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Home My WebLink AboutUNDERGROUND TANK (5)KERN COUNTY HEALTH DEPARTM~NT --~'~ .... - "~"~ ~I?O0-FLGwER-~STREET DIVISION BAKERSFIELD CA 93305 ENVIRONMENTAL HEALTH i ' HAZARDO~S~SUBSTANCES SECjN ' ~ PHONE (805) 86t-3636 ........... : INSPECTION RECORD ~ pOST CARD AT JOBSITE FACILITY PERMIT OWNER ' ADDRESS 7.~,! ~.~ ~/J ADDRESS ?J~l ~4~m~ ~[v~ ~~'~~~~ C TY 5. . C TY INSTRUCTIONS: PleaSe.call for an inspector only ~hen each ~roup of inspec~ions with the sa~e ~nu~ber are ~eady. They rill run tn consecutive order be~tnntn~ ~ith nusber 1. .~0 NOT cover ~ork for any nusbered ~roup until all tte~s in that group are sl~ned off by the Per~tttin~ Authority. Follo~tn~ these instruttons ~tll reduce the nusber of required Inspection 'visits and therefore prevent assessment of additional fees. - TANKS & BACKFILL - INSPECTION . INSPECTOR Backfill of Tank{s} ~'~. Spark Test Certification Cathodic Protection of Tank(s) - PIPING SYSTEM Piping ~ 2a:::~ w/Collection Sump Corrosion Protecti'on of Piping, Joints, Fill ?ipe Electrical Isolation of Piping Fro~ Tank(s) Cathodic Protection System-Piping SECONDARY CONTAINMENT OVERFILL PROTECTION LEAK DETECTION - Liner Liner Installation - Piping Vault With Product Compatible Sealer ~'Level Gauges or Sensors, Float Vent Valves ~o~A~ ?roduct Compatible Fill BoX(es} ~/~/~ ~/~.~), ~ff/~)~~:~ Product Line Leak Detector(s} ~,~j~CJ-) Le~ Detector(s) forAnnular Space-D.W. T~k{,) ~/~/ ~ "-~)~~ Monitoring Well(s)/S~p(s) Le~ Delection Device{s) For Vadose/Oroundwater - FINAL - Monitoring Wells, Caps & Locks Fill Box Lock Monitoring Requirements Bakersfield, California 93305 Telephone (805) 861-3636 PER)lIT TO CONSTRUCT UNDERGROUND STORAGE FACILITY FACILITY NAME/ADDRESS: Carnation Ice Cream Facility 7301 District Blvd. Bakersfield, CA ~J~*ERN COUNTY HEALTH DIEPARTMEe ENVIRONMENTAL HEALTH DIVISION OWNER(S) NAME/ADDRESS: Carnation Ice Cream 7301 District Blvd. Bakersfield, CA 93313 HEALTH OFFICER Leon M Hebertson, M.D. DIRECTOR OF ENVIRONMENTAL HEALTH Vernon S. Reichard PER~IT NUNBER 3100648 CONTRACTOR: University Mechanical 4464 Alvarado Canyon Road San Diego, CA 921205 License #394583 IXXl NEW BUSINESS I__{ CHANGE OWNERSHIP {__{ RENEWAL I~1 MODIFICATION ] I OTHER PERMIT EXPIRES APPROVAL DATE APPROVED BY October 20, 1988 October 20~ 1987 Joe Canas ................... POST ON PREMISES ....................... CONDITIONS AS FOLLOWS: 1. All construction to be as per. facility plans approved by this department and verified by inspection by Permitting Authority. 2. Ail equipment and materials in this construction must be installed in accordance with all manufacturers' specifications. 3. Permittee must contact Permitting Authority for on-si~e inspection(s) with 48 hour advance notice. 4. Float vent valves are required on vent/vapor lines of underground tanks to prevent overfilllngs. 5. Construction inspection record card is included with permit given to Permit'tee. Thls card must be · posted at jobslte prior to initial inspection. Permittee must contact Permitting Authority and arrange for each group of required Inspections numbered'as per instructions on card. Generally, inspections will be made of: a. Tank 'and backfill b. Piping syMtem with secondary containment c. Overfill protection and leak detection/~onitoring d. Any other inspection deemed necessary by Permitting Authority 6. Ali underground metal product piping, fittings, and connections must be wrapped to a minimum 20-mil thickness with corrosion-preventive, gasoline- resistant tape or. otherwise protected from corrosion. DISTRICT OFFICES Oelano . Lamont . Lake Isabella . Mojave . Ridgecrest . Shafter . Taft PERNIT TO CONSTRUCT UNDERGROUND STORAGE FACILITY PERMIT NUI~ER 310064B ADDENDUN CONDITIONS'AS FOLLOWS: 7. Pressure reducing leak detectors are required on the diesel· fuel product delivery pipe lines' 8. No product shall be stored in tank(s) until approval is granted by the Permitting Authority. 