete shall have a minimum 28 day compressive strength of 3,000 p.s.i. and Class B shall have 2,500 p.s.i. t. Reinforcing Steel 1. All reinforcing steel shall conform to current A.S.T.M. specifications A-15, A-16, or A-305. Wire mesh shall be woven or electrically welded, cold -drawn mild steel wire fabric. Reinforcing _ bars shall be in the deformed bar type. 2. All reinforcement shall be permanently marked with grade, identification marks or shall, on delivery, be accompanied by a manufacturer's guarantee. U. Forms 1. Forms for all concrete work shall be of wood or approved metal forms. Wood sheeting forming surfaces exposed to sight or weather shall be plywood or plywood lined of a quality to produce smooth surface, free from excessive form marks and shall meet the approval of the Engineer before use. The same type of form shall be used for all exposed portions of the work. City of Lubbock, 98th St. Sewer Main -Phase 2 09000-15 r 2. Forms shall be constructed true to lines,grades and sections shown on the plans and shall be mortar - tight and sufficiently rigid to prevent displacement of sagging between supports. Wall forms shall be set plumb and true and rigidly braced to maintain them in correct position and alignment. Temporary PM openings for cleaning and inspection shall be provided at the base of vertical forms or other places where necessary. Such openings shall be neatly and securely closed before concrete is placed. 3. Form ties approved by the Engineer shall be adjustable in length and of such type as to leave no f" metal closer than 1 inch of the surface, and shall not be fitted with lugs, cones, washers, or other devices acting as a spreader which will leave a hole larger than 7/8 inch in diameter or depth back of the exposed surface of the concrete. Wire ties will not ` be permitted. V. Curing Compound 1. Compounds used to form an air tight membrane over a fresh concrete surface shall be in accordance with Texas Highway Department Item 531.2. W. Embedment 1. The embedment shall be crushed stone with irregular surfaces and comply with the following gradation requirements. % By Weight Retained on 1" Sieve 0 Retained on 7/8" Sieve 0 - 2 Retained on 3/4" Sieve 15 - 35 Retained on 5/8" Sieve 55 - 100 Retained on 3/8" Sieve 95 - 100 Retained on No. 10 Sieve 99 - 100 1.8 GRAVITY FLOW SANITARY SEWER PIPE INSTALLATION A. SCOPE 1. The work covered by this Specification consists of constructing f" gravity flow sanitary sewers, including appurtenances normally installed as a part of this system. Construction may include surface preparation; trench excavation; shoring, dewatering; lay, align and join pipe installation of appurtenances; bedding and backfilling; r surface restoration and other related work. B. QUALITY STANDARDS i 4 "' City of Lubbock, 98th St. Sewer Main -Phase 2 09000-16 1. The latest published revision of the quality standards in effect shall apply. AASHTO T 99: Moisture -Density Relations of Soils, using a 5.5 lb. Rammer and a 12 inch Drop ASTM A 746: Ductile Iron Gravity Sewer Pipe (ANSI) ASTM C 12: Installing Vitrified Clay Pipe Lines AWWA C 600: Installation of Gray and Ductile Cast Iron (ANSI) Watermains and Appurtenances AWWA M 23: Polyvinyl Chloride (PVC) Pipe Design and Installation UNI , B 5: Recommended Practice for Installation of Polyvinyl Chloride fPVC) Sewer Pipe ACPA: Concrete Pipe Installation Manual (Published by American Concrete Pipe Association) NCSPA Installation Manual: LCP-4781: Vitrified Clay Pipe Handbook: C. MATERIALS Installation Manual for Corrugated Steel Drainage Structures (Published by National Corrugated Steel Pipe Association) Semi -Rigid Truss Pipe Handbook (Published by Armco, Construction Products Division) (Published by National Clay Pipe Institute) 1. The Contractor shall install sanitary sewer pipe of the type, diameter, wall -thickness an protective coating that is defined in the Special Provisions or designated by the City of Lubbock Water Utilities Department. D. SURFACE PREPARATION 1. One or more acceptable types of pipe may be used. As such, the Contractor shall have the option of installing any of the acceptable types, provided only one type is used throughout any single size designation or run of pipe. E. WITHIN EASEMENTS, CULTIVATED OR AGRICULTURAL AREAS 1. All vegetation, such as brush, sod, heavy growth or grass or weeds, decayed vegetable matter, rubbish and other unsuitable material City of Lubbock, 98th St. Sewer Main -Phase 2 09000-17 F. G. H J. within the area of excavation and trench side storage shall be stripped and disposed of. 2. Topsoil shall be removed from the area to be excavated and stockpiled, or, the Contractor may elect to import topsoil to replace that lost during excavation. Topsoil shall be removed to a depth of 8 inches or the full depth of the topsoil, whichever is less. WITHIN UNPAVED ROADWAY AREA The Contractor shall strip that cover material from graveled roadways or other developed, but unpaved traffic surfaces to the full depth of the existing surfacing. The surfacing shall be stockpiled to the extent that it is acceptable for restoration purposes. WITHIN PAVED AREA 1. The removal of pavement, sidewalks, driveways or curb and gutter shall be performed in a neat and workmanlike manner. The width of the cut shall exceed the width of the trench at the subgrade by at least 12 inches on each side of the trench. 2.' Concrete pavement, sidewalks, driveways or curb and gutter shall be cut with a power saw to a depth of 2 inches prior to breaking. The concrete shall be cut vertically in straight lines and avoiding acute angles. 3. Any overbreak, separation or other damage to the existing bitumen or concrete outside the designated cut lines shall be replaced at the Contractor's expense. Excavated paving materials shall be removed from the jobsite and shall not be used as fill or backfill. 4. Crossings under sidewalks, curbs and gutters or other utility lines may be made by tunneling only if approved by the City Inspector. BARRICADES AND SAFETY MEASURES 1. The Contractor shall, at his own expense, finnish and erect such barricades, fences, lights, and danger signals, and shall take such other precautionary measures for the protection of persons, property and the works as may be necessary. All safety measures shall meet the requirements of The Manual on Uniform Traffic. CONTROL DEVICES 1. The Contractor shall 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 days of issuance to Contractor of City's certificate of acceptance of the project. City of Lubbock, 98th St. Sewer Main -Phase 2 09000-18 2. Rules and regulations of local, state and Federal authorities regarding safety provisions shall be observed. 3. OSHA's regulations for excavations, trenching, and shoring shall be included in the Special Specifications. K. PROTECTION OF EXISTING UNDERGROUND UTILITIES -- 1. The Contractor shall proceed with caution in the excavation and preparation of the trench so that the exact location of underground _ structures, both known and unknown, may be determined. If required, the Contractor shall excavate and locate existing underground utilities ahead of trench excavation in order that necessity for grade changes may be ascertained in advance. The _ Contractor shall be held responsible for the repair of such structures when broken or otherwise damaged because of carelessness on his part. Hand excavation shall be used where necessary. The Contractor shall notify local utilities whenever working near gas mains or services or near electrical or telephone cables or when the presence of these utilities is suspected in the area of construction. L. TRENCH EXCAVATION 1. The Contractor shall excavate as necessary to attain the lines and grades at the locations shown on the Plans or as staked in the field. All trench excavations shall be open cut; unless otherwise shown on the Plans or approved by the City's Inspector. There will be no classification of materials excavated.: 2. The Contractor shall protect adjoining private and public property and facilities, including underground and overhead utilities, curbs, sidewalks, driveways, structures and fences. Disturbed or damaged facilities or property shall be suitably restored or replaced at the Contractor's expense. 3. Excavated materials'unsuitable for backfill or not required for _ backfill shall be disposed of by the Contractor. 4. The Contractor shall prevent surface water from flowing into excavations. Water shall not be permitted to rise in trenches that have not been backfilled. Any pipe having its alignment or grade changed as a result of a flooded trench shall be relaid at the Contractor's expense. -- 5. Repose of excavation and use of shoring, sheathing, or trenching boxes shall conform to current OSHA regulations and all state and local safety requirements. M. TRENCH DIMENSIONS 1. Width City of Lubbock, 98th St. Sewer Main -Phase 2 r 09000-19 a. The width of the trench shall provide adequate working room for installation,joining and proper compaction along both sides of the pipe. Trenches shall conform to the following dimensions, unless otherwise shown on the Plans. NOMINAL SIZE OF PIPE MAXIMUM TRENCH WIDTH AT TOP OF PIPE MINIMUM TRENCH WIDTH AT PIPE SPRINGLINE Less than 18" Pi a O.D. + 18" Pipe O.D. + 12" 18" thru 36" Pipe O.D. + 24" Pipe O.D. + 18" b. The width of the trench above the top of the pipe may be as wide as necessary for shoring, bracing or proper installation of the pipe. Excavation in paved areas shall be confined to a minimum practical width. C. The Contractor may be required to take remedial actions defined by the Water Utilities Engineer if the maximum •. trench width exceeds that shown in the table. The specified remedy shall be at the expense of the Contractor. 2. Depth a. Trench depth shall be shown on the Plans as depth of bury or invert grade. Pipe trenches shall be excavated to provide a trench bottom that is firm for its full length and width. Care shall be taken to prevent excavation below the required depth. b. Spongy material, organic matter, or fill material containing concrete, asphalt or debris that is encountered during trenching shall be excavated to the depth designated by the } Engineer. C. Areas over -excavated for the Contractor's convenience shall be backfilled with suitable material and compacted to a density approximately equal to the density of the adjacent soil, or backfilled with approved bedding material at the Contractor's expense. N. TRENCH GRADING AND FINE GRADING 1. In order to obtain a true, even grade, the trench shall be r fine -graded. The material for fine grading shall be free of rocks, roots, grass or any other debris. The depth of the �.. fine grading material shall not exceed three (3) inches. Where the trench is excavated in excess of three (3) inches below grade, the material shall be compacted to 95% Proctor Density or shall be replaced with bedding material. r City of Lubbock, 98th St. Sewer Main -Phase 2 09000-20 If rock or other unyielding material shall be removed to a depth of three (3) inches below grade and replaced with the bedding material to grade. The grade shall be such that the pipe will rest firmly on the bottom of the trench throughout the entire length of the pipe cylinder. O. EXCAVATION FOR STRUCTURES AND APPURTENANCES 1. Excavation for manholes, structures and other appurtenances shall be sufficient to provide clearances _ adequate for proper backfill and compacting on all sides. The depth of excavation, provisions for dewatering, shoring and other applicable portions of these Specifications shall apply to excavation for structures and appurtenances. 2. All excavated material shall be stockpiled so as not to endanger the work or workmen, and in a manner that will avoid obstructing sidewalks and driveways. P. DEWATERING 1. All pipe trenches and excavation for structures and appurtenances shall be kept free of water during pipe laying and other related work. The method of dewatering shall -- provide for a dry foundation at the final grades of the excavation. Water shall be disposed of in a manner that does not inconvenience the public or result in a menace to public health. Pipe trenches shall contain enough backfill to prevent pipe flotation before dewatering is discontinued. Dewatering shall continue until such time as it is safe to allow the water to rise in the excavation. ` Q. LAYING, ALIGNING AND JOINING PIPE 1. Sanitary sewer pipe shall be installed in accordance with the manufacture's recommendations for installing the type of pipe used, unless otherwise shown on the Plans or as directed by the Water Utilities Department. 2. Proper equipment, implements, tools and facilities shall be provided and used by the Contractor for safe and convenient installation of the type of pipe being installed. R. RESPONSIBILITY FOR MATERIAL 1. The Contractor shall be responsible for all materials intended for the Work that are delivered to the construction site and accepted by him. Payment shall not be made for materials found to be defective or damaged in handling after delivery and acceptance. Defective or damaged materials shall be removed and replaced with acceptable — materials at the Contractor's expense. City of Lubbock, 98th St. Sewer Main -Phase 2 09000-2I 2. The Contractor shall be responsible for the safe and proper storage of such materials, until incorporated into the Work. S. HANDLING 1. Pipe and accessories furnished by the Contracting Agency shall be unloaded and distributed at the site by the Contractor. Each pipe shall be unloaded adjacent to or near the intended laying location. 2. Pipe, fittings, specials, valves and appurtenances shall be F unloaded and stored in a manner that precludes shock or damage. Such materials shall not be dropped. 3. Pipe shall be handled so as to prevent damage to the pipe ends or to any coating or lining. Pipe shall not be skidded or rolled against adjacent pipe. Damaged coatings or linings shall be repaired by the Contractor, at his expense in accordance with the recommendations of the manufacturer, and in a manner satisfactory to the City's Inspector. T. LAYING PIPE r- 1. The pipe and pipe coatings shall be inspected for damage or defects before being placed in the trench. Damaged or defective pipe shall not be installed. Damage to the �., coatings, linings, or pipe shall be repaired in accordance with pipe manufacturer's recommendations. 2. After the trench has been properly fine graded, the pipe shall be laid in accordance with the following specifications. Each length of pipe .shall be inspected for defects and shall be thoroughly cleaned before being lowered into the trench. Pipe laying shall proceed up -grade with the spigot ends pointing in the direction of flow. All pipe shall be laid true to the lines and grades as established by the Engineer, batter boards or laser beam shall be used and each length of pipe set to grade. Bell holes shall be dug at each joint of sufficient depth to allow the entire length of the barrel of the pipe to rest on the bottom of the trench and to allow ample space for properly jointing the pipe. �,.. 3. The jointing shall be completed for all pipe laid each day, in order not to leave open joints in the trench overnight. At times when pipe laying is not in progress, then open ends of the pipe shall be properly plugged. No pipe shall be laid in water, or when trench conditions or weather is unsuitable for such work. If the pipe is disturbed from line and grade after being laid, the pipe shall be removed from trench, the joints cleaned and the pipe relaid. 0 4. The Water Utilities Department shall be notified at least 24 r, hours in advance of when pipe is to be laid in any trench. ]" City of Lubbock, 98th St. Sewer Main -Phase 2 09000-22 No pipes shall be covered or authorized for cover until they have been inspected by the City's Inspector. U. BACKFILLING AROUND PIPE _ 1. The backfill around the pipe and to a point 12" above the top of the pipe shall be carefully placed and shall be 3/4" crushed stone (conforming to A.S.T.M. D-2321 class I bedding material). 2. The remainder of the backfill that is above twelve inches (12") higher than the top of the pipe at all locations, except under highway crossings and railroad crossings, shall be backfilled with loose excavated material in 12" maximum layers and compacted by hydraulic tampers. Water jet tampering shall not be permitted. 3. In areas to be capped with concrete, the remainder of the backfill that is above twelve inches (12") higher than the top of the pipe shall be backfilled with select excavated _ material in 6 inch to 12 inch layers and compacted to 95% standard proctor density. The moisture content shall be attained by prewetting and thoroughly mixing before applying appropriate layers to accomplish desired -' compaction. All surplus material shall be loaded and wasted at the Contractor's expense, at locations approved by the Engineer. 4. Following the completion of the backfilling the Contractor shall maintain the street and trench surfaces, in a satisfactory manner until final completion and acceptance of the work. The maintenance to include blading from time to time as necessary, filling depressions caused by settlement, sprinkling to settle dust, brooming or flushing at the request of the Engineer and other work required to keep the streets and roads in satisfactory condition for traffic. The Contractor shall maintain and be responsible for all paving cuts until such time as City Forces shall repair cuts with asphalt. V. SURFACE RESTORATION 1. All streets, alleys, driveways, sidewalks, curbs or other surfaces broken, cut or damaged by the Contractor shall be -- resurfaced in kind or as shown on the Plans. W. CLEAN UP 1. Contractor's expense. All rubbish, unused materials and other non-native materials shall be removed from the jobsite. All excess excavation shall be disposed of as specified by the City's — Inspector, and the right-of-way shall be left in a state of order and cleanliness. City of Lubbock, 98th St. Sewer Main -Phase 2 i 09000-23 1.9 MANHOLE CONSTRUCTION A. SCOPE 1. The work covered by this Subsection consists of constructing precast; pre -assembled or field assembled manholes for sanitary sewers. Construction consists of excavation; shoring; dewatering; subgrade preparation; construction of base; placement and assembly of risers, cone, or tops; installation of ring, cover and adjusting rings; backfilling; surface restoration and other related work. Where applicable these construction specifications will not only govern concrete manhole construction, but fiberglass as well. B. QUALITY STANDARDS 1. The latest published revision of: ASTM C 891: Installation of Underground Precast Concrete Utility Structures shall apply. C. MATERIALS 1. The Contractor shall install manholes of the dimensions shown on the Plans. D. MANHOLE BASE 1. Field poured concrete bases shall be at least 12 inches thick and not less than 1 (one) foot greater diameter than the outside diameter of the manhole riser section. Concrete shall be minimum 3000 psi. Concrete placement shall conform to ACI and good construction practices. Concrete shall be consolidated and struck - off to a horizontal surface within the forms or pouring rings. 2. Field poured concrete bases shall be reinforced as detailed on the Plans or as shown in the Standard Details. 3. Precast reinforced concrete bases shall be of the size and shape detailed on the Plans or as shown in the Standard Details. E. MANHOLE BARRELS 1. Manhole barrels shall be assembled of precast riser sections. Riser sections shall be placed vertically with tongues and grooves properly keyed. 2. Invert channels shall be smooth and semi -circular in shape conforming to the inside of the adjacent sewer section. Changes in direction of flow shall be made with a smooth curve of as large radius as the size of the manhole will permit. Changes in size and grade of the channels shall be made gradually and evenly. The invert channels may be formed directly in the concrete of the manhole base or may be half -pipe laid in concrete. The floor of the r" City of Lubbock, 98th St. Sewer Main -Phase 2 09000-24 manhole outside the channel shall be smooth and shall slope _ toward the channel not less than one inch per foot, nor more than two inches per foot. 3. Free drop inside the manhole shall not exceed 30" measured from the invert of the inlet pipe to the invert of the outlet pipe. Where the drop exceeds 30" , drop manholes shall be constructed as detailed on the Plans or as shown in the Standard Details. 4. All connections between the riser or base sections and the sewer _ pipe shall be joined in such a manner as to make the manholes watertight. Preformed rubber waterstop gaskets cast into the riser or base section methods. Preformed flexible plastic sealing compounds similar or equal to "Ramnek" or "Kent Seal" are also ` acceptable, provided acceptable watertightness is achieved. F. TOP OR CONE SECTIONS 1. Flat top sections may be used on shallow lines where standard cone sections will not conform to specified elevations. 2. Cone shaped top section shall be assembled on top of the manhole barrel with tongues and grooves properly keyed. 3. Adjusting rings or brick may be used for adjusting the top elevation, except that the total height of the adjusting rings shall not exceed 12 inches at any manhole. Each manhole shall have a _ minimum of 6 inches of grade adjustment. 4. Rings shall be set to the elevations shown on the Plans or established by the City's Inspector. Concrete shall be placed around and under the ring to provide a seal and properly seat the ring at the required elevation. Concrete shall be rounded -off in accordance with the Standard Details. G. WATERTIGHTNESS 1. The finished manhole is expected to be as watertight as the pipe system it is incorporated into. Infiltration or exfiltration shall not exceed the limits established in Subsection 1-3.14. 2. All connections between riser sections, bases and tops shall be sealed with preformed flexible plastic joint sealing compound. Application of primer and sealing compound shall be -- accomplished in conformance with the manufacturer's recommendations. Grade of materials, quantity of materials and application temperatures recommended by the manufacturer shall _ govern. Sealing compound similar or equal to "Ramnek" or "Kent Seal" shall be used. H. BACKFILLING — City of Lubbock, 98th St. Sewer Main -Phase 2 09000-25 1. Backfilling around manholes shall conform to the requirements as specified for backfilling. Bedding material shall be placed up to a point equal to that required for the adjacent pipe. E I. SURFACE RESTORATION 1. Surface restoration shall conform to the requirements of Sections 1.8-W-1. J. QUALITY CONTROL 1. Inspection, testing, approval and acceptance shall conform to the requirements of Section 1.2,1.3,1.4,1.5, and 1.8-B-1. 2. Materials not inspected by the City's Inspector or damaged by an action of the Contractor may be subsequently rejected and replaced at the Contractor's expense. K. CLEAN UP 1. Contractor's expense. All rubbish, unused materials and other non-native materials shall be removed from the jobsite. All excess excavation shall be disposed of as specified, and the right-of-way shall be left in a state of order and cleanliness. L. CONNECTION TO CITY SEWERAGE SYSTEM 1. Flow of any kind into the existing sewerage system shall not be allowed until the sewer has been satisfactorily completed and accepted for use by the Water Utilities Department. M. TEES FOR SERVICE CONNECTIONS 1. The Contractor shall place wyes and tees for service connections where required by the approved construction plans. Watertight plugs shall be installed in each branch pipe or stub. Tee locations shall be marked with a piece of two inch by four inch lumber extended from the end of the pipe to above ground level. Service lines shall be installed to property line. N. INSPECTION, TESTING, APPROVAL AND ACCEPTANCE OF GRAVITY FLOW SANITARY SEWERS 1. SCOPE a. The work covered by this Specification consists of the inspection, testing, approval and acceptance of gravity flow sanitary sewers, including appurtenances normally installed as part of the system. The work may include leakage testing, deflection testing of flexible pipe system and television inspection of the interior of the finished sewer system. 7 2. QUALITY STANDARDS C City of Lubbock, 98th St. Sewer Main -Phase 2 is 09000-26 b. The latest published revision of the Quality Standards in effect at the time of bid shall apply. ASTM C 969: Infiltration and Exfiltration Acceptance Testing of Installed Sewer Lines ASTM C 828: Low Pressure Air Test of Sewer Lines. UNI B 6: Recommended Practice for Low -Pressure Air Testing of Installed Sewer Pipe. (Published by Uni-Bell Plastic Pipe Association) 3. MATERIALS a. Water used for exfiltration tests shall be potable or as otherwise approved by the City's Inspector. b. Equipment necessary for any of the tests shall be of the type, quality and capacity to perform the operations required and to execute the tests specified, and shall be furnished by the Contractor along with all labor and materials including water. 4. INSPECTION a. The City's Inspector shall inspect and approve all work accomplished. Deflection testing shall be performed by the _ Contractor. 5. CLEANING a. Prior to testing any section of sewer, the Contractor shall remove all foreign matter from the interior of the system. Flushing a cleaning ball, pressure jetting or other - appropriate cleaning method approved by the City's Inspector may be used. Watertight plugs or other methods approved by the City's Inspector shall then be used to _ prevent dirt or debris from entering the system. 6. TESTING a. Testing shall be conducted by the Contractor and at this own expense. b. All testing shall be accomplished in the presence of the City's Inspector or his authorized representative. The City's Inspector shall be notified 24 hours in advance of the testing. C. Testing shall not continence on any portion of the pipeline, until all field placed concrete in contact with the pipe, fittings or appurtenances is adequately cured. City of Lubbock, 98th St. Sewer Main -Phase 2 09000-27 d. The Contractor shall have the option of conducting a water exfiltration test, a low-pressure air test, or an infiltration test if the pipeline is continuously subjected to an exterior hydrostatic head. e. The sewer line being tested may be filled with water for a period long enough to allow water absorption in the pipe wall. The saturation period shall be a minimum of 4 hours and not more than 72 hours. 1. Exfiltration Test a. Each section of the pipeline shall be tested between successive manholes or other structures. The lower end of the section shall be closed with a watertight device. The inlet end of the section to be tested shall be filled with water to a point 4 feet above the pipe invert at the centerline of the upper manhole or structure. If the ground water level is above the pipe invert, the water level in the upper manhole shall be 4 feet above the adjacent ground water level. Ground water level shall be determined by the City's Inspector. b. The allowable leakage by exfiltration shall not exceed 200 gallons/inch diameter/mile/day. The leakage shall be measured by checking the dropin the water level in the upper manhole or structure over a period of 4 hours. C. The Contractor shall repair obvious or concentrated leaks and whatever repairs are necessary to reduce exfiltration leakage to an acceptable rate. The Contractor shall repeat the 4 hour exfiltration test after repairs until an acceptable leakage rate is attained. All repairs required shall be at the Contractor's expense. 2. Low -Pressure Air Test a. The low-pressure air test shall be conducted in accordance to the provisions of UNI-B-6, "Recommended Practice for Low -Pressure Air Testing of Installed Sewer Pipe," published by Uni-Bell Plastic Pipe Association. b. The Contractor shall repeat the low-pressure air test after repairs until an acceptable City of Lubbock, 98th St. Sewer Main -Phase 2 09000-28 pressure drop for the test is attained. All repairs required shall be at the Contractor's expense. 3. Infiltration Test a. Infiltration tests are acceptable only if the pipeline is continuously subjected to an external hydrostatic head (ground water level) of at least 2 feet above the top of the pipe at the upstream manhole or structure. Ground water level shall be determined by the City's Inspector. b. Infiltration test shall be made by sealing the inlet and outlet ends of this pipeline and measuring the volume of water that infiltrates into the section being tested. Flow measurement may be measured by collecting the discharge into a volumetric measuring container, weir or other approved method. C. The allowable infiltration shall not exceed 200 gallons/inch diameter/mile/day. The test shall be continued over a period of at least 4 hours. Time shall be allowed to soak lines and manholes in advance of performing test. The Contractor shall repair obvious or concentrated leaks and whatever repairs that are necessary to reduce the infiltration to an acceptable rate. d. The Contractor shall repeat the 4 hour infiltration test after repairs until an acceptable infiltration rate is attained. All repairs required shall be at the Contractor's expense. e. Whenever the rate of infiltration is found to exceed the prescribed amount, the Contractor shall be notified in writing. The Contractor may then be required, by the Water Utilities Department, to provide at his _ own expense, electronic or photographic visual inspection of the interior of the conduit. The Contractor shall make appropriate repairs by methods approved by _ the Water Utilities Department and shall continue to test the conduit until it is proven satisfactory. _ 7. GENERAL City of Lubbock, 98th St. Sewer Main -Phase 2 f 09000-29 1 a. Final acceptance of the sewer line shall be based on an inspection covering all items in this specification. The inspection shall be done in an appropriate manner by representatives of the Water Utilities Department. The Contractor shall remedy, at his own expense, any poor alignment or any other defects in workmanship or materials �.. revealed by final inspection. Final acceptance will be based on reinspection of the sewer after the appropriate repairs and corrections are completed. # 8. T.V. INSPECTION a. Where determined necessary by the City's Inspector, the sewer shall be inspected by T.V. camera prior to final acceptance of the pipeline. The costs incurred in making the initial inspection by T.V. camera shall be borne by the Contracting Agency. b. T.V. equipment expressly designed for pipeline inspection purposes and operated by experienced and qualified personnel shall be pulled through the entire pipeline. The T.V. operator shall maintain a log of all inspections and note location, type and extent of any deficiencies. The T.V. r•• operator shall also photograph all deficiencies and not less than one "typical" location per each 500 feet of pipeline inspected. C. The Contractor shall bear all costs incurred in correcting deficiencies found during the T.V. inspection, including cost of additional T.V. inspection required to verify correction of noted deficiencies. Y d. T.V. inspection conducted solely for the Contractor's benefit shall be at the Contractor's expense. 