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Manteca,California,Piping aTurbine Upgrade 1.PURPOSE CONSTRUCTION NOTES: The purpose of this Statement of Work is to more fully describe the site-specific 2.3.9 The suction foot valve in the UST shall be brass, double-poppet, 1-1/2 inch, EBW P/N 2.3.30 The 6 UST turbine is to be back filled with 3/8" to ?" smooth pea gravel to a depth A. Site location map. requirements for the UST Piping and Turbine Upgrade at our Manteca Repeater facility 151-200-01. The suction foot valve shall be installed on black 1-1/2 inch, schedule 40 ASTM A-120 of 1 foot above the top of the UST or 4 inches above the associated UST piping, which B. A list and copies of all correspondences, permits steel pipe, The bottom of the suction foot valve shall be installed 6 inches off the bottom of the UST. P P 9 P P p m is and notifications relevant to this (MANTCA) and other associated elements. as outlined in the Statement of Work SOW . PP • Cli M (SOW). ever one is greater. The pea gravel shall be covered and sealed around the edges with project. The Contractor shall perform all required work in accordance with the SOW. In the The suction foot valve extractor shall be cad-plated cast iron, EBW P/N 320-302-01. The suction foot filter fabric as specified in 2.3.28. The remainder of the excavation shall be filled with C. A daily log of construction actives through out the duration of the project, This item PJ W N even o a conflict with State law, State law shall prevail. It MCI's standards are valve extractor riser pipe cop shall be brass, 4 inch, EBW P/N 760-101-01, mounted on a 4" x 4" 1-1/2 inch w/fines Class "A" Limestone road base. Material to be installed in 6 inch lifts shall also list all personnel on site each day and all materials delivered to the project. U more stringent than State Law, MCI shall be notified before those items are omitted. black nipple, schedule 40 ASTM A-120 steel. and compacted to 95% compaction using a mechanical compacting devise. Then Top Rock C. A minimum of 12 pictures depicting the key points and construction of the UST . a M M It shall be MCI's prerogative to install/upgrade the system as outlined or omit the 2.3.10 The return piping riser within the UST shall be 2 inch, schedule 40 ASTM A-120 steel pipe. The shall be one inch thick and installed to match the existing material in size and color. Upgrade. 0, m o item or procedure. It shall not be at the Contractors discretion to make the return extractor shall be cad-plated cast iron, EBW P/N 310-300-01. The return extractor riser pipe Please note that samples are to be submitted to the MCI Field Engineer for approval on D. Copies of all test documentation and material/fuel disposal required within the text of W ca shall be brass, 4 inch, EBW P P q U n .. B change. It is MCI's intention to install and/or upgrade this UST at our facility in the P /N 760-101-Oi, mounted on a 4" x 4" black nipple, schedule 40 pea gravel, base material and top rock before the material is delivered to the site. the Statement of Work. State of California to comply with the latest Environmental Protection Agency (EPA) ASTM A-120 steel. The return piping riser pipe shall terminate 6 inches of the bottom of the UST. Also, 2.3.31 The three 4 inch steel bollards post are to be installed in their original location E. Pneumercator manuals, product information and installation forms. • w u requirements as outlined by Federal, State, County and/or City governments having a 1/4 inch hole shall be drilled into the tap of the pipe, 6 inches below the top elevation of the UST to and re-using the original bollard post covers. The new bollards shall be set In a 12 inch F. Product information shall be included on Environ piping and all associated construction . " jurisdiction over this facility. vent the pipe to the interior of the tank. diameter by 4 foot 6 inch deep pier. The post shall be a 4 inch galvanized, schedule 40 materials. U � N � Theslte/slocatedat: 2.3.11 The vent valve extractor shall be cad-plated cast iron, EBW P/N 340-300-01. The vent system steel pipe by 8 feet long. The pipe shall be poured into place with 6 inches of concrete G. As-built drawings � w Manteca Repeater MANTCA float valve shall be a stainless steel ball-type, with a 12 inch long nipple, EBW P N 308-207-01. The underneath the pipe and extended 4 foot above finish grade of the compacted base 2.5.11 Change Orders - All Change Orders related to the general construction of a MCI P ( ) YP 9 PP / a i co 2551 East Louise Avenue vent valve extractor riser pipe cop shall be brass, 4 Inch, EBW P/N 760-101-01, mounted on a 4" x 4" material. The concrete shall be a minimum of 3,000 PSI w/ 1 inch minimum limestone project shall be filled