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3624 CALIFORNIA Avenue_DEL TACO MOBIL UST MINOR MOD 7.13.10
1111111111111 «, HOODS , ALARMS SPRINKLER SYSTEMS SPRAY BOOTH AST UST Permit No. Permit No. Permit No. Permit No. Permit No. Permit No. L File Number: 6 ( Date Received: '7 -�`3 - ey Address: Bakersfield, CA 933 Business Name: SYSTEM: BUILDING SQUARE FEET: New Mod. ❑ D O ❑ ❑ O O ❑ minor modification removal Commercial Hood System Fire Alarm System Fire Sprinkler System Spray Finish System Aboveground Storage Tank Underground Storage Tank )Underground Storage Tank Underground Storage Tank O O Other: Comments: Building Sq. Feet:" Calculation Bldg. Sq. Ft: 1. a. 3. 4. INSPECTION LOG Date Time Signature Signature Oz CONSTRUCTION PERMIT BAKERSFIELD FIRE DEPARTMENT PREVENTION SERVICES B B R S P 11 1501 TRUXTUN AVENUE, 1sT FLR . FIRE BAKERSFIELD, CA 93313 A RTM # IT Office Phone: (661) 326 -3979 Application Number . . . . . Property Address . . . . . . ATN (11 Digits): Application type description Subdivision Name . . . . . Property Use . . . . . . . . Application valuation . . . . Owner ------------------------ STUARTS PETROLEUM 11 E 4TH ST BAKERSFIELD CA 93307 10- 10000200 Date 7/15/10 2 OAK ST 008 - 062- 15 -00 -2 FIRE DEPT 0 Contractor ------------------ - - - - -- OWNER ---------------------------------------------------------------------------- Permit . . . . . .. UNDGRND STR TANK MINOR MODIFY Additional desc . . MINOR TANK MODIFICATION Phone Access Code . 1017532 Permit Fee . . . . 83.50 Plan Check Fee 83.50 Issue Date . . . . 7/15/10 valuation . . 0 Expiration Date . . 1 /11 /11 ----------------------------------------------=-----=-=--------------------- Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 83.50 83.50 .00 .00 Plan Check Total 83.5.0 83.50 .00 .00 Grand Total 167.00 167.00 .00 .00 CALL FOR INSPECTION (661) 326 -3979 Please state the Permit Number, the Job address, and the Type of Inspection. Requests for inspections should be made at least 48 hours in advance. DECLARATIONS Permit is issued in accordance with all applicable Federal, State and Local Ordinances. The permittee has properly signed and dated the reverse side of this form. This Permit expires after180 days of inactivity. I have reviewed the above application, and find it to be correct/complete. Permittee: HAZARDOUS MATERIALS STATEMENT Yes _ No Will the applicant or future occupant handle hazardous material or a mixture containing a hazardous material equal to or greater than the amounts specified on the list of extremely hazardous substances? See checklist for guidelines. Yes _.No Will the proposed building or modified facility be within 1000 feet of the outer boundary of a school? _ Yes _ No Will the intended use of the building by the applicant or future building occupant require a permit for construction or modification from the Kern County Air Pollution Control District ( KCAPCD) or from the Bakersfield Fire Dept? See checklist for guidelines. Yes _ No I have read the Hazardous Material Guide and KCAPCD Permitting Checklist. I understand my requirements under the Calif. Health and Safety Code Sec. 6.95 and Calif. Govt. Sec. 65850 and the requirements of the City of Bakersfield Fire Dept. regarding hazardous materials. �' hone No. Date Owner or Authorized Agen � � ��-�� �� '` ���r � a � h- �:���' �'_:����, DECLARATIONS: The declarations below are mandated by the State of California under Section 19825 of the Health and Safety Code. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of the Division 3 of the Business and Professions Code and my license is in full force and effect. Lie. Class Lic. No. Exp. Date Contractors Signature Date OWNER- BUILDER DECLARATION I hereby affirm that under penalty of perjury that I am exempt from the Contractors License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 3 or the Business and Professions Code) or that he or she is exempt there from and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)): I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044 Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner - builder will have the burden of proving that he or she did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044 Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon and who contracts for such project with a contractor(s) licensed pursuant to the Contractor License Law). I am exempt under Sec. B. & P. C. for the reason Owner Signature .�al� . > _.- _w, Date WORKERS COMPENSATION DECLARATION I hereby affirm that under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self- insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier I Policy No. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those provisions. . Applicant: Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000) IN ADDITION TO COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES - CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097 Civ. C.) Lenders Name Lenders Address 1 certify that 1 have read this application and state that the information contained herein is correct. I agree to comply with all city ordinances and state laws relating to building construction and hereby authorize representatives of the city to enter the above mentioned - property for inspection purposes. Signature of Applicant or Agent '= = 3 N --� _�.,,,-� Date Manual-No: 576013.858 Revision: D Direct Burial Cable VEEDER -ROOT Notice Veeder -Root makes no warranty of any kind with regard to this publication, including, but not limited to, the implied warranties of merchantability and fitness for a particular purpose. Veeder -Root shall not be liable for errors contained herein or for incidental or consequential damages in connection with the furnishing, performance, or use of this publication.. Veeder -Root reserves the right to change system options or features, or the information contained in this publication. This publication contains proprietary information which is protected by copyright. All rights reserved. No part of this publication may be photocopied; reproduced, or translated to another language without the prior written consent. of Veeder -Root. For complete warranty, technical support, and additional product information, refer to your console's Operator Manual. DAMAGE CLAIMS 1. Thoroughly examine all components and units as soon as they are received. If damaged, write a complete and detailed description of the damage on the face of the freight bill. The carrier's agent must verify the inspection and sign the description. 