9. Contractor must be .certified by tank manufacturer for installation of fiberglass tank(s), or tank manufacturer's representative must be present at site during installation. ACCEPTED BY '..~ ~. ~ DATE Permit Application Checklist Name Facility Facility Ap Applicatio~ Category: ~/ Standard Design (Secondary Containment) Motor Vehicle Fuel Exemption Design (Non-Secondary'Containment) Approved Permit Application Form Properly Completed Deficiencies: 3 COpies of Plot Plan Depicting.: Property llnes Area encompassed 'by minimum 100 foot rad'ius around t'ank(s) and piping Ail tank(s) identified by a number and product to be stored __ Adequate scale (minimUm 1"=16'0" in detail) I" ~ ~' North arrow All structures w~thin 50 .foot radiUs of tank(s) and piping Location and labeling of all product piping and dispenser islands Environmental senSitivity data including: *DePth to first groundwater at site *Any domestic or.agricultural water well within 100 feet of' tank(s) and piping *Any surface water in unlined conveyance within 100 feet of tank(s) and piping *All utility lines within 25 feet of tank(s) and piping (telephone, electrical, water, sewage, gas, leach lines, seepage pits, drainage systems) ~ *Asterisked items: appropriate documentation if permittee seeks a' motor vehicle fuel exempti6n from ~econdary containment Comments: ApProved 3 Copies of Construction Drawings Depicting: Side View ~f ~ank I~s~al-~with Bac'kfill~ Raceway(s), Secondary Containment and/Or Leak Monitoring System in Place Top'Vi'ew of Tank Installation with Raceway(s), Secondary Containment and/or Leak Monitoring System in Place A .Materials L~_st (indicating those used in the construction): Tank(s) ~ .;4D~ Product Piping Raceway(s) sealer(s) Secondary Containment Leak Detector(s) . Overfill Protection' Gas or Vapor Detector(s) Sump(s) Monitoring'Well'(s) Ad'd%ti6'nal Documentation of Produc~ Performance Additional Reviewed By Date SITE INSPECTION: Comments: Approved Disapproved Inspector Date · Underground-storage--tanks shall be double-wall, fi_berglass".Fty-p~'~i~O'r l~ii-e- ......... fo1 lowing: ...... .. 1~ Diesel oil '- .2. No. 6 fuel oil. . . Ce locations, and fitting Sizes shall be as i.nd~.cated on the.dra~_!.ngS. D." Tank construction and installation Shall meet the following standards: 1. 'ASTM D 4021-81, Glass Fiber ReinforCed Polyester Underground" Petroleum Storage Tanks. 2.' 'UL 1316, Glass Fiber Reinforced Plastic Underground Storage Tanks for 'Petroleum ProdUcts. . ......... . Underground storage tanks shal 1 be U.L. 1 abelled for petroleum products. Model 'number, gal lonage capacity, dimensions, -manhole -s izes.--.-and ............................. 3. NFPA 30 - Flammable and Combustible Liquids Code. . ' 4. NFPA 31 - Standards for Instal lation of oil Burning Equipment... ...... 5. Factory Mutual File J.I. OK6AF.A5. . ' ~. 6: National ..sanitat~ionFoundation Tes;t'~ng L-~bjrat°ry, January' i'984.:,; - ..... :~.-' listing of'plastic piping'system components'-~id"-r-elated mat--erialSj Standard 15.~ 7. MIL-T-52777A, dated July 6, 1978, - Tanks, Storage,. Underground~ G1 ass Fiber. Reinforced Plastic. ' . -18.. california undergmound Storage Tank:_Regul. ation$';--August:"I985?:--s~--z-s. - 'Y~ ' 'gJ N~PA 30A - Automotive and Marine Service__.Sta~t_ion_.Code --__- ....... lOj'--Env-i-l?~)nmental ProtectiOn- Agency Regul a~:ions: ifo'rZ'Und~pgp6-Oh-d Storage Tanks. 11_._ _l~tr_5_-_8__4_8_,2'Hapd!ing of..Airc!~aft and Automotive Euels.. January, ~1-984.- ..... 12.' Underwriter's Laboratories, Inc. (UL) File MH 7991 dated October 13. 1980 for storage of fl.ammable liquids,;...as .update-d-'-under UL fo-lloWLup service in letter of...July 6,'1981-. ............................................. 