out completely and approved by the project construction supervisor <C oo�a Manteca, California black nipple, schedule 40 ASTM A-120 steel. The vent riser above grade shall be galvanized 2 inch rock, The pipe bollards are to be filled with concrete and rounded off on the top. Because before any work shall proceed. All Change Order shall be generator by the MCI Field Z -OO. � Local Contact: Robert Mahan schedule 40 ASTM A-120 steel pipe. The above grade vent riser shall be installed 12'-0" above the of the pea gravel that may be encountered in the installation of the pipe bollards, a 12 Engineer and email to the primary construction contractor. The primary construction o inch culvert pipe sleeve may need to be installed before back filling of the UST begins. contractor shall complete the document and submit to the MCI supervisor for approval, bow 1 Email: Robert,Mohan@mci.com <mailto:Robert.Mohan@mci.com> existing soil grade. The vent system updraft cop shall be a vacuum-type, aluminum, 2 inch EBW P/N 2.3.32 The piping joint sealant on all black and galvanized piping shall be Loctite 567. No via email or fax. After the Change Order has been fully approved, the contractor shall S .� Phone: [972] 729-7928 802-303-02. Conduit hangers for attaching the vent riser to the fence post shall be galvanized alternate material sealant will be accepted. then proceed with the additional work. o_ c Cell: [214] 995-7315 Minerallac P/N 5G with stainless steel '/ inch by 1-1/2 inch long bolts, Minerallac P/N 9412-S. Bolts 2.3.33 Additional sealant required on the below rade Environ turbine entryboots and P cn" a-, for joining the hangers back to back shall be stainless steel 5/16 inch - 18 UNC by % inch long, other related sealed joints shall be 3M 560-Scotch Seal Polyurethane Seaant or Bostik 3. APPLICABLE DOCUMENTS A44O 0 d a Local Contact: Pat Kelly c , McMaster P/N 92198A578. 1100 Fast Set Urethane Sealant. my°sV:x Email: Pat,Kelly@nci.com <mailto;Pot.Kelly@mci.com> 2.3.12 The Pneumercator liquid level probe assembly shall be installed in a 4 inch by 18 inch, schedule 2.3.34 The contractor will be required to furnish the following gouges or approved The following documents are to be part of this SOW: Phone: [9721 729-7964 40 ASTM A-120 steel riser pipe. The cap and adaptor for this riser shall be EBW g purposes equivalent P/N 950-048-060, a lent for testing A: Statement of Work q s equipped with the proper size wire grip. The wire grip shall also be properly sealed with clear GE Silicone. 30 psi) and P/N P11048 (4.5 inch, the site. Marsh Bellofram P/N P11042 ( 4.5 inch, 0 to B: MCI UST Drawing h, 0 to 100 psi) & Specifications Contact: Sharon Fogle 2.3.13 The interstitial monitor riser at this facility has been moved and incorporated into the fiberglass 2.3.35 Any exposed steel aboveground piping shall be painted with Rustoleum enamel 4.CONTACTS l- Email: Sharon.Fogle@rnci.com <moilto:Shoron.Fogle@nci.com> piping turbine. This riser assembly shall be installed in a 4 inch by 18 inch, schedule 40 ASTM A-120 point. Color will be selected during construction. Technical questions concerning this Scope of Work shall be directed to Robert Mahan at � Phone: 972 729-7042 steel riser pipe. The cap and adaptor for this riser shall be EBW P/N 950-048-060, equipped with the 2.3.36 Note that all piping and conduit entering into the turbines must be at a right proper size wire grip. The wire grip shall also be properly sealed with clear GE Silicone. angle to the turbine surface, without exception. (972) 729-7928 or cell, 214-995-7315, Project Engineer prior to bid award. Z 2.SCOPE(UST Piping&Turbine Upgrade] 2.3.14 The contractor shall provide an EBW Extractor Wrench, P/N 321-100-01 to be stored on site at 2.4 Fuel Monitoring System Upgrade ALL questions concerning contract documents shall be directed to Sharon Fogle, O The following is a Statement of Work to upgrade the existing UST Piping & Turbine at the completion of the project. 2.4.1 The existing EBW AutoStik 950 and all related components shall be removed. Procurement Officer, at (972) 729-7042. J the site listed above to all MCI Standard UST Plans & Specifications and to meet 2.3.15 In the center 4 inch opening in the manway lid, an EBW, P/N 705-475-01 Flex Catch Below Portions of the existing conduit may or may not be able to be reused. All Contacts for scheduling, construction, supervision, change orders and other particulars Q and/or exceed the State of California and MCI UST environmental requirements: Grade Spill Container shall be installed. The Spill Containment shall be mounted on a 4 inch schedule 40 2.4.2 A new TMS 2000 Pneumercator shall be furnished by MCI and installed by the concerning this Scope of Work, shall be directed to Robert Mahan, Construction Supervisor, U i The existing UST turbine and piping installation does not comply with the UST ASTM A-120 steel riser pipe. The fuel fill cap shall be EBW, P/N 777-202-01 and the associated contractor. MCI will be furnishing the following equipment: (1 each) TMS 2000 at [972] 729-7928. 