2. Immediately notify the delivering carrier of damage or loss. This notification may be given either in person or by telephone. Written confirmation must.be mailed within 48 hours. Railroads and motor carriers are reluctant to make adjustments for damaged merchandise unless inspected and reported promptly. 3. Risk of loss, or damage to merchandise remains with the buyer. It is the buyer's responsibility to file a claim with the carrier involved. Immediately advise your Veeder -Root representative, distributor, or the factory so that'we may assist you. RETURN SHIPPING For the parts return procedure, please follow the instruction in the "Veeder -Root Warranty and Dispatch Program" pages in the "Policies, Literature, and Contact' Section of the Veeder -Root Consoles - North America Price List. © Veeder -Root 2000. All rights reserved. n Contents Introduction General.................................................................................... ............................... 1 RelatedManuals ...................................................................... ............................... 1 Contractor Certification Requirements ..................................... .............7................. 1 SafetySymbols ........................................................................ ............................... 2 Warnings and Important Notes ................................................ ............................... 3 Before You Begin Installation Sequence ................................................................ ..............................4 Parts Needed For Direct Burial Installations ................. : .................................... ..... 4 Site Preparation Document ................................................... ............................... 4 SpliceKits ........................................:...................................... ..............................4 FillerRod ......................... : ........................ ............................. ............................... 4 DirectBurial Cable ................................................................. ............................... 5 Sealant............................................. .......................................... : .............. ........... 5 Conduit.................................................................................. ............................... 5 Recommended Tools ............................................................ ............................... 5 Installation SiteLayout ..........................................................::................... ............................... 6 Sealant And Filler Rod Calculations ......................................... ... ............................. 7 Cable Length Calculation ......................................................... ............................... 7 Example: Sealant and Filler Rod ........................................... ............................... 8 Example: Direct Burial Cabl e ................................................. ....................:.......... 9 Installation Strategy ............. :................................................................................... 9 TrenchPreparation ................................................................ ............................... 10 Splicing SplicingInstructions .....................................:......................... ............................... 14 Filler Rod And Sealant Installation ......................................... ............................... 20 Figures Contents Figure 1. Site Layout Diagram, Top View ....................:....... ..............................6 Figure 2. Direct Burial Installation ....................................... ..............................8 Figure 3. Sectional View of Direct Burial Saw Cut ............. .............................10 Figure 4. Direct Burial with Sump . ....................................... .............................11 Figure 5. Direct Burial without a Sump ...............:............... .............................13 Figure 6. Splice Kit Contents .............................................. .............................14 Figure 7. Splice Length Dimensions ................................... .............................15 Figure 8. Splice Closure /Cable Diagram —Probe and 2 -Wire Sensor ............. 15 Figure 9. Splice Closure /Cable Diagram -3 -Wire Sensor . .........:...................16 Figure 10. Probe Cable Splice ............................................. .............................17 Figure 11. Q Compound, Clip Removal ............................... .............................18 Figure 12. Pouring Q Compound ..................................:...... .......................:.....18 Figure 13. Direct Burial Splice with Cable ............................ ............:................19 Figure 14. Field Wiring Diagram ........................................... .............................19 Figure 15. Bonding the Drain Wire ..................................... ............................... 20 Figure 16. Sealing the Filler Rod ........................................ ..............................: 22 Introduction General Do not attempt to wire sensors and probes into a new installation based solely on the information contained in this manual. This manual contains installation and wiring procedures for the installation of Direct Burial Cable only. If this is a new installation and site preparation is necessary, refer to the appropriate Site Preparation and Installation Instructions or contact your Veeder -Root representative for assistance. Related Manuals Depending on your installed console, you must reference the appropriate manual below, to connect the probe to the console: 576013 -879 TLS - 300 /TLS -350 Series Site Prep and Installation Guide Contractor Certification Requirements Veeder -Root requires the following minimum training certifications for contractors who will install and setup the equipment discussed in this manual: Level 1Contractors holding valid Level I Certification are approved to perform wiring and conduit routing, equipment mounting, probe and sensor installation, tank and line preparation, and line leak detector installation. Leve1.2 /3Contractors holding valid Level 2 or 3 Certifications are approved to perform installation checkout, startup, programming and operations training, troubleshooting and servicing for all Veeder -Root Tank Monitoring Systems, including Line Leak Detection and associated accessories. Warranty Registrations may only be submitted by selected Distributors. 1 Safety Symbols Introduction Safety Symbols The following safety symbols may be used throughout this manual to alert you to important safety hazards and precautions 2 EXPLOSIVE FLAMMABLE Fuels and their vapors are extremely explosive if ignited. Fuels and their vapors are extremely flammable. ELECTRICITY TURN POWER OFF High voltage exists in, and is supplied Live power to a device creates a to, the device. A potential shock haz- potential shock hazard. Turn Off and exists. power to the device and associated accessories when servicing the unit. NO SMOKING NO OPEN FLAMES (_ Sparks and embers from burning cig- arettes or pipes can ignite fuels and Open flames from matches, lighters, welding torches, etc. can ignite fuels their vapors. • and their vapors. NO POWER TOOLS NO VEHICLES Sparks from power tools (such as drills) can ignite fuels and their Moving vehicles in the area during service can create a potential for per - vapors. sonal injury to you or others. Sparks from starting vehicles can ignite fuels and their vapors. NO PEOPLE IN THE AREA USE SAFETY BARRICADES Unauthorized people in the area dur- ing service can create a potential for Unauthorized people or vehicles in the work area are dangerous. Always personal injury to you and them. use safety cones or barricades, safety tape, and your vehicle to block the work area. WEAR EYE PROTECTION INJURY Fuel spray from residual pressure in the lines can cause serious eye inju- Careless or improper handling of materials can result in bodily injury. (j ries. Always wear eye protection. GLOVES READ ALL RELATED MANUALS Wear gloves to protect hands from irritation or injury. Knowledge of all related procedures before you begin work is important. Read and understand all manuals thoroughly. If you do not understand a procedure, ask someone who does. MASK EAR PROTECTION J Wear a mask when cutting or grinding or when using epoxy sealant. 0 Wear ear protection when cutting or grinding. 2 Introduction Warnings and Important Notes Warnings and Important Notes K This product is to be installed in systems operating near locations where highly combustible fuels or vapors may be present. Fire or explosion resulting in serious injury or death could result if the equipment is improperly installed or modified. Serious contamination of the environment may also occur. 1. Read and follow all instructions in this manual, including all safety warnings. 2. Comply with all applicable codes including: the National Electrical Code; federal, state, and local codes; and other applicable safety codes. 3. Do not modify or use service parts other than those provided by Veeder -Root. K Installation Sequence Before You Begin Before You Begin Installation Sequence 1. Read all Installation Instructions. 2. Determine if Direct Burial is possible. 3. Plan layout for saw cutting. 4. Calculate sealant and filler rod length. 5. Calculate cable length. 6. Plan installation with respect to weather conditions. 7. Make saw cut. 8. Clean trench with compressed air. 9. Lay and test cable for shorts and opens. 10. Install probes and sensors. 11. Make Direct Burial connections with splice kits. 12. Verify probe and sensor operation. 13. Install filler rod to proper depth. 14. Install sealant. 