13. UL 842-1980 - Standard for Valves for Flammable Fluids. P. N. 7032 UTILITY PIPING EQUIPMENT 15700'13 '3. Internal Load Primary tank and annular space shall withstand a pressur.e-test of-'"(~..'-. 5 psi, resulting in a 5:1 safety factor. 4. Designed-to--support accessory eqd)~pme'ntj F. All primary tanks must be vented. G. .Tanks shall be capable of storing, liquids wi'th a specific gravity up to H. Tanks shall be capable of storing the indicated fluids at temperatures not to exceed 150 degrees Fahrenheit at the tank interior.surface. I. Tanks shall be chemically inert to petroleum products. J. Annul ar Space: . 1. Tanks shall have a space between the primary and secondary shel walls to allow for the free flow and containment of all leaked product from the primary tank. 2. Tanks shall be designed to provide monitoring capability: Accessibility to the tank bottom betWeen the primary and secondary walls at both end of the tank. Tanks shall have one 4 inch N.~.T .... fitting located at each end of the tank. Also prov)de, the-following: 1. Anchor straps: a. Gl. ass fiber, reinforced plastic. ....... b .... _Number and._locatJon as specified_.by manufacturer. c. Capable of-~i-~-)~stanjing the tank buoyancy load. Certification pl ate: a. UL and·FM-~labels. b. perm~5~n~tiy 'affixed. 3. Flanged manways: a. Complete with UL listed gaskets, bolts, and covers. 4. Manway risers, with manhole box and cover. P. N. 7032 UTILITY PIPING EQUIPMENT 15700-14 5. Fill tubes: a. Fiber glass-reinforced plastic. 6. All required connections, as indicated. 7. Lifting lugs. 2.09 Be .9- Carbon steel .ladder. 10. Tank wall monitoring reservoir. .... i.DWT_2P' a. With cover, bolts, and gaskets. A. ~ fetlo~tmj add~t(onal accessories shal be f~n(sh~ for t~ . ~ d~l:~l ~ f~ otI-K~ 61'stqr~e ta~s. Suction heating coil for No. 6 fuel oil tank. -10 psig steam. O~ens-Cor~imj 'No, RSIO Reservoir Sensor - for monitoring .of tank wal 1 s. '" a. Mounted in Schedule 40 PVC riser pipe with pipe cap. '2. b. With flexible condUit and an explosion-proof junction c. Mounted on reservoir provided, with tank. Tank Wall Leak Detection Control Panels: a. Owens-Corning Model SBO011. · ..... . b. Located in Vehicle Repair for Diesel-Oil Tank. Ce Located in Boiler~ RoOm- for FU61-'Oil N° --6":Fj:~¥-:: ' Each panel shall include:· 1) 2) 3) UL Listed electrical components - WeatherprOof, NEMA Fiberglass panel hous!ng. 120,volt, I phase, 60 hertz. P.N. 7032 UTILITY PIPING EQUIPMENT 15700-15 -' ' 4) Single mnitortng circuit. ':-" e S)' Nomal and Alam'Panel Lights. 6) A1 arm test button. .7) Warning bell. · 8) Alambell silence switch and light' 9) Transmission contacts. ee 10) Wa11 mounting hardware. - ............. : 2_: ............. ::.:'._:'. ........ This Contractor shall furnish all conduit and wi.ring (:16 AWG, Type HTW or 14 AWG, '.Type THNN) between the panels " and the probes. OPW Fill PiPe Assembly: ' a. No. 61-T Fill Tube - terminating at 5~6 inches above bottom of tank. . ..... b... No. 205 Fill Tube Strainer. c. No. 61-AS Adaptor and No. 62-TT Cap - located where indicated. .d. For Oi_esel Oil Tank- Pump Manway Leak Detection'Probe:':''' ......... a. Pollulert No. FO241RRA. ::. b. Mounted-in.4 inch~ Schedule 40 PVC pipe --~9-inch~s .long. c. With flexible conduit'*and an explos, ion-proof j'jnCtion· d,.. Br.a_cketed to wa!l of piping sump. For both tanks - Double Wall Piping-Leak ~)etection Probes: ..... Pol lul ert-.No.-'FO2¢IRRA. ' :: ' ..... Mounted in Schedule 40 PVC riser pipe with p!pe cap. With flexible conduit and an explosion-proof junction box, Located ~here indicated, or as required by governing authorities; 3) LCD displays. 4) Keyboard entry Of alarm conditions and relay c 1 osures. Po1 lulert-No-:: 'FD24'~RR~: ........ "::: _ .... '-' ~unted in g inch diameter vertical...sunp screen. . With f!exible conduit-and -an.exptosion~proof junction box. - Leak Detection Control Panel: : ' ' a. Pollulert FO103. Mounted:in'¥e'h-icle RePair for. the.Diesel Oil Tank. ~unted in Boiler Room for the Fuel Oil No. 6 Tank. Including: 1) 3) 4) N£MA 4 Encl.osure. 120 volt, 1 Phase, 60.be'rtz. LCD displays. KeybOard entry of alarm conditions and relay closures. b. 10. S) Rudtble alam... ..... .-: 6) Internal 'circuit breaker. 7) Micro-I~roce~-b'~sed system,. 8) TransmtsStoncontacts.- 9) ~all mounttn~ hard.are. e. For Pump I~anway. Ground ~ater/Leak, and Double ~all Piping Leak-Detection.' fe This Contractor shall prOvide all..conduit and Wiri'ng (16 AWG, TZpe MTW or 14 AWG, Type THIIN) between the panels and Probes. Vent Fittings: a. OPW 523 Pressure Vacuun Vent for the Diesel Oi1 Tank. b. OPW 23 Service Station Vent for the Fuel Oil No. 6 Tank. OPW Foot ValVe - for the Fuel 0tl No. 6 Suction Pipe. / Too A. Contractor shall provide all vertical, tank-mounted diesel oil pumps. B. Pumps shall be self-lubricating, vertical, submersible, flange-mounted~ centrifugal type. ~ ..... ~. ......... C. Model number, quantity, pump flow capacity, total dynamic head, speed, impeller diameter, tank size, number or. stages, fluid characteristics, ..... · horsepower, and voltage shall be as indicated on the drawing. D. EachP~np assembly shall include: 1. Conduit junction box with cover. 2. Compression seals at top and bottom of conduit. 3. Syphon check valve and syphon tube. 4. Extractor nipple. ® 6 inch flanged discharge manifold- sealed to prevent leakage - arranged to allow full extraction of pump and motor assembly'without disconnection' of discharge piping.. 6, 3 inch discharge connection. 11. Internal check valve. 3 inch pipe column. Built'in expansion relief valve. Hermetically sealed motor. a. Explosion - proof b- Rated fOr use in Class I, Group D flammable liquid. ~'¢. '-~lug-in electrical connector. Thrust bearing- self-equalizing and· self-leveling. 12. Aluminum impeller- statically balanced. 13. Air eliminator tube. 14. Inlet diffuser. P. No 7032 UTILITY PIPING EQUIPMENT 15700-16 ._ ....... 15~ Motor contro1. box.- remotely mounted - includifig: ........... ~-'~- =''- ~'-': ' a. St arting relay b. Line contactor relay. ..................... c-.- Starting capacitor. d. Running capacitor. e. Terminal block. f. Overload protectors. g. Overload protector· heater element. E. ·Pump assembly shall be arranged for mOunting in a 6 inch flanged tank connection. Fe G. H. Pumps shall be as manufactured by Red Jacket. Pump motor assembly shall be readily separable from the pump column by the removal of four bolts and disconnection of the plug-in electrical connector. All pumps shall be. Under~riter's Laboratories {U.L.} l'!sted. Ce Fuel dispenser shall be 'i'slandLtype designed for ~se'wi~h a" remote pump. DiSpenser shall have..the capacity to handle 50 'GPM of di'eSel oil.-" Dispenser shall be co'nplete with: 1. Positive displacement meter with air"eliminator. a. Accurate to + 1/2 of 1 percent ..... Register: ............. Dual-faced, four-wheel non-computer. Electric reset. c. Recessed face. d. 1,000-gallon delivery. Po No 7032 UTILITY PIPING EQUIPMENT -:15700-17' e. 1,000,000 gallon totalizer. 3.~ Switch operating lever. 4. Hose and nozzle: a..1-1/4 inch by 12 foot hose wit~'-swi~el.. b. Shockproof self-closing nozzle. Cabinet: a. Heavy steel frame. b. Front and rear access doors. c. Dial illumination. d. Baked enamel finish. · 6. Hose retrieval device. 7. Locking device. D. Fuel dispensers shall be as manufactured by Gasboy (William M. Wilson's Sons, Inc;), or Tokheim. . 2.12 ' ~' ~" ' " i""..~ ~'.'