0 installation guidelines setforth by the State of California and MCI's UST Specifications. threaded adapter, EBW 778-100-Olwith a 4 inch by 4 inch threaded block steel, schedule 40 nipple. The Pneumercator with probe; (f each) Interstitial Sensor; (3 each) (Sump Sensors; (1 each) "If a UST/AST release is suspected, the Contractor will not notify the State Environmental With completion of the fallowing, the UST will be in full compliance. Fuel Fill System shall also be equipped with an EBW heavy duty aluminum drop tube, P/N 782-204-10 Exterior Over-fill Annunciator. The three sump sensors shall be installed In the UST Agency, The Contractor will notify MCI at once and MCI will be responsible for filing a (0 (n Please note that all metal hardware and fittings, unless otherwise specified, shall be Turbine, Da Tank Containment and the P 9 hot. dipped galvanized or stainless steel. Only specified materials within the Statement and an EBW Auto Limiter II, P/N 708-450-01. The secondary stage limits on the Auto Limiter ore to be Y- piping containment at the new Hoffman Box. The report with the responsible State agency." W Z of Work shall be acceptable unless otherwise approved in writing before installation. set at 88% of the actual fuel capacity of the UST. The bottom of the aluminum drop tube shall be Exterior Over fill Annunciator shall be mounted on the exterior of the generator shelter 5.GENERAL REQUIREMENTS p O W terminated 6 inches off the bottom of the UST. facing the UST at approximately 7 feet off the ground. < F- � The Contractor shall ensure that all one calls have been made and the local MCI Field 2,3.16 All exposed black a and fittings and the monwa lid in the UST turbine shall be coated with 2.4.3 The installation of the TMS 2000 Pneumercator shall be by a Certified Pneumercator 5.1 All work activity described herein relates to the installation of the new UST system lr Q Q Engineer notified before any excavation begins: P pipe 9 Y y ys U Q Q Hempel, Hempadur 15400. This coating is to be applied, per specifications and in a professional manner. Installer. The mounting of the unit and all attachments shall be made by this contractor. listed in Section One under Site Location. � U U U 2.1 Excavation of the UST and Associated Components The galvoni??zed and brass fittings will not be painted. Any alteration to the TMS 2000 Pneumercator unit will void the manufactories warranty 5.2 The Contractor shall have all necessary approved and current licenses for the = W 2.1.1 Excavate and expose approximately the top 30% of the existing 550-gallon 2.3,17 A piece of the waste portion of the UST turbine shall be cut to 6 inches wide by 16 inches long. and the entire unit shall be replaced at the contractor's expense. necessary UST/AST work described herein as required by the State of California and all z V) Xerxes fiberg ass double walled diesel fuel tank. The existing burial depth is 38 inches This curved piece of inverted turbine shall be fiberglassed to the Inside of the turbine, in a location 2.4.4 Installation of this unit includes oil related components, conduit, wiring and Local Agencies that have lawful jurisdiction over the enforcement of the corrective actions Z Q . - d from the existing ground elevation to the top of the steel manway lid. Enough of the suitable for hanging the 6 inch by 6 inch electrical junction box. After a suitable location has been fasteners. Contractor shall be responsible for installing all new conduits in the shelter and being taken as outlined in this SOW. O U _5 O U determined, the wall of the turbine and the inverted strap shall be sanded and firmly fiberglassed no flex conduit is permissible. Installation of flex conduit requires MCI approval in writing 5.3 The Contractor shall be responsible to insure that ALL subcontractors assisting U W J W UST it to be u exposed to allow the installation of a new 42' fiberglass turbine and all together. Caution should be taken to ensure this unction box will clear the EBW, P/N 705-475-01 Flex from supervisor level, completion of this SOW meet all of the State of California and local Environmental in the U O � �sscaieted fuel and vent lines 9 � Z U L Z 2.1.2 If any minor shoring for the partial excavation is required, the total cost shall Catch Below Grade Spill Container. 2.4.5 There are 4 alarms that shall report to the Alarm Hoffman Box in the generator controls, licensing and training requirements for all phrases of their involvement, as well. be included within the project. 