9 DEFLECTION TEST a. Where determined necessary by the City's Inspector, sewer pipe shall be subjected to a deflection test. Deflection tests shall be conducted in the presence of the City's Inspector and after the pipe has been installed and backfilled. b. The deflection test shall be conducted by pulling a mandrel (go -no go device) through the pipe. The mandrel shall be designed and sized for each size of pipe and shall be at least 1.5 pipe diameters in length. The mandrel shall be constructed with an odd number of runners placed parallel to the pipe centerline and equally spaced around the perimeter of the mandrel. Mandrels for 8 inch pipe shall be constructed with at least 9 runners, and more runners shall ,.. be utilized for larger pipe sizes. Test mandrel shall be furnished by the Contractor. All test equipment, calibration data and procedures shall be subject to the approval of the City's Inspector. r City of Lubbock, 98th St. Sewer Main -Phase 2: 09000-30 C. Ring or diametric deflection of the installed pipe shall not exceed 5% of the design internal diameter of the pipe. Pipe sections that restrict free passage of the mandrel shall be removed and replaced or excavated, rebedded, backfilled and retested. d. All such repairs, replacement, remedial work and retesting performed by the Contractor shall be at his expense. e. The deflection test may be conducted concurrently with the T.V. inspection of the pipe interior, subject to approval by the City's Inspector. 10. ACCEPTANCE a. Flow of any kind into the existing sewerage system shall not be allowed until the sewer has been satisfactorily completed and accepted for use by the Water Utilities Department. b. Portions of the work completed may be placed in operation after all cleaning, testing and inspection requirements have been fulfilled. Such partial use or partial acceptance shall be subject to approval of City Inspector. O. INSPECTION, TESTING, APPROVAL AND ACCEPTANCE OF MANHOLES 1. SCOPE a. The work covered by this Specification consists of the inspection, testing, approval and acceptance of manholes. The work may include leakage testing. 2. QUALITY STANDARDS UNI- B-6: Recommended Practice for Low -Pressure Air Testing of Installed Sewer Pipe (Published by Uni-Bell Plastic Pipe Association) ASTM C 969: Infiltration and Exfiltration Acceptance Testing of Installed Concrete Pipe Manholes. 3. MATERIALS a. Water used for exfiltration tests shall be potable or as otherwise approved by the City's Inspector. b. Equipment necessary for any of the tests shall be of the type, quality and capacity to perform the operations required to execute the tests specified, and shall be furnished by the Contractor along with all labor and materials including water. City of Lubbock, 98th St. Sewer Main -Phase 2' 09000-31 n 4. INSPECTION I a. The City's Inspector shall inspect and approve all work accomplished. 5. CLEANING a. Prior to testing any manhole, the Contractor shall remove all foreign matter from the interior of the manhole. Chunks of concrete, mortar, or other debris (including dirt that may have intruded into the interior of the manholes) shall be removed by mechanical means. Small gravel or grit may be removed by flushing, pressure jetting or other appropriate cleaning methods approved by the City's Inspector. After cleaning, the manhole cover shall be positioned to prevent dirt or debris from entering the manhole. Other means of preventing intrusion of dirt or debris may be employed if approved by the City's Inspector. 6. TESTING a. All manholes shall be tested for leakage by an exfiltration test. b. Manholes may also be tested for infiltration when, in the opinion of the City's Inspector, high ground water levels indicate the possibility of excessive infiltration leakage at the manhole. C. Exfiltration Test 1. All inlet and outlet pipes in the manhole shall be plugged with a watertight device. The manhole shall be filled with water to a point 4 feet above the outlet pipe invert, measured at the centerline of the manhole. If the ground water level is above the r" pipe invert, the test level shall be 4 feet above the adjacent ground water level. Ground water level shall be determined by the City's Inspector. 2. The allowable leakage shall not exceed 0.1 gallon/foot diameter/foot of head during a 4 hour test. The manhole may be allowed to remain t saturated to allow absorption into the manhole wall for 4 to 72 hours prior to testing. 3. The Contractor shall repeat the 4 hour exfiltration test after repairs until an acceptable leakage rate is attained. All repairs required shall be at the •, Contractor's expense. d. Infiltration Test .M r City of Lubbock, 98th St. Sewer Main -Phase 2 09000-32 1. Infiltration tests are acceptable only if the connecting conduit is continuously subjected to an external hydrostatic head (ground water level) at least 2 feet above the top of the conduit. Ground water level shall be determined by the procedures set forth in Section 8 of UNI-B-6. 2. All inlet and outlet pipes in the manhole shall be plugged with a watertight device. The volume of water that infiltrates into the manhole during a 4 hour period shall be measured in a manner determined by the City's Inspector. The test shall be conducted after the manhole has been subjected to the maximum ground water level for at least 4 hours to thoroughly saturate the manhole wall. 3. The allowable infiltration shall not exceed 0.1 gallon/foot of diameter/foot of head during a 4 hour test. 4. The Contractor shall repeat the 4 hour infiltration test after repairs until an acceptable leakage rate is attained. All repairs requires shall be at the Contractor's expense. 7. ACCEPTANCE 1. Portions of the work completed may be placed in operation after cleaning, testing and inspection requirements have been fulfilled. Such partial use of partial acceptance shall be subject to approval of City Inspector. 2. Restoration and Clean Up: a. The Contractor shall restore or replace all removed _ or damaged paving, curbing, sidewalks, gutters, sod, shrubbery, fences, irrigation ditches, pipe, or other structures or surfaces to a condition equal to that before the work began and to the satisfaction of _ the Water Utilities Department. When pavement must be replaced and hot -mix asphalt paving is not available, the Contractor shall install cold -mix -- asphalt over the trench and replace it with hot -mix as soon as possible. The construction site shall be left clean and orderly. b. A minimum base course of six inches shall be placed in trench areas prior to either permanent or temporary asphalt placement. The base course material shall conform to the following gradation: City of Lubbock, 98th St. Sewer Main -Phase 2 09000-33 Sieve Designation 1-1/2" 7/8" 1/2" #4 #40 Percent by Weight Passing Lab Sieves 0- 5 8-30 30-55 50-70 70-90 LL shall not exceed 45 PI shall not exceed 15 LS shall not exceed 5 END OF SECTION City of Lubbock, 98th St. Sewer Main -Phase 2 4 09010-1 SECTION 09010 SPECIFICATION FOR MICROTUNNELING AND BORING PART 1 - GENERAL 1.01 SECTION INCLUDES A. Microtunneling and Methods 1.02 MICROTUNNELING A. This specification for microtunneling provides the minimum requirements for the trenchless installation of sanitary sewer pipe. B. For the purpose of this specification, microtunneling is defined as the trenchless installation of pipe by jacking the pipe behind a remotely controlled, steerable, laser -guided, articulating tunnel shield and is construed to be tunneling of non -man sized entry (i.e. 36" internal diameter and smaller). C. Soil Condition: The Contractor shall be solely responsible for determining soil conditions along the pipeline route and shall make such other (. investigations as he deems necessary to determine the soil conditions. Changing soil conditions shall not be construed as unforeseen physical conditions as changing soil conditions, groundwater etc., are considered to be an integral part of the nature of microtunneling construction. The costs of such investigations shall be at the Contractor's expense and will not be i reimbursed by the Owner. D. All OSHA regulations and all requirements of the specific private and r j governmental agencies under whose facilities the pipe is to be installed ` shall apply to these operations. 1.03 WORK UNDER THIS CONTRACT A. The work covered by this section of the specifications consists of all microtunneling required to install pipe. The work shall also include excavation of boring pits, removal, intermediate jacking pits, safety, and disposal of excess materials, and any necessary dewatering or rock excavation. The Contractor shall furnish all materials, equipment, tools, labor, superintendence and incidentals to perform the work as indicated on the drawings and as specified herein. The Contractor shall install microtunneled pipe for LINE A to the lines and grades indicated on the drawings. City of Lubbock, 98th St. Sewer Main -Phase 2 r 09010-2 B. The Contractor shall submit to the Owner's Representative the type of microtunneling system to be utilized for sewer pipe installation, subject to review and approval of the Owner and as herein specified. The -- Contractor must indicate the full satisfaction of the Owner that his chosen method will complete the project in accordance with the ; specifications, applicable safety codes, Project Schedules, and prevent the flow of water or soil into the tunnel, and provide stability of the face under anticipated conditions. All personnel involved in the stability of the face shall be fully trained in the use of the specific equipment proposed for use. _ C. The approved national of pipe shall be centrifugally cast fiberglass pipe (FRP) or vitrified clay pipe for use with microtunneling. 1.04 DESCRIPTION OF METHOD The tunneling shield, which is connected to and followed by the pipe being installed, shall ensure that the soils being excavated through are fully supported at all times (without the use of any ground stabilization, de -watering, or other support techniques). Microtunneling systems have four major components: A. The Tunnel Shield and Cutting Dead The tunnel shields may be driven either electrically or hydraulically. The shield is articulated to enable steering of the system. Steering rams and valves are controlled by a low pressure power pack located in the shield or by other approved means. Line and grade are controlled by a laser beam transmitted from the drive shaft along the centerline of the pipe to a target mounted in the shield. The position of the laser on the target shall be transmitted back to the operator either electrically or by a closed circuit television. The operator shall also have other information including, roll pitch, steering attitude and position of valves (either open or closed). B. The Soil Transport System -- There are two types of soil transport. The Auger System is designed to remove the excavated soil by auger to the jacking shaft, where it is removed by conventional means. This system controls the stability of the face of the excavation to help control the amount of material being removed. City of Lubbock, 98th St. Sewer Main -Phase 2 09010-3 The Slurry System must be able to be matched the excavated soil transportation speed to the excavation rate to achieve a minimum velocity to prevent settlement of solids in the slurry lines and to balance the ground water pressure. This is achieved by using variable speed pumps, pressure control valves and a flow meter. A slurry bypass unit is included in the system to allow the direction of flow to be changed or isolated as necessary. The final stage of the slurry system is the separation equipment that removes the soil from the water. This may be either tanks or lagoons upon approval of the Owner. C. The Jacking System The main jacks are located in the drive shaft and must be able to successfully push the tunneling shield together with a string of connected pipes. The capacity of the jacks and the rate of extension are synchronized with the excavation rate of the shield, which is determined by the particular soil conditions. D. The Controls The control equipment integrates the system of excavation and removal of soil and its simultaneous replacement by a pipe. As each pipe section is jacked forward, the control system synchronizes all of the operational functions to maintain the system in balance in such a way as to provide complete ground support at all times. 1.05 DRIVE AND RECEPTION SHAFTS Jacking and Receiving shafts (pits) shall be constructed as small as practical. However, when the construction requires operations within a street, the "footprint" of the microtunneling operation, including the construction of the jacking and receiving shafts (pits) shall be limited and confined to one (1) traffic lane or one-half of the roadway, whichever is less. The contractor shall furnish and install all pump and related equipment to keep the jacking shaft free of water. The design of the shafts shall ensure safe exit from the driving shaft and entry into the receiving shaft of the tunneling shield and provide sufficient backstop capacity to resist forces developed by the thrust jacks. The distances between the shafts is a function of the pipe size, depth of cover, and soil condition. The microtunneling equipment manufacturer shall be consulted when determining the distances between the shafts. t All jacking shafts and receiving shafts (pits) sizes and configurations shall be specified at the time of the bid. Any subsequent changes to shaft (pit) size or F City of Lubbock, 98th St. Sewer Main -Phase 2 . 09010-4 configuration must be approved in writing by the Owner. Preference in award of contract may be given for the use of small shafts (pits). 1.06 EQUIPMENT SPECIFICATION All microtunneling equipment shall be remotely controlled. No persons shall be directly in tunneling shield. A. The tunnel shield shall be a full faced with the capability of supporting the face both during excavation and during shutdown. The shield shall have the ability to balance the earth/water pressure at the face, either by the use of compressed air or slurry. B. The system shall be laser controlled and monitored by the operator at all times. All functions of the system shall be monitored and transmitted to the remote operations console. The minimum information available to the operator on the consoles shall include rate of advance, length of conduit installed, thrust force, deviation from line and grade, role, inclination and valve positions. C. The jacking system, including any intermediate jacks used, shall be capable of continuously monitoring the jacking pressure, the rate of advancement and the distance jacked. D. When soil conditions dictate, the tunnel shield must be capable of removing cobbles and boulders. The excavation system shall be fully capable of excavating all material that it will encounter. E. The tunnel shield must be articulated and maneuvered by trunion mounted steering jacks or other approved method to enable accurate control of line and grade. F. The equipment shall have the capability of limiting the jacking force applied the pipe/tunnel shield so as not to exceed the maximum compressive loads allowed for the pipe. G. A lubrication system shall be provided that injects an approved lubricant at the rear of the tunneling shield to lower the friction developed on the rear of the tunneling shield to lower the friction developed on the exterior of the pipe during jacking. H. The overcut on the tunneling shield shall not exceed 1" on the radius without approval of the Owner. The annular space created by the overcut shall be filled with the lubricant that is suitable for the soil type encountered. City of Lubbock, 98th St. Sewer Main -Phase 2 , 09010-5 I. The tunneling system must be capable of maintaining line and grade to 1" plus or minus over the distance of the drive. J. All ground water encountered during the excavation of the tunnel must be balanced by the tunneling machine. K. Slurry tunneling systems shall use a minimum volume of water in the slurry system. L. The tunneling shield must be capable of keeping drift and rotation or role to a minimum. M. The manufacturer of the specific equipment to be used on this project shall be specified at the time of the bid. Any subsequent changes with respect to microtunneling equipment manufacturer must be approved in writing by the Owner. 1.07 PIPE SPECIFICATIONS A. General Pipes used for microtunneling are specialized. They must be capable of withstanding all forces imposed upon them during the construction phase as well as the final in -place loading conditions.. All pipe must be able to withstand a compressive loading greater than the jacking load anticipated on this project. The maximum jacking force anticipated on this project is based on a 0.06 tons per square foot of pipe/soil contact area and may be calculated by the following equation: 0.06 x O.D. (in ft.) x longest drive length (in ft.) Pipe that does not have an allowable safe jacking load, with a minimum safety factor of 2.5, of at least the tonnage calculated using the equation above are not acceptable for use on this project. The driving ends of the pipe and intermediate points must be protected against damage. The detailed method proposed to cushion and distribute the jacking force at the joint is subject to approval by the Owner. Any pipe showing signs of failure may be required to be jacked through to the reception shaft and removed. Other methods of pipe repair may be used subject to approval of the Owner. The pipe manufacturer shall be designated at the time of the bid. Any r subsequent change of pipe manufacturer must be approved by the t, City of Lubbock, 98th St. Sewer Main -Phase 2 09010-6 Owner in writing. A record of experience and product information shall be provided by the Contractor at the of the bid. B. NO -DIG Microtunneling Pipe NO -DIG microtunneling pipe shall be the standard of quality for all pipe on this project. NO -DIG pipe shall meet the requirement of ASTM C - 1208, Standard Specification for Vitrified Clay Pipe and Joints for Use In Jacking, Sliplining, and Tunnels, latest revision. NO -DIG vitrified clay microtunneling pipe is manufactured by MAP Industries, Inc. The pipe shall have a minimum compressive strength of 7000 psi. The pipe joint collar shall be manufactured using Series 316 stainless steel or better. C. Reinforced Concrete Pipe Alternate The pipes will be jointed by a Series 316 stainless steel or better collar or joint ring. The joint ring must fully comply with the hydrostatic requirements. The RCP shall conform with ASTM C 76 and C 361 and have a minimum compressive strength of 6000 psi. Pipe joints shall meet the requirements of ASTM C 443 and have plain ends, i.e. not tongue and groove or bell and spigot. The pipe shall not deviate from straight by more than 0.05 inches per linear foot when the maximum offset is measured from the concave side of the pipe. The joints between pipes will be protected by the installation of compression rings to distribute the jacking load evenly. A sheet type polyvinyl chloride liner plate (Amerplate, Ameron T-Lock or equal) shall be installed along the interior surface of the pipe for corrosion protection. D. Glass Fiber Reinforced Thermosetting Resin Pipe (FRP) Alternate FRP pipe shall be centrifugally cast fiberglass reinforced vinyl ester resin manufactured in accordance with the requirements of ASTM D 3262, latest revision. Pipe shall not deviate from straight by more than 0.05 inches per linear foot. Reinforcing glass fiber shall be E - glass filaments with binder and sizing compatible with the resins. Sand shall be minimum 98% silica with a maximum moisture content of 0.2%. 1.08 SUBMITTALS A. Submit for review complete working drawings showing details of the proposed method of construction and the sequence of operations to be performed during construction. Show the method of microtunneling, including the microtunneling system to be used, location of working shafts, including method of excavation, shoring and bracing, and de - watering techniques that are proposed to be used. The following is not City of Lubbock, 98th St. Sewer Main -Phase 2 r 09010-7 r intended to limit, but to provide the minimum of, details which must be included: 1. Manufacturer's literature describing in detail the microtunneling system to be used. Detailed description of projects on which this system has been used, including the names, addresses and telephone numbers of owner's representativefor these projects. 2. Method of muck disposal. 3. Method of controlling ground water. 4. Shaft dimensions, locations, surface construction, profile, depth, method of excavation, and shoring and bracing. 5. Literature describing the microtunneling pipe to be used on this project. The literature shall include allowable safe jacking loads with a safety factor of 2.5. A list of names, addresses and telephone numbers of contacts on successfully completed microtunneling projects shall be provided for verification. B. The Owner will base the review -of submitted details and data with consideration of requirements for the completed work, utilities, and the possibility of unnecessary delays in the execution of the work to be constructed under this and subsequent contracts. Review and acceptance of the Contractor submittals by the Owner shall not be construed in any way as relieving the Contractor of his responsibilities under this contract. 1.09 EXECUTION A. Methods of construction'for the shafts, jacking pits, or other components of the construction shall be such as to ensure the safety of the work, Contractor's employees, the public and adjacent property, whether public or private. All damage to property shall be restored to equal or better condition than prior to construction. B. All shafts and jacking pits shall conform with applicable City of Lubbock Trench Safety Standards and OSHA excavation, trenching, and shoring standards which are contained in the Code of Federal Regulations 29 (CFR) 1926.650 - 1926.653. C. Shafts and jacking pit shall be adequately ventilated. Air monitoring of the shafts or pits shall be conducted on a continuous basis. Threshold limits of the gas concentrations monitored shall be: r City of Lubbock, 98th St. Sewer Main -Phase 2 09010-8 Carbon Monoxide < 0.005% Methane < 0.25% Hydrogen Sulfide < 0.001 % Oxygen < 20.0% D. All works of excavating, shoring and bracing and tunneling shall be so executed that settlement is minimized. E. Before beginning construction at any location, the contractor must adequately protect existing structures, utilities, trees, shrubs and other permanent objects. The repair of or compensation for damage to permanent facilities due negligence for lack of adequate protection on the part of the Contractor will be at no cost to the City. F. The Contractor shall provide surface drainage assuring the period of construction to protect the work and to avoid nuisance to adjoining property and to assure that surface runoff does not enter the entrance or exit shafts. This is important to protect adjacent utilities as well as the microtunneling equipment. G. The Contractor shall conduct his operations in such a fashion that trucks and other equipment does not create a dirt nuisance in the streets. The Contractor shall immediately remove and dispose of any spillage or excess dirt on the roadway. H. Blasting will not be permitted. I. The tunnel machine operator shall be fully trained on other tunneling projects on the use of the machinery on this project. J. The machine shall be operated so as to prevent either surface heave or loss of ground during tunneling and shall be steerable to maintain line and grade within the tolerances specified. This is achieved by continuously monitoring line, level inclination and steering attitude during the operation. When the earth pressure slurry balance system is used, the composition of the slurry must be carefully monitored for specific gravity and viscosity. -' K. The thrust reaction backstop shall be properly designed and constructed. The backstop shall be normal to the proposed pipe alignment. The thrust _ wall shall be designed to support the maximum obtainable jacking pressure developed by the main jacking system. Special care shall be taken when setting the pipe guide rails in the starter shaft to ensure correctness of the alignment, grade, and stability. The shield is not be City of Lubbock, 98th St. Sewer Main -Phase 2 09010-9 r jacked until the concrete thrust block (if selected) and the treated soil zone (if required) in the driving shaft have attained their required strength. rL. The pipe shall be jacked in place without damaging the pipe joints or ' completed pipe section. Any pipe which has been damaged during r installation shall be replaced by the Contractor. M. All excavated material from the tunnel and shaft construction shall be disposed of away from the construction site. No stockpiling of materials on the job -site will be permitted. Material shall be removed at regular intervals not exceeding 48 hours. N. The Contractor shall monitor all ground movements associated with the work and maintain these within permissible tolerances. It is recommended that surface settlement and heave monitoring points may be located along the line of the tunnel. If there is a concern of damage settlement, these should be monitored after completion of the project. The Contractor, if required, shall install instrumentation, take readings, and provide the Owner with copies, all in accordance with the specification. O. White available geotechnical data will be supplied by the Owner, choice of cutting heads and resulting efficiency of the microtunneling operation will be the contractor's responsibility. P. A written record of each drive is to be kept. This record shall include the jacking force and drive length of each individual drive. These records are to be made available to the Owner of his designated representative upon request. Q. The jacking system shall develop a uniform distribution of jacking forces on the end of the pipe. If less than the full jacking surface of the pipe is used, the maximum allowable jacking forces shall be decreased by the proportional amount. The jacking force shall be applied perpendicular to the jacking surface of the pipe. R. The maximum deviation from line and grade shall be one inch (1"). When the excavation is off line or grade return to the plan line/grade at a rate of not more than one inch (1") per twenty-five feet (25'). If the tunnel deviates sufficiently off plan line and/or grade to require a redesign of the sewer or appurtenances, the Contractor shall have the system redesigned at no cost to the Owner. S. The jacking force applied to the pipe shall at no time exceed that allowed by the pipe manufacture with a Safety Factor of 2.5. City of Lubbock, 98th St. Sewer Main -Phase 2 09010-10 T. The Contractor shall confine all phases of operation, including machinery and equipment to the allowable footprint defined above. 1.10 TESTING After the completion of each line segment, before the jacking frame has been removed, each completed drive section shall either be low pressure air tested in accordance with ASTM C 828, latest revision or hydrostatically tested in accordance with ASTM C 1091, latest revision. In addition, all lines may be televised by closed circuit television and a copy of the video tape provided to the Owner. When reinforced concrete pipe is installed, the pipe shall be air tested after it is in its final position, but prior to any grouting, if any, and welding of the plate liner joint strip. 1.11 PAYMENT All work necessary to complete the project, including but not limited to shafts, manholes, de -watering, etc., are considered subsidiary to the bid items. Payment will be made based on the bid items, "line size" Microtunneling, complete and in place. 1.12 BORING A. Tunnel Excavation: Pipelines shall be constructed in tunnels of the type designated on the drawings, in conformity with the requirements which follow. Before starting work on any tunnel, detailed drawings, specifications, and other data covering the liner to be used shall be submitted in accordance with the submittals section. B. Smooth Steel Pipe: Smooth wall casing pipe shall be of welded steel construction and shall be new material with a minimum yield point of 35,000 psi. The pipe shall have a wall thickness of at least 0.5 inch. The casing pipe shall be cleaned and coated both inside and outside with two coats of coal tar paint, Kop-Coat "Bituminous Super Service Black", Valspar "35-J-10 High -Build Bituminous Coating", or Tnemec "46-449 Heavy Duty Black". Coating damage by welding or other means shall be repaired to the satisfaction of the City's Inspector. The conduit shall be installed by jacking into place. Earth displaced by the conduit shall be removed through the interior of the conduit by hand, by auger, or by other acceptable means. Sections of the casing pipe shall be continuously seal welded together to form a continuous conduit capable of resisting all stresses, including jacking stresses. The casing pipe City of Lubbock, 98th St. Sewer Main -Phase 2 09010-11 conduit in its final position shall be straight and true in alignment and grade, as required b the drawings and with all welds between sections of �' q Y g casing pipes sound and completely watertight. There shall be no space Cbetween the earth and the outside of the casing. C. Pipe must have tunnel support rings approved by the pipe manufacturer. D. End Closure: Both ends of each casing conduit shall be closed with common brick and mortar as indicated on the drawings. E. Interruption of Traffic: No interruption of traffic will be permitted at any location where tunnels are required. F. Miscellaneous: The annular void space between the drilled hole and the casing pipe (if more than one inch) shall be pressure -filled with a satisfactory material to prevent settlement of any part to the highway facility over the casing. Nor more than three pilot bores will be permitted. Abandoned pilot bores shall be pressure -filled. Bore pits should be located at least: 30 feet from all freeway main lanes and other high-speed (exceeding 40 mph) highways except as indicated as follows: 16 feet for high-speed highways with current average daily traffic volumes of 750 vehicles per day or less'; 16 feet for ramps, and 10 feet for low -speed (40 mph or less) highways. For urban (curbed) highway cross sections, all borings shall extend beneath travel and parking lanes and extend beyond the back of curb plus: 30 feet from high-speed (greater than 40 mph) facilities; and three feet from low -speed (40 mph or less) facilities, plus any additional width to clear an existing sidewalk. The pits or trenches excavated to facilitate boring and sewer lines installation shall be backfilled to a density approximating that of the adjacent soil immediately after operations have been completed. Nonmetallic sewer line shall be encased in welded steel pipe. The length of encasement shall extend under center medians and from top of backslope for cut sections (or 5 feet beyond the toe of front slope for fill sections, or face of curb) of all roadways including side streets). Cast or ductile iron pipe may not be used without encasement. Where nonmetallic pipe is installed, a durable metal wire shall be concurrently installed or other means shall be provided for detection purposes. F City of Lubbock, 98th St. Sewer Main -Phase 2 Appendix 1 Storm Water Pollution Prevention Plan THIS FORM REPLACES PREVIOUS FORM 25104 (6-22) Form Approved. cm a.sweeee See Reverse for Inatrtutfo" 4orovd Wetlii.r a w»e NPDES A United States Environmental Probe" Agency WashiFORM Notice of Intent (NAI) for Storm WWitw Dbetworges Associew with Indwt�t l EPA- dMty Under a NPDES General Pwmk Submission a ails Nonce of Intent constitutes notice that to party identffled in $*coon if a fact brm 4 "sue 1p bs Sterotfted by III NPDES�pSntS��for stem wafer dtctlew associated with ktdustrW activity In fate Stab Idiend In Seddon III d fact torn, Leo -1- tMMn fate berms and oonditlons of the pear& ALL NECESSARY INFORMATION MUST BE PRFKM EO t�1 �fSAM. I. psi.. SN r"i m 1: You nurst iritkate NPOES Sbmm Water general perm under wIddn you are applyktp for o0verage, Chel* one of #me. Baseline a illasiffine _�•.