- .... "~''- A ma~'~nce Parts storage b~ildi.ng.. ' ~ser air compressor locl B. in the cOmpressor shall two-stage· air-cooled· tank-r type, Gardner-Denver and shall be complet~ 1. _Scneen type suction ~er. 2. ·1-1/2-HP TEFC motor wireJ'for · reciprocating the following: V-Belt drive including approved belt guard. 'olt, 3 phase,.60 hertz service. and ad ~le sheaves, and OSHA' Horizontal'60 pressure gat support 1, receiver, ASME National safety valve, auto drain valve, out .tamped: having a stop valve and 5. Cont s for automatic start/~top operation. .¢. P.N. 7032 UTILITY PIPING EQUIPMENT 15700-18 0 0 iO Iq8.2 'RIF Llgll~l. 5'.0 :~.H'I'RIFU&I~I. ii Manufacturer: 6asboy. Model: 150 RDX · Maximum Oeltvery Rate. $0 U.S. GPM ~:;:'Arranged for Remote ~?.p,.,,O,~ratton, ~se Retriever .' FUEL OISPENSING AiR COMPRESSOR_ . I~nufecturer: lnger~.o11-Rand Model: T30 CFM: 7.a, Oischarge. tS0 PS!G . HP: ! t/2, ¥olts/PHese/Hertz. 4GO/3/UO Receiver: 201n. Dl&m.. By 49tn. Long. - GO Gal. AiR' HOSE REEL - FUEL DISPENSING. ManUfacturer: I~nn~y l~i._~l :. 71G-IG-17C* 'Type: Sprlng-Re~lnd Hose Reel with Hose Stop. Zn. cluding: 2Oft. of 311) inch Air Hose with Air · , Chuck · Fiberglass Reel Enclos, ~ · ~r,~factumr: 6ardne~l)enver Ot_a~.ter: ~2 inches, !'.Type.. Yertlcal . loft- 0 in, · DIESEL OIL PUMP ' Manufacturer: Red JacEet GPH: 50, Head: 30 Ft. HP: 3/4, Volts/Phase/Hertz: Tank Size:: 8 ft. Otameter Flutd: 01ese1 0tl DIESEL OIL STORAGE ~K 460/3/60 Manufacturer: Owens-Corning Type: Double-gall Fiberglass Nominal Capacity: ~0,000 Gallons Diameter:.. 8 ft.,Overall Length: Fluid:' Otesel 0tl Including: See Specs. FUEL.OIL NO.6 STORAGE TANK Model: Manufacturer: · Owens-Corning ' Model: Type: · Ooul~le-W. al) Fiberglass DWI -2P 30 ft-9tn.' DWT~P k .l~mtnal CaPacity: I0;~10~ Gallons '~ -:' §taeeter: -Blt., Over~ Length: ~ft. -gin'. Fluid: Fuel 0tl No.6' Storage Temp: IO0°F Including: Tank.Suction Hea~erl- P$[G $~am Accessories: See Specs. ..i l':!ii!~'~¢-~ ':.',.':~, ~ ~';:'?"3;04 ...... ".'"UN~RGROUND'""' ":?: '~:':"' ~" ~"$TORA6E'"~"TANK:: 'I NSTAL~t~T TON;' .... ;~"~'"--~"~: ...... "':";! ..... '-' ~ ';;"':'"'"':~i'::'"'-:?~:'"':~:~i ":"":'::~;'~" "'''~' '~. ' A. Diesel Oil,: and F'~Je'l'Oi1 Ho. 6 Tai~ks shall be' installed ~n-"-:,/ | . ~.~ '.,' .. accordance with the latest EPA, Federal, State, and local ·. regul ations. B. All diesel oi1 piping shall be sloped uniformly downward from the diesel fuel_..dispensing pumps to the .tank. All tank vents shall be sloped uniformly downward from the vent risers to the ta6k. C. Product and vent piping shall be installed a minimum of 18 inches below finished grade. Backfill material shall be clean sand, free of all rocks, stone, brick and debris. D. Handling, Testing, and installation of these tanks shall be .in. strict accordance .with the manufacturer's .current installation instructions provided with these tanks. E; Tanks shall be tested aboveground, prior to installation, at 5 -psi pressure a minimum of one (1).hour. Fittings shall be soap tested f~r leaks. ..~?:~ ~ F. Tank h~ie .size ~all be large enough to allow a minimum of 24 :..':'.~:~: inches between tanks, and 24 inches from ends and sides of tank to hole wall. Tanks shall be set on a 12 inch bed of pea gravel between tank and anchor slab backfill in tank excavation, and up to 24 inches above top of tank shall consist only of pea gravel. Pea gravel shall be a naturally rounded aggregate, clean, and free-flowing, gravel ,.. wi th practical size not less.than 1/8 inch, F or more than 3/4 inch, in diameter. Field Coat all exposed inetal )0-25 ~ anchor:s,.cables, and turnbuckles_ _w!.