2.3.18 The above referenced 6" by 6" electrical junction box shall be fiberglass with screw mounted, shelter: Hi Fuel @ 90%; Low Fuel @ 50%; Water in the Fuel @ 2 inches and Environmental. 5.4 The Contractor shall not be allowed to work on site without on MCI Field Engineer Q LLJ 4 The Environmental Alarm will consist of 4 different sensors: The day tank; the piping present. g 0 :2t__J Lf) =>2.1.3 Remove the three (3) existing 4" pipe bollards, if required, The plastic covers on 9asketed watertight cover, NEMA 6, Robroy P/N J-606W. The schedule 80 PVC 1" underground conduit sensor; the turbine sensor and the interstitial sensor. These 4 alarm points are monitored 5.5 The Contractor shall be responsible I- Ln these units will be reinstalled at the completion of the project. from the building shall transition to a 12" steel nipple just before it enters the turbine. An Environ P esp ble for contacting all utilities for a "DIG ALERT" before Y 2.1.4 All excavated material shall be removed from the site and properly disposed of, DEB-3100 flexible double entry boot shall be used as the nipple enters the turbine. Once inside the by MCI National Surveillance 24 hours a day, 365 days a year. Ninety percent of the any construction begins requiring excavation. The Contractor shall be responsible for all Q - j with the exception of the Top Rock. The existing top rock may be reused if the turbine, an explosion-proof Fake 90 shall be installed followed by a rigid seal-off and the Robroy box fromrthe ed cPneumercator onduft is aunitn of}he and the contractor will be required to pull new wiring damages caused as a result of their actions. J U material is kept clean. with a Meyers Hub, 1" stainless steel or Aluminum STA-3 fitting. Three 3 additional water tight wire t e Hoffman Alarm Panel. The contractor will tie the alarm eq The Contractor shall perform all work, furnish all materials and supply all labor and \ 9 O 9 wiring down in the Pneumercator and lobe) the wiring in the Alarm Panel. Termination to equipment ment necessar 0.. 2.1.5 All existing buried fuel lines, primary and secondary, including the vent line and grips will be required for sensor wiring. q p y l accomplish the described tasks in this SOW. The ordering of the riser, shall be excavated and removed. Any related conduit and wiring shall also be 2.3.19 The Conduit from the Pneumercator in the shelter to the paint it enters the round shall be 1 the Hoffman alarm panel will be by MCI personnel, unless the termination points are MCI furnished material and delivery will be coordinated and the responsibility of the O 9 already been identified. Construction Supervisor. N- removed and all properly disposed of. inch rigid steel conduit. A 1 inch rigid seal-off shall be installed on the conduit as the first fitting as 2.4.6 The exterior Over-fill annunciator shall be tied to the Over-fill contact only, 5.7 The Contractor shall research and developall Z 2.1.6 In the event the contractor shall require the use of a 2" water pump or less the conduit enters the building. All below grade conduit shall be 1 inch, schedule 80 PVC. 2.4.7 Pneumercator installation documentation shall be filled out entire) and I necessary drawings of the property as Z duringthe duration of the UST in upgrade, the cost of the um and labor are 2.3.20 Wire conductors from the Pneumercotor to the Turbine shall be 7 airs of Belden 8441, 22 gouge Y submitted required to obtain permits for the installation of the UST/AST at this site. This includes, Q piping 9 P9 pump P 9 9 for warranty purposes. Copies shall be included in Upgrade/Installation Documentation. but not limited to; gas lines, telephone lines, fiber oitap0 to be included within the project. stranded, braid shielded w/ drain wire, PVC jacketed. 2.5 Testing & Documentation ??? \ 2.1.7 It shall be noted that the 2 inch rigid conduit running parallel to the UST, 2.3.21 Wire conductors from the Pneumercator to the Hoffman Box Alarm Panel in the shelter shall be a d. . .dptic cables (MCI & other) water lines, power lines, etc. that are needed to obtain C7 between the UST and the site fence, contains the power to the MCI facility. Special six pair, re gauge solid, PVC jacketed, Belden 8743. 2.5.1 The primary and secondary fuel line piping, supply and return, shall be tested during the permits for the corrective actions covered in this SOW Z construction, The primary piping shall be tested @ 50 psi for a period of i hour. The 5.8 The Contractor shall not begin construction on this site without the ro riate CL care shall be taken not to damage this conduit. This conduit shall be hand excavated 2.3.22 Wire conductors from the Pneumercator panel to the RA-200 exterior alarm shall be 3 conductor, secondary piping shall be tested @ 3 psi for a period of 1 hour. Documentation forms will 9 PP P and positively identified before any excavation can commence. 