•.,�r �.�, .. Industrial Construction � (Group Perim) ou It. Focilty Operator Information Nam: lM ,I .0 . H. A. E, L. , E . ,M ,U N P, H, Y, I Phone• 18,0 16 j7 ,6 ,7 12 13 14 I Addrm: 11 16 12 ,5 , rt , 3, , S r T i R I 1E IT I, r i, r,, r i r r r r r r r, I C Itatus appKatpr: C� IL ,U ,B ,B O Stale: C K , , , r r , , , , , , , , , , 1 ST X rip Code: (7 r 9 r I+ r O r 1 i ' r r „ I 1 _ . ; Ill. FadOWSite Location Information Nsffw I9,8, ,S,T,R,E ,E ,T , , StE,W,E,R, ,M,A,I ,N , , 41he boated on 1 NU Landis? (Y or N) El Address: 1-9j, ,S.T.R,E,E,T, A ,N.D, ,S,L.1 D,E, ,RA,A,D, , , , , , LL, U, B , B 10 , C , K , , , , , , , , , , , , , , I State T X 23p Code; l , , r , , ' , , , t I ,� Lawmrde: 31 31310 ' 1 18 I Longitude: 1' 0' 1151 511 , 91 �1er: I__I Section: E 2 1 . , . I Rrnge: �....i.�.J { .;iv. Site Activity Indormation rMS40p@rslorN&me: IC II IT,Y, 0 , F, IL,UIB,B4O,C,K,-,S,T,O R 11 ,W,A,T,E,RI ,M A,N `4 E M E N T Rscelvkng Wabr Body: I P , L ,A ,Y A, , L, A. K, E, , N , 0 , .9 .3 , . . . . . . . I if you a storm water general ppermitn tumber I I SIC or Designated . i Aavity ooddee: Printery S 8 1 2nd: rIs the bdlity required to submit monitoring data? (1, 2, 3, or I) if You Have Another Existing NPDES Permit, Enter Permit Number: 1 N , A . . . . . . . I iV. Additional tnfon in Addindium H of Iv MIN.•Sector P0111 apeo�ies �be'&W In AddendM H in Promd"b fate storm water disdwgee b be covered under tht pemWt or the won of BMP construction to control those storm water dleoharges? (Y or N) Will construction (land die activities) be conducted for storm water cor*ft? (Y or 14) Is applicant subject to and in compliance with a written Or E� a a 'Proiect Start Date: Cornptetion Date: Is the Storm Water Pollution Prevention Plant 1 1 0 t 9 71 IO , 5 j0 1 19 i $I Estimated Area b be 9 • . 3 I in compliance with state andor Local Disturbed (in Acres): l sediment and erosion plans . (Y or N) VI. Certification: The certification statement in Box t applies to all applicants. j The certification statement in Box 2 applies aW to facilities tippfying for the Multi -Sector storm water general permit. F BOX fi AU APPLICANTS: 1 certify under penalty of law that this document and all attachments were r prepared under my direction or supervision t ,n accordance with a system designed to • assure that qualified personnel property gather and evaluate the information submitted. Based on my - - ,try of the person or persons who manage the system, or those persons directly responsible for aathe ng the information. the information subrntted is, to the best of my knowledge and belief, true. accurate, and complete . am aware that there are significant penalties for sutxrntt,ng false information, including the possibility of fine and imprisonment for knowing violations BOX 2 1 MULTI-SECT')R STORM WATER GENERAL PERMIT APPLICANTS ONLY: I certify under penalty of lax that I have read and understand the Part I.B. eligibility requirements for coverage under the Multi -Sector storm water general permit, including those requirements relating to the protection of species identified in Addendum H. To the test of my knowledge. the discharges covered under this permit, and construction of BMPs to control storm water run-off, are not likely to and will not likely adversely affect any species identified ,n i Addendum H of the Multi -Sector storm water general permit or are otherwise eligible for coverage due to previous authorization under the Endangered Spepes Act. To the best of my knowledge. I further certify that such discharges, and construction of SMPs to control storm water run )tf, do n^! have an effect on properties listed or eligible for listing on the National Register of His.or,c Pla;.es under the National Historic Preservation Act, or are otherwise eligioe for coverage due to a previous agreement under the National Historic Preservation Act. I understand that continued coverage under the Multi -Sector general permit is contingent upon maVa.n.ng eligibility as :10v.ded for in Fan 18 Prini Name: 1 M I. C H —A-E J._ E M V R P YP. E.. C I TY OF LUBBOCK CH 1 EF• ENG I NEE&te t 8_ ` 1, 2 1 97 NSbfrtc*wu • EPA Fart- 3S104 Meade Of intent (11011 Far ftwi m WOW Ordtrin Am od l d Wbfl b "Villl Aalelty To So Correll U ' a 1IlOES fiWWW lrmllt Who Matt t% A Mada Of knelt (NOB Fret Felt law at 40 CFR Part 122 Pffofdliks out amce - -- -es of stall water emaciated with indueaal activity to a wets body(isltl of One U.S. wieltolrt a National Pd t&fl Oladtanle Eimineelrt st►fXafef OfP0E51 Ptatttt. The aPlfarer el an afduwal SCO*V chat hall afadt a Item+ w@UK siaehefpe Brat Submit a "Of to ebtan eowspa utdr a NPOES Stone Water 0errtnfl PsrwdL N you !tune a eSws about ashether you need a Pomp under V a WMS storm Water popla,r. or d you need 0 Lim letiort a. Is ethether a ParOn/ar Preprint fe admatisorM by EPA or a am cep cV tllePfteee r write to the Noon of trxart /taoeSeinp Carter al (7031 931.3230. Wee- TO Fi no Faww Wb must be sore to the following address: Storm Water Notices of bntrt I42031 401 M Street. S.W. floor 2104 Not If Mali WaMtnpton. OC 20460 12021 260.9"1 • • Tits te' 01 ' natwr aftotld be umd Ss the nttPior g number tWeapreae deivres. The tala9 1 nanbar It Opt NOOcI of blot Ptopaeeatp Contr ie (7031931.3230. Cernpl.tbtp The Fewm You wrest IM Or Plhlt, U01111 uPPW-c a letter n the appropriate areas only. Pfeaee Place each cheroctal between On meta. Abbreviate d nommy to stay within this lrunber of Cherattars a -Orwell for Soft item Use one spin for braou between words. but not far Punctuation -Salta unless their are needed to denty, you nuponse. N you hart any Vasotiom on the fret, CBS the Notice of Intent fkoceoenp Canter at 17031 931.3230. $scam 1 PON* Sitter You ~ ettlinta the iWOES storm whir garteral pit under whim you ne applying for awape. Check ere boa erdy. The @=elm Ihd atrld /rd fiaseare Censtnaction pet K were tinted in UPIsmlbr 1992. The Mufti -Sector Parma became effective October 1. 1 "S. sodas ■ Pocky Op P killiv ntaian Prevfds the bW name of Ota peraor% firth, famc rvrMatiOrn, or any ether antity Oct Operates go facety or sin devoted In Ore appfcetlm. The mane of ter eI Per way Or way, not be ate sear as to name of the betty. no wepoeta- - pert' r the fepal Sunnily that I I 1 11e 00110CR f's Is li 1 r800 Olen to pleat or of mmrmNr. Do not uses a cosoqued name. Enter the complete adlbess and Ielev+mre number of its operator. The will be the address to which EPA will send a-espordomm related to tie 111101. Enter tie appropriate letter to urdicas0 the legal Status Of ter operator of the facility F - Federal: S . State: M - %106c w than federal or states: P - Private. Section ■ FScetyJehe Laeallm bdormisdon Enter ter facility's or she's official or legal name and Cal to street address. nceadng city. sues. and 21P code. N not pro des a P.O. Boa number as the street address. r apeyfrme ter a saSelar PerIR old t'•e tocety of we lads a street addrese. educate the stna and OVW ter letmude end temperate of the fwAty to the towast 1 S seconds a_ the hiand quarter, section. township. arange Ito tha neatast quarter sectront of tee approsenals Carter of the safe. If applying to der MIIIfSecto► ►atmrt inflate this col street address rd amhier to laalnrde and longftuds of der tacky to this nearest 1S Seconds or OW auareer. Section. to. taI . and range Its ale nearest quarter soetlonl of tha pprosnrets center of to site. At appWan•s must indicate whether the ISCity is located on Indian rands. Section IV Sfb Activity bmfomsedm it the storm water discharges to a municipal 5e04118te storm sewer system IMS41. enter tie name of the operator of the MSt W.I. mturcpaMty name, county namnel and try recent, water of toy discharge from the MSa IA MSt is deigned as a conveyamc rf1 system Of Conveyances l.ncludumg loads with drainage systems. rur%Cl" streets. catch bases. garbs. nutters. ditches manmade chanryts. or stomp grans► tnat is owners •r operated by a state. city town. brougn, county. 0ansh. district. association or Omer public body which .s designed of used for cotecling r con.ov.np storm water m If the facility discharges Storm water directly to rece,rrg watrr.t. erMr the name 70 ••� •ece.vng waterlsl 'I r7u are i Lap of a co•per..,dnee at•o a sr 2— w Nor, ;r.-. i. . •�,r•rr. -.m{ .. ,. ssued enler t^at .%.n•t!er .n !ne space y1v .S+9 'r,dica!* toy n•Gr'rt Or .•g status :! IT,a lac'.. -e'er .•✓ ...rut • •r r•i`rn•l• .. --•err. .• rp .^.t, re.r,...f .. i'+ `w •. _.. �• t• •� _ .. « .. 3 - Subject to mommip ralluni stand but f1� WMANd to aai" dad. t . Subject to wmrilerinp feglraatltelte but aMtfietbap Cart/leedet ter Inortitorrtp ! e:ctutrort. 1 UN. in weoartarrtI aerie .f ailrfaformce. up Is ewe s•fpit owlwd btabst" fir+ (SIA Ceder diet bast ducrp f7ta; I do A Fra*j= of G@ftfta Pfeta6A. at tie facoy or 0", - A tit 9eCtiem of tits application. N you we am$ I for aowsoa ante the CaeatfCtiert Oafral Pemtt atteer'CO' tw1+kJI taPraaette Si C0dtl "- 1600• t7991. -s.,.• Fre+dtatAd aetivses datinNn4OCM122.26i Ilglfif.(q!fatInmantwee=Cdase Mat aoMM* deepw tie PrirtCO PfOduets Produced or sefyim peeinbA ue Os toioeramg 2-dwaeter Codes. N2 - Narsws weate aestutsrt. Storage, or deposal tatftlee. i+Ci & Oman till are aPllratirtg fade btarbn Mane r e pal candle atbtSi C of ACPA Ito CFA 122.26 INI1411MI: LF - estdfi, land w0kation after. and epee turps that receive r Iwo facgired any buko& d eraeI neang Otoao Oat are e!,APM to togaaabort under Subtitle 0 of AMA 140 CFR 122.26 6f(Ii4l(M(; SE • Stearft SI r tic poL L a n i erstbtg faCafdaa, btetdrtg and h& W& oats 140CPA 122.26 IN110(rill. TW TnStWdW warts tieetamg d0-retiC sews" of any, letter "Wage stripe or wroetewhter abetment thrice Of oys&r. uad in an storage, treatment. sf1!claf0. rd wcla _ w mvricoS' or ooneatic ase Ito CFA 122.26 (b1(14f(ixjj: or. CO - . C*Vbuction aadv0so Ito CFR 122.261bN i tl(a11. M thyme is allot Six !FOES Peru Pnoerttly fsrsd for the tacky or site feted n Section ^ M. enter the pefmut tuatwr. N an application for the 1a117ty has been subrmad but no vermin ter 160 her been eeei, :L ante the application number. Fscftm 0011 far cev@nW ante due Mulb-Sector storm waxer petral permit -rat arerw tha feet area glaeti U in Section fV. ROW to Adderdmun N of ter tA/ti-Soctor 9r+rfy pet put for a Set of spec as that ate Odlm proposed of listed as threatared at errfanpred. 'saAP•-rare 'Bast aaatmapemtent PractunS' etme[ are used to touted storm .. water d'ifter9n. lrrfnto whether any corsauctlon wi be asn`reted to aetall or develop storm water mnoff controls. Sudan V Adastiaral brrmselen Aogluimd fen Conwnroden Anthleler Or* Corinactmn aetnxae must Complete Section V in addition to Sectors I tiro; .. rV Only construction actiyernee d ed to complete Section V. Emr tie groped start data and the" inurod completion Ante for the entire davebpnery 0 tn. f,ovde an astchata Of fit@ total number of writs of the site, on which sod w.a•be disturbed bound to the nearest steel. Indicate whether the storm water pollution prevention plan for the site is in comokance w.rh approved State andfor local sedrmerr and arosdn plane, permits. Of storm water " management plans. Secthdn Vl Corafkadon i Federal statutes provide lot severe Penal 09 lot SUbmttng false information on Itvs a0ptcatl0n form. Federal MgUlatpns teptane this app+icatdn r•n he Signed as follows ":Of a COW"810"n by a tOSCOnt.ble Cr00rate Officer. which tw.ania' lil presider secretary. tteasurer. or ate -president of toy corporation in charge of a principal business (ninCtrom or any otter person wed Worms Similar polity or decisdo mating lunctans. Of 101 ate manager of one or more marxdactvrng, production. or rlperatnp facilities employing more then 250 persons or having gross annust sales or eaperimums •aceedrq 02S million in sacoryp,etr 19SO doami, it authority to sign documents has been assigned or delegated catty manager in aCCordams: with corporate procedures. TOr a pamretsmO of soft OrConefonA40. by a general wrwr or the proprietor. of ..r for a mmunCOa/•err. start. Ftdefar, or Onfier Public f*Cd t y by !.,felt a prirmcroat eretutwe 4 titt.C- or ranting elected 7thC.0 P%Wrwott medaetron Act Notice �.r;.e •econrg tug`q, •fir t`f arui•.a •nn feun,an�n !o .-:rage 0 S P, per ` m:c•, N.: r •-r.•.o rp • r.t ..r .r....•..q . ,u•.:n n s fea..r,rq rent rep 4a» sources �a" ••• ••� 1' .I •-a,r•. a.r.r� .. ;fiats r!•l�e i tru :r•0tt nq an.1 •r'.•rw.ng Ire c'I.kct.or r .... n•. r• �ersO .v,,.r..•f '-Jai -1.9 t►I M.fden i.4l antte ant mete afp!ct )I'rp " '� ��•'.n r•i�r' a' � i f'r i7en•.U'.S i7r mcr-.r7 !nn • ref+ rC!uOn m . 'i a CITY OF LUBBOCK WATER UTILITIES ENGINEERING LUBBOCK COUNTY, TEXAS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE CONSTRUCTION OF 98TH STREET SEWER MAIN FROM SLIDE ROAD TO IOLA AVENUE f� I { 71 CONTENTS Section Page I. SITE DATA.................................................................................................................................................................... 1 A. Project Name..................................................................................................................................................... 1 B. Project Location................................................................................................................................................. 1 C. Project Operator(s)............................................................................................................................................. 1 D. Nature of Anticipated Construction Activities................................................................................................... 1 E. Sequence of Anticipated Construction Activities.............................................................................................. 1 F. Site Area and Projected Disturbed Area............................................................................................................ 2 G. Soil Data and Storm Water Runoff Coefficient................................................................................................. 2 H. SWPPP Site Plan ................................................................................................................................................4 I. Receiving Water Information............................................................................................................................ 5 II. CONTROLS....................................................................................................................................................................6 A. Erosion and Sediment Controls......................................................................................................................... 6 B. Storm Water Management................................................................................................................................. 7 C. Waste Collection and Disposal.......................................................................................................................... 7 D. State and/or Local Plan Approvals.................................................................................................................... 7 III. MAINTENANCE AND INSPECTIONS........................................................................................................................7 A. Maintenance.......................................................................................................................................................7 B. Inspections.......................................................................................................................................................... 8 IV. NON -STORM WATER DISCHARGES ......................................... :.............................................................................. 9 A. Anticipated Sources of Non -Storm Water......................................................................................................... 9 B. Pollution Prevention Measures.......................................................................................................................... 9 V. CERTIFICATION STATEMENTS................................................................................................................................ 9 A. Signatory Requirements..................................................................................................................................... 9 B. Contractor's and Subcontractor's Certification.................................................................................................. 9 Appendix A: Federal Register Notice September 9, 1992 NPDES General Permit Appendix B: Notice of Intent/Termination Forms Appendix C: Certification Statement Forms Appendix D: Inspection Reports Appendix E: SWPPP Addenda SW-i t_, SWPPP FOR CONSTRUCTION OF SEWER MAIN ON 987" STREET FROM SLIDE ROAD TO IOLA AVENUE ` LUBBOCK, TEXAS I. SITE DATA A. Project Name: Base Bid — Constructon of 98th Street Sewer Main from Slide Road to Frankford Avenue Alternate Bid — Continuation of Base Bid Sewer Main Extension On Per Linear Foot Length. ,., Base Bid — Along 98`h Street 25 feet south of the common section line on Sections 25 Block E2 & Section 21, Block AK, Lubbock County Approximate Latitude 33°30'18" N. Approximate Longitude 101°55'19" W. Alternate Bid - Along 98 b Street 25 feet south of the common section line on Section 21, Block AK, Lubbock County Approximate Latitude 33°30'18" N. Approximate Longitude 101°56'22" W. C. Project erator(s): 1. Owner: Michael E. Murphy, P.E. City of Lubbock 1625 13th Street, Room 107 Lubbock, TX 79401 (806)767-2342 2. Contractor: To be determined. D. Nature of Anticipated Construction Activities: The project involves excavation of a trench for the installation of a deep sewer line, and storage and removal of excavated material along 98* Street. Work to be performed by independent contractors under contract with the Owner includes the construction of municipal earthwork, paving and drainage improvements. Most of the sites for this project will be disturbed including the 50 feet strip working easement. E. Sequence of Anticipated Construction Activities: It is anticipated that construction can happen immediately. The construction limits for the Base Bid is less than 10 acres. The construction limits for Proposal B is less than 5 acres. It is projected that the entire area within the construction limits will be disturbed during the course of construction of the referenced installation. The areas to be disturbed are under one ownership with all development to be constructed concurrently by one general contractor. F SW-1 G. Soil Data and Storm Water Runoff Coefficient: BASE BID The site is currently street right-of-way. It is primarily undeveloped area abutting the street and primarily used for farming. Data taken from Soil Survey of Lubbock County, Texas, USDA Soil Conservation Service, April 1979, describes general soil properties expected for the project site. Soils on site are classified as Estacado Clay Loam, Amarillo fine sandy loams, Acuff loam, or Olton clay loam. Estacado clay loam is described as deep, gently slopping soil is on uplands adjacent to playas. It occurs as narrow, long, elliptical areas that range from 10 to 100 acres. For the 0-1% slopes: The surface is friable, moderately alkaline, brown clay loam about 16 inches thick. From 16 to 26 inches is friable, moderately alkaline, brown clay loam that has a few concretion of calcium carbonate. From 26 to 40 inches is friable, moderately alkaline, light brown clay loam that has many soft masses and concretions of calcium carbonate. From 40 to 66 inches is friable, moderately alkaline, reddish yellow clay loam that also has many soft masses and concretions of calcium carbonate. This soil is well drained. Surface runoff is slow. Permeability is moderate, and available water capacity is high. Tilth is good. The root zone is easily penetrated by roots. The hazards of water erosion is slight The hazard of soil blowing is moderate. This soil has only medium potential for native range plants. Low rainfall limits production. Native range plants are mainly short grasses, which produce a medium amount of forage. The potential is medium for wildlife habitat. This soil has medium potential for most urban use. It is corrosive to uncoated steel, low strength, and the clayey surface layer are the limiting features, but these limitations can be easily overcome by good design and careful installation. For the 1-3% slopes: The surface is friable, moderately alkaline, brown clay loam about 14 inches thick. From 14 to 20 inches is friable, moderately alkaline, yellowish red clay loam that is about 10 percent by volume soft masses of calcium carbonate. From 34 to 80 inches is friable, moderately alkaline, reddish yellow clay loam that is about 35 percent by volume calcium carbonate in the upper 26 inches and 10 percent below. This soil is well drained. Surface runoff is medium, and permeability is moderate. Available water capacity is high. The root zone is deep and is easily penetrated by plant roots. The hazards of water erosion and soil blowing are moderate. This soil has only medium potential for native range plants. Short and mid grasses produce moderate yields during favorable years. The potential is medium for wildlife habitat. This soil has medium potential for most urban use. It is contusive to uncoated steel, low strength, and the surface is too clayey. Acuff loam is described as deep, nearly level and occurs as irregularly shaped areas that range from 10 to more than 1,000 acres. The surface layer is friable, neutral, brown loam about 12 inches thick. From 12 to 28 inches is friable, reddish brown sandy clay loam that is mildly alkaline in the upper part and moderately alkaline below. From 28 to 38 inches is friable, moderately alkaline, yellowish red sandy clay loam. From 38 to 58 inches is friable, moderately alkaline, pink sandy clay loam that is about 40 percent by volume calcium carbonate. From 58 to 80 inches is friable, moderately alkaline, reddish yellow sandy clay loam that is about 15 percent by volume calcium carbonate. o.. SW-2 k, The soil is well drained. Surface runoff is slow. Permeability is moderate, and available water capacity is high. The soil has good tilth and can be worked throughout a wide range of moisture content. The root zone is deep and is easily penetrated by plant roots. The hazards of water erosion and soil blowing are slight. This soil has only medium potential for native range plants because of low available moisture during the growing season. Native range plants are mainly short grasses, which produce a medium amount of forage. The potential is medium for wildlife habitat. This soil has high potential for most urban and recreational use. It is corrosive to uncoated steel and has low strength, but these limitations can be easily overcome by good design and careful installation. Amarillo fine sandy loam is deep, gently sloping soil and occurs as irregularly shaped areas that range from 10 to 200 acres. Local shifting of soil by wind is evident in some places. The surface layer is friable, neutral to mildly alkaline, reddish brown fine sandy loam about 10"-14" thick. For the 0-1% slopes: From 14-46 inches is friable, reddish brown sandy clay loam that is mildly alkaline in the upper 10 inches and moderately alkaline in the lower 22 inches. From 46 to 80 inches in friable, moderately alkaline, pink sandy clay loam. The upper part of this layer is about 30 percent by volume soft masses and weakly cemented concretions of calcium carbonate. This soil is well drained, surface runoff is slow, permeability is moderate and available water capacity is high. The root zone is deep and is easily penetrated by plant roots. The hazard of water, erosion is slight and hazard of soil blowing is moderate. The potential is high for native range plants. Yields of short and mid grasses are good during favorable years. The potential is medium for wildlife habitat. This soil has high potential for most urban use. Low strength for streets and roads and seepage from sewage lagoons are the most restrictive features. The potential is high for recreational use. For the 1-3% slopes: From 10 to 32 inches is friable, reddish brown sandy clay loam that is mildly alkaline in the upper 8 inches and moderately alkaline in the lower 14 inches. From 32 to 40 inches is friable, moderately alkaline, yellowish red sandy clay loam. Between 40 and 47 inches is friable, moderately alkaline, reddish yellow sandy clay that is about 30 percent by volume soft masses and weakly cemented concretions of calcium carbonate. From 47 to 80 inches is friable, moderately alkaline, reddish yellow sandy clay loam that is about 20 percent by volume calcium carbonate. This soil is well drained, surface runoff is medium, permeability is moderate and available water capacity is high. The root zone is deep and is easily penetrated by plant roots. The hazards of water erosion and soil blowing are moderate. The potential is high for native range plants. Low rainfall is the most limiting factor. The potential is medium for wildlife habitat. This soil has high potential for most urban use. Low strength and seepage are the most restrictive features. The potential is high for recreational use. Slope restricts the use of some areas as playgrounds. Olton clay loam is deep nearly level soil on uplands and occurs as irregularly shaped areas that range from 10 to several hundred acres. The 10 inch surface layer is friable, mildly alkaline brown clay loam. From 10 to 18 inches is firm, mildly alkaline, brown clay loam. From 18 to 30 inches is fum, moderately alkaline, reddish brown clay loam. From 30 to 42 inches is firm, moderately alkaline, reddish brown clay loam that has a few visible films and threads of calcium carbonate. From 42 to 80 inches is friable, moderately alkaline clay loam that is pink in the upper 18 inches and yellowish red in the lower 20 inches. t. F SW-3 This soil is well drained, surface runoff is very slow, permeability is moderately slow and available water capacity is high. The root zone is deep, but the dense nature of the lower layers tends to impede the movement of air, water and roots through the soil. The hazards of water erosion and soil blowing are slight. The potential is medium for native range plants. Low rainfall produces moderate yields of short and mid grasses during favorable years. The potential is medium for wildlife habitat. The potential is medium for most urban and recreational use. This soil is corrosive to uncoated steel. It shrinks and swells as the moisture content changes, and it is too clayey, has low strength, and has slow water percolation. Structures should be designed well enough to withstand the adverse effects of these problems. ALTERNATE BID The site is currently street right-of-way. It is primarily undeveloped area abutting the street and primarily used for farming. Data taken from Soil Survey of Lubbock County, Texas, USDA Soil Conservation Service, April 1979, describes general soil properties expected for the project site. Soils on site are classified as Olton Clay loams. Olton clay loam is deep nearly level soil on uplands and occurs as irregularly shaped areas that range from 10 to several hundred acres. The 10 inch surface layer is friable, mildly alkaline brown clay loam. From 10 to 18 inches is firm, mildly alkaline, brown clay loam. From 18 to 30 inches is firm, moderately alkaline, reddish brown clay loam. From 30 to 42 inches is firm, moderately alkaline, reddish brown clay loam that has a few visible films and threads of calcium carbonate. From 42 to 80 inches is friable, moderately alkaline clay loam that is pink in the upper 18 inches and yellowish red in the lower 20 inches. This soil is well drained, surface runoff is very slow, permeability is moderately slow and available water capacity is high. The root zone is deep, but the dense nature of the lower layers tends to impede the movement of air, water and roots through the soil. The hazards of water erosion and soil blowing are slight. The potential is medium for native range plants. Low rainfall produces moderate yields of short and mid grasses during favorable years. The potential is medium for wildlife habitat. The potential is medium for most urban and recreational use. This soil is corrosive to uncoated steel. It shrinks and swells as the moisture content changes, and it is too clayey, has low strength, and has slow water percolation. Structures should be designed well enough to withstand the adverse effects of these problems. As discussed previously, after the construction and installation of the deep sewer line, the disturbed ground will be returned to its original condition. The coefficient for land parcel in Base Bid is 79 and for the Alternate Bid is 83. H. SWPPP Site Plan: The SWPPP Site Plan is included in the construction plans as Sheet 8 herein. The plan indicates SWPPP features including proposed grading/drainage patterns, structural and non-structural controls, stabilization areas and locations where storm water will be discharged from the site. I. Receiving Water Information: Storm water discharged from the site will be collected and conveyed via "channelization" in ditches of city streets right-of-way. All of the storm flow associated with Base Bid and Alternate Bid will be released into Playa Lake 93 which is located directly south of the east end of this proposal. No wetland areas exist at the site of proposed construction. SW-4 II. ICIO-NIROLS A. Erosion and Sediment Controls: Primary means for controlling erosion and sediment transport during project construction are indicated on the SWPPP Site Plan. a. Ultimately, a municipal thoroughfare street will be constructed on the sites. At that time the area unused for street and drainage improvements will be developed as parkway. b. It is not anticipated that there will be any periods of no construction activity exceeding 21 days from the time utility construction is begun through final stabilization. If unforeseen delays occur which exceed 21 days, stabilization methods will be instituted within 14 days. C. Stabilized construction vehicle ingress -egress and staging areas will be provided as indicated on the SWPPP Site Plan. To the extent practicable, construction employees will be directed to park their personal vehicles on side -streets adjacent to the project to help prevent tracking of sediments off -site, particularly during wet periods. Contractor -operators will be required to clean up any significant amounts of mud tracked off -site onto adjacent streets on an as -needed basis. Additionally, it is expected that normal City of Lubbock street cleaning operations will continue to be implemented according to the City's schedule for same. d. Final stabilization will include development of grasses and other vegetation along the rights - of -way. a. The subject property is situated topographically such that it is guaranteed for off -site overland flows to enter the site, especially on the north sides of the project and from the west end of Base Bid and Alternate Bid. The flow entering the sites will be directed along the length of the projects to the points where the flow is released into or toward a playa. The prevailing slope for Base Bid and Alternate Bid is toward the east. Base Bid is bounded on the north by fully developed residential areas and bounded on the south by an agricultural area under cultivation. Alternate Bid is bounded on the north and south by an agricultural area under cultivation. b. After the ingress -egress areas have been stabilized, For both proposals small check dams shall be provided at appropriate intervals in the ditches to aid in trapping sediments. The outlets of the ditches shall be controlled by staked silt fencing and also by hay bale or sand bag barricades at the point of discharge. Additionally, sand bag and/or hay bales barricades will be utilized at all intersections or any other points of concentrated flows, as necessary. These barricades, bales and fencing will be removed when the street construction has been completed and immediately after final stabilization of the site. C. Excess earth spoil will be temporarily stockpiled at the locations indicated on the plans prior to being either incorporated into the project or properly disposed of by the contractor. d. There are no storm sewer inlets or trees on these sites. e. The NPDES General Permit requires provision of a temporary sediment basin providing 3,600 cubic feet of storage per acre drained for common drainage locations serving 10 or more 7 SW-5 disturbed acres at one time, "where attainable". Due to the nature of this project (relatively narrow tracts for both street rights -of -way and Proposal A being under 10 acres), it would not be feasible to construct basins of this size on -site. Additionally, access to adjacent property down gradient for purposes of constructing large sediment basins is not available. For these reasons, minimum structural controls incorporating silt fencing and smaller sedimentation controls are proposed as indicated on the SWPPP Site Plan. All structural controls proposed are temporary and will be removed after site stabilization. I: •sie - u-��� u � Storm water management during construction will be accomplished through implementation of the erosion and sedimentation controls previously detailed and as indicated on the SWPPP Site Plan. 2. As discussed previously, final use of the property will be as municipal thoroughfare streets. Per normal practice in the area, it is expected that parkway areas will eventually be seeded with native grasses and other landscape plantings as moisture conditions allow. C. Waste Collection and Disposal: All solid and liquid waste materials generated on -site will be collected, temporarily stored, and finally disposed of as necessary to comply with all applicable laws and regulations. No waste materials will be buried or otherwise disposed of on -site. Burning of waste materials on -site is prohibited. D. State and/or Local Plan Approvals: At the time of preparation of this SWPPP, there are no known existing state or local plan preparation or approval requirements for erosion and sediment control. u CUM50 OINT.TZ41 vie) Maintenance and repair of all erosion, sedimentation and stabilization methods identified in the SWPPP or its amendments shall be performed in a timely manner on an as -needed basis. All controls shall be kept in good operating condition to assure their effective implementation. The site operator(s) responsible for implementation of specific measures shall also be responsible for their maintenance and repair. B. Inspections: The site operator(s) responsible for implementation and maintenance of specific measures shall provide a qualified person or persons to perform regular inspections of the measures and to complete appropriate inspection reports. 