[h Koppers Bitumast. i_c .Humber 50. (~' G. Tanks shall be filled with product .immediately after backfill'. :iS brought to top of tank, but only after all required Regulatory .. Agencies have tested and inspected this installation. . H. The Fire InsPection DePartment of the City'of Bakersf, ield, ,-:~:~. California, and any other required agencies, shall inspect and. .... approve the installation of all underground storage tanks. I. All tanks shall he tested in the .ground. Tanks shall be tested at a pressure of 3 psi, measured at the top or the tank.. Tw6' (2) pressure gauges will be utilized to prevent erroneous readings. They shall be tested for a period of at least one (1) hour With- out leakage'or deformity. J. All tan'ks shall be backfilled to 50 - 80-percent of the open earth area they occupy with pea gravel. This will allow the inspector to obtain the tank serial numbers, so .they can be filed with the permit. After the test, tanks will be conpletely covered with pea gravel. K.All valves, Piping, and fittings shall be soap-tested to determine that .there is no leakage. L. The Contractor shall have in his poss.ession a valid stamped site plan and approval from the required Regulatory Agencies. The 'i:~!'::::?:'!::.:ii:':?!:-:!i:i inspector will always obtain the tank s.ize and serial number of , all tanks being installed undergr, ound. A minimum of twenty-four (24) hour advance notification to the Regulatory Agencies wi..ll be reo~JirPd fnr all to~t~ 1-55 & FRONTAGE ROAD JOLIET. ILLINOIS 60436 Znsul- PHONE: 815-741-6700 TELEX NO 72-3459 SUBHZTTAL DATA DATE: September 18, 1987 JOB NAHE: Carnation Co. LOCATION: Bakersfield, California CONTRACTOR: University Mechanical''~ SYSTEH: Fuel Oil #6 - Below 6round CARRIER PIPE: Series 2000 Bondstrand Fiber Reinforced Plastic, bell and spigot, designed to withstand 250 degrees F, in 30-foot lengths. )ACKETZN6 HATERZAL: The conduit shall be 10 gauge spir~l butt welded smoothwall steel in conformance with ASTH A-139. 'The interior surface shall be smooth to permit free moisture drainage. The outer' casing shal'! be sized to provide an adequate annular space between the outer Surface of the insulation material and the interior . surface of the casing. The interior surface will be coated with 6 mils of epoxy for corrosion resistance. The exterior surface wi]! be coated with fusion bonded epoxy in a green finished coat with a melting point of 500 degrees F. No g]asswrap or filler materia]s sba1! be used in the epoxy. ~otal thickness of the exterior coat will be a minimum of 20 mils. All exterior and interior conduit surfaces shall ~e shotblasted prior to the coating being applied. The fusion bonded epoxy shall conform.to these ASTH Standards: ASTH 01763 ASTH Gl7 - ASTH 01044 - ASTU 01474 - ASTH 02370 - ASTH G.14 - ASTH G8 - ASTH 01002 - ASTH 0659 - ASTH 02S7 - ASTH 01000- - ASTH 653 - ASTH 61tT - Disclosure of properties of the epoxy sub-components Penetration tests Abrasion desistance Hardness Tensile strength and elongation Impact Tests Salt Croc~ Sheer strength and adhesion Compressive Strength Volume Resistivity Electric Strength weathering Salt Fog University Mechanical Page 2 September 18, lg87 Jacket Size JacKet ThicK. 3" 6-5/8" l0 gauge 2" 6-5/8" 10 gauge INSULAT]ON OF COUPLIN6 JOINTS: As per the attached instruction sheet titled ".Installation Instructions for Rovanco's ]nsul-8 Conduit*'. ~ITTIN6S: All fittings will be filament wound 6ondstrand 2000 bell by bell type and pre-fabricated. ENO SEALS: · End terminations of containment pipe system will be provided with lint seals. ANCHORS: FRP:ptpe'should be joined to steel systems with flanges. Flanges to be the same material as the carrier pipe. All steel systems must be anchored within S feet of connection point-to eliminate any thrust, stress or tor. que from the steel piping being transferred to the FRP. · FRP transition anchor is recommended at all horizontal wall "penetrat.tons if. the nearest anchor point is (arther than 20' per d.rawtng III-A, by others. .. THRUST 8LOCKS: All changes of direction will be poured in concrete thrust blocks to provide anchor points and direct the expansion and'contraction. TEST CANS: No test cans have been included to pneumatically test the conduit at open ends. If you require the use of test cans, please notify our Customer Service Oepartment with the quantities and sizes. NOTE: Contractor to' field verify dimensions on Rovanco's drawing #1165'87-C-0. V llCO 1-55 & FRONTAGE ROAD JOLIET, ILLINOIS 60436 :l:nsul.