22 gouge stranded, PVC jacketed, Belden 8443. be provided by MCI. approvals from the responsible governmental agencies involved in UST/AST construction Q- 2.2 Temporary fuel for Generator 2.3.23 All wire connections below grade within the turbine junction box shall be the two parts, 2.5.2 The primary and secondary vent line piping shall be tested during construction, The work. MCI will not allow work to begin on this site until ALL PERMITS have been obtained 2,2.1 A temporary fuel system shall be installed, including supply, return and vent, Scotchcost 4 or Groybor 4. Please note; wiring splices will not be permitted other than to attach to the primary piping shall be tested @ 50 psi for a period of 1 hour. The secondary in shall and Faxed to [972] hall re 13 to the Construction Supervisor for approval. between the UST and the existing day tank. The existing UST can be used as long as monitoring components within the junction box. P P y PP 9 5.9 The Contractor shall remove and dispose of all excess materials, soil, gravel, etc., in o b. tested @ 3 psi for period of i hour. Documentation forms will to provided by MCI. accordance with federal, state and count regulations, MCI does not allow an S special provisions have been taken to ensure water will not be able to enter the UST 2.3.24 A fuel line conduit shall be installed for the two fuel lines (combined) and the vent line. This 2.5.3 The 4 inch Environ conduit at the fuel and vent lines shall be tested during Y g Y during construction. It will be the contractor's responsibility to maintain this fuel line shall be Environ GeoDuct GDP-45001, 4 inch piping. The bulkhead fitting at the turbine for the fuel construction. The conduit piping shall be tested @ 3 psi fora period of 1 hour. abandonment In place without prior approval and documentation. a during the construction period. If the contractor elects to provide a separate AST for lines shall be Environ DEB-7450 flexible double entry boot and Environ SRD-1075 split reducer donut. Documentation forms will be provided by MCI. P P 5.10 All openings required for conduit or other work to penetrate concrete or block walls a temporary fuel source, the unit will be required to be a minimum of 150-gallons The bulkhead fitting at the turbine for the vent line shall be Environ DEB-7415 flexible double entry 2.5.4 After all penetrations have been installed into the turbine duringconstruction a or slabs shall be core drilled; such openings shall be cut with standard cutting tools and and will pass all requirements of the local permitting departments. Also, if the boot. At the point where both the fuel & vent line exit the soil at the shelter and fence post, a Total hydrostatic water test shall be performed. The water level shall be stble ata point shall be cut to the minimum size for the conduit to pass through. All openings shall be N generator was to go on line, it will be the contractor's responsibility to maintain fuel Containment Termination Assembly, TA4500 and a Environ SRD-1075 split reducer donut (fuel lines) and above all penetration into the turbine and remain of that level fora period of o less patched with materials that match existing materials and meet their original fire rating Z for the duration of the generator run. In this event, the contractor will be refunded Environ RRD-4015-S rubber reducer donut (vent) shall be installed. Please note that the termination than 12 hours. Documentation forms will be provided by MCI. P and integrity. Patches in exterior walls shall be water and moisture proof. All patched o he cost of the additional fuel at a designated dollar amount per gallon. A description assembly is to be installed in such a manner that the rubber portion of the assembly is 4 inches clear While the excavation is still open, the interstitial area on the existing UST shall be tested areas shall be painted to match existing colors. All other types of interior or exterior > of how the temporary fuels stem shall be constructed will be submitted and of the to rock. Also, after the primary 0 5 psi for period not less that 1 hour. Documentation forms will be provided by MCI, walls, that are disturbed, shall also meet the above-mentioned criteria. or P Y Y P l y piping has been installed, the conduit system n is be sealed. P P 5.11 The Contractor shall furnish MCI with five 5 complete copies of all Manufacturers' approved before excavation has begun. 