2. Inspections shall be performed on the following: a. Disturbed areas and storage areas exposed to precipitation shall be checked for evidence of and the possibility for discharge of pollutants. b. Erosion and sediment control measures identified in the SWPPP and its amendments shall be checked to assure they are performing the intended function. C. Storm water discharge locations shall be checked to determine if erosion control measures implemented are effective in the prevention of significant impacts upon the receiving waters identified in the SWPPP. SW-6 d. Vehicle ingress -egress areas shall be checked to determine if off -site tracking of sediment is being effectively controlled. 3. Inspections will be performed at least once every seven (7) calendar days and within twenty-four (24) hours after a rain event totaling one-half inch (0.5") or more. However, for portions of the site which have been finally stabilized or during seasonal dry periods, these inspections may be performed at least once each month. 4. If warranted based on inspection reports identifying specific needs, the site description information and the pollution prevention practices specified in the SWPPP shall be revised as appropriate. In no instance shall the required revisions be implemented later than seven (7) calendar days beyond the date of the inspection. 5. Inspection reports shall be made for each inspection performed and shall be retained as part of the SWPPP for a minimum period of three (3) years following the date of final stabilization of the site. Inspection reports shall contain the following information: a. Summary of scope of the inspection t b. Name(s) and qualifications of person(s) performing the inspection C. Date(s) of the inspection d. Major observations with respect to the implementation of the various measures detailed in the SWPPP and its amendments e. Actions taken in accordance with Item 4 above 6. Where an inspection report does not identify any incidents of non-compliance, the report shall contain a certification that the facility is in compliance with the SWPPP and the published NPDES General Permit for Storm Water Discharges From Construction Activities that are classified as "Associated With Industrial Activity." 7. All inspection reports shall be signed in accordance with requirements of the referenced General Permit including certification provisions therein. IV. NON WATER DISCHARGES -STORM A. Anticipated Sources of Non -Storm Water: 1. Fire hydrant and potable water line flushings 2. Water used for soil or base conditioning 3. Water used for vehicle washing or dust control 4. Water used for trench backfill consolidation 5. Pavement washwater (non -detergent) where spills of toxic or hazardous materials have not occurred (or have been completely removed). F11 SW-7 All vehicles on -site will be monitored for leaks. Concrete trucks will be required to discharge surplus concrete or drum wash at a single designated spot. These waste materials will be removed from the site at least once per week during dry periods and more often during expected wet periods. These materials will be legally disposed of off -site. Alternatively, concrete trucks will not be allowed to discharge waste materials on -site. 3. All products kept on -site will be stored in their original containers with manufacturer's labels intact. Material safety data sheets (MSDS) will be kept if applicable. All products will be used according to manufacturer's instructions, and all spills will be cleaned up immediately. Containers shall not be exposed to precipitation. 4. Final disposal of all excess product and product containers shall be accomplished according to the manufacturer's instructions and in accordance with all applicable rules, regulations, and laws. V. CERTIFICATION STATEMENTS A. Signatory Requirements: Any person required to sign documents necessary under paragraph VI.G of the General Permit shall make the certification stated in paragraph VI.G.2.d of the General Permit. All contractors and subcontractors identified in the SWPPP or its amendments shall sign a copy of the certification statement shown in paragraph IV.E.2 of the General Permit before conducting any professional service identified in the SWPPP. This certification must include the name and title of the person providing the signature; the name, address and telephone number of the contracting firm; location and identifying description of the site; and the date of the certification. SW-8 STORM WATER POLLUTION PREVENTION PLAN CERTIFICATION I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signature Typed or printed name Title Company Date signed INSPECTOR CERTIFICATION I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signature Typed or printed name Company Date signed Title a CONTRACTOR'S AND SUBCONTRACTOR'S CERTIFICATION Project: Base Bid - Installation of 36" deep sewer main along 98th Street from Slide Road to Frankford Avenue. Alternate Bid - Installation of 36" deep sewer main along 98th Street from Frankford Avenue to Ioala Avenue. Location: Base Bid Latitude: 33°30'18" N. Longitude: 101°55'19" W. Alternate Bid Latitude: 33°30'18" N. Longitude: 101°56'22" W. Certification: I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site identified as part of this certification. Signature and Title Company Name Address Company Telephone Number SWPPP INSPECTION AND MAINTENANCE REPORT Project: D=: Inspector: Name Company If no incidents of non-compliance are identified in the Inspection Report, then the following certification shall be made: I certify that on this date and as a result of an inspection(s) made by me or under my supervision that the named project is in compliance with the SWPPP for the project and with provisions of the published NPDES General Permit for Storm Water Discharges From Construction Activities. Signature Company Date Appendix A Federal Register Notice September 9, 1992 NPDES General Permit a Wednesday September 9.1992 Construction Permit Language Part II Environmental Protection Agency Final NPDES General Permits For Storm Water Discharges From Construction Sites; Permit language Federal Register / Vol. 57. No. 175 / Wednesday. September 9. 1992 / Notices 41209 Appendbt g—NPDES General Psn"its for storm Water Dlsdtarpes From Construe -NA n AetlAU" That Are Clio- a des ~Assodated W1211 IrrdttstrW A~ Authorisation to Discharger Under the National Pollutant Discharge Elimination System (Permit No. NHIncowin In compliance with the provisions of the Clean Water Act. as amended (33 US.C. jzsi et seq.: the Act). except as Provided in Part LB-3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity". for Indian Tribes located in the State of New Hampshire are authorized to discharge in with the conditions and requirements set forth herein. A 41210 Federal Register / Vol_ 57. No. lift / Wt•cinrstl.ty. Scph-tidwr 9. llNl: / Notices ( )pieratorx iif storm water discharges A fri mi i.nn-lnaiA mei acltvitt,-% withm the N X#givral permit aria whip intend to be S authorized by these liermils musl submit )I', .t Niitice of Intent tit ai.cnrtl.n ce with Part 11 of this permit. operators of storm th water discharges assotaated with ll industrial activity who fail to submit a P Notice. of Intent in accordance with Part V 11 of this permit :are not authorized under fr this general permit. cl This permit shall become effective on a September 9. 1992. t This permit and the authorization to a discharge shall expire at midnight. September 9. 1997. s Signed and issued this 2eth day of August. f 1992. Ronald Manfredonia. g Acting Director. Water Management Division. This signature is for the permit conditions in Parts 1 through IX and for any additional conditions in Pan X which apply to facilities with stormwater discharges. for Indian Tribes i located in the State of New Hampshire. Authorization to Discharge Under the National Pollutant Discharge Elimination System (Permit No. MER100001F1 In compliance with the provisions of the Clean Water Act, as amended. 133 U.S.C.1251 et seq.: the Act), except as provided in Part 1.B.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity% for Indian Tribes located in the State of New Hampshire, are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part It of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part 11 of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this 28th day of August. 1992. Ronald Stanfredonia. Actiny Director. Water manoyenient Division. This signature is for the permit conditions in Pans l through IX and for any additional conditions in Part X which apply to facilities with stormwater discharges. for Indian Tribes located in the. State ofMaine. uthorization to Uisch.arge. Under that ational Pollutant Discharge Elimination ystern •rmui `., t/ tltliiiwat IF1 In compliance- with the provisions of e Clean W.iter Act. is amended. lea S.C. l'_51 et. sell: the Act). except as ruvided in Part L©.J of this permit. peraturs of storm water discharges um construction activities that are assified as "associated with industrial rtivity". for Indian Tribes located in he State of Nfussuch usetts. are uthorized to discharge in accordance with the conditions and requirements et forth herein. Operators of storm water discharges rom construction activities within the eneral permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part 11 of this permit. Operators of storm water discharges associated with ctdustrial activity who fail to submit a Notice of Intent in accordance with Part lI of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this 28th day of August. 1992. Ronald Manfredonia. Acting Director. Water Management Division. This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities with stormwater discharges. for Indian Tribe located in the State of Massachusetts. 1'111. p,-nnil 4h.111 become effective on 5e111eotlier It. 11YEL Phis permil and the authorization to discharge shall expire .it midnight. Septetttber y. IT17. Sign,•d .mid issued iht% 2mih day of August. t e1112. Run.dd Mankedonia. actu��Uirci-tor. WuterhlunugenientDivision. This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities located in the State of Maine. Authorization to Discharge Under the National Pollutant Discharge Elimination System (Permit No..V11R100001 In compliance with the provisions of the Clean Water Act. as amended. (33 U.S.C.1251 et. seq: the Act), except as provided in Part I.B.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity'. located in the State of New Hampshire. are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part II of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part 11 of this permit are not authorized under s this general permit. This permit shall become effective on Authorization to Discharge Under the September 9. 1992. National Pollutant Discharge Elimination This permit and the authorization to System discharge shall expire at midnight. (Permit No. MER100000 IFl September 9. 1997. In compliance with the provisions of Signed and issued this 28th day of August. the Clean Water Act. as amended. (33 Roesald Manfredonia. U.S.C. n5i et. seq: the Act). except as provided in Part LB.3 of this permit. Acting Director. Water Monogement Division. operators of storm water discharges This signature is for the permit conditions from construction activities that are in Parts I through IX and for any additional classified as "associated with industrial conditions in Part X which apply to facilities located in the State of New Hampshire. activity ".located in the State of Maine. a under the are authorized to discharge in Authorization To Discharg accordance with the conditions and National Pollutant Discharge Elimination requirements set forth herein. System Operators of storm water discharges (NpUFS permit Number PRR1tX10o0) from construction activities within the general permit area who intend to be In compliance with the provisions of authorized by these permits must submit the Clean Water Act. as amended. (33 a Notice of Intent in accordance with U.S.C.1251 et seq. the Act). except as Part 11 of this permit. Operators of storm provided in Part I.B.3 of this permit. water discharges associated with operators of storm water discharges industrial activity who fail to submit a from construction activities that are Notice of Intent in accordance with Part classified as "associated with industrial 11 of this permit are not authorized under oc Puerto Rico" tan n the Commorized tonwealth this general permit. I Federal Register / Vol. 57. No. 175 / Wednesday. Septe ridiv1 11, lwl'_ / Nolrc:es 41211 P L 0 a F1 L D discharges in a+c:c:urtlance with the conditions .and requirements set forth hcrmn. Operaors of storm water dishcaarges from construction activities within the general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part It of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part II of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this 2eth day of August. 1992. Kevin Bricke. Acting Director. Water Management Division. U.S. Environmental Protection Agency. Region 11. This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities located in the Commonwealth of Puerto Rico. Region IV Authorization To Discharge Under the National Pollutant Discharge Elimination System (General Permit Number MSRiWWF) Signeal and issued Aaawv t _11. 1'MI2. Hohert F McGhee. :trt:ng thrri hw. 41uhv \t,+its w,--rN thaa.cmn I'ha+ rayn.taere as tzar ahe pernrtt cundaruans ire farts t thruuKh IX .aaui fnr.any •ul.hhnnaal conditions an Part X which .apply to facilities lur..ated within the general permit area. Region IV lCeneral Permit Number FIX11100IF1 Authorization to Discharge Under the National Pollutant Discharge Elimination System In compliance with the provisions of the Clem Water Act. as amended.133 U.S.C. 1251 et seq.. the "Act") except as provided in Part 1.B.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity", located on Indian land in Florida belonging to the Miccosukee Indian Tribe of Florida are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by this permit must submit a Notice of Intent in accordance with Part 11 of this permit. Operators of storm water discharges associated with, ' industrial activity who fail to submit a Notice of Intent in accordance with Part II of this permit are not authorized under this general permit. In compliance with the provisions of This permit shall become effective on the Clean Water Act. as amended. (33 September 9. 1992. U.S.C.1251 et seq. the "Act") except as This permit and the authorization to provided in Part LB.3 of this permit. discharge shall expire at midnight. operators of storm water discharges September 9. 1997. from construction activities that are Signed and 'issued: August 28.1992. classified as "associated with Industrial Robert F. McGhee. activity." located on Indian (and in Acting Director. Water Management Division. Mississippi belonging to the Mississippi This signature is for the permit conditions Band of Choctaw Indians are authorized in Parts I through IX and for any additional to discharge in accordance with the conditions in Part X which apply to facilities conditions and requirements set forth located within the general permit area. herein. Region IV Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by this permit must submit a Notice of Intent in accordance with Part It of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part It of this permit are not authorized under this general permit. This permit shall become effective on September 9. 199L This permit and the authorization to discharge shall expire at midnight September 9. 1997. lCeneral Permit Number FtR200WF1 Authorization to Discharge Under the National Pollutant Discharge Elimination System In compliance with the provisions of the Clean Water Act as amended. (33 U.S.C. IZ51 et seq- the "Act") except as provided in Part I.0.3 of this permit. operators of storm water discharges from construction activities that are classified as *'associated with industrial activity". located on Indian land in Florida belonging to the Seminole Tribe of Florida are authorized to discharge in accordance with the conditions and requirements set forth herein. ()peraturs of storm water discharges tram construction .sc tivities within the general permit .area who intend to be atthonzed by this permit must submit a Notice of Intent in aerurdance with Part 11 athis permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part II of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued: August 28. 1992. Robert F. McGhee. .acting Director. Water Management Division. This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities located within the general permit area. lCeneral Permit Number NCR1o00oF) Region IV Authorization to Discharge Under the National Pollutant Discharge Elimination System In compliance with the provisions of the Clean Water Act. as amended. (33 U.S.C.1251 et seq.. the "Act") except as provided in Part I.B. 3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity % located on Indian land in North Carolina belonging to the Eastern Band of Cherokee Indians in the State of North Carolina are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who Intend to be authorized by this permit must subunit a Notice of Intent in accordance with Part II of this permit. Operators of storm _. water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part 11 of this permit are not authorized under this general permit. This permit shall become effective on September 9. 199Z This permit and the authorization to discharge shall expire at midnight September 9. 1997. Signed and issued: August ZL 1992. Robert F. McGhee. .acting Director. Woter management Division This signature is for the permit conditions in Parts I through IX and for any to tic lines_ dditional conditions in Part X which apply located within the general permit area- 11 F 41212 Federal Register / Vol. 57. No. 175 / Wednes . September 9. 1992 / Notices I I IPermst Nu. T X RI000001 Under the National Pollutant Discharge Elimination System In compliance with the provisions of the Clean Water Act. as amended (33 U.S.C. 1251 at seq.: the Act). except as provided in Part I.B.3 of this permit. operators of stormwater discharges from construction activities that are classified as "associated with industrial activity". located in the State of Texas. are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part U of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part fi of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this 27th day of August. 1992. Myron O. Knudson. P.E. WaterAfanaVvient Director. Raglan VL This signature is for the permit conditioin Parts I through DC ns conditions in Part X which oapply to facdlities located in the State of Texas. (Permit No. O K R3W=l Authorisation to Discharge Under the National Pollutant Discharge Elimination System In compliance with the provisions of the Clean Water Act, as amended (33 US.C.1251 at seq.: the Act), except as provided In Part LB.3 of this permit. Operators of storm water discharges from Construction activities that are classified as "associated with Industrial activity". located in the State of Oklahoma. are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities wthin the general permit area who intend to be authorized by these permits must submit a Notice of Intent In accordance with Part U of this permit. Operators of atom water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part II of this pertain are not authorized raider thla genera! permit. This permit shah become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this 27th day of August. 1992. Myron O. Knudson. WaterMonagement Directors Region V1. This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities located in the State of Oklahoma. (Permit No. NMR100000I Authorization to Discharge Under the National Pollutant Discharge Elimination System In compliance with the provisions of the Clean Water Act. as amended. (33 U.S.C.1251 at seq.: the Act), except as provided in Part LB.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity". located in the State of New Mexico. are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part II of this permit. Operators of storm water discharges associated with Industrial activity who fail to submit a Notice of Intent in accordance with part 11 of this permit are not authorized under this general permit. This permit shall become effective on September 9.199E This permit and the authorization to discharge shall expire at midnight. September 0.1927. Signed and blued this 27th day of August. ti992. Myron O. Knudson. WaterManagementDirector.Rsgion VL This etgnaturi is for the permit conditions In Parts I through IX and for any additional conditions in Part X which apply to facilities located in the State of New Mexico (Permit No. LAR1000MI Authorisation to Disc harp Under the National Pollutant Discharge Mimination System In compliance with the provisions of the Clean Water Act. as amended (33 U.S.C.1251 at seq; the Act), except u provided in Part LB.3 of this permit. operators of storm water dischagres from construction activities that are classified as "associated with industrial activity". located in the State of Louisiana. are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part It of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of intent in accordance with part 11 of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September S. 1997. Signed and issued this 27th day of August. 1992. Myron O. Knudson. Water Management Director, Region VL This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities located in the State of Louisiana. (Permit No. WYR10000171 Authorization to Discharge Under the National Pollutant Discharge Elimination Systato In compliance with the provisions of the Clean Water Act. as amended (33 U.S.C.12Si at seq; the Act), except as provided in Part LB.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity". located in the Wind River Indian Reservation in the State of Wyaming, are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water from construction activities wI� general permit area who intend to be authorized by these permits must submit a Notice of Intent to accordance with Part II of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part 11 of this permit are not authorized under this general permit. This permit shall become effective on September 9.1992. . This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this nth day of August. I= Kerrigan Clough. Aa tgl Ragionaf Ad nhd*tratar. This signature is for the penait conditions in Parts 1 through tX and for any addltimat conditions in Part X which apply to facilities located in the States of Wyoming. r D L 4 Federal Register / Vol. 57. No. 175 / Wednesday. September 9. 1992 / Notices 41213 Authorization to Discharge Under the Traverse Reservation located in North National Pollutant Discharge Elimination Dakota System (Permit No. UTRI0000F1 In compliance with the provisions of the Clean Water Act. as amended. (33 U.S.C. 1251 et. seq: the Act). except as provided in Part I.B.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity". located in the following Indian Reservations in Utah (except for the portions of the Navajo Reservation and Coshute Reservation located In Utah) Northern Shoshoni Reservation: Paiute Reservations —several very, small reservations located in the southwest quarter of Utah: Skull Valley Reservation: and Uintah & Ouray Reservation. are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part it of this permit.'Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part 11 of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this loth day of August. 299L Kerrigan Clough. Acting Regional Adminatrator. This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities located in the State of Utah. Authorization to Discharge Under the National Pollutant Discharge Elimination System (Permit No. SDRI00000I In compliance with the provisions of the Clean Water Act. as amended. (23 U.S.C.1251 et. seq: the Act). except as provided in Part I.B.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity". located in the entire State of South Dakota Including the Indian reservations noted below (with the exception of the portion of the Standing Rock Reservation located in South Dakota). and the portion of the Lake Cheyenne River Reservation: Crow Creek Reservation. Flandreau Reservation. Lake Traverse Reservation —Also known as the Sisseton Reservation. Includes the entire Reservation. which is located in North Dakota and South Dakota: Lower Brute Reservation; Pine Ridge Reservation —includes only the portion of the Reservation located in South Dakota: Rosebud Reservation: and. Yankton Reservation. are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part II of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part U of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this lath day of August. 1991 Kerrigan Clough. Acting Regional Administrator. This signature is for the permit conditions in Parts I through DC and for any additional conditions in Part X which apply to facilities located In the State of South Dakota and the Portion of the Lake Traverse Reservation located in the State of North Dakota. Authorisation to Discharge Under the National Pollutant Discharge Elimination System [Permit No. NDR10000Fj In compliance with the provisions of the Clean Water Act. as amended. (33 U.S.C. 2231 et. seq: the Act). except as provided In Part L13.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity'. in all the Indian Reservations located in the State of North Dakota Including the following (with the exception of the portion of the Lake Traverse Reservation. also known as the Sisseton Reservation. located in North Dakota) Fort Totten Reservation —Also known as Devils Lake Reservation: Fort Berthold Reservation: Standing Rock Reservation —Includes the entire Reservation. which is located in both North Dakota and South Dakota: and. Turtle Mountain Reservation. are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part It of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part 11 of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight September 9. 1997. Signed and issued this lath day of August. 1992. Kerrigan Clough. Acting Regional Administrator. This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities located in the State of North Dakota and the portion of the Standing Rock Reservation located in the State of South Dakota. Authorization to Discharge Under the National Pollutant Discharge Ettmiaatkm System (Permit No. M RIOOOOFj in compliance with the provisions of . the Clean Water Act. as amended. (33 U.S.C. im et. seq: the Act). except as provided in Part L8.3 of this permit. operators of storm water discharges from construction activities that are classified as "assoclated with industrial activity". in all Indian Reservations In Montana including the following Reservations: Blacklist Reservation: Crow Reservation: Flathead Reservation: Fort Belknap Reservation: Fort Peck Reservation Northern Cheyenne Reservation: and. Rocky Boys Reservation. are authorized to discharge to accordance with the conditions and requirements set forth herein. Operators of storm water discha�$es from construction activities within e general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part II of this permit. Operators of storm Ll 0 F 41214 Federal Register / Vol. 57. No. 175 / Wednesday. September 9. IN2 / Notices } a water discharges assoct.iied with Storm Water General Permit for Operators of storm water discharges industrial activity who fail to submit a Construction Activities from construction activities within the Notice of Intent in accordance with Part 11 of this permit are nut authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight September 9. 