( . PHONE: 815-741-6700 TELEX NO. 72-3459 RECE]PT AND HANOL]NG OF ]NSUL-8 P~PIN6 INSPECTiON:. All shipments should be inspected on receipt. Examine. ** all pipe and accessories as they are unloaded. Hate a thorough chect to insure, every item on the pacting list ts received. Chect the contents of cartons to insure the materials, have arrived safely. 0o* not throw the cartons from the vehicle. Handle all mater*leis carefully at a]] times. Have the. carrier mate out a damage or short receipt tf any.discrepancies are found. [oep a signed copy of this receipt.and notify Rovanco Corp. tmmediat-elyo We will not be responsible for damage or shorts reported later than 3 days after receipt. UNLOAO[H6: : Rovanco lnsul-8 Systems are manufactured*to withstand norma'l field handling but, lite may piping, tt.~an be damaged by careless handtingo ]f ustng'mechan'tcal means for unloading, use nylon. slings, not chains or cholers to unload the pipe. if the pipe is*to be unloaded by.hand, it can be s. lld one length on another, however, the ' bottom-layer should be lifted to avoid damage to the casing from sliding on a rough surface. Oo not whip, throw or drop the pipe. Lay the pipe on a flat surface. ~[98~ Use dunnage .atertal under the pipe and betMeen success'tva layers to protect the casing from damage by foreign objects. Oo.not stacl more than four layers high to, avoid excess weight on the bottom' Castngs. Prior to tnstal14tton, it is recommended that the pipe ends be covered with tarp'or simt*lar material. Cartons of mater~al (lo. tape,*glue, foam ii,so fiberglass ~dhesives, otc.) should be stored in a dry area at 60 degrees to ?O degrees F. Freezing or high temperatures may effect the ability to perform their functions. Bondstrand 2000 Fiberglass Pipe and Fittings for general industrial service Uses and applications Waste water and sewage systems Potable water lines Chemical process piping Food processing plant piping Drainage systems Cooling water piping Deionized water systems Jet fuel and liquid petroleum piping Jet engine air start systems Piping systems for alkalies and nonoxidizing acids General industrial service for moderately corrosive liquids Description Filament-wound fiberglass reinforced epoxy pipe with 0.020-inch resin-rich reinforced liner. Pipe designs from 165 to 580 psi using a 6000 psi cyclic hydrostatic design basis with a 1.0 service factor. · Continuous operating [emperatures to 250°F. Advantages Excellent corrosion resistance over a wide temperature range. Weighs 1/6 as much as steel. Does not require thrust blocks at ambient operating temperatures when properly installbd. Smooth inner liner produces extremely Iow frictional loss for greater -- discharge and reduced pumping costs. Low thermal conducti~/ity minimizes heat losses. Listings MIL-P-29206 for jet fuel and petroleum liquids. · ........ U. S. Federal Regulations 21 CFR 175.105 and 21 CFR 177.2280 for conveying foodstuffs when joined with Bondstrand RP-6A epoxy adhesive. Bondstrand RP-34 epoxy adhesive listed with NSF for potable water service. Joining systems Quick-Lock' straight/taper configuration for adhesive-bonded joints featuring integral pipe-stop for predictable, precise laying lengths. F!anges and flanged fittings. VJ-type mechanical couplings; adaptors available for use of ANSI/AWWA C111 · ductile iron and gray iron mechanical couplings. · Pipe sizes ~ 1-11/2 inch: 10 ft random lengths 2-6 inch: 20 or 30 ft random lengths 8 inch: 20, 30 or 40 fl random lengths .