2.3.25 The supply and return fuel lines shall be Environ GeoFlex-D piping. The supply line shall be ( ) p p' 2.3 UST Turbine and Piping New Construction GFP-2075 (3/4") and the return, GFP-2100 (1"), double walled flexible piping, The supply piping shall be 2.5.5 At the conclusion of the project, the contractor shall provide the state required SBS data/warranty sheets, photographs, documentation, permits, closure reports and drawings 2.3.1 The existing 4-hole steel manway lid and all associated fittings in the turbine installed using Environ SPC-0075 end fittings and the return piping using Environ SPC-0100 end fittings. 989 test. The contractor performing the test shall be certified with the State of for their records in flat binders. The "As-Built" drawings will be provided b the California. The contractor shall be responsible Contractor as a P y shall be removed and a new 5-hole steel manway lid, including new gasket, shall be Two STB-0075 and STB-0100 standard test boots will be required to complete the installation. Please p nsible for documentation submittals to the State part of the binder package. permanently of California. The contractor shall also fax a duplicate copy of all documentation 5.12 The Contractor shall base their bid on a 6 day workweek, 10 hours per day. o installed. note that the test boots at the shelter and the vent shall be ermanentl sealed. 2.3.2 Any openings into the top of the UST that are not used, the plugs are to be 2.3.26 The vent line shall be Environ GeoFlex-D 1-1/2 inch double walled flexible submitted to the State of California to Todd Harris, the environmental team leader for 6.MCI FURNISHED MATERIALS removed, cleaned and re-sealed. / piping, GFP-2150. The MCI, Environmental-Safety vent piping shall be installed using Environ SPC ase n end fittings. Two STB-0150 standard test boots y Compliance Department. Todd's office number is 972in the L671 The following materials shall be provided b MCI and installed b the =i 2.3.3 Contractor to make the necessary arrangement with Containment Solution's io will be required to complete the installation. Please note that the test boots at the shelter and the vent and his fax is 972-729-5870. Copies of this document shall also be included in the UST 9 P Y y h Contractor as furnish the labor and material to install the Containment Solutions 42" diameter shall be permanently sealed. Upgrade/installation Documentation Form. described herein: Fiberglass Turbine Extension and a Flat Paneled Polygon turbine section. This turbine 2.3.??27 Contractor to furnish all required tools specified within the Environ Installation Specifications 2.5.6 At the conclusion of the project, the contractor shall complete the State sholl be custom fitted to the UST and fiberglassed directly to the tank. The turbine and will follow all install and testing guidelines setforth in product documentation. Certification on the fuel monitoring system, as required by the State of California. The 6.1 MCI will be furnishing the following equipment; (1 each) TMS 2000 Pneumercator with shall be located and installed to incorporate the interstitial opening on the UST within 2.3.28 At the shelter, where the fuel lines exit the ground, the 4 inch Environ GeoDuct Conduit coming contractor shall be responsible for documentation submittals to the State of California. Probe; (1 each) Interstitial Sensor; (1 each) Sump Sensors; and (1 each) Exterior Over-fill the turbine enclosure. The top elevation on the turbine shall be installed from the turbine shall terminate using a Total Containment Termination Assembly (TA4500) and a The contractor shall also fax a duplicate copy of all documentation submitted to the Annunciator. approximately 12 inches above finish grade of the top rock. Please note that Environ SRD-1075 split reducer donut (fuel lines). Please note that the termination assembly is to be State of California to Todd Harris, the environmental team leader for MCI, 7.CONCRETE STRENGTH Containment Solutions shall complete all fiberglass joints related to the turbine installed in such a manner that the rubber portion of the assembly clears the top rock by 4 inches. Environmental-Sofety Compliance Department. Todd's office number is 972-729-5671 and installation. All joints shall be fiberglassed per Containment Solutions specifications. Also, after the primary piping has been installed, the Environ conduit system is to be sealed. A 4-1/2 his fax is 972-729-5870. Copies of this document shall also be included in the UST 7.1 The MCI Construction Specification of 3,000 psi shall be applicable for all concrete 2.3.4 Supply and install a new Containment Solutions fiberglass turbine lid and inch hole shall be drilled through the wall of the shelter tUpgrade/Installation Documentation Form. work unless otherwise specified on this. reducer on the