15. Verify probe and sensor operation. Parts Needed For Direct Burial Installations Site Preparation Document One set of Installation Instructions needed for each site. Order Kit No. 848100 -500. Splice Kits A splice kit is needed for every probe or sensor installed with a Direct Burial Cable. Order Kit No. 848100 -501. Filler Rod Available in lengths of 100 to 2,000 feet, in increments of 100 feet. Refer to Sealant and Rod Filler Calculations to calculate length needed. Order Part No. 848100 -1XX. 2 Before You Begin Parts Needed For Direct Burial Installations Direct Burial Cable Available, in lengths of 100 to 2,000 feet, in increments of 100 feet. Refer to Cable Length Calculations to calculate length needed. Order Part No. 848100 72XX for, 2- conductor cable and 848100 -3XX for 3- conductor cable. Sealant Refer to Sealant and Rod Filler Calculations to calculate amount of sealant required. Sealant is available in quart cartridges, Part No. 848100 -800, or 4.5 gallon cans, Part No. 848100 -805. A cartridge will cover about 60 feet of filler rod and one can will cover about 1200 linear feet. See Filler Rod and Sealant Installation for recommendations on dispensing sealant. Conduit Installation of this Direct Burial System can only be done in those locations where local codes permit the use of buried cable instead of conduit and epoxy splices instead of junction boxes. If needed, order Conduit entry boots from sump manufacturer. Rigid.conduit may be used when entering a sump. A coupling will be needed for installing our cord grip on rigid conduit. Rigid conduit must be used in areas below grade not covered by either asphalt or concrete. Recommended Tools ❑ Filler Rod Installation Tool, Part No. 848100 -904 LJ Manually Driven Cartridge Gun, Part No. 848100 -901 ❑ Compressed Air Driven Cartridge Gun, Part No. 848100 -902 ❑ Compressed Air Driven Bulk Gun, Part No. 848100 -903 5 Site Layout Installation Installation Important — Before considering Direct Burial, check to be sure that Direct Burial practices are acceptable at this location. Determine acceptability prior to ordering materials. Site Layout Important a- The Direct Burial cable is for intrinsically safe wiring only. Using Direct Burial Cable for any other wiring is not permitted. The wiring and cables for the intrinsically safe probes and sensors cannot be combined with wiring from any other system. a physical separation of at least two inches must be maintained. probe and sensor wiring cables must have a two inch separation from all other wiring. Failure to maintain proper separation of probe and sensor wiring, can result in equipment damage, inaccurate inventory control, or undetected environmental and health hazards. The words "saw cut ", `;joint" and "trench" refer to the location of the Direct Burial Cable when installed below grade. 1. Determine the following: building junction box location; location of each probe and sensor; which probe and sensor cables can be run together. 2. , Use a layout diagram to determine the number and length of the saw cuts. Figure 1 shows a typical layout including trench lengths Dispenser Sump Area 1 B Trench Cable entry point for intrinsically safe wirinc L Make 45 degree cuts on all corners; leave 24" or more Don't cross cut between turns to avoid 1 sharp bends in direct burial \ cable. I I I I I I I I 1 I I 1 I I 1 I I j I j I I I I Tank 1 Tank 2 rench Trench — Probes o Sensors x Figure 1. Site Layout Diagram, Top View Installation Sealant And Filler Rod Calculations Careful consideration must be given to existing fuel and wiring ' �JY systems. The trench layout must not cut through existing systems as fire and explosion may result. Important Q Each probe and sensor will have its own Direct Burial Cable. These cables must run from each probe and sensor to a junction box located prior to the seal =off. When crossing over'existing piping or wiring, determine their depth before cutting a new trench. 3. Measure the trench lengths with a tape measure. Record these lengths on,a layout. sketch. 4. The Direct Burial Layout should not be located in areas of poor drain_ age or .improperly designed subsurface drainage systems. Sealant And Filler Rod Calculations Use the dimensions recorded on your layout sketch for determining the required amount of sealer and filler rod. The calculation for the "A" trench length uses the longest linear length for the furthest probe or sensor. Separate wires for each probe and sensor are placed in a common trench "A ". The length of the trench is obtained by determining the total trench length including all its branches from the console to the probe and sensor locations. Add 15 percent to the determined length to allow for measurement errors. The same method is used for calculating the `B" trench length. Add the length needed for another sensor, plus 15 percent. Cable.Length Calculation 1. Use your layout diagram to determine the distance from the cable entry point to each probe or sensor. 2. Add all of the probe and sensor cable lengths together. Add an additional 40 feet to the total required cable length for cabling connections. See Figure 2 for a cross sectional view of a single Direct Burial Cable run. Figure 2 is a typical cable run from a probe to the cable entry point. Cable Length Calculation Installation Splice closure Epoxy filled Drill oversized hole Seal -off . . splice in manhole for cable Rigid conduit Cord grip enclosure 890 -SL silicone sealant Grade SOF ROD' backer rod J Direct burial cable P :;a 3 Min. n. a.. c.n. e.n: n nn o a ASPHALT P- CONCRETE. p :.d ,.._...._.... _......_, ,..w...... ,,. :;:< IDow Corning Silicone Pavement Sealant 2Expanded polyethylene foam rod - trademark of Applied- Extrusion Technologies. probes \pdburial.eps Figure 2. Direct Burial Installation Direct Burial Cable can be ordered as one continuous length up to 2,000 feet. Always "round up" any length calculation to the next 100 feet length. Where possible, the Direct Burial Cable should be run in asphalt or concrete. If an unpaved surface cannot be avoided in the cable layout, the cable must be run through rigid conduit. Refer to local applicable codes when using Direct Burial Cable in an unpaved surface. Example: Sealant and Filler,Rod From the cable entry point to the probe riser in Tank 2; the `A" length is 295 feet From the cable entry point to the furthest sump sensor, the `B" length is 205 feet For the `A" trench, add an additional 40 feet for the tank 1 probe. For the "B" trench, add an additional 40 feet for the other sump sensor. Add the lengths for both trenches together. An equal length of sealant and filler rod is needed. 