1997. Signed and issued this 2sth day of August. 1992. Kerrigan Clough. Acting Regional Administrator. This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities located in the State of Montana. Authorization to Discharge Under the National Pollutant Discharge Elimination System (Permit No. COR10000F) In compliance with the provisions of the Clean Water Act. as amended (33 U.S.C.1251 et. seq.: the Act). except as provided in Part I.B.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with Industrial activity" in applicable federal facilities touted in the State of Colorado. and in the following Indian Reservations Southern Ute Reservation: and. Ute Mountain Reservation --Includes the entire Reservation. which Is located in Colorado and New Mexico are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by these permits must submit a Notice of Intent in accordance with Part 11 of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part II of this permit are not authorized under this general permit. Thin permit shall become effective on September 9. 1997- This permit and the authorization to discharge shall expire at midnight September 9. 1997. Signed and issued this 28th day of August. 199Z Kerrigan bough. Acting Regional Administrator. This signature is for the permit conditions in Parts 1 through IX and for any additional conditions in Part X which apply to facilities located in the State of Colorado and the portion of the Ute Mountain Reservation located in the State of New Mexico. Authorization to Discharge Under the National Pollutant Discharge Elimination System [Permit No. AZRtoWIF1 In compliance with the provisions of the Clean Water Act. as amended (33 U.S.C.1251 et. seq.: the Act). except as provided in Part I.B.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity". located on Indian Lands in the State of Arizona. Including Navajo Territory in the States of New Mexico and Utah are authorized to discharge In accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by this permit must submit a Notice of Intent in accordance with Part U of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part U of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight September 9. 1997. Signed and issued this 28th day of August. 1992. Daniel W. McGovern. Regional Administrator. Region a This signature is for the permit conditions In Parts 1 through IX and for any additional conditions to Put X which apply to facilities located on the Indian lands specified above. Authorization To Discharge Under the National Pollutant Discharge Elimination System [Permit No. AZR1t10000( In compliance with the provisions of the Clean Water Act. as amended (U.S.C. UZI at seq.: the Act). except as provided in Part LB.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity". located in the State of Arizona (Excluding Indian Lands) are authorized to discharge in accordance with the conditions and requirements set forth herein. generiel permit area who intend to be authorized by this permit must submit a Notice of Intent in accordance with Part If of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part It of this permit are not authorized under this general permit. This permit shalt become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this 281h day of August. 1992. Daniel W. McGovern. Regional Administrator. Region X This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities located in the State of Arizona (excluding Indian lands). Authorization To Discharge Under the National Pollutant Discharge OimInation System (Permit No. NVR1000l') In compliance with the provisions of the Clean Water Act. as amended. (U.S.C.1251 et seq.: the Act). except as provided in Part LB.3 of this permit operators of storm water discharges from construction activities that are classified as "associated with Industrial activity". touted on Indian Lands in the State of Nevada. Including Coshute Territory in the State of Utah. and the Duck Valley - Reservation in Nevada and Idaho are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by this permit must submit a Notice of Intent In accordance with Pert U of this permit. Operators of storm water discharges associated with industrial activity who fall to submit a Notice of Intent in accordance with Part Il of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. F I n J L 1-1 E L Federal Register / Vol. 57. No. 175 / Wednesday. September 9. 199I / Notices 4121S Signed .ind issued this nth Lmv of August. t1PUL tr iniel W McGovern. Rrgiun .4 This signature is for the permit conditions in Parts 1 through IX and for any additional Conditions in Part X which apply to facilities located on the Indian lands specified above. Authorization to Discharge Under the National Pollutant Discharge Elimination System (Permit No. CAR1000IF1 In compliance with the provisions of the Clean Water Act. as amended, (U.S.C.... 1251 et. seq.: the Act), except as provided in Part I.B.3 of this permit, operators of storm water discharges from construction. activities that are classified as "associated with industrial activity". located on Indian Lands in the State of California are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by this permit must submit a Notice of Intent in accordance with Part 11 of this permiL Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part 11 of this permit are not authorized under this general permit. This permit shall become effective on September 9.19m This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this nth day of August. 1992 Daniel W. McCovent. Regional Adaunistrotor. Region 9 This signature is for the permit conditions in Parts I through IX and for any additional conditions in D'art X which apply to facilities located on Indian lands in the State of California. Authorizatioto to Discharge Under the National Pollutant Discharge Elimination System (Permit No. MWR700000I In compliance with the provisions of the Clean Water Act. as amended. (US.C.... IMIL et. seq.: the Act). except as provided in Part I.B.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with industrial activity". located on Midway Island or Wake Island are. authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by this permit must submit a Notice of Intent in accordance with Part It of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a Notice of Intent in accordance with Part 11 of this permit are not authorized under this general permit. This permit shall become effective on September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. '� ed and issued this 2tith day of August. Daniel W. McGovern. Regional Administrator Region 9. Ilia signature Is for the permit conditions in Parts 1 through IX and for any additional conditions in Part X which apply to facilities located on Midway Island or Wake Island. Authorization To Discharge Under the National Pollutant Discharge Elimination System (Permit No. JARitlOOOOI In compliance with the provisions of the Clean Water Act. as amended. (33 U.S.C.1251 et seq.: the Act). except as provided in Part LB-3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with Industrial activity". located on Johnston Atoll are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within me general permit area who intend to be authorized by this permit must submit a Notice of Intent in accordance with Part 11 of this permit. Operators of storm water discharges associated with industrial activity who fail to submit a ' Notice of Intent in accordance with Part U of this permit are not authorized under this general permiL This permit shall become effective on September 9.1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this Zeth day of August 199Z Daniel W. McGovern. Regional Administrator, Region 9. This signature is for the permit conditions in Parts 1 through M and for any additional 4:191141wuns in Part X which apply to facilities hicated un Iuhnstun Atoll. Authorization To Discharge Under the National Pollutant Discharge Elimination System for Storm Water Discharges From Construction Activities That Are Classified as Associated With Industrial Activity [General Permit No.: ID-R-10-000171 In compliance with the provisions of the Clean Water Act. (33 U.S.C.1Z51 et seq.), as amended by the Water Quality Act of 1987. Pub. L loo-t. the "Act'. Owners and operators engaged in discharging storm water from construction activities that are classified as "associated with industrial activity" which are located on Indian lands in the State of Idaho. except for those sites —' identified in Part 1 hereof. are authorized to discharge to waters of the United States, in accordance with effluent limitations. monitoring requirements. and other conditions set forth herein. A copy of this general permit must be kept at the site where the discharges occur. This permit shall become effective on September 9.1992 This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed this 27th day of August 119112. Harold E Cerett. Acting Director. Water Division Region I1% U4 Environmental Protection Agency. This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to activities located on hidian lands in the State of Idaho. Authorization to Discharge Under the National Pollutant Diahmp 911miaation _ System for Storm Water Disclowe From Construction ActivId s That Art Classified as Assodated With Industrial Activity (General Permit No.: AK-R-10-000F In compliance with the provisions of the Clean Water Ad. 33 U.S.C.1251 et seq.. as amended by the Water Quality Ad of 19ti7. P.I. UG-4. the "Act". Owners and operators engaged In discharging storm water from construction activities that are classified as "associated with industrial activity" which are located on radian lands in the State of Alaska, except for those sites identified in Part 1 hereof. are authorized to discharge to waters of the United States. in accordance with effluent limitations. monitoring requirements. and other conditions set forth herein. A copy of this general permit must be kept at the site where the discharges occur. F1 0 41216 Federal Register / Vol. 57.._No. 175 /. W dnesday. September 9. 1992 /Notices This permit shall become effective September 9. 1992. This permit and the authorization to discharge shall expire at midnight. on September 9. 1997. Signed this 27 day of August 1992. Harold E Ceren. .acting Directors Water Division. Region 10. U.S. Environmental Protection Agency. This signature is for the permit conditions in Pans I through IX and for any additional conditions in Part X which apply to activities located on Indian lands in the State of Alaska. Authorization to Discharge Under the National Pollutant Discharge Munination System for Storm Water Discharges From Construction Activities That An Classified as Associated With Industrial Activity [Cenral Permit Nos WA-R-10-MEl In compliance with the provisions of the Clean Water Act. 33 US.C.1251 et seq., as amended by the Water Quality Act of 1987. P.L 100-4. the "Act". Owners and operators engaged in discharging storm water from construction activities that are classified as "associated with industrial activity" which are located on Indian lands in the State of Washington. except for those sites identified In Part I hereof. are authorized to discharge to waters of the United States. In accordance with effluent limitations. monitoring requirements. and other conditions set forth herein. A copy of this general permit must be kept at the site where the discharges occur. This permit shall become effective September 9. am This permit and the authorization to discharge shall expire at midnight. on September 9.1997. Signed this 27 day of August 190L Harold L Garen. Acting Director. Water Division. Reefers la U.S Environmentol Protection ASM . This signature is for the permit coaditiam In Parts i through 1X and for any additional conditions In Part X which apply to activities located on Indian lands in the State of Washington. Authorization to Discharge Under the National Pollutant Discharge Elimination System for storm Water Discharges from Construction Activities That An Classified as Associated with Industrial Activity iCeneral Permit No.: WA-R-10-OWn In compliance with the provisions of the Clean Water Act. 33 US.C.12S1 et seq., as amended by the Water Quality Act of 1987. P.L 100-4. the "Act". Owners and operators of federal facilities in the State of Washington engaged in discharging storm water from construction activities that are classified as "associated with industrial activity". except for those sites identified in Part l hereof and except those sites located on Indian lands within the State of Washington. are authorized to discharge to waters of the State of Washington and waters of the United States adjacent to State waters. in accordance with effluent limitations. monitoring requirements. and other conditions set forth herein. A copy of this general permit must be kept at the site where the discharges occur. This permit shall become effective September 9. 1992. This permit and the authorization to discharge shall expire at midnight. on September 9.1997. Signed this 27th day of August 1992. Harold E Ceren. Acting Director. Water Division. Region la U.S. Environmental Protection Agency. This signature Is for the permit conditions in Parts I through IX and any additional conditions In Part X which apply to federal facilities In the State of Washington. Authorization to Discharge Under the National Pollutant Discharge Elimination System for Storm Water Discharges from Construction Activities That Are Classified as Associated with laduslrial Activity !General Permit Nos ID-R-Iia- tMwj In compliance with the provisions of the Clean Water Act. 33 U.S.C. =I et seq„ as amended by the Water Quality Act of 1987. P.L lOO-;L the "Act". Owners and operators engaged In discharging storm water from construction activities that are clauified as "associated with industrial activity". except for those sites Identified In Part I hereof and except those sites located on Indian lands within the State of Idaho. arc authorized to discharge to waters of the State of Idaho and waters of the United States adjacent to State watem in accordance with effluent limitations. monitoring requirements. and other conditions set forth herein. A copy of this general permit must be kept at the site where the discharges occur. This permit shall become effective September 9. iwL This permit and the authorization to discharge shall expire at midnight. on September S.1997. Signed this 271h day of August 1992. t t.rrold F. Ceren. Acting Director. WoterDivision. Region to. U.S. Environmental Protection Agency. This signature is for the permit conditions in Parts I through IX and any additional conditions in Part X which apply to federal facilities in the State of Idaho. Authwrtzatlon to Discharge Under the National Pollutant Discharge ERM&Mdon System for Storm Water Discharges From Construction Activities That Are Classified as Associated With Indtt$UW Activity [Cenral Permit No.: AK-R-10-MMI In compliance with the provisions of the Clean Water Act. 33 U.S.C.1251 et seq., as amended by the Water Quality Act of ise7. P.L 100-4. the "Act". Owners and operators engaged In discharging storm water associated with construction activities that are classified as associated with industrial activities. except those sitea identified in Part I hereof and except those sites located on Indian lands within the State of Alaska and waters of the United States adjacent to State waters. in accordance with effluent limitationm monitoring requirements. and other conditions set forth herein. - A copy of this general permit must be kept at the site where discharges occur. This permit shall become effective September 9. iN92. This permit and the authorization to discharge shall expire at midnight. on September 9.1997. Sipaed this V day of August 1MZ Harold L Gerenh. Actin Director. Water0rumm Region za U.S Envinanmental Protectim Apacy. Thia sigoatum is for the permit conditions candidons In PIX and for an PartX which apply additional to activities located in the State of Alaska. Authatzatiort to Me r1 ergs Under do Nallc nd Pollutant Discharge E1lrninatlah Syst m [Permit No. _ RIMW or _RIOMF (tar only Indian lands and/or Fed. tacl In compliance with the provisions of the Clean Water Act, as amended. (33 US.C:1251 et seq.: the Act). except as provided in Part f.B.3 of this permit. operators of storm water discharges from construction activities that are classified as "associated with Industrial activity'% located in the State(s) of are authorized to discharge in accordance with the conditions and requirements set forth herein. Operators of storm water discharges from construction activities within the general permit area who intend to be authorized by these permits must submit 11 Federal Register / Vol. 57. No. 175 / Wednesday. September 9. 1992 / Notices 41217 a Notice of Intent in accordance with Part II of this permit. Operators of storm water discharges associated with industrial activity.who fail to submit a Notice of Intent in accordance with Part It of this permit are not authorized under this general permit. This permit shall become effective an September 9. 1992. This permit and the authorization to discharge shall expire at midnight. September 9. 1997. Signed and issued this _ day of 1992. (Signature of Water Management Director or Regional Administrator) This signature is for the permit conditions in Parts I through IX and for any additional conditions in Part X which apply to facilities located in the State of NPDES General Permits for Storm Water Discharges From Construction Activities That are Classified as "Associated With Industrial Activity" Table of Contents PART 1. COVERAGE UNDER THIS PERMIT A. Permit Area. B. Eligibility. C. Authorization. PART 11, NOTICE OF I (TENT REQUIREM6N TS A. Deadlines for Notification. B. Contents of Notice of Intent. C. Where to Submit. D. Additional Notification. E. Renotification. PART III. SPECIAL CONDITIONS A. Probibition on non -storm water discharges. B. Releases in excess of Reportable Quantities. 71, [.1 M L PART IV. STORM WATER POLLUTION A. Deadlines for Plan Preparation and Compliance. B. Signature and Plan Review. C. Keeping Plans CurmuL D. Contents of Plan. E Contractors. PART V. RETENTION OF RECORDS PART VL STANDARD PERMIT CONDITIONS A. Duty to Comply. B. Continuation of the Expired General Permit C. Need to halt or reduce activity not a defense. D. Duty to Mitigate. E. Duty to Provide Information. F. Other Information. C. Signatory Requirements. H. Penalties for Falsification of Reports. I. Oil and Hazardous Substance Liability. 1. Property Rights. K. Severability. L. Requiring an individual permit or an alternative general permit. M. State lyws. N. Proper Operation and Maintenance. O. Inspection and Entry. P. Permit Actions. PART VII. REOPENER CLAUSE PART VII1. NOTICE OF TERMINATION A. Notice of Termination. B. Addresses. PART IX. DEFINITIONS PART X. STATE SPECIFIC CONDITIONS A. Puerto Rica. B. Colorado (Feaeral facilities and Indian lands). C. Arizona. 0. Alaska. E Idaho. F. Washington (Federal facilities and Indian lands). Preface The Clean Water Act (CWA) provides that storm water discharges associated with industrial activity from a point source (including discharges through a municipal separate storm sewer system) to waters of the United States are unlawful. unless authorized by a National Pollutant Discharge Elimination System (NPDES) permit. The terms "stoma water discharge associated with Industrial activity". "point source" and "waters of the United States" are critical to determining whether a facility is subject to this requirement. Complete definitions of these tenons are found in the definition section (Part IX) of this permit. The United States Environmental Protection Agency (EPA) has established the Storm Water Hotline at (703) 8ZI-4= to assist the Regional Offices in distributing notice of intent forms and storm water pollution prevention plan guidance. and to provide Information pertaining to the storm water regulations. Part 1. Coverage Under This Permit A. Permit Aare The permit covers all areas of. Region 1—for the States of Maine and New Hampshire: for Indian lands located in Massachusetts. New Hampshire. and Maine. Region 13-4or the Commonwealth of Puerto Rico. Region IV —for Indian lands located in Florida (two tribes). Mississippi. and North Carolina. Region VI —for the States of Louisiana. New Mexico. Oklahoma. and Texas: and for Indian lands located in Louisiana. New Mexico (except Navajo lands and Ute Mountain Reservation lands). Oklahoma. and Texas. Region VIII—for the State of South Dakota: for Indian lands located in Colorado (including the Ute Mountain Reservation in Colorado). Montana. North Dakota. Utah (except Coshute Reservation and Navajo Reservation lands). and Wyoming: for Federal facilities in Colorado: and for the Ute Mountain Reservation New Mexico. Region IX —for the State of Arizona: for the Territories of Johnston Atoll. and Midway and Wake Island: and for Indian lands located in California. and Nevada: and for the Coshute Reservation in Utah and Nevada. the Navajo Reservation in Utah. New Mexico. and Arizona. the Duck Valley Reservation in Nevada and Idaho. Region X—for the State of Alaska. and Idaho: for Indian lands located in Alaska. Idaho (except Dude Valley Reservation lands). and Washington: and for Federal facilities in Washington. B. EUSibility 1. This permit may authorize all discharges of storm water associated with industrial activity from construction sites. (those sites or common plans of development or sale that will result in the disturbance of five or more acres total land area 1). (henceforth referred to as storm water discharges from construction activities) occurring after the effective date of this permit (including discharges occurring after the effective date of this permit where the construction activity was initiated before the effective date of this permit). except for discharges identified under paragraph L8.3. 2. This permit may only authorize a storm water discharge associated with Industrial activity from a construction site that is mixed with a storm water discharge from an Industrial source other than construction. where: A. the industrial source other than construction is located on the same site as the construction activity. b. storm water discharga associated with industrial activity from the areas of the site where construction activities are occurring are in compliance with the terms of this permit: and c. storm water discharges associated with industrial activity from the areas of the site where industrial activity other than construction are occurring (including storm water discharges from dedicated asphalt plants and dedicated concrete plants) are covered by a different NPDES general permit or • On lane 4.19at the United cotes Court of Appeals roe the Ninth Circuit remanded the exemption for eonsueetioe ales of less than frva acres to the EPA for further raieawAir* (Noe. 10- 70571 and 91-70200). I F •11218 Federal Register / Vol. 57, No. 175 / Wednesday. Se plenilier 9. 1!!!)�* / Notices uulividual perm, .ttitburtxtng such ruver.tKe• under this permit and require day uperapunal contrtil that have been eltw:harxes. sultmtUal of .itt .application fur an identified .N the. time of the. N01 t I►etl NI'UFS permit based tin a vul►mittal. and operator status as a .t l.rrnrhilreuex een Cave•rt ve• The: following storm water discharges from cunstructetin sties are: not autheirized by this permit: a. storm water discharges associated with industrial activity that originate from the site after construction activities have been completed and the site has undergone final stabilization. b. discharges that are mixed with sources of non -storm water other than discharges which are identified in Part Ip.A of this permit and which are in compliance with Part IV.0.5 (non -storm water discharges► of this permit. c. storm water discharges associated with industrial activity that are subject to an existing NPDES individual or general permit or which are issued a permit in accordance with paragraph VLL (requiring an individual permit or an alternative general permit) of this permit. Such discharges may be authorized under this permit after an existing permit expires provided the existing permit did not establish numeric limitations for such discharges: d. storm water discharges from construction sites that the Director (EPA) has determined to be or may reasonably be expected to be contributing to a violation of a water quality standard: and e. storm water discharges from construction sites if the discharges may adversely affect a listed or proposed to be listed endangered or threatened species or its critical habitat. G Authorization ant IVle review of the NOI or tither information (see part VLt of this permit). Part it. Notice of Intent Requirements A. Deadliness for Nutificatiurt 1. Except as provided in paragraphs lLA.2. Ii.A.3. and ILA.4, individuals who intend to obtain coverage for storm water discharges from a construction site (where disturbances associated with the construction project commence before October 1. 19921. under this general permit shall submit a Notice of Intent (NOI) in accordance with the requirements of this Part on or before October 1.1992: 2. Individuals who intend to obtain coverage under this general permit for storm water discharges from a construction site where disturbances associated with the construction project commence after October 1.1992, shall submit a Notice of Intent (NOI) in accordance with the requirements of this Part at least 2 days prior to the commencement of construction activities (e:g. the initial disturbance of soils associated with clearing. grading. excavation activities. or other construction activities): 3. For storm water discharges from construction sites where the operator changes. (including projects where an operator is selected after a NOI has been submitted under Parts ILA.1 or II.A.2) a NOI in accordance with the requirements of this Part shall be submitted at least 2 days prior to when the operator commences work at the 1. A discharger must submit a Notice site: and of Intent (NOI) in accordance with the 4. EPA will accept an NOI in requirements of Part Ii of this pttsmit accordance with the requirements of using a NOI form provided by the this part after the dates provided in Director (or a photocopy thereof}. in Parts IiA-i. 2 or 3 of this permit. In such order for storm water discharges from instances. EPA may bring appropriate construction sites to be authorised to enforcement actions. discharge under this general permits 2- Where a new operator is selected after the submittal of an NOI under Part It. a new Notice of Intent (NOI) must be submitted by the operator In accordance with Pant IL using a NOI form provided by the Director (or a photocopy thereof). 3. Unless notified by the Director to the contrary. dischargers who submit an NOI in accordance with the requirements of this permit are authorized to discharge storm water from construction sites under the terms and conditions of this permit 2 days after the date that the NOl is postmarked. The Director may deny r s A copy of the approved NOt team is provided in Appenduc C of this mime. B. Contents of Notice of Intent Federal. State. private. public or other entity. Where multiple: operators have been selected at the time: of the initial NOi submittal. NOts must be attached and submitted in the same envelope. When an additional operator submits an NOI for a site with a preexisting NPDES permit. the NOI for the additional operator must indicate the number for the preexisting NPDES permit: 3. The name of the receiving water(s). or if the discharge is through a municipal separate storm sewer• the name of the municipal operator of the storm sewer and the ultimate receiving water(s): 4. The permit number of any NPDES permit(s) for any discharge(s) (including any storm water discharges or any non - storm water discharges) from the site: 5. An indication of whether the operator has existing quantitative data which describes the concentration of pollutants in storm water discharges (existing data should not be included as part of the NOI): and 6. An estimate of project start date and completion dates. estimates of the number of acres of the site on which soil will be disturbed. and a certification that a storm water pollution prevention plan has been prepared for the site in accordance with Part IV of this permit and such plan provides compliance with approved State and/or local sediment and erosion plans or permits and/or storm water management plans or permits in accordance with Part IV.D.2.d of this permit. (A copy of the plans or permits should not be included with the NOI submission). The Notice(s) of Intent shall be signed in accordance with Part VI.G of this permit by all of the entities identified in Part II.B.2 and shall include the following information i. The mailing address of the construction site for which the notification is submitted. Where a mailing address for the site is not available. the location of the approximate center of the site must be described in terms of the latitude and longitude to the nearest 15 seconds. or the section. township and range to the nearest quarter section: 2. The name. address and telephone number of the operator(s) with day to G Where to Submit 1. Facilities which discharge at= water associated with industrial activity must use a NOI form provided by the Director (or photocopy thereof)- The form in the Federal Register notice in which this permit was published may be photocopied and used Foray are also available by calling (7031 M-4M. NOIs must be signed in accordance with Part VLG of this permit. NOIs are to be submitted to the Director of the NPDES program in care of the following address: Storm Water Notice of Intent. PO Box 1215. Newington. VA 22122. 2. A copy of the NOI or other indication that storm water discharges from the site are covered under an NPDES permit. and a brief description of the project shall be posted at the construction site in a prominent place for public viewing (such as alongside a building permit). f n U L, L i1 D. l I N' a D P n D. n Federal Register / Vol. 5:. No. 175 / Wednesday. Septendwr $1. tshr. / Notices 41219 1).:Ichlrtrurcal Nutcicc:uttua Faciloses which are operating under appncved Slate or local sediment and eroscun plans. grading plans. or storm water management plans shall submit signed copies of the Notice of intent to the State or local agency approving such plans in accordance with the deadlines in Part II.A of this permit (or sooner where required by State or local rules). in addition to.submitting the Notice of Intent to EPA in accordance with paragraph II.C. E. Renotification Upon issuance of a new general permit. the permittee is required to notify the Director of his intent to be covered by the new general permit. Part 111. Special Conditions. Management Practices. and Other Non - Numeric limitations A. Prohibition on Non -Storm Water Discharges 1. Except as provided in paragraph I.B.2 and III.A.2. all discharges covered by this permit shall be composed entirely of storm water. 