UST. The part numbers for these are 98000250 and 98CO0247 o connect, and a sleeve consisting of (1) piece 2.5.7 Any soils removed from the facility that were removed from the excavation of the S.BUILDING PERMITS respectively. The reducer is to be fastened to the turbine enclosure with stainless of 4-1/2 inch OD PVC shall be installed in the penetration. The hole through the shelter wall shall be sealed with an application of GE Foam Filler and GE white silicone on both interior and exterior. The final UST, related vent or fuel lines, shall have documentation regarding the amount of soil and 8.1 The steel bolts, washer and wing nuts, McMaster part number 92198A542 or equivalent, destination. All waste materials shall be properly and legally disposed of. Documentation Contractor shall be responsible for having all their required licenses and permits three each spaced equally around the turbine. The lid is to be fastened with connection from the TA4500 Termination Assembly to the existing Pump connection in the shelter shall CONSTRUCTION * * forms will be provided by MCI. Copies r this document shall also be included in the UST needed to satisfy all governmental agencies having jurisdiction over this project. The q y be Titeflex Flexible hose, R115-12T (3/4") and R115-16T (1"). The length of this piping will be field contractor will have full responsibility for the State Notification. stainless steel pushpins, McMaster part number 992384A034, i/4" diameter, 1" usable Upgrade/Installation Documentation Form.epo length. These should also be placed three each equally spaced around the lid. determined. The contractor shall estimate 3'-0" in length each for estimating proposes. 2.5.8 An waste diesel fuel removed from t 8.2 The Contractor shall make application for building and construction permits for all NOTES 2.3.5 After the reducer portion of the lid is installed, the lower joint to the turbine 2.3.29 Upon completion of all piping installation, all piping including the GeoDuct, shall be tested, per y he facility shall have documentation regarding hoses of the work. 9 P Environ Specifications. The Turbine shall be hydrostatically t the amount of fuel end destination. All waste materials shall be properly and legally P DATE: shall be sealed professionally with t Clear Silicon, le the interior and exterior. This P y y with t per MCI Specifications. The Hoffman Box disposed of. Documentation forms will be provided by MCI. Copies of this document shall 8.3 The Contractor shall pay any permit, plan check or filling fees required for this 10/14/05 shall be done after the turbine unit has been installed and painted. shall also be hydrostatically tested. Signed documentation with the MCI Field Engineers signature is P project. The Contractor shall monitor thea application process, through the review process, required to be submitted with final UST Upgrade Documents. In addition to the MCI required test, the also be included in the UST Upgrade/Installation Documentation Form. ti e 9 P DESIGNED BY: 2.3.6 The exterior exposed portion of the turbine and lids shall be sanded to a q P9 q ' and shall respond to any comments or questions concerning the application. JBS semi-smooth surface and pointed with three (3) coats of Rustoleum Professional contractor will also be required to complete any additional test required by the City Fire Department 2.5.9 At the conclusion of the project, the MCI Field Engineer and the contractor's 8.4 The Contractor shall be responsible for contacting theappropriate during the construction period. All tests shall be properly documented and all must be witnessed b the representative shall jointly complete the MCI UST Upgrade Completion Checklist. This signed P 9 governmental DRAFTED BY: CLD Spray Enamel & Primary, Glossy White, P/N #7592. Y agencies and/or departments to schedule the required inspections. 2.3.7 All fittings shall be installed on top of the 5-hole manway steel lid at specified MCI Field Engineer, document shall be included in the UST Upgrade/Installation Documentation Form. 9,CLEAN UP AND SITE RESTORATIONSCALE: locations on project drawings. 25.10 UST UpgmdeQnstallationDocumentarian•Thisdocumentshallcontainthefollowinginformation: AS NOTED 2.3.8 Specified pipe thread sealant on all black and galvanized threaded pipe shall be 9.1 Following the completion of work, the Contractor shall remove all trash, debris and JOB # Loctite 567. other materials, contaminated or otherwise from the above site. All material shall be 3101-33M disposed of in a neat, orderly and proper manner from this site and meet all local codes. FILE NAME: All areas disturbed during construction shall be restored to match the original or existing 3101-33M.DWG site conditions. SHEET: 2OF5