8 Installation Installation Strategy "A ": 295 + 40 = 335 feet "B ": 205 + 40 = 245 feet Total length = 335 feet + 245 feet or 580 feet. In this example, the total amount of sealant and filler rod needed is 580 feet. Order Part No. 848100 -106 for 600 feet of filler rod. Order 600 linear feet of sealant; either ten 1 quart cartridges, Part No. 848100 -800, or one 4.5 gallon can, Part No. 848100 -805. The 10 cartridges will cover 10 x 60 = 600 linear feet. One 4.5 gallon can covers 1,200 linear feet. Example: Direct Burial Cable Calculate six cable lengths plus 40 feet per cable for making connections at both the riser and the cable entry point. 2 Probes: 295 + 275 + 80 = 650 feet. 2 Interstitial Sensors: 275 + 255 + 80 = 610 feet Total length is 650 feet + 610 feet or 1260 feet 2 Sump Sensors: 205 + 195 + 80 = 480 feet In this example, a 1300 feet cable spool would be used for probes and interstitial sensors. Order 1300 feet of 2 conductor Direct Burial Cable, Part No. 848100 -213. Order 500 feet of 3 conductor,cable, Part No. 848100 -305, for the sump sensors. Installation Strategy Important— Maintain a 6-foot separation between direct burial conductors and lighting conductors. It is recommended that all materials be on site before starting the Direct Burial Installation. Although saw cutting can be done under various conditions, sealant installation cannot be. The sealant cure time depends on humidity and temperature. The cure time will increase with lower humidity or lower temperatures. Sealant cannot be installed at temperatures below 20 °F or when surfaces are wet. Below 40 °F the sealant will probably require more effort to "shoot " out of the gun, but this can be helped by keeping it indoors until it is ready to use. At 20Y the sealant will be tack free in about 3 hours. At 75Y the tack free time is about an hour, at which time the area can be reopened to traffic provided the sealant is properly recessed. Joint faces must be clean, dry and frost free when the sealant is installed. Joints must be free of standing water, and under no circumstances shall sealing take place during rain, snow, or temperatures below 20'F Trench Preparation Installation 00 O Do not install sealant when the temperature is below the dew point (the point at which dew begins to form). If rain or other inclement weather occurs during joint preparation or sealing, all operations should cease. Sufficient time must be allowed for the trench to dry prior to continuing. Trench Preparation When Cutting Or Grinding, Be Sure To Wear Adequate Safety Protection: Ear Protection, Gloves, Goggles, And A Dust Mask. Sawing through concrete is actually a grinding operation. Please follow the rules listed in the ANSI 67.1 Safety Requirements for Use, Care and Protec- tion of Abrasive Wheels. For more information, you may contact ANSI by writ- ing to American National Standards Institute, 11 W. 42nd Street, New York, New York, 10036. 1. The saw cut depth is determined by the number of cables to be run in the trench [Figure 3]. The depth for one Direct Burial Cable is 1'/4 inches. For each additional cable, 1/4 inch should be added to the saw cut depth. 1/4' SAW CUT WIDTH PAVEMENT SURFACE —� JOINT SEALANT 114• 31ir OIA FILLER ROD DIRECT BURIAL CABLE eavraeamzcros 1 11$ SAW CUT DEPTH Figure 3. Sectional View of Direct Burial Saw Cut Important ,v- If the Direct.Burial Cable exits the ground in a hazardous location, a sealoff must be used prior to any J -Box, raceway, or cable entry. 2. The width of the trench should not be less than 1/4 -inch or more than 3/8 -inch. In the example from , the "A" trench with four cables would need a depth of 2'/4 inches and the `B" trench with two cables would need 1% inch depth. 10 Installation Trench Preparation 3. Dig out areas around the entry and exit points for the Direct Burial Cable (see Figure.2 on page 8). In the sump area these holes need to be about eight inches deep for cord grip installation. For the building entry area, about six inches is needed for the conduit which can be secured to the outside walls or come up through the floor. These areas should be back filled once the cable has been tested. 4. In sumps using conduit entry boots, run the Direct Burial Cable in a short'piece (6 to 12-inches) of 1/2 -inch conduit [Figure 4 on page 11]. Use a 1/2 -inch NPT coupling with female threads for connecting the cord grip to the conduit. In other types of sumps drill and tap a 1/2 -inch NPT hole in the sump wall for the cord grip. Make sure all pipe threads are sealed with a suitable compound and use corrosion resistant materials. Important Q The conduit, coupling and entry boot are not provided by Veeder -Root. You may 'substitute with 314 -inch or 1 -inch parts with a suitable adapter to mate with the cord grip. When turning.corners with saw cuts, always use 45 degree cuts (see Figure 1 on page 6). 90 degree saw cuts may cause damage'to the Direct Burial Cable. PIECE OF 112` CONDUIT CONDUIT ENTRY BOOT 1/2' COUPLING CORD GRIP TANK SUMP � \\ a u UF a e a d e 0 ' a �rMNtw-:urpepa Figure 4. Direct Burial with Sump .. 11 Trench Preparation Installation 5. Follow the sump manufacturer's guidelines when drilling and tapping holes in the sumps. If required, seal the conduit according to local applicable codes. 