2. a. Except as provided in paragraph IILAZ(b). discharges of material other than storm water must be in compliance with a NPDES permit (other than this permit) issued for the discharge. b. The following non -storm water discharges may be authorized by this permit provided the non -storm water component of the discharge is in compliance with paragraph IV.D.S: discharges from fire fighting activities: fire hydrant flushingx waters used to wash vehicles or control dust in accordance with Part i V.D.2.c.(2): potable water sources including waterline fiushings: irrigation drainage: routine external building washdown which does not use detergents: pavement washwaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents are not used air conditioning condensate: springs; uncontaminated ground water and foundation or footing drains where flows are not contaminated with process materials such as solvents. S. Releases in Ercess of Reportable Quantities Of ill CFR part t 17 and ill CFR part 302. Where a release containing a hazardous substance inan amount equal to or in excess of a reporting quantity established under either 4o CFR t 17 or it) CFR 3o'.. occurs during a 24•hour period: a. The permittee is required to notify the National Response Center (NRC) (800-424-=2: in the Washington. DC metropolitan area 202-426-2675) in accordance with the requirements of 40 CFR 117 and 40 CFR 302 as soon as he or she has knowledge of the discharge. b. The permittee shall submit within 14 calendar days of knowledge of the release a written description of: the release (including the type and estimate of the amount of material released). the date that such release occurred. the circumstances leading to the release. and steps to be taken in accordance with Part IILB.3 of this permit to the appropriate EPA Regional office at the address provided in Part V.0 (addresses) of this permit: and c. The storm water pollution prevention plan required under Part IV of this permit must be modified within 14 calendar days of knowledge of the release to: Provide a description of the release. the circumstances leading to the release. and the date of the release. In addition. the plan must be reviewed to identify measures to prevent the reoccurrence of such releases and to respond to such releases. and the plan must be modified where appropriate. 2. Spills. This permit does not authorize the discharge of hazardous substances or oil resulting from an on - site spill. 1. The discharge of hazardous substances or oil in the storm water discharge(s) from a facility shall be prevented or minimized in accordance with the applicable storm water pollution prevention plan for the facility. This permit does not relieve the permittee of the reporting requirements Part 1V. Storm Water Pollution Prevention Plans :1. th-crJlrrre.c t'�u Nlun 1'n•purnn�cre crncl C, frtrphunc •r• The plan shall: 1. 13e completed (including certifications required under Part IV.E) prior to the submittal of an NOI to be covered under this permit and updated as appropriate: 3. For construction activities that have begun on or before October 1.1992. except for sediment basins required under Part 1V.D.2.a(2) (structural practices) of this permit. the plan shall provide for compliance with the terms and schedule of the plan beginning on October 1.1992. The plan shall provide for compliance with sediment basins required under Part IV.D.2.a.(a) of this permit by no later than December 1. 1992: 3. For construction activities that have begun after October 1.199Z the plan shall provide for compliance with the terms and schedule of the plan beginning with the initiation of construction activities. A storm water pollution prevention plan shall be developed for each construction site covered by this permit. Storm water pollution prevention plans shall be prepared in accordance with good engineering practices. The plan shall identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges from the construction site. In addition. the plan shall describe and ensure the implementation of practices which will be used to reduce the pollutants in storm water discharges associated with industrial activity at the construction site and to assure compliance with the terms and conditions of this permit. Facilities must implement the provisions of the storm water pollution prevention plan required under this part as a condition of this permit. B. Signature and Plan Review 1. The plan shall be signed in accordance with Part VI.G. and be retained on -site at the facility which generates the storm water discharge in accordance with Part V (retention of records) of this permit.- 2. The permittee shall make plans available upon request to the Director. a State or local agency approving sediment and erosion plans. grading plans. or storm water management plans: or in the case of a storm water discharge associated with Industrial activity which discharges through a municipal separate storm sewer system with an NPOES permit. to the municipal operator of the system. 3. The Director. or authorized representative. may notify the permittee at any time that the plan does not meet one or more of the minimum requirements of this part. Such notification shall Identify those provisions of the permit which are not being met by the plan. and Identify which provisions of the plan requires modifications in order to meet the minimum requirements of this part. Within 7 days of such notification from the Director. (or as otherwise provided by the Director). or authorized representative. the permittee shall make the required changes to the plan and shall submit to the Director a written certification that the requested changes have been made. C Keeping Plans Current The permittee shall amend the plan whenever there is a change in design. El :fi.. .;_cry `.' y, �. _•�d ... 41220 Federal Register / Viol. 57. Net. 175 / Wednesday. September it. 1992 / Nulu:ces 19 c:e,nstruclu,n. operation. or maintenant:ee, which has a significant effect on the pcoenlial for the disrh.trge of pollutants to, 'he, waters of the United States and which has not otherwise been addressed ,n the! plan or if the storm water pollution prevention plan proves to be ineffective in eliminating or significantly minimizing pollutants from sources identified under Part IV.D.2 of this permit. or in otherwise achieving the general objectives of controlling pollutants in storm water discharges associated with industrial activity. In addition. the plan shall be amended to identify any new contractor and/or subcontractor that will implement a measure of the storm water pollution prevention plan (see Part ME). Amendments to the plan may be reviewed by EPA in the same manner as Part ME above. D. Contents of Plan The storm water pollution prevention plan shall Include the following items: 1. Site description. Each plan shall. provide a description of pollutant sources and other information as indicated: a. A description of the nature of the construction activity. b. A description of the intended sequence of major activities which disturb soils for major portions of the site (e.g. grubbing, excavation. grading); c. Estimates of the total area of the site and the total area of the site that is expected to be disturbed by excavation. grading. or other activities: d. An estimate of the runoff coefficient of the site after construction activities are completed and existing data describing the soil or the quality of any discharge from the site: e. A site asap indicating drainage patterns and approximate slopes anticipated after major gra acUvitles. areas of soil disti rbane. an outline of areas which not be disturbed. the location of major structural and nonstructural controls identified in the plan. the location of areas where stabilization practices are expected to occur. surface waters (including wetlands). and locations where storm water is discharged to a surface water. and E The name of the receiving water(s). and areal extent of wetland acreage at the site. 2. Controls Each plan shall include a description of appropriate controls and measures that will be implemented at the construction site. The plan will clearly describe for each major activity identified in Part IV.D.i.b appropriate control measures and the timing during the construction process that the measi,rim will bee impldmrntcd. IFur example. perimeter controls for one portion of the site will be installed after the clearing and grubbing necessary for installation of the measure. but before the Tearing and grubbing for the rem.tining portions of the site. Perimeter controls will be actively maintained until final stabilization of those portions of the site upward of the perimeter control. Temporary perimeter controls will be removed after final stabilization). The description and implementation of controls shall address the following minimum components: a. Erosion and sediment controls—(1). stabilization practices. A description of interim and permanent stabilization practices. including site -specific scheduling of the implementation of the practices. Site plans should ensure that existing vegetation Is preserved where attainable and that disturbed portions of the site are stabilized. Stabilization practices may include: temporary seeding. permanent seeding. mulching. geotexdles. sod stabilization. vegetative buffer strips. protection of trees. preservation of mature vegetation. and other appropriate measures. A record of the dates when major grading activities occur. when construction activities temporarily or permanently cease on a portion of the site. and when stabilization measures are initiated shall be included in the plait. Except as provided In paragraphs IV.DZ.(a).(i).(a). (b). and (c) below. stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased. but in no case more than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased (a}. Where the initiation of stabilization measures by the 14th day after construction activity temporary or permanently cease Is precluded by snow cover. stabMudon measures shW be initiated as soon as practicable. (b). Where construction activity will resume on aportion of the site within 21 days from when activities ceased. (e.g. the total time period that construction activity Is temporarily ceased is less than 21 days) then stabilization measures do not have to be initiated on that portion of site by the 14th day after construction activity temporarily ceased. (c). In and areas (areas with an average annual rainfall of 0 to 10 inches) and semi -arid areas (areas with an average annual rainfall of 10 to 20 Inches). where the initiation of stabilization measures by the 14th day after construction activity has temporarily or permanently ceased is prc•rluclvd by seasonal and conditions. st.tbelezatton measures .shall be initiated .is soon as prauatcable. 121• Struc:turol practices. A description of structural practices to divert flows from exposed soils. store flows or otherwise limit runoff and the discharge of pollutants from exposed areas of the site to the degree attainable. Such practices may include silt fences. earth dikes. drainage swales. sediment traps. check dams. subsurface drains. pipe slope drains. level spreaders. storm drain inlet protection. rock outlet protection. reinforced soil retaining systems. =abions. and temporary or permanent sediment basins. Structural practices should be placed on upland soils to the degree attainable. The installation of these devices may be subject to Section 404 of the CWA. (a) For common drainage locations that serve an area with 10 or more disturbed acres at one time. a temporary (or permanent) sediment basin providing 3 WO cubic feet of storage per acre drained. or equivalent control measures. shall be provided where attainable until final stabilization of the site. The 3.000 cubic feet of storage area per acre drained does not apply to flows from offatte areas and flows from onsite areas that are either undisturbed or have undergone final stabUiration where such flows are diverted around both the disturbed area and the sediment basin. For drainage locations which serve 10 or more disturbed acres at one time and where a temporary sediment basin providing 3AW cubic feet of storage per acre drained. or equivalent controls is not attainable. smaller sediment basins and/or sediment traps should be used. At a minimumsilt fences. or equivalent sediment controls are required for all sideslope and downslope boundaries of the construction area. (b) For drainage locations serving less than 10 acres. sediment basins and/or sediment traps should be used. At a minimum. silt fences or equivalent sediment controls are required for all sideslope and downslope boundaries of the construction area unless a sediment basin providing storage for 3AM cable feet of storage per acre drained Is provided. b. Storm grater manogement A description of measures that will be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have been completed Structural measures should be placed on upland soils to the degree attainable. The instaUation of these devices may be subject to Section 404 of the CWA. This permit only addresses F. I �I 11 E1 11 I ] I P [I 0 I 6L Federal Register / Vol. 57. No. 175 / Wednesday. September !I. IM2 / Nottct!s 41 the anstalliation of storm water maanagemeni measures. and not the ultimate operation and maintenance of such structures after the construction .activities have been completed and the site has undergone final stabilization. Permittees Are only responsible for the installation and maintenance of storm water management measures prior to final stabilization of the site. and are not responsible for maintenance after storm water discharges associated with industrial activity have been eliminated from the site. (1). Such practices may include: storm water detention structures (including wet ponds): storm water retention structures: flow attenuation by use of open vegetated swales and natural depressions: infiltration of runoff onsite: and sequential systems (which combine several practices). The pollution prevention plan shall include an explanation of the technical basis used to select the practices to control pollution where flows exceed predevelopment levels. (2). Velocity dissipation devices shall be placed at discharge locations and along the length of any outfall channel for the purpose of providing a non - erosive velocity flow from the structure to a water course so that the natural physical and biological characteristics and functions are maintained and protected (e.g- no significant changes in the hydrological regime of the receiving water). c.Other controls—(1) waste disposal. No solid materials, including building materials. shall be discharged to waters of the United States. except as authorized by a Section 404 permit. (2) Off -site vehicle tracking of sediments and the generation of dust shall be minimized. (3) The plan shall ensure and demonstrate compliance with applicable State and/or local waste disposal. sanitary sewer or septic system regulations. d. Approved State or local plans. (i) Permittees which discharge storm water associated with industrial activity from construction activities must include in their storm water pollution prevention plan procedures and requirements specified in applicable sediment and erosion site plans or site permits. or storm water management site plans or site permits approved by State or local officials. Permittees shall provide a certification in their storm water pollution prevention plan that their storm water pollution prevention plan reflects requirements applicable to protecting surface water resources in sediment and erosion site plans or site permits. or storm water management site plans or Kite permits .tppruved by State or local offictaals. Permittees shall comply with any such requirements during the term of the permit. This provision does not apply to provisions of master plans. comprehensive plans. non -enforceable guidelines or technical guidance documents that are not identified in a specific plan or permit that is issued for the construction site. (2) Storm water pollution prevention plans must be amended to reflect any change applicable to protecting surface water resources in sediment and erosion site plans or site permits, or storm water management site plans or site permits approved by State or local officials for which the permittee receives written notice. Where the permittee receives such written notice of a change, the permittee shall provide a recertification in the storm water pollution plan that the storm water pollution prevention plan has been modified to address such changes. (3) Dischargers seeking alternative permit requirements shall submit an individual permit application in accordance with Part VLL of to permit at the address indicated in Part V.0 of this permit for the appropriate Regional Office. along with a descriptionof why requirements in approved State or local plans or permits. or changes to such plans or permits, should not be applicable as a condition of an NPDES permit. 3. Maintenance. A description of procedures to ensure the timely maintenance of vegetation. erosion and sediment control measures and other protective measures identified In the site plan in good and effective operating condition. 4. Inspections. Qualified personnel (provided by the discharger) shall inspect disturbed areas of the construction site that have not been finally stabilized. areas used for storage of materials that are exposed to precipitation. structural control measures. and locations where vehicles enter or exit the site at least once every seven calendar days and within 24 hours of the end of n storm that is 0.5 inches or greater. Where sites have been finally stabilized. or during seasonal arid periods in and areas (areas with an average annual rainfall of O to 10 inches) and semi -arid areas (areas with an average annual rainfall of 10 to 20 inches) such inspection shall be conducted at least once every month. a. Disturbed areas and areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of. or to potential for. pollutants entering to drainagq system. Erosion and sediment control measures identifted in the plan shall be obsen to ensure that they ire operating correctly. Where discharge locations points are accessible. they shall be —inspected to ascertain whether erosi control measures are effective in preventing significant impacts to receiving waters. locations where " vehicles enter or exit the site shall b inspected for evidence of offsite sediment tracking. b. Based on the results of the ^ inspection, the site description ident in the plan in accordance with paragraph IV.D.1 of this permit and pollution prevention measures identP - in the plan in accordance with paragraph IV.D.2 of this permit shall revised as appropriate. but in no case later than 7 calendar days following,,,. inspection. Such modifications shall provide for timely implementation of any changes to the plan within 7 calendar days following to inspectio- e. A report summarizing the scope the inspection. name(s) and qualifications of personnel making tc inspection, to date(s) of to inspectic major observations relating to the implementation of the storm water pollution prevention plan, and actions taken in accordance with paragraph IV.D.4.b of the permit shall be made retained as part of the storm water pollution prevention plan for at least three years from the date that the site finally stabilized. Such reports shall'' Identify any incidents of non- compliance. Where a report does not identify any incidents of non- compliance. the report shall contain — certification that the facility is In compliance with the storm water pollution prevention plan and this " permit. The report shall be signed in -- accordance with Part VLC of this permit. s. Non -Storm Water Discharges. Except for flows from fire fighting activities. sources of non -storm water listed in Part M A 9 of this permit tr, are combined with storm water discharges associated with industrlaL_ activity must be identified in the plan The plan shall identify and ensure th implementation of appropriate pollutio prevention measures for the non -storm water component(s) of the discharge-_ E Contractors 1. The storm water pollution prevention plan must dearly identify-`'-. each measure identified in the plan. t contractor(s) and/or subcontractors) that will implement the treasure. All contractors and subcontractors -- identified in to plan must sign a cop; the certification statement in Part IV.,_ I r 0 9 r, I a F F 41222 Federal Register / Vul. 57. No. 9. IM2 / Notices err this permit in .accurdanc:e with Part Vl.(: of thus permit. All certifications uncst he included in the Sturm water pollution prevention plan. 2. Cortrfic;utrun Stutentent. All contrec:curs and subcontractors identified in a storm water pollution prevention plan in accordance with Part IV.E.t of this permit shall sign a copy of the following certification statement before conducting any professional service identified in the storm water pollution prevention plan: 1 certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Flimination System (NPDESI permit that authorizes the storm water discharges associated with industrial activity from the construction site identified as part of this certification. The certification must include the name and title of the person providing the signature in accordance with Part VI.0 of this permit: the name. address and telephone number of the contracting firm: the address (or other identifying description) of the site: and the date the certification is made. Part V. Retention of Records A. The permittee shall retain copies of storm water pollution prevention plans and all reports required by this permit. and records of all data used to complete the Notice of Intent to be covered by this permit. for a period of at least three years from the date that the site is finally stabilized. This period may be extended by request of the Director at any time. B. The permittee shall retain a copy of the storm water pollution prevention required by this permit at the construction site from the date of project Initiation to the date of final stabilization. C. Addrrsses. Except for the submittal of NOIs (see Part ILC of this permit). all written correspondence concerning discharges in any State. Indian land or from any Federal Facility covered under this permit and directed to the US. Environmental Protection Agency. including the submittal of individual permit applications, shall be sent to the address of the appropriate Regional Office listed below: Z. CT. MA. ME. NH. AL VT United States EPA. Region L Water .Management Division (WCP-2109). Storm Water Staff. John F. Kennedy Federal Building. Room 2209. Boston. MA 022W. ZN/.NY. PILVI United States EPA. Region It. Water Management Division (2W.M-WPC), Storm Miter start. 'ai Federal Plaza. New York. NY tova. .1. VE. DC. NO A-1. VA. 611V United Slates EPA. Region III. Water Management Division (3WM551. Storm Water Staff. 841 Chestnut Building, Philadelphia. PA 19107. 4. AL. FL. CA. KY. MS. NC SC. TN United States EPA. Region IV. Water Management Division (FPS-3). Storm Water Staff. 345 Courtland Street, N.E. Atlanta. CA 30365. S. IL. IN. MI. MN OH. Wl United States EPA. Region V: Water Quality Branch (SWQP). Storm Water Staff. 77 West Jackson Boulevard. Chicago. 11. 60604. 6. AR. LA. NM (Except See Region iX for Navajo Lands, and See Region Vlll for Ute Mountain Reservation lands). OX TX United States EPA. Region VI. Water Management Division (OW -EA). Storm Water Staff. First Interstate Bank Tower at Fountain Place.1445 Ross Avenue. l2th Floor. Suite 1200. Dallas. TX 75= T IA, KS. MO. NE United States EPA. Region VIL Water Management Division. Compliance Branch. Storm Water Staff. 725 Minnesota Avenue. Kansas City. KS 66101. a CO. MT. ND SD. WY. UT (Except See Region LK forCoshete Reservation and Navajo Reservation Lands) United States EPA. Region VUL Water Management Division. NPDES Branch (SWM-% Storm Water Staff, on loth Street. Denier. CO 60=-2466. Note -For Montana Indian lands please use the following address: United States EPA. Region VIII. Montana Operations Office. Federal Office Building. Drawer 1009Q 3M South Park. Helena. MT 59620-0028. R AZ CA. HL NV. Guam. American SamcQ the Goshute Reservation in UT and NV. the Aliara/o Reservation in LM NM. and AZ the Duck Valley Reservation In NV and ID United States EPA. Region DL Water Management Division (W-64L Storm Water Stan, 75 Hawthorne Street. San Francisco. CA 9410S. 10.: X iD [Except See Region IX for Duck Valley Reservation Lands]. OIL WA United States EPA. Region X. Water Management Division (WD-134L Storm Water Staff. 1200 Sixth Street. Seattle WA96101. Part V1. Standard Permit Conditions .1. Ditty tee (:amply L The pertnitte•.e must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of CWA and is grounds for enforcement action: for permit termination. revocation and reissuance, or modification: or for denial of a permit renewal application. 1 Penalties for Violations of permit Conditions a. Criminal (II. Negligent Violations The CWA provides that any person who negligently violates permit conditions implementing Sections 3M. 30Z, 30& 307. 308. 31& or 405 of the Act Is subject to a fine of not less than $Z.5W nor more than S25.000 per day of violation, or by imprisonment for not more than 1 year. or both. (2). Knowing Violations The CWA provides that any person who knowingly violates permit conditions implementing Sections 3M. 30Z, 306. 307. 30& 31& or 405 of the Act is subject to a fine of not less than:SA00 nor more than SSOA00 per day of violation, or by imprisonment for not more than 3 years. or both. (3). Knowing Endangerment The CWA provides that any person who knowingly violates permit conditions implementing Sections 3M. 302. 305. 307. 308.314 or 405 of the Act and who knows at that time that he is placing another person in imminent danger of death or serious bodily injury Is subject to a fine of not more than $950.OW or by imprisonment for not more than 15 years. or both. (4) False Statement The CWA provides that any person who knowingly makes any false material statement. representation. or certification in any application. record. report. plan. or other document filed or required to be maintained under the Act or who knowingly falsifies. tampers with. or renders inaccurate. any monitoring device or method required to be maintained under the Act. shall upon conviction. be punished by a fine of not more than Siom or by imprisonment for not more than 2 years. or by both. If a conviction is for a violation committed after a first conviction of such person under this paragraph. punishment shalt be by a fine of not more than SMWO per day of violation, or by imprisonment of not more than 4 years. or by both. (See Section 309.c.4 of the Clean Water Act). b. Civil Penalties The CWA provides that any person who violates a Federal Register / Vol. 57. No. 175 / Weednestiay. Septenther 1i wiu. / Notices 41223 P A E 44 U it permit condetiiut implementing Sections .111I.:,,,L,.:,OG.:1t17..1O8. JtH. or 405 of the Act es ruhie(:t to it civil peen:ilty not to r.aceed S'tS.txx) per day for each violation. e..:ielnllllistrrrt►ve Prnultres. The CWA provides that any person who violates a permit condition implementing Sections 301. 302. 306. 307. 308. 318. or 405 of the Act is subject to an administrative penalty. as follows: (11. Class I penalty Not to exceed Si0.000 per violation nor shall the maximum amount exceed S25.000. (2). Class 11 penalty Not to exceed S10.000 per day for each day during which the violation continues nor shall the maximum amount exceed 5125.000. B. Continuation of the Expired Cenerol Permit This permit expires on October 1. 1997. However. an expired general permit continues in force and effect until a new general permit is issued. Permittees must submit a new NOI in accordance with the requirements of Part If of this permit. using a NOI form provided by the Director (or photocopy thereof) between August 1.1997 and September 29.1997 to remain covered under the continued permit after October 1.1997. Facilities that had not obtained coverage under the permit by October 1.1997 cannot become authorized to discharge under the continued permit. C. Need to Halt or Reduce Activity Not a Defense It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. D. Duty to Mitigate determine compliance with this peernut or other infornt.atton. F Other lip Furrruatfill, When the permittee becomes aware that he or she failed to submit any relevant facts or submitted incorrect information in the Notice of Intent or in any other report to the Director. he or she shall promptly submit such facts or information. The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. E. Duty to Provide information The permittee shall furnish to the Director an authorized representative of the Director. a State or local agency approving sediment and erosion plans. grading plans. or storm water management plans: or in the case of a storm water discharge associated with industrial activity which discharges through a municipal separate storm sewer system with an NPOES permit. to the municipal operator of the system. any information which is requested to C. Signatory Requirements All Notices of intent. storm water pollution prevention plans. reports. certifications or information either submitted to the Director or the operator of a large or medium municipal separate storm sewer system. or that this permit requires be maintained by the permittee. shall be signed as follows: 1. All Notices of Intent shall be signed as follows: a. For a corporation: By a responsible corporate officer. For the purpose of this section. a responsible corporate officer means: (1) A president. secretary. treasurer. or vice-president of the corporation in charge of a principal business function. or any other person who performs similar policy or decision - making functions for the corporation: or (2) the manager of one or more manufacturing. production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding SZ5.000.0W (in second-quarter 19W dollars) if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures: b. For a partnership or sole proprietorship: by a general partner or the proprietor. respectively. or c. For a municipality. State. Federal. or other public agency: by either a principal executive officer or ranking elected official. -For purposes of this section. a principal executive officer of a Federal agency includes (1) the chief executive officer of the agency. or (2) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g- Regional Administrators of EPA). Z All reports required by the permit and other information requested by the Director or authorized representative of the Director shall be signed by a person described above or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described above and submitted to the Director. b. The authorization specifies either an individual or a position having responsibility for the overall upermiun of the regulated facility or activity. such .is 1he position of manager. operator. superintendent, or position of equivalent responsibility sir .an individual or position h.tving overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position). c. Changes to authorization. If an authorization under paragraph II.B.3. is no longer accurate because a different ^� operator has responsibility for the overall operation of the construction site. a new notice of intent satisfying the requirements of paragraph ILB must be submitted to the Director prior to or together with any reports. information. or applications to be signed by an authorized representative. d. Certification. Any person signing documents under paragraph VLG shall make the following certification: I certify under penalty of law that this document and all attachments were prepared — under my direction or supervision in accordance with a system designed to assure that qualified personnel property gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system. or those persons directly respogsibte for gathering the information. the information submitted is. to the best army knowledge and belieG true. accurate. and complete. I am aware that then are significant penalties for submitting false information. including the possibility of fine and imprisonment for knowing violations. H. Penalties for Falsification of Reports Section 309(c)(4) of the Clean Water Act provides that any person who ^ knowingly makes any false material statement. representation. or certification in any record or other document submitted or required to be maintained under this permit. including^ reports of compliance or moncomplisnc shall. upon conviction. be punished by r fine of not more than $10.0011 or by imprisonment for not more than 2 years -- or by both. 1. Oil and Hazardous Substance Liability Nothing in this permit shall be — construed to preclude the institution of any legal action or relieve the petmittel from any responsibilities. liabilities. or penalties to which the permittee is or may be subject under section 311 of the CWA or section iota of the Comprehensive Environmental Response. Compensation and Liability _ Act of 19W (CERCLA). /. Property Rights The issuance of this permit does not convey any property rights of any sort" LI 71 41224 Federal Register / Vol. 57. No. 175 / Wednesday. tember 9. 