6. After cutting, clean the trench using compressed air. A clean trench will have no visible signs of residual sealant or debris on the joint wall, and will leave no residual cement powder or dust on your fingers after rubbing the joint face. If residuals are found, wash the entire trench and air blast dry. Important— The trench must be clean and dry before proceeding. 7. Install Direct Burial Cables leaving enough slack to make probe and sensor connections. Important The cables should lie in the bottom of the trench so that at least 1 inch of clearance remains between the top of the cables and the pavement surface. When removing the outer jacket of a cable, care should be taken not to damage the insulation on the inner conductors. 8. In the sump area, install a cord grip over each Direct Burial Cable. Mount each cord grip into the sump wall. Run the Direct Burial Cables along the bottom of the sump, as shown in Figure 2 on page 8, then tighten the cord grips. 9. If a sump is not used, see Figure 5. 12 Installation Trench Preparation Important— This application does not provide the containment required for a riser pipe used for filling the tank. ' d �. Drill Mole 1111.LLLLL/ -- Direct Burial Cable Q. A._ a' 4 Run Cable ' Under Manway ' d Q .P . bLW?OU�wnvm:.cp! - - Figure 5. Direct Burial without a Sump 10. At the entry point into the Hazardous Location, install a weatherproof junction box for making the wiring connections shown in Figure 14 on page 19. 11. Test each cable conductor, one at a time, for continuity. Then check for shorts between both the black and white conductors and the drain wire. After each successful test, label each cable inside the junction box. 12. Install probes and sensors according to the instructions shipped with them. In place of the junction box, located in the sump, use the Direct Burial Splice Kit. Read the Splice Kit Instructions Installation Manual for more information on Direct Burial Installation. 13 Splicing Instructions Splicing Splicing 14 Splicing Instructions 1. Use a Splice Kit [Figure 61 for making splices. -O,e-pw� ." Figure 6. Splice Kit Contents 2. Insert the probe cable or sensor cable through the top of each riser cap and through the cable bushing. 3. If the Direct Burial Cable is entering from a sump wall, insert the Direct Burial Cable through the cable bushing supplied in the Splice Kit (see the Direct Burial Cable Installation Instructions manual for more information). 4. Cut the soft vinyl end cap entrance hole to accommodate each cable diameter. Keep the hole size to a minimum. Insert about 5 inches of cable through the opening [Figure 7]. I Splicing Splicing Instructions SPLICE ENCLOSURE PROBE CABLE BLACK WHITE DIRECT BURIAL BLACK WHITE OR RED 3/499 STRIP LENGTH 2„ 3,.. spliceNngthdim.eps Figure 7. Splice Length Dimensions 5. Remove 3 inches of the outer jacket from each cable. Trim the insulation from the conductors [Figure 7 on page 15]. 6. Make the connections using wire nuts [Figure 8 on page 15] for a 2 -wire sensor or probe. Cut off the bare shield wire. Important Normally the drain wire is not connected to probes and sensors in the sump area. At the other end (conduit entry point), the drain wire must be spliced to a wire connected to a bonding screw inside the console. This connection effectively ties the Direct Burial Cable shield to console ground. DIRECT BURIAL CE BARE SHIELD WIRE -NOT CONNECTED THt. (m PROBES & 2 we BLACK ( –) PAIR sDbce'sDdcb2u.evs BE /2 WIRE 50R CABLE SPLICE CLOSURE WHITE ( +) OR RED Figure 8. Splice Closure /Cable Diagram —Probe and 2 -Wire Sensor 15 'Splicing Instructions Splicing Important— For the 3 -wire sensors, see Figure 9 and Table]. Make the connections according to sensor type, as shown in Table 1. For direct burial of 3 -wire sensors, use 3 -wire shielded cable. DIRECT BURIAL C WHITE BARE SHIELD WIRE BLACK IE SENSOR CABLE SPLICE CLOSURE A C RED - -j e splice \spcicb3w.eps Figure 9. Splice Closure /Cable Diagram -3 -Wire Sensor Table 1: Connection Table for 3 -Wire Sensors Shielded Connection Vapor Sensor Signal Cable Wire Reference Name white A white water red B black vapor black' C green ground Shielded Connection Ground Water Signal Cable Wire Reference Sensor Name white A white water red B red fuel black C black ground Shielded Connection Type B Signal Cable Wire Reference Sensor Name white A white A red B red B black C black ground 16 Splicing Splicing Instructions lw� 7. Use the aluminum bonding clamp to hold the Direct Burial and probe /sensor cables together [Figure. 10 on page 17]. Finger tighten, being careful not to damage.the conductor insulation. This clamp is not intended to make any electrical connections. sptiw prbcbspl.eps Figure 10. Probe Cable Splice .8. Center the splice in the clear plastic sleeve. Assemble the splice closure, making sure the sleeve is fully inserted into each of the vinyl end caps. Rotate the sleeve cover until both openings line up. Place the splice on a level surface. 0-compound and epoxy sealant may be irritating to skin and eyes, absorbed through the skin, or cause skin sensitization in susceptible individuals. Minor injury may result. Also materials contained in epoxy have caused skin cancer in animal tests. You must wear gloves that are chemically resistant. Avoid skin and eye contact. Wear appropriate safety equipment. Use only in well ventilated areas. If exposed, wash affected skin areas with soap and water. For eye contamination, flush with water for 15 minutes and get immediate medical attention. For ingestion, if conscious give plenty of water and induce vomiting. 17 Splicing Instructions Splicing 9. Remove bag of "Q- compound" from foil package. Grasp the ends, one in each hand, then pull sharply to remove plastic clip [Figure 11]. Figure 11. Q Compound, Clip Removal 10. Thoroughly mix compound together. Invert bag several times while squeezing compound from one end to the other for a minimum of one minute. 11. Once the mixture feels warm, immediately cut one corner and slowly fill the plastic sleeve. Stop just short of filling the entire sleeve. Do not overfill. [Figure 12] Figure 12. Pouring Q Compound 12. With a twisting motion, rotate the outer clear plastic barrel to close the pouring slot. 18 Splicing Splicing Instructions 13. Wait at least five minutes, then use the large cable tie to mount the splice to the riser pipe [Figure 131. Figure 13. Direct Burial Splice with Cable 14. Make the console connections at the entry point into the hazardous location. Refer to Figure 14 for making field wiring connections. Use wire nuts provided with Splice Kit to make these connections. SPLICE CLOSURE (1 PER PROBE OR SENSOR) t • WHITE FROM TO — • K PROBE OR MONITOR i • BARE TWO WIRE SENSOR A • WHITE TO 8 BLACK FROM MONITOR C • THREE WIRE • BARE SENSOR. spliceVIdwrgdg.eps Figure 14. Field Wiring Diagram 15. Splice the Direct Burial Cables using the Splice Kit for all probes and sensors. Use the console to verify wiring, connections, probe and sensor operation. Do NOT proceed until the entire system is communicating with every probe and sensor. 16. There must be no paths for gases to pass from the Hazardous Location to the Non - Hazardous Location. To ensure water -tight seals, tighten all probe and sensor cable bushing nuts. Pour and check all seals in accordance with the National Electrical Code (NFPA 70) and the Automotive and Marine Service Station Code (NFPA 30A) since they pass from a Class I, Division I or Division II area into a non- hazardous area. 19 Filler Rod And Sealant Installation Splicing Important Using cables or sealants other than those described in this manual will void the product warranty. For sealing . the trench, the only acceptable sealant is the 890 -SL (self - levelinp) from Dow Corning. Sealant and epoxy are not interchangeable. Do not use sealant for potting wires and do not use the epoxy for covering the buried cable. The sealant.. 890 -SL, is dark gray, and packaged in cartridges and cans. The epoxy, Q Compound, is clear and packaged in a foil package. Normally the drain wire cable shield is not connected to probes and sensors in the sump area. At the other end (conduit entry point), the drain wire must be spliced to a wire connected to a bonding screw inside the console [Figure 15j. This connection effectively ties the Direct Burial Cable shield to console ground. APOR ♦ rd 0vrv2evWu3vrv4u4wv5u V1 ENSOR• © + +' SEN OR INTERFACE MODULE WHITE RED O BLACK O ZA DRAIN —9—.1 Figure 15. Bonding the Drain Wire Filler Rod And Sealant Installation C Avoid skin contact with Q- compound and sealant. If exposed, wash af- fected skin areas with.soap and water. For eye contamination, flush with water for 15 minutes and get immediate medical attention. For inges- tion, if conscious give plenty of water and induce vomiting. 1. Uncoil the filler rod over the trenches. Install the rod to proper depth [Figure 3 on page 10]. The depth, 5/8 inch, is measured from the paved surface to the top of the filler rod. Placing the rod too deep will result in the need for excessive sealant. Important v Filler rod can be installed by hand, but a roller tool to aid in placement is a better choice. Order yeeder -Root Filler Rod Installer Part No. 848100 -904. Sealant should only be installed if the temperature is above 20Y.and joint surfaces are dry,(see "Installation Strategy" on page 9 for more on application temperatures). 20 Splicing Filler Rod And Sealant Installation 2. The self - leveling sealant should be installed as soon as the container is opened. An air powered dispenser works best, but a manual pump gun can be used. 3. The following types of sealant dispenser guns are available. Order using these part numbers: ❑ 848100 -901, Manually Driven Cartridge Gun. ❑ 848100 -902, Compressed Air Driven Cartridge Gun. L 848100 -903, Compressed Air Driven Bulk Gun, for use with 4.5 gallon cans. 4. When using compressed air to dispense the sealant, an air line pressure regulator is recommended. Adjust air line pressure to achieve the desired flow rate. The air line pressure needed will usually be below 60 psi. 5.. To load the bulk gun, first remove the bottom cap. Immerse the bottom of the gun into the sealant to a depth of about one inch. While holding the barrel,.pull the piston rod back slowly. Pause at every inch allowing the barrel to fill with a minimum of air pockets. Remove gun and clean any excess sealant with a putty knife. Replace the bottom cap and attach a nozzle. 6. When using sealant cartridges, cut the nozzle at an angle and be sure to break the seal between the nozzle and the cartridge. 7. Pump the sealant along the top of the filler rod [Figure 16 on page 221. Move the nozzle along the joint pushing the sealant ahead to form a uniform bead. Fill the joint from the top of the filler rod to 3/8 inches below the pavement surface. Important,2 Filler rod must be installed to the proper depth or sealant failure may occur. When installed, the top of the filler rod should be 518 inch deep. Failure to install sealant to a minimum depth of 114 inch below grade will result in sealant failure [Figure 3 on page 10]. 21 Filler Rod And Sealant Installation Splicing Figure 16. Sealing the Filler Rod 8. Excess sealant on the pavement surface should be scraped up and removed to prevent possible tracking. 9: Use the console to again verify that all probes and sensors are working correctly. 