1992 / Notices r� nor any exclusive privilieges. nor does it authorize any injury to private property nor any invasion of personal rights. nor any infringement of Federal. State of local laws or regulations. K. Severobtlity The provisions of this permit are severable. and if any provision of this permit. or the application of any provision of this permit to any . circumstance. is held invalid. the application of such provision to other circumstances. and the remainder of this permit shall not be affected thereby. L Requiring an Individual Permit or on Alternative Cenral Permit I. The Director may require any person authorized by this permit to apply for and/or obtain either an individual NPDES permit or an alternative NPDES general permit. Any Interested person may petition the Director to take action under this paragraph. Where the Director requires a discharger authorized to discharge under this permit to apply for an individual NPDES permit. the Director shall notify the discharger in writing that a permit application is required. This notification shall include a brief statement of the reasons for this decision. an application form. a statement setting a deadline for the discharger to file the application. and a statement that on the effective date of issuance or denial of the individual NPDES permit or the alternative general permit as it applies to the individual permittee. coverage under this general Permit shall automatically terminate. Applications shall be submitted to the appropriate Regional Office indicated in Part V.0 of this permit. The Director may grant additional time to submit the applcation upon request of the applicant. If a discharger falls to submit in a timely manner an individual NPDES Permit application as required by the Director under this paragraph. then the applicability of this permit to the individual NPDES permittee is automatically terminated at the end of the day specified by the Director for application submittal. 2. Any discharger authorized by this permit may request to be excluded from the coverage of this permit by applying for an individual permIL In such cases. the permittee shall submit an individual application in accordance with the requirements of 40 CFR 122.Wc)(1)(til. with reasons supporting the request. to the Director at the address for the appropriate Regional Office indicated in part V.0 of this permit. The request may be granted by issuance of any individual permit or an alternative general if the reasons'eited by the permittee are adequate to support the request. 3. When an individual NPDES permit is issued to a discharger otherwise subject to this permit. or the discharger is authorized to discharge under an alternative NPDES general permit. the applicability of this permit to the individual NPDES permittee is automatically terminated on the effective date of the individual permit or the date of authorization of coverage under the alternative general permit. whichever the case may be. When an individual NPDES permit is denied to an owner or operator otherwise subject to this permit or the owner or operator is denied for coverage under an alternative NPDES general permit. the applicability of this permit to the individual NPDES permittee is automatically terminated on the date of such denial. unless otherwise specified by the Director. M. State/Environmental laws i. Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities. liabilities. or penalties established pursuant to any applicable State law or regulation under authority preserved by section 510 of the Act. 2. No condition of this permit shall release the permittee from any responsibility or requirements under other environmental statutes or regulations. N. Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilitity and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit and with the regnirawnts of storm water Pollution prevention plans. Proper ape. don and maintenance also includes adequate laboratory controls and appropriate quality assurance procedlhres. Proper operation and malateaaact requires the operation of backup or auxillay facilities or similar systemshwAllel by a permittee only when necessary to achieve compliance with the conditions of the permit. O. Inspection and Entry The permittee shall allow the Director or an authorized representative of EPA. the State. or. in the case of a construction site which discharges through a municipal separate storm sewer. an authorized representative of the municipal operator or the separate storm sewer receiving the discharge. upon the presentation of txedentiab and other documents as may be required by law. to: I. Enter upon the permittee's premises where a regulated facility or activity is located or conducted or where records must be kept under the conditions of this permit 2. Have access to and copy at reasonable times. any records that must be kept under the conditions of this permit: and 3. Inspect at reasonable times any facilities or equipment (including monitoring and control equipment). A Permit Actions This permit may be modified. revoked and reissued. or terminated for cause. The fling of a request by the permittee for a permit modification. revocation and reissuance. or termination or a notification of planned changes or anticipated noncompliance does not stay any permit condition. Part VII. Reopener Clause A. if there is evidence indicating potential or realized impacts on water quality due to any storm water discharge associated with industrial activity covered by this permit. the discharger may be required to obtain individual permit or an alternative general permit In accordance with Part LC of this permit or the permit may be modified to include different limitations and/or requirements. B. Permit modification or revocation will be conducted according to 40 CFR 11?_82.122M.12M and 1t CL Part V13L Termination of Coverage A. Notice of Termination Where a site has been finally stabilized and all storm water discharges from construction activities that are authorised by this permit are eliminated. or where the operator of all storm water discharges at a facility changes. the operator of the facility may submit a Notice of Termination that Is signed In accordance with Part VLC of this permit. The Notice of Termination shall include the following information: 1. The mailing address of the construction site for which the notification is submitted. Where a mailing address for the site is not available. the location of the approximate center of the site must be described in terms of the latitude and longitude to the nearest 15 seconds. or the section. township and range to the nearest quarter section: 2. The name. address and telephone number of the operator addressed by the Notice! of Termination: I I P 1� a u Cl [1 Federal Register / Vol. 57. No. 175 / Wednesday. September 9. 1992 / Notices 41225 9. The NPDES permit number for the sinrm water discharge identified by the Notice of Termination: 4. An indication of whether the storm water discharges associated with . industrial activity have been eliminated or the operator of the discharges has changed: and S. The following certification signed in accordance with Part VI.0 (signatory requirements) of this permit: 1 certify under penalty of law that all storm water discharges associated with industrial activity from the identified facility that are authorized by an NPDES general permit have been eliminated or that I am no longer the operator of the facility or construction site. I understand that by submitting this notice of termination. l am no longer authorized to discharge storm water associated with industrial activity under this general permit. and that discharging pollutants in storm water associated with industrial activity to waters of the United States is unlawful under the Clean Water Act where the discharge is not authorized by a NPDES permit. I also understand that the submittal of this notice of termination does not release an operator from liability for any violations of this permit or the Clean Water Act. For the purposes of this certification. elimination of storm, water discharges associated with industrial activity means that all disturbed soils at the identified facility have been finally stabilized and temporary erosion and sediment control measures have been removed or will be removed at an appropriate time. or that all storm water discharges associated with construction activities from the identified site that are authorized by a NPOES general permit have otherwise been eliminated. B. Addresses All Notices of Termination are to be sent. using the form provided by the Director (or a photocopy thereof} s to the following address: Storm Water Notice of Termination. PO Box ILM Newington. VA 22122- Part OL Definitions Best Management Practices ("BMPs") means schedules of activities. prohibitions of practices, maintenance procedures. and other management practices to prevent or reduce the pollution of waters of the United States. BMPs also include treatment requirements. operating procedure& and practices to control plant site runoff. spillage or leaks. sludge or waste disposal. or drainage from raw material storage. Commencement of Construction —The initial disturbance of soils associated A copy of the approved Wff form is provided in Appendix 0 of this mute. with clearing. grading. or excavating activities or other construction activities. CWA means the Clean Water Act or the Federal Water Pollution Control Act. Dedicated portable asphalt plant —A portable asphalt plant that is located on or contiguous to a construction site and that provides asphalt only to the construction site that the plant is located on or adjacent to. The term dedicated portable asphalt plant does not include facilities that are subject to the asphalt emulsion effluent limitation guideline at 40 CFR 443. Dedicated portable concrete plant —A portable concrete plant that is located on or contiguous to a construction site and that provides concrete only to the construction site that the plant is located on or adjacent to. Director means the Regional Administrator of the Environmental Protection Agency or an authorized representative. Final Stabilization means that all soil disturbing activities at the site have been cotrlpleted. and that a uniform perennial vegetative cover with a density of 70% of the cover for unpaved areas and areas not covered by permanent structures has been established or equivalent permanent stabilization measures (such as the use of rfprap. gabions. or geotextiles) have been employed. Flow -weighted composite sample means a composite sample consisting of a mixture of aliquots collected at a constant time Interval. where the volume of each aliquot is proportional to the flow rate of the discharge. Latye and Medium municipal separate st wm sewer system means all municipal separate storm sewers that are either. (i) Located in an incorporated place (city) with a population of 100.OW or more as determined by the latest Decennial Census by the Bureau of Census (these cities are listed in Appendices F and G of 40 CFR part 1=t or (ti) located in the counties with unincorporated urbanized populations of 100.000 or more. except municipal separate storm sewers that are located In the incorporated places. townships or towns within such counties (these counties are listed in appendices H and I of 40 CFR part 122): or (iif) owned or operated by a municipality other than those described in paragraph (1) or (Ill and that are designated by the Director as part of the large or medium municipal separate storm sewer system. NOI means notice of intent to be covered by this permit (see Part 11 of this permit.) NOT means notice of termination (see Part ViIl of this permit). Point Source means any discernible, confined. and discrete conveyance. including but not limited to. any pipe. ditch. channel. tunnel. conduit. well. discrete fissure. container. rolling stock. concentrated animal feeding operation. landfill leachate collection system. vessel or other floating craft from which pollutants are or may be discharges. This term does not include return flows from irrigated agriculture or agricultural storm water runoff. Runoff coefficient means the fraction of total rainfall that will appear at the conveyance as runoff. Storm Water means storm water runoff snow melt runoff. and surface runoff and drainage. Storm Water Associated with Industrial Activity means the discharge from any conveyance which is used for collecting and conveying storm water and which is directly related to manufacturing. processing or raw materials storage areas at an industrial plant. The term does not include discharges from facilities or activities excluded from the NPDES program. For the categories of industries identified in paragraphs (i) through (x) of this definition. the term includes. but is not limited to. storm water discharges from industrial plant yards: immediate access roads and call lines used or traveled by carriers of raw material& manufactured products. waste material. or by-products used or created by the facility. material handling sites: refuse sites: sites used for the application or disposal of process waste waters (as defined at 40 CFR =t sites used for the storage and maintenance of material henming equipment: sites used for residual treatment. storage. or disposak shipping - and receiving areas: manufaCtinin b diar storage areas (ind� tank farms) for raw material& and intermediate and finished prodads: and areas where Industrial activity has taken place is the past and sigfsificant materials remain and are exposed to storm water. For the eategorks of industries identified in paragraph (xi) of this definition. the term includes only storm water discharges from all areas (except access roads and rail lines) listed in the previous sentence when material handling equipment or activities. raw materials. intermediate products, final products. waste materials. by-products. or industrial machinery are exposed to storm water. For the purposes of this paragraph. material handling activities include the: storage. loading and unloading. transportation. or conveyance of any raw material. intermediate product. finished product. by-product or waste 4 41226 Federal Register / Vul. 57. No. 175 / Wednestlay. StmiL-nilv•r u iciwt i I r7 pnachict.'11tce term excludes areas Inv111ved in the recycling arc subpect to the ebb and flow of the lrac:alecl on plant lands separate, from the of materials. including metal scrap lute: plant's indusirt.cl activities. such as yards. battery reclacmers. salvage yards. (b) All inlergt• t office buildings .end .accompanying parking lots as long as the drainage from the excluded areas is not mixed with storm water drained (rum the above described areas. Industrial facilities (including industrial facilities that are Federally. State or municipally owned or operated that meet the description of the facilities listed in this paragraph (i)-(xi) of this definition) include those facilities designated under 122.28(a)(1)(v). The following categories of facilities are considered to be engaging in "industrial activity" for purposes of this subsection: (I) Facilities subject to storm water effluent limitations guidelines. new source performance standards. or toxic Pollutant effluent standards under 40 CFR subchapter N (except facilities with toxic pollutant effluent standards which are exempted under category (xi) of this definition): (III Facilities classified as Standard Industrial Classifications 24 (except 2434). 28 (except 265 and 287). 28 (except 283). 29. 311. 32 (except 323). 33. 3441. 373: (III) Facilities classified as Standard Industrial Classifications 10 through 14 (mineral industry) including active or Inactive mining operations (except for areas of coal mining operations no longer meeting the definition of a reclamation area under 40 CFR 434.11(i) because the performance bond issued to the facility by the appropriate SMCRA authority has been released. or except for areas of non -coal mining operations which have been released from applicable State or Federal reclamation requirements after December 17.1990) and oil and gas exploration. production. Processing, or treatment operation& or transmission facilities that discharge storm water contaminated by contact with or that has come into contact with. any overburden. raw material. intermediate products, finished product& byproducts or waste products located on the site of such operations: Inactive mining operations are mining sites that are not being actively mined, but which have an identifiable owner/ operator. (iv) Hazardous waste treatment. storage. or disposal facilities. including those that are operating under interim status or a permit under Subtitle C of RCRA: (v) Landfills. land application sites. and open dumps that have received any industrial wastes (waste that is received from any of the facilities described under this subsection) including those that are subject to regulation under Subtitle D of RCRA: .a a waters. including .and automobile junkyards. including but interstate "wetlands": limited to those classified as Standard Industrial Classification 5015 and 5093. (vii) Steam electric power generating facilities. including coal handling sites: (viii) Transportation facilities classified as Standard Industrial Classifications 40.41. 42 (except 4221- 25). 43.44.45 and 5171 which have vehicle maintenance shops. equipment cleaning operations. or airport deicing operations. Only those portions of the facility that are either involved in vehicle maintenance (including vehicle rehabilitation. mechanical repairs. painting. fueling. and lubrication). equipment cleaning operations. airport deicing operations. or which are otherwise Identified under paragraphs (i)-(vii) or (Ix) -(xi) of this subsection are associated with industrial activity: (ix) Treatment works treating domestic sewage or any other sewage sludge or wastewater treatment device or system. used in the storage treatment. recycling. and reclamation of municipal or domestic sewage. including )and dedicated to the disposal of sewage sludge that are located within the confines of the facility. with a design flow of 1.0 mgd or more. or required to have an approved pretreatment program under 40 CFR 403. Not included are farm lands. domestic gardens or lands used for sludge management where sludge Is beneficially reused and which are not physically located In the confines of the facility. or areas that are in compliance with 40 CFR SM: (x) Construction activity including clearin& grading and excavation activities except: operations that result in the disturbance of less than five acres of total land area which are not part of a ulrger common plan of development or e. (xi) Facilities under Standard Industrial Classifications 20.21.2Z 23. 2434. = 285. 267. V. 283. 285. 30. 32 (except 311). 323.34 (except 3441L 35. 38. 37 (except 373). 38.39.4221-25. (and which are not otherwise included within categories (i)-(x)).• Waters of the United States means: (a) All waters which are currently used. were used in the past. or may be susceptible to use In interstate or foreign commerce. including all waters which ' Oa )une +. t"Z the united Starts Court of Appeals for the Ninth Circuit remanded die endusaw for oatufactuting facilities in eate;ory lief retards do aw tuve cnatenals or acttegies eaposed to stores crater to the EPA for further rvlea-king- (Nos. vD--m7i and 91-70=1. Ic) All other waters such as interstate lakes. rivers. streams (including intermittent streams). mudflats. sandflats. wetlands. sloughs. praire potholes. wet meadows. playa lakes. or natural ponds the use. degradation. or destruction of which would affect or could affect interstate or foreign commerce including any such waters: (11 Which are or could be used by interstate or foreign travelers for recreational or other purposes: (2) From which fish or shellfish are or could be taken and sold In interstate or foreign commerce: or (3) Which are used or could be used for industrial purposes by industries in interstate commerce. (d) All impoundments of waters otherwise defined as waters of the United States under this definition: (e) Tributaries of waters identified in paragraphs (a) through (d) of this definition: (n The territorial sea: and (g) Wetlands adjacent to waters (other than waters that are themselves wetlands) identified In paragraphs (a) through (f) of this definition. Waste treatment systems. including treatment ponds or lagoons designed to meet the requirements of CWA are not waters of the United States. Put X. State Specific Conditions The provisions of this Part provide modifications or additions to the applicable conditions of Parts I through IX of this permit to reflect specific additional conditions Identified as part of the State section 4M certification proses& The additional revisions and requirements listed below are set forth In connection with particular State. Indian lands and Federal facilities and only apply to the States. Inman lands and Federal facilities specifically referenced. Region U A. Puerto Rico. Puerto Rico 40i certification special permit conditions revise the permit as follows: 1. Part LA of the permit is revised to read as follows: Part L Coverage Under This Permit A. Permit Area. The permit coven all areas administered by EPA Region 2 In the Commonwealth of Puerto Rico. 2. Part III of the permit are revised to read as follows: I I I I I I Federal Register / Vol. 37. No. 175 / Wednesday. September 4, t4112 / Notices 41227 Part Ill. Special Conditions. Management Practices. Commonwealth Special Conditions, and Narrative Effluent Limitations. C. Commonwealth Special Conditions 1. Prior to the construction of any treatment system of waters compose entirely of storm water. the permittee shall obtain the approval of the engineering report. plans and specifications from the Environment Quality Board (EQB) of Puerto Rico. 2. The permittee shall submit to EQB with copy to the Regional Office the following information regarding its storm water discharge(s) associated with industrial activity: The number of storm water discharges associated with industrial activity covered by this permit and a drawing indicating the drainage area of each storm water outfalls: a. For construction activities that have begun on or before October 1.199L the permittee Is required to submit the information listed above no later than November 15.1992. b. For construction activities that have begun after October 1.199Z the permittee is required to submit the information listed above within forty five (4S) days of submission of the NO[. D. Narrative Effluent Limitations i. All discharges covered by this Permit shall be free of oil sheen at all times. 2. The storm water discharges associated with industrial activity from construction activities covered by this permit will not cause violation to the applicable water quality standards. 3. Part IV of the permit is revised to read as follows: Part IV. Storm Water Pollution Prevention Plans A. Deadlines for Plan Preparation and Compliance The plan shall: 1. Be completed prior to the submittal of an NO[ to be covered under this permit and updated as appropriate: 2. For construction activities that have begun on or before October 1.1992. the plan shall provide for compliance with the terms and schedule of the plan beginning on October 1.1992.On or before November 1.1992. the permittee shall submit to EQB with copy to the Regional Office. a certification stating that the Plan has been developed and implemented in accordance with the requirements established in this permit. The certification should he signed by the person who fulfills the signatory requirements in iccordanc:e with Part VI.0 of this permit. J. For construction activities that have begun after October t. 1992. the plan shall provide for compliance with the terms and schedule of the plan beginning with the initiation of construction activities. Within thirty (301 days of submission of the NOt. the permittee shall submit to EQB with copy to the Regional Office. a certification stating that the Plan has been developed and implemented in accordance with the requirements established in this permit. This certification should be signed by the person who fulfills the signatory requirements in accordance with Part VI.G of this permit. C. Keeping Plans Current. The permittee shall amend the plan whenever there is a change in design. construction. operation. or maintenance. which has a significant effect on the potential for the discharge of pollutants to the waters of the United States and which has not otherwise been addressed in the plan or if the storm water pollution prevention plan proves to be. ineffective in eliminating or significantly minimizing pollutants from sources identified under Part IV.D2 of this permit. or in otherwise achieving the general objectives of controlling pollutants in storm water discharges . associated with industrial activity. Amendments to the plan may be reviewed by EPA in the same manner as Part IV.B above. If events have occurred which require the modification of the Plan. the engineer who performs the corresponding revision must submit to EQB with copy to the Regional Office. a certification stating the modifications performed to the plan. As soon as the modifications performed to the Plan are Implemented. the person who fulfills the signatory requirements in accordance with Part VLG of this permit shall submit to EQB with copy to the Regional Office. a certification stating that the modifications of the Plan have been implemented D. Contents of Plan 2. Controls. d. Approved State or Local Plans (4) Compliance with the Plan requirements does not relieve the permittee of his responsibility to comply with the provisions of the Sediment ind Erurnin Control Plan 111Ian CFST. as referred to in Spanishl required by EQB. 4. Part VI.N of the permit is revised to read ,is follows: Part VI. Standard Permit Conditions N. Proper Operation and Maintenance. The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit and with the requirements of storm water pollution prevention plans. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. Proper operation and maintenance requires the operation of backup or auxiliary facilities or similar systems. installed by a permittee only when necessary to achieve compliance with the conditions of the permit. Also. proper operation and maintenance includes. but is not limited to. the effective performance based on designed facility removals. adequate funding. effective management. qualified operator staffing. adequate trainin& adequate laboratory and process controls including appropriate quality assurance procedures. Region Vlll B. Colorado (Federal facilities and Indian lands/. There are no special conditions pursuant to Colorado 401 certification In this permit for storm water discharges associated with industrial activity from construction activities located on Indian lands in Colorado. Colorado 401 certification special permit conditions for storm water discharges associated with industrial activity from construction activities from Federal facilities is revised as follows: 1. Part LA of the permit is revised to read as follows: Part [. Coverage Under This Permit A. Permit Area. The permit coven all Federal Facilities and Indian Lands administered by EPA Region a in the State of Colorado. 2. Part III of the permit is revised to read as follows: Part Ill. Special Conditions A. Prohibition on non -storm water discharges. F41228 F 0 Federal Register / Vol. 5' I+• T'ha f(Illuwinq non -storm water discharge's may be authorized by this Permit providet' the non -storm water component of the discharge is in compliance with paragraph IV.D.S: Discharges from fire fighting activities. fire hydrant llushings: waters used to wash vehicles or control dust in accordance with Part IV.0.2.c.(2): Potable water sources including waterline flushings: irrigation drainage: routine external building washdown which does not use detergents or other compounds: pavement washwaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents are not used: air conditioning condensate that has not been contaminated by Industrial activity and no chemicals have been added to it: naturally occurring springs which have not been altered by the industrial activity: uncontaminated ground water and foundation or footing drains where flows are not contaminated with process materials such as solvents. B. Releases in Excess of Reportable Quantities 1. • b. The permittee shall submit within 14 calendar days of knowledge of the release a written description of. the release (including the type and estimate of the amount of material released). the date that such release occurred. the circumstances leading to the release. and steps to be taken to accordance with paragraph UM-3 of this permit to the appropriate EPA Regional Office at the address provided in Part V.0 (addresses) of this permit and to the Colorado Water Quality Control Division at the following address: Colorado Department Health. of Water Quality Control Division. 4300 Cherry Creek Drive South. Denver. Colorado M=-1530. Attention: Permits and Enforcement. 