10. Once a skin has formed on the sealant surface, about one to three hours depending on cure time, the area can be reopened to traffic. Typically the sealant surface will feel tacky. 22 Sales Offices Veeder -Root has offices around the world to serve you. Headquarters Veeder -Root Company 125 Powder Forest Drive Simsbury, CT 06070 -7684 U.S.A. (860) 651 -2700 FAX: (860) 651 -2719 England Veeder -Root Environmental Systems Limited Hydrex House, Garden Road Richmond, Surrey TW9 4NR ENGLAND +44 (0)20 8392 1355 Brazil Veeder -Root do BRASIL Rua ado Benatti, 92 Caixa Postal 8343 01051 Sao Paulo BRAZIL. +55 (0)11 3611 2155 Germany Veeder -Root GmbH Uhlandstrasse 49 D -78554 Aldingen GERMANY +49 (0)7424 1400. France Veeder -Root SARL ZI des Mardelles 94 -106 rue Blaise Pascal 93600 Aulnay- sous -Bois FRANCE +33 (0)1 4879 5599 Canada Veeder -Root Canada 151 Superior Boulevard, Suite 24 Mississauga, Ontario, L5T 21-1 CANADA 905- 670 -2755 Singapore Veeder -Root Singapore 246 MacPherson Road #08 -01 Betime Building 348578 Singapore +65 (0)745 9265 Mexico Veeder -Root Mexico Prado de las Camelias No. 4483 -4 Praddos Tepeyac C.P. 45500 Zapopan, Jal., MEXICO +52 (0)36 -47 -3750 VEEDER -ROOT 576013.858 rev: D ' UNDERGROUND STORAGE TANK PERMIT APPLICATION TO CONSTRUCTdNSTALL NEW TANK (NEW FACILITY) i NEW TANK INSTALLATION (E)(ISTING FACILITY) / MODIFICATION /$ MINOR MODIFICATION - FACU1TY jr1st, d_ Rf�f f PERM N0. TYPE OF APPLICATION: 0 NEW TANK INSTALL / NEW FACILITY Check one item only) 0 MODIFICATION OF FACILITY BAKERSFIELD FIRE DEPT. Prevention Services 1501 Truxtun Ave., 1st Floor Bakersfield, CA 93301 Tel.: (661) 326 -3979 Fax: (661) 852 -2171 Pago 1 of 1• O NEW TANK INSTALLATION / EXISTING FACILITY 0 MINOR MODIFICATION OF FACILITY ART DATE nc l}ti'v .14 ,y4 f .. ._ #_. '.,t. ING ACLITY NAME Y y ACLITY ADDRESS CODE cALI i i33o 1 TYPE OFF BUSINESS ;'. 4f7--4/ TANK OWNER NO DRESS CODE T)4 r r .46A � o s` `'�' 'is t rR? f 'A ':�s '',` f "� k"rtr�33�1a- ?j±. i� Y,�'� F � ;,�^ :: F �y � �, r' �# �t� y Nrsv �1f*.' ^.i }r?'r ^>.�'�Y��^�,�,�:r+SF �di § -, ' #r,. -. � � Kti•: �.tirJs�` � '''r7�'fQ,`�.$' 4��'aKr.'`�,� '✓}Y��R4 %.,� ��` nc,'S 4!':,�. �1s'. '., .s. r . « rp, r „a ., t+',•. v v7'� -'+ ������"�rn�+ 4`�d�';t�� '� �.r.;��. - `'�;,,fi tX' 2�`S2'�. .n.+,. .w cam`. s t� L �"d� - °r!•'v�',� 52.: �}.yF �'naT ,jF•' .�;f.�l,f,�y t R s-S .Grit` k6 '?. •f fy. ..% if §yr E1 T. . �. ,�5., z F ' �. .!`� }. c ff . � K3 � '4Y' �S�r^rsx `}' :fi -�'9D+ . �,YY � •l` �.f BWEF�Y oESCRIBE THE WORK ro BE ooNE LF o✓L- LOS/ L o rnw/ C Y! WATER TO FACIM PROVIDED BY DEPTH TO (MOUND WATER SOIL TYPE EXPECTED AT SITE NO. OF TANKS TO BE INSTALLED ARE THEY FOR MOTOR FUEL SPILL PREVENTION CONTROL AND COUNTER MEASURES PLAN ON FILE .0 YES 0 NO 0 YES 0 NO 7U applla vhas rmtve4 wdwmw* o d will comply with the as2died m&dow of the pamlt and any otherstate, lord and federal regulations Thisform has been wm*ted w derxnalry ofperjW and to the best ofmy lorowledge, is due and correct. APPLICANT NAME (PRINT) JAa+tl 44A APPLICANT SIGNATURE THIS APPLICATION BECOMES A PERMIT WHEN APPROVED FD 2086 (Rev. OR" BILLING & PERMIT STATEMENT PERMIT NO.: B�AKER3FIELD, FIRE DEPT: Prevention Services RfII N 1600 Tn== Ave Ste 401 w f BakkerrsWd CA 93301 Tel.: (661) 326 -3979 • Fam (661) 852 -2171 AH permits must be reviewed, stamped, and approved_ PRIOR TO BEG1NN /NG GYOJVK ON THAT PROJECT. ■ ■ CALCULATION Ed PER1.11T TYPE FEE • DUE ❑ Alarms - New & Modfixtions - (Minimum Charge) -$280.00 1 • ONL ACCT NO SITE INFORMATION O LOCATION OF PROJECT a . �L. T� v � PROPERTY OWNER STARTING DATE COMPT.ETION DATE .r )r -L.� NAME so � PROJECT NAME � TA�� O ADDRESS ,� // E. 1T2' PHONE No' / o — h- . PROJECT ADDRESS CITY STATE ZIP CODE CONTRACTOR INFORMATION Over 10,000 Sq. FL CONTRACTOR NAME CA LICENSE NO. A-y1'l TPE Y OF UC84M EXPIRATION DATE PHONE NO. -8 xcS tC O Sd f D NA o icy 392 CONTRACTOR COMPANY NAME FAXNQ 84 .2 — Otoo1, ADDRESS 5uy CITY ZIP CODE 9 sac). AH permits must be reviewed, stamped, and approved_ PRIOR TO BEG1NN /NG GYOJVK ON THAT PROJECT. ■ ■ CALCULATION Ed PER1.11T TYPE FEE • DUE ❑ Alarms - New & Modfixtions - (Minimum Charge) -$280.00 1 • ONL ACCT NO 98 O Over 10,000 Sq. FL Sq. FL x.028 = Permit fee ■ n 64 o Spriniders - New & Modifications - (Nunimum Charge) $280.00 88 . O Over 10,000 Sq. FL Sq. FL X.028 a Pwmft.fee 88 O Minor Sprinider Modifications (< 10 heads) $ 96.00 [Inspection Only] ; 84 !i8 ❑ Commercial Hoods — New & Modifications $ 470.00 n ■ 988 ❑ Additoona/ Hoods $ 5&00 ■ ■ 88. ❑ Spray Booths - New & Modifications $470.00 • r 84 98 O Aboveground Storage Tanks (InstalWodlnsp: 1" Time) $180.00 r 82 ❑ Additional Tanks $ 96.W ; 82 _ O Aboveground Storage Tanks (RetwvadUlspectlon) $109.00 : 82 O Underground Storage Tanks (InstaWonAnspection) $878.00 (per tank) ■ 82 O Underground Storage Tanks (Modlficadon)- $878.00 ow8 t9) a 82 Ak Underground Storage Tanks (Minor Moditicavon) $167.00,6% —. ■ 82 ❑ Underground Storage Tanks (Remove!) $573.00 (per tank) ■ 84 O Oilwell (Installation) $.96.00 84 ❑ Mandated Leak Detection (Testing) /Fuel Monit.Cert/SB889. NOW $96.00 foreach type oftest /pers/te (own lfwhedtded at the Sam time). $'9g�6@-(per- sitel� r � r ■ 82 ❑ Tents $ 96.00 (per too ■ 84 O Pyrotecftic . (Per event. Plus Insp. Fee ® $96 per hour) $ 96.00 + (5 hm mta standby tee Anspecston).$576..00 ; 84 ❑ After hours Inspection fee $121.00 ■ 84 O RE- INSPEC7ION(S) /FOLLOW -UP /NSPEC77ON(S) $ 96:00 (per hour) ■ 84 0- Portable LPG (Propane): NO. OF CAGES? _ $ 96.00 ■ 84 O Explosive Storage $266.00 ■ 84 a Copying & File Research (Ills Fiessamh Fee $50.00 per hr) 250 per page ; 84 Q Miscellaneous 84 FD 2021 (Rev. 06A')7) 1- ORIQWAI. WHrTE (to TYeawry). 1-YELLOW (to Fire) 1-PINK (to Customer)