3. Part IV.8.2 of the permit is revised to read as follows: Part IV. Storm Water Pollution Prevention Plans B. Signature and Plan Review ("" 2 The Permittee shall make plans available upon request to the Director. No..175 / Wednesday. September 9. 1992 / Notices or .authorized representative. or in the erase of a storm water discharge .associated with industrial activity whit discharges through a municipal separate storm sewer system. to the operator of the municipal system. Federal Facilities located on non -Indian lands in Colorado shall make plans available upon request to the Colorado Water Quality Control Division. 4. Part VILA of the permit is revised to read as follows: Part VII. Reopener Clause A. If then is evidence indicating potential or realized impacts on water quality due to any storm water discharge associated with industrial activity covered by this permit. the discharger may be required to obtain Individual permit or an alternative general permit In accordance with part LC of this permit or the permit may be modified to include different limitations and/or requirements. If EPA develops new regulations which specifically Impact storm water permit requirements or there is a change in statute which Imposes additional requirement, this permit may be reopened and modified (following administrative procedures) to Include the appropriate requirements. Region IX C. Arizona. Arizona 401 certification special permit conditions revise the permit as follows: i. Part LA of the permit is revised to read as follows: Part L Coverage Under This permit A. Permit Aneo. The permit covers all areas administered by EPA Region 9 in the State of Arizona. excluding all Indian lands. 2. Part U of the permit is revised to read as follows: Part ill. Notice of Intent Requirements F. Special NOI Requirements for the State of Arizona. NOIs shall also be submitted to the State of Arizona Department of Environmental Quality at the following address: Storm Water Coordinator. Arizona Department of Environmental Quality P.O. Box WM Phoenix. Arizona a5001-MM. NOIs submitted to the State of Arizona shall include the well registration number if storm water associated with industrial activity is discharged to a dry well or in iniecti— well.on 3. Part III of the permit is revised to read is follows: Part IIL Special Conditions C. Compliance with Water Quality Standards of the State of Arizona. Discharges authorized by this permit shall not cause or contribute to a violation of any applicable water qualit, standards of the State of Arizona (A.G. Rule No. R92-006). 4. Part VIII of the permit is revised to read as follows: Part VIII. Termination of Coverage Stateial fArizona NOT$ shall also be e submitted to the State of Arizona Department of Environmental Quality at the following address: Storm Water Coordinator. Arizona Department of Environmental Quality. P.O. Box 600. Phoenix. Arizona a5001- 0000. 5. The following definition has been added to Part IX of the permit: Part IX. Definitions Significant sources of non -storm water includes. but is not limited to: Discharges which could cause or contribute to violations of water quality standards of the State of Arizona. and s which could include releas" of osdhill or hhazardo s su stances in excess reportableof under section 311 of the Clean WatersAct (see 4o CFR 110.10 and 40 CFR 11721) or section 102 Of CERCLA (see 4o CFR 30Z4). Region X D. Alaska Alaska 401 certification special permit conditions revise the permit as follows: i. Part LA of the permit Is revised to read as follows: Para L Coverage Under This permit A. Permit Area. The permit covers a!I areas administered by EPA Region 10 in the State of Alaska. • 2. Part Q.0 of the permit is revised to read as follows: Part M Notice of Intent Requirements F 1 Ll 4 y q Ll :1 :1 Federal Register / Vol. 57. No. 175 / Weeitlesel.ty. Septe ether 9. 144P_ / Notices 41229 C. Wherrt- to Submit. k appropriate State regional office (see section ILC for addresser: 1 I'art La of thy: p�rrmit is n v�sed to read .1% follows: • 3. A copy of initial Notice of latent (NOI), any NO[ fur'the continuation of 4. Part IV.D.4 of the permit is revised Part 1. Coverage Ender This Permit A.P.'rrn,t : I reeef. The permit rivers Al the general permit. and any Notice of to Bead its follows: Federal Facilities administered by EPA Termination shall be submitted to the Part IV. Storm Water Pollution Region 10 in the State of Washington. appropriate State regional office. Prevention Plans attention Storm Water Coordinator. as 2. Part II( of the permit is revised to follows: Alaska Department of Environmental D. Contents of Plan. read as follows: Conservation. Northern Regional 4. Inspections. Qualified personnel Part III. Special Conditions Office.1001 Noble Street. suite 350. (provided by the discharger) shall 701 (907) 452- IFth Fairbanks. Alasa 99 1714. Fax: 451-2167. inspect disturbed areas o e construction site that have not been C. Washin ton State Standards 8 Alaska Department of Environmental finally stabilized. areas used for storage I. This permit does not authorize the Conservation. Southeastern Regional of materials that are exposed to violation of ground water standards Office. 410 W. Willoughby. suite 105. precipitation, structural control (Chapter 173-200 WAC). surface water Juneau. Alaska 9980i. (907) 465-5350. measures. and locations where vehicles standards (Chapter 173-201 WAC). or Fax: 485-5362. enter or exit the site at least once every sediment management standards Alaska Department of Environmental seven calendar days and within 24 (Chapter 173-204 WAC) of the State of Conservation. Southcentral Regional Office. 3801 •'C" Street. suite 1334. hours of the end of a storm that Is 0.5 inches or greater. Where sites have been Washington. The point of compliance with surface water standards shall be Anchorage. Alaska 99503. (907) 583- finally stabilized. or during seasonal and periods to arid areas (areas with an determined after consideration of the assignment of a dilution zone as allowed 6529. Fax: 582-4025. Alaska Department of Environmental average annual rainfall of 0 to !0 inches) and semi -arid areas (areas with an under Chapter 173-201 WAC. The point of compliance with ground water p Conservation. Pipeline Corridor Regional Office. 412 W. 4th Ave.. suite average annual rainfall of 10 to 20 standards shall be determined by 27 Anchorage. Alaska 99502. (907) inches) such inspection shall be conducted at least once every month. applying the provisions of Chapter 173- 200 WAC. The point of compliance with Fax: ZTo . With Monthly Inspections shall be conducted sediment management standards shall the State. a brief t the 4. With the 4. for areas finally until a Notice of be determined in accordance with the c description of the activities to be Termination (NOT) has been submitted Chapter 173-204 WAC. covered shall be submitted. This shall be on a single sheet and shall describe for the area. & 0 0 • 2. Diversion of storm water discharges the area to be disturbed to the nearest a - E. Idaho. Idaho 4M certification to ground water from existing discharges to surface water shall not be acre. the primary pollutants expected special permit conditions revise the authorized by this permit if this causes a from the activities and the type of permit as follows: violation or the potential for violation of treatment to be provided. i, PartI.A of the permit is revised to ground water standards (Chapter 173- • read as follows: 200 WAC). Such discharges below the 3. Part M.B.i.b is revised to read as . follows• Part I. Coverage Under This Permit surface of the ground an also regulated _ by the Underground Injection Control Part QI. Special Conditions. eA.a Pad it Area. The permit covers all areas administered by EPA Region ILO in Program (Chapter 173-213 WAC). 3. Washington Department of Ecology me Managent Practices. and Other Non- �� NUmltations the State of Idaho. (WDOE) is currently developing a . 2. Pant III of the permit is revised to **Storm water Pollution Prevention Plan" which will require facilities to B. Releases is excess of Reportable read as follows: assess the potential of their storm water Quantities. i. Part Ill. Special Conditions discharges to violate theWashington State surface water. ground or b. The ermittee shall submit within 14 calendar days of knowledge of the 0 C. All storm water shall be treated and disposed of in such a manner that sediment management standards. Those discharges with a high potential to violate standards will be required to release a written description of: the the and water standards of Idaho are ground violated- Such standards are develop and implement a monitoring release (includingthe and estimate of the amount aterial r+el leased). the not specified in Section 102299 of the .Idaho Water Quality Standards and program. issuance of the "Stoma Water date that such release occurred. the circumstances leading to the release. Wastewater Treatment Requirements." Pollution Prevention Plan" by WDOE. EPA may reopen this permit to require -- and steps to be takes in accordance with Part IIiB.3 of this permit to the F. Washington (Federal facilities and facilities to assess their storm water discharges and to require additional appropriate EPA Regional Office at the address provided in Part V.0 Indian lands!. Washington 4 01 certification special permit conditions monitoring. (addresses) of this permit and to the revise the permit as follows: aeu'"° coot 4seio-so-+t IO� United States Enw=f ental Proteckn Agway WSSNnnppton DC 204W (EN•336) Otbcial Business Penahy For Private Use =300 Appendix 2 Contractor's Affidavit On Closing Job FCONTRACTOR'S AFFIDAVIT ON CLOSING JOB STATE OF TEXAS COUNTY OF LUBBOCK Before me, a Notary Public in and for Lubbock County, Texas, on this day personally appeared who being by me duly sworn, upon oath says: do represent to the City of Lubbock and solemnly swear that I executed a contract with the City of Lubbock, said contract being dated for , under and that the work and contract as een completed according to the plans and specifications pertaining to the project and that all labor, materials, supplies and other cost including equipment, rental and hire, and all expense items incurred in connection with said project have been paid in full; that all liens and rights to fix liens against any part of said project or the moneys, bonds, or warrants due the contractor, have been satisfied by payment to the claimant, his authorized agent or attorney, and full release of all recorded liens or claims have been secured by settlement and duly filed of record with the County Clerk of Lubbock County. I further represent and affirm that all Federal, State and Municipal laws were substantially complied with by me in doing and carrying out the job and project herein referred'to and that I paid applicable scale of wages, and this affidavit is made to secure payment from the City of Lubbock to me of the full and final moneys due me under this contract. Witness my hand this day of Attest: Subscribed and sworn to before me this the day of Notary Public in and for Lubbock County, Texas Appendix 3 Soil Test Report F TERRA ENGINEERS, INC. 5208 - 34TH STREET P.O. BOX 16605 - WBBOCK TEXAS 79490-66M5 - (806) 793-4767 - FAX (8)6) 793-4768 August 5, 1997 City of Lubbock Office of Water Utilities Engineering PO Box 2000 Lubbock, Texas 79457 Attn.: Mr. Mike Gilliland, P. E. Re: Geotechnical Investigation for the proposed Sanitary Sewer Line along 98ei Street between slide Road and Frankford Avenue, Lubbock, TX : Additional Data Dear Mr. Gilliland: We have submitted the soil investigation report (STR No. 1301) for the above referenced project. Based on your telephone request of July 21, 1997, we are providing additional data on the bearing capacity of the soil at locations where the test holes were drilled (see Figure 1 in STR 1301). Most of the holes were drilled through a hard caliche (soft cemented rock) stratum and our drillers were able to drill through with some moderate difficulty. An allowable bearing value of 5000 psf is recommended for the last 5 feet of strata (caliche rock/cemented soil) at each location where the test holes were drilled. If the soil strata in between the test holes vary from the indicated soil stratification, please call us for additional investigation appropriate recommendations. The above recommended bearing value is not applicable if the soil is over excavated and back -filled without proper compaction of the soil. If the soil is over excavated, the back fill material shall be compacted to a dry density of at least 95% of the dry density obtained by the standard compaction test ASTM D-698. The soil shall be placed and compacted in 9 inch layers and each new layer shall be placed only after the previous layer has been compacted, tested and approved by a Geotechnical Engineer. We appreciate the opportunity to be of service to you on this project. If we may answer any questions or be of any additional assistance, please call us. Sincerely, TERRA ENGINEERS, INC. C. V. G. Vallabhan, Ph.D., P.E. Consulting Geotechnical Engineer SOIL INVESTIGATION - MATERIAL TESTING - ENVIRONMENTAL SERVICES - PROFESSIONAL ENGINEERING SERVICES - NDT �1 i STR 1301 SOIL INVESTIGATION Proposed Sanitary Sewer Line Along 981h Street between Slide Rd. & Frankford Ave. Lubbock, Texas PREPARED FOR Mr. Mike Gilliland, P. E. City of Lubbock Office of Water Utilities Engineering Lubbock, Texas 79457 July 8. 1997 TERRA ENGINEERS, INC. LUBBOCK • MIDLAND HO: $208 341h STREET . P.O. BOX 16606 • LUBBOCK 0 TEXAS 79490-6605 • (806) 793 4767 0 FAX (806) 793 4768 BRANCH OFFICE: 2700 FM 307 • MIDLAND • TEXAS 79706 a (915) 6841191 0 FAX (915) 684-1192 TERRA ENGINEERS, INC. 5208 - 34TH STREE- P.O. BOX 16605 • LUBBOCK, TEXAS 79490-6605 • (806) 793-4767 • FAX (806) 793-4768 Julv 8. 1997 Cite of Lubbock Office of Water Utilities Engineering PO Box 2000 Lubbock. Texas 79457 Ann.: Mr. Mike Gilliland, P. E. Re: Geotechnical Investigation for the proposed Sanitary Sever Line along 98"' Street between slide Road and Frankford Avenue. Lubbock. TX Dear Mr. Gilliland: Submitted herein is STR No. 1301 on the soil investigation for the above referenced project. Included in this report are our test results and analysis. We appreciate the opportunity to be of service to you on this project. If we may answer any questions or be of any additional assistance. please call us. Sincerely. TERRA ENGINEERS, INC. i Alit "AF Govindan. Ph.D. 01 General Manager. Operations AJ/ld SOIL INVESTIGATION • MATERIAL TESTING • ENVIRONMENTAL SERVICES • PROFESSIONAL ENGINEERING SERVICES • ND? A SOIL INVESTIGATION Sanitary Sewer Line Along South Row of 98`h Street Between Slide Road and Frankford Avenue Lubbock, Texas 1.0 INTRODUCTION This report contains the results of the soil investigation recently done for the proposed Sanitary Sewer Line along south Row of 981h Street between Slide Road and Frank -ford Avenue. Lubbock, Texas. This investigation was conducted according to the instructions from Mr. Mike Gilliland. P. E.. Water Utilities Engineering, City of Lubbock. Lubbock, Texas. The objectives of this investigation were to conduct subsurface exploration. field testing and laboratory testing for soil classification. Atterberg limits and other laboratory tests as required by the client. 2.0 EXPLORATION, SAMPLING AND FIELD TESTING At the request of the client, the sub -surface conditions were explored by six (b) test holes that were drilled to a depths between 35.0 and 45.0 ft. at locations sho«n in the boring location plan (Figure 1). TERRA ENGINEERS, INC. LUBBOCK . MIDLAND STR 1301 2 7/8/97 The drilling was performed using CME-75 Drilling Rig with hollow stem augers in order to secure reliable data on the natural moisture content of the soil and ground water. if any. Standard penetration tests were made at depths of 2.5, 5.0 and 5.0 feet thereafter. The number of blows per foot of the split spoon sampler (in 6 inch increment) are shown in the boring logs and in Fi`_ure 2. The sampling was performed in accordance with the ASTM D-1586. The changes in soil strata as observed during drilling operations were carefully determined and are shown in the boring logs. all soil samples were kept in moisture - proof plastic bags to preserve the in -situ moisture content, identified by the hole number and the depth of the hole. and transported to the laboratory for additional tests and evaluation. The boring was monitored during and immediately after drilling for the presence and level of groundwater. Water table was not observed in any of the test holes. 3.0 LABORATORY TESTING All samples have been classified following the procedures outlined in ASTM D - 2487 based on the Unified Soil Classification System. Soils are described in the boring logs using the methods prescribed in ASTM D-2488, using a Munsell Soil Color Chart, published by Macbeth Division of Kollmorgen Corporation, Baltimore, Maryland, 1975 edition. Soil samples which indicated maximum plasticity characteristics were selected and Atterberg Limit tests were performed on these samples according to procedures outlined in ASTM D-4318. Percentage by weight of material passing sieve # 200 were TERRA ENGINEER5, INC. LUBBOCK . MIDLAND STR 1301 3 7/8/97 determined by ASPNI D-1140 for the same samples. Moisture content for all samples were determined by the procedures outlined in ASTM D-2216. All soil samples that have been collected with reference to this project will be stored for a period of six (6) months from the date when this report is submitted. The samples will be discarded after this time period, unless we are instructed otherwise. 4.0 GENERAL SOILS AND DESIGN CONDITIONS 4.1 Site Description The site is along the south row of 98`h Street between Slide Road and Frank -ford Avenue. Most of the area is covered with grass and some weeds. To the north side is the 98`h Street and, to the south is the cotton field. 4.2 Description of Soils All six (6) test holes were drilled through existing natural soil. in the first 4 holes. the top soil is a dark brown silty sand (SM) which is nonplastic. In holes #5 and #6. the top soils are clayey sand (SC) and sandy lean clay (CL). Further below, there are layers of soil that are either clayey sand (SC) or lean sandy clay (CL). In all holes except hole 01. at the bottom f the holes, there are layers of silty sand cemented with hard caliche rock pieces. The plasticity index of these clayey sands and sandy clays vary between 8 and 26. Soils that have plasticity index greater than 15 are considered to have expansive characteristics and soils with plasticity index greater than 20 is eery expansive. In all holes, the soil strata are classified as clayey sand, sandy clay or silty sand, however, some of the soils are cemented with hard caliche rock pieces, that they behave like cemented TERRA ENGINEERS, INC. LUBBOCK . MIDLAND STR 1301 4 7/8197 rocks than soils. We perform Standard Penetration Tests at various depths. the details of the soil layers and their N-values are given in the boring logs from which one can judge the relative strength of the soil lavers. The standard penetration tests indicate the hardness of the soil to penetration of the split spoon sampler. Any time the N-values (blo% s/foot) are larger than 50. the soil has to be considered hard and excavation through these hard rocky soils can be rather difficult than normal. Drillers or trench excavators have to establish the hardness of these soils by consultation with respective experts on the subject. 5.0 CONSTRUCTION CRITERIA 5.1 Site Drainage Because of the presence of clays with moderate to high swelling characteristics and since the soil is in a relatively dry condition, it is recommended to provide adequate drainage in the area. 5.2 Quality Control Construction inspection and quality control tests shall be planned and scheduled to verify materials and placement in accordance with the specifications. Subgrade preparation, field density tests, shall be monitored and recorded. - Terra Engineers, Inc. would be pleased to provide these services and can also assist with construction inspection. planning and scheduling. TERRA ENGINEERS, IN(;. LU6$OCK . MIDLAND r STR 1301 5 7/8/97 6.0 LIMITATIONS Every effort has been made to accurately evaluate the subsurface conditions at the above referenced site in accordance with the standard engineering principles and practices. No other warranty or guarantee, expressed or implied, is made other than that the work was performed in a proper and workmanlike manner. However, it must be recognized that boulders or gravel of sizes larger than 1.5 inches cannot be retrieved by the SPT sampling tube. The conclusions reached in this report are exclusively for engineering design and were based on the field tests and results of laboratory tests conducted on samples recovered from six (6) test holes drilled to a depth specified by the client. Further, the recommendations presented herein are based on analyses which presume the conditions of soil properties in the areas between the borings to have a reasonably uniform variation as revealed by the exploratory borings. Consequently, careful observations must be made during construction to detect significant deviations of actual conditions throughout the construction area from those inferred from the exploratory boring. Should any unusual conditions be encountered during construction, this office should be notified immediately so that further investigations and supplemental recommendations can be made to modified to suit the new existing conditions. Due to changes in the current technology, changes to the project site conditions, changes in project specification etc.. this report and the recommendations made in here shall be outdated with in a period of one (1) year from the date of the report. We strongly recommend that the client should contact Terra Engineers, Inc. to determine whether this report is valid after the expiration of the above mentioned time period. TERRA ENGINEERS, INC. LUBBOCK . MIDLAND STR 1301 6 718197 7.0 REPORT DISTRIBUTION This report was prepared by Terra Engineers. Inca for the sole and exclusive use b�' its client. based on specific and limited objectives. All reports. boring logs. field data. laboratory test results and other documents prepared by Terra Engineers, Inc. as instruments of service shall remain the property of Terra Engineers, Inc., and reuse of these documents is not permitted without written approval from Terra Engineers, Inc. The client may release the information to third parties. who ma} use and rely upon the information at their discretion. However. any use of or reliance upon the information by a party other than specifically named above shall be solely at the risk of such third party and without legal recourse against TERRA, its parent company. or its subsidiaries and affiliates, or their respective employees, officers or directors, regardless of whether the action in which recovery of damages is sought is based upon contract, tort (including the sole. concurrent or other negligence and strict liability of Terra Engineers. Inc.), statute. or otherwise. This information shall not be used or relied upon by a party that does not agree to be bound by the above statement. Terra Engineers. Inc. assumes no responsibilit}' or obligation for the unauthorized use of this report by a third party. We appreciate the opportunity to be of assistance on this project. If you should have any questions, please feel free to call us. �� OFt� t Very truly yours. C. V. G. VALLA5HAN TERRA ENGINEERS, INC. 4y� 30199 ! `� 01STERgG��� d�sSJ�kAt. •�� C. V. G. Vallabhan. Ph.D., P. E. Geotechnical Engineer 1 cmr m CIVVIIVCCRo, IItl1.,. LUBBOCK • MIDLAND em sTRslr � sift s KM A' k�rr rryrr SUBSURFACE SOIL INVESTIGATION FOR 98TH STREET SEWER MAIN .1_L. �'� � '+ I_1 .l_L.l�.l La I..F:11L_LL"1._I I I .IlA�I--• \_• �__--_ �+ \ _ $ift e IlEm 00, �.Iuuuuuuu� w YYYYYYYOC :iieYY i pre $TRW �sln s KPIN is, 90Te\ \ STRI G T Y Y ■ wr ■ J MIT Sift t sm o" is, NMI I. DRILL OR CORE AMIIOIIIwIELT e0'SOUTN OF SECTION LIME 1000* APART r. CON111ACTOR RESrONSIeLE FOR LOCATING ALL UTILITIES f sere aTseer ,L- sere sreEsr iltt + D�I11„ �_ r NI R I ;u1 7/_ o- No. of blows per foot (N) 0 10 20 30 AM 10 20 a� 0 t 0 E 30 tZ a� 40 50 Nc;e. An arrow indicates N is greater than 50 blows/R. .At X e s x o0 X ♦ X3 t -: o : 4 a ♦ CH 1A Figure 2 Standard Penetration Test ASTM D-1586 Method of Sampling: ASTM D-1586, Split -Barrel Sampler Size of Sampler: 2-in. Method of Drilling. Wet ,_ — Dry � Method of Advancing Sampler: 140 lb. Hammer 30-in. drop 40 50 o BH #1 x BH #2 n BH #3 o BH #4 • BH #5 ♦ BH #6 PORING LOG I r F PEST HOLE NO. 1 Project: I ocatiun: Hate orDrillina: South Row of 91i'" tit. between Slide Rd. K Frankfurd Avrnue l.uhhock. t r%as 06-20-97 Client: Depth of GUT: City of Lubbock --------- Surfate Flevation: Unknown Diameter: ' ? Depth: 35' Rnring Method: 1 Ile 71301 STR No.: - Depth, rt Description 1'S(' Maimurr content. ".: I iquid Limit.': 1'tactic Limit. Phaticiq Index I'a.sinp N 200. ", Sr1. %0. of Blow%per b" Ist end 3r.1 Remark% TS Silty Sand , Dark Brown SM 4.1 2.5 5 Clayey Sand w/hard cemented caliche. Pinkish White SC 4.1 25 17 8 33.8 6 14 17 Sandy Lean Clay w/hard cemented caliche, Pinkish CL 7.6 3Z 18 14 5 0.0 5 7 11 10 Clayey Sand. Reddish Brown Sc 8.1 30 19 11 30.8 4 8 12 15 Sandy Lean Clay w/hard caliche rock pieces. Pinkish White CL 6.7 Penct•ation 20 25 Clayey Sand w/hard cemented caliche. Pinkish Clayey Sand w/hard cemented caliche. Pinkish SC SC 10.4 8.3 *25 *25 *5.75" Penetration *3.0" Penetratior 30 35 Clayev Sand w/caliche rock pieces, Pinkish Clayey Sand w/Icaliche rock pieces. Pinkish SC SC 7.6 9.5 *25 *25 *0.. Penetratior. * l .0- Pcnetratio- 40 45 Sp _ TERRA ENGINEERS. INC. F TEST HOLE NO. 2 BORING LOG Project: South Row nr94'" St. betAcen Slide Rd. Sc Fri nkford .% venue Location: I uhhnek. 1'e%ac Date or Drilling: 06.19.97 Client: Cityof Lubbock Depth of (:W*I : v_ i ._... _- Surface Ele,tation: Unknown Diameter: 17epth: 7;7i^ �35' Boring Method: �1 SLR No.: Depth. R Description I M %iniunre Content.'+ Liquid I.Imit. : Plamic Limit. I'lnticity Index 1'sivont 20 2a0. •!. NI'l. No. of Iilnws per b" 1st 2nd 3rd Kcmark% I TS Silly Sand. Dark BroN•n SM 2.5 i 2.5 5 Sandy Lean Clay w/caliche. Light Brown Sandy Lean Clay w/caliche. Light Brown CL CL 14.0 14.2 26 16 10 67.3 2 4 3 5 5 9 I 10 Clayey Sand Whard cemented caliche. Light Brown SC 13.7 34 17 17 47.6 4 12 15 i 15 Sandy Lean Clay w/hard cemented caliche. Pinkish White CL 10.8 33 19 14 54.6 5 20 25 I I i I 20 25 Clayey Sand Whard cemented caliche, Pinkish Clayey Sand w/hard cemented caliche. Pinkish SC SC 7.7 13.4 *25 *4.5" Penetration *3. 75" Penetratiim i I i 30 35 Silty Sand w/hard caliche rock pieces, Reddish Brown Silty Sand Whard caliche rock pieces. Reddish Brown SM SM 10.3 8.6 Non- Plastic 27.5 18 *25 *25 Penetratim i i *4.5" Penetration 40 45 50 i i i i i i _ t ' TERRA ENGINEERS. INC. BORING LOG PEST HOLE NO. 3 Project: I .ncalion: Ilat• of Unllm� South Row orw1 tt. hem cen Slide Rd. & Fran krord %aenue I ahimck. re%as pt, Iq•g7 Client City of Lubbock Depth of Surface IOtaation: Diameter: 7 7/R ' Defift 3�' Boring Method: 1N � ti'fR Nip.:hnknown 13111 Depth, ft Description I'S(' 1(%Iokturr� 'nntent. ; t iquid Limit, ",: Pla.tic Limit. 1'laaticity Inde% Paacin¢M`I•]n.nrBlnw.perV a 200• •,. lal 2nd 3rd R TS Silty Sand. Dark Reddish Brown SM Non- Plastic 43.6 —? 2.5 Sandy Lean Clav w/trace of caliche. Light Brown CL 9.4 3 10 12 5 Sandy Lean Clay. Pinkish CL 1.:1 31 13 18 D.6 8, 10 Lean Clay w.;hard cemented caliche, Reddish Cl. 14.2 37 22 15 73.6 9 21 *25 15 Clayey Sand wiltard caliche rock pieces, Reddish Pink SC 8.5 28 14 14 48.1 13 *25 20 Clayey Sand w/hard caliche rock pieces, Pinkish White SC 3.5 *25 25 Clavev Sand w/hard cemented caliche. Pinkish SC 8.9 18 *2.5 Penttrati­n 30 Silty Sand w/hard cemented caliche, Light Reddish Brown SM 8.9 Non- Plastic 46.7 17 *25 Pcne:rati; n 35 Silty Sand w/hard cemented caliche, Pinkish SM 10.9 *25 *:•: Penctrati �n 40 45 50 _ TERRA ENGINEERS_ INC 110RING LOG F F PEST HOLE NO. 4 Project: South Row or9R,' St, between Aide Rd. & F'rankford .lxenue Location: Lubbock. Ietas Date of Drilling:: 06-20-97 Client: ICU% of Lubbock Depth of GUT: =t_ Surface Ficvmion: `n kne§w n Diameter: � ',7i" Depth: Miring Method: Its % SI"R No.: 1301 Depth, ft 11wriplion l t(' Moisture Content. /, Liquid Limit. % Plastic 1 imit. Phaticih Index Pasxinr a 211n. •; SPT. No. of Me,* per ill Isl 2nd Jed Remark` TS Silty Sand, Brovvii SM 10.0 2.5 Sandy Silty Clay, Light Brown CL 11.5 23 1 , 6 68.5 4 6 8 5 Sandy I can Clay w!caliche. Reddish Brown Cl. 11.4 4 7 9 i i 10 Lean Clay, Reddish Brown CL 17.6 44 18 26 72.7 7 14 19 15 Sandy Lean Clay. Reddish CL 11.6 31 14 17 54.0 9 17 23 I I 20 Clayey Sand, Reddish SC 12.0 27 15 12 43.0 3 4 6 i 25 Clayey,Sand, Reddish Yellow SC 11.8 8 14 20 i 30 35 40 Silty Sand w/hard cemented caliche, Pinkish Silty Sand %v/hard cemented caliche, Pinkish Silty Sand w/hard cemented caliche, Pinkish Red SM SM SM 11.9 13.3 5.7 Non- Plastic 33.5 18 16 25 *25 *25 *25 *4.0" Pene-ratior. i l f *4.5 Penetration i *5.:.. 45 so i { i TERRA ENGINEERS. INC. PEST HOLE NO. 5 Project: South Row orgs,* St. between Slide Rd. & Frnnkrnrd lrcnue Location: Lubbock, 1'evis 0a1c of Drilling: Ot.-20-97 Client: City of Lubbock Depth of (;%%T: ---- —_--- Surface F.levation: l'nkno.. n Diameter: 7 7.19•' Depth: 45' :::IISA Rorinc Method: S 1 R No.: I t(11 Depth, R Description l S(' Moklorr ('nntent, "'. I,iquiJ Limit. •/. Plastic Limit, % Plasticity Inlet Passing 02 •.: SP 1'. No. of Hlows per G• 1s1 2nJ Jrd Remarks TS Clayey Sand. Bro%%n SCt8.7 11.5 27 15 12 45.4 2.5 Sandy Lean Clay w/caliche. Light Reddish Brown CL 3 3 4 5 any Lean Clay. Brown ... .1� 10 Sandy Lean Clay. Reddish Bro%,.-n CL 14.6 3 5 9 15 Sandy Lean Clay. Reddish CL 12.9 28 15 13 58.0 4 6 8 20 Sandy Lean Clay w/cemented caliche, Reddish Yellow CL 10.7 6 18 25 25 Clayey Sand v./cemented caliche, Pinkish Yellow SC 11.3 10 *25 *5.75" Penetration 30 Clayey Sand w/cemented caliche, Reddish Brown SC 10.8 32 18 14 29.5 8 10 22 35 Silty ty an %v/hard caliche rock. Pin is Yellow .-7 *3,5" I Penetration i i i 40 45 Silty Sand, Red Silty Sand, Red SM SM 5.4 5.4 Non- astic 13.4 4 *25 11 18 i I i i *5.75" 50 — Penetration IERRA ENGINEERS, INC. rRORING LOG PEST HOLE NO. 6 — Project: South Row ofQ8'6yit. hctween Slide Rd. fi Frankford .%%enue Location: l.uhbork.'fesas Dale of Drilling: 06-20-97 Client: City of Lubbock �_ DcJIMofGw'1': _L Surface Elevation: Unknown Diameter: 7 71V Depth: 45, Boring W11tod: I IS S'1'R No.: ' 1301 Depth, ft Description l'S(' IMnimsere f nntrn6 ": Liquid I imil, !: I'la.nc 1 imit. t laclicih Index 1'aezinr IV 200. % KI''1, tin, of Mou%IMr6" 1.1 2nd !rd Remark, TS Sandy Lean Clay, Light Gray CL 26 14 12 60.9 2S Sandy Lean Clay, Pinkish CL L17 2 3 6 5 10 Sandy Lean Clay. Redd Is 1 Brown Sandy Lean Clay, Reddish Brown CL 19.4 h 3 4 7 15 Clayey Sand v./caliche. Reddish Pink SC 13.1 35 16 19 45.4 6 10 18 20 Clayey Sand Whard cemented caliche, Pinkish SC 11.0 17 *25 Penetration 25 Sandy Lean Clay w/hard cemented caliche, Reddish CL 9.5 36 28 8 64.6 14 25 *25 *5.5" Penetration 30 Clayey Sand w/caliche, Reddish Yellow SC 10.9 16 16 21 35 40 Silty Sand, Reddish Silty Sand, Reddish SM SM 9.5 7.3 Non- Plastic 17.2 10 13 15 15 19 19 45 Silty Sand w•/hard cemented caliche, Pinkish SM 9.3 *25 *5.75" Penetration c0 I TERRA ENGINEERS. INC.