~.. 10-16 inch: 20 or 40 ft random lengths .Pressure.performance Nominal Internal Ultimate ·Designation Pipe Size Pressure R~ting* Collapse Pressure**' per ASTM D2996 (in) (mm) (psig) (psig) 1 11/2 2 3 4 6 8 10 12 14 ,16 25 1350 7200 RTRP-11FE-1112 40 1190 7200 RTRP-11FE-1114 50 640 1500 RTRP-11FE-1112 80 425 410 RTRP-11FE-1112 100 440 '460 RTRP-11FE-1113 150 295 133 RTRP-11FE-1113 '200 255 84 RTRP-11FE-1114 250 205 41 RTRP-11FE-1114 300 170 · 24 RTRP-11FE-1114 350 165 23 RTRP-11FE-1115 400 165 23 RTRP-11FE-1116 * At 200°F using Bondstrand RP-34 adhesive. For sustained service above 200°F, reduce ratings linearly to 50% of values shown at 250°F. ' * At 70°F. Reduce~inearlyto 900/o at 150°, 80% at 200°F and 65% at 250°F. Dimensional data and weights Nominal Pipe Nominal Wall Average Pipe Pipe Size ID Thickness* 'Sectional Area* * Weight (mm) (in) (in) (in) (in2) (lb/fi) 25 I 0.98 1169 0.61 50 2 2.10 .157 1.13 80 3 3.22 .157 1.70 100 ...... 4 4.14 ..... 203 ............. 2.73 150 6 . 6.26 .203 4.06 200 8 8.22 .226 5.64 250 10 10.35 .226 7.31 300 12 12.35 .226 8.69 350 14 1.3.56 .238 10.00 400 16 15.50 .269 !2.90 Determined in accordance with ASTM D2996. Use these values for calculating longitudinal thrust. 0.4 0.8 0.8 1.2 · 2.0 3.0 4.3 5.4 6.4 7.4 9.5 Physical properties · Property Units Value Thermal conductivity Btu-in/(h' ft2' °F) 2.3 Thermal expansivity (linear) 10- 6 in/in/OF 10.0 Flow coefficient Hazen-Williams 150 Absolute roughness 10- s fi 17.4 Density lb/in3 - 0.065 Method Ameron Ameron Mechanical properties Property Unit§' 70°F 200°F Method 'Circumferential ' ' Tensile stress at weeping Tensile modulus Poisson's ratio Longitudinal len$ile strength ' lensile modulus Hoisson'$ ratio Beam ^pparont elastic modulus Hydrostatic design basis (cyclic) 103 psi 24.0 103 psi 3.65 -- 0.56 103 psi 8.50 10~ psi 1.60 -- 0.37 10~ psi 1.70 103 psi 6.0' -- ASTM D1599 3.20 Ameron 0.70 .. Ameron 6.90 ASTM D2105 1.24 ASTM D2105 0.41 ASTM D2105 1.00 ASTM D2925 -- ASTM D2992 *'At 150°F. Nominal Stiffness Pipe Beam Moment Pipe Size Factor* Stiffness* of Inertia* * (in) . (mm) (lb'in) (psi) (in4) I 25 770 26400 ' 0.09 11/2 40 1610 17200 0.36 2 '50 620 2900 0.59 3 80 620 860 1.99 4 100 1360 890 5.50 6 150 1360 270 18.1 8 200 1890 170 45.1 -10 250 1890 86 88.6 12 300 1890 51 149 14 ''350 2230 46 208 16 400 --3250 45 353 * Per ASTM D2412. * Use these values for calculating permissible spans. Fittings Designed to ASTM D1599 criteria to provide 3:1 safety factor for cyclic applications. Filament-wound fittings furnished with QuiCk-Lock bell ends including: 90° elbows,. · - 45© elbows, · 45© laterals, tees, reducing tees, . tapered-body reducers, couplings, crosses, ANSI B16.5 Cl. 150 flanges. Factory prepared flanged fittings match ANSI B16.5 center-to-face and face-to-face dimensions. Laying lengths of fittings with Quick-Lock ends match those of ANSI B16.9 steel buttwelding fittings in 1- throdgh 12-inch sizes. Flanges and flanged fittings available in either fixed or loose-ring Van Stone configuration with the following drillings: ANSI B16.1 CI. 125; ANSI B16.5 Cl, 150; APl 605 Cl. 150; DIN 2632 & 2633 ND-10; ISO 2084 NP-10; ISO 2229 Cl. 150. Other drillings, including JIS, also available. Buried installations Most installations at ambient operating temi~'~atures do not require thrust blocks. Consult Ameron for information regarding blocking of buried pipelines for your specific application. Live loads: when properly bedded in compacted sand in stable soils and provided with at least three feet of cover, Bondstrand 2000 will carry H20 wheel loadings of at least 16,000 pounds. Nominal Maximum Earth Cover Pipe Size (ft)' (in) (mm) 100'* 125 150 1 25 30 30 30 11/2 4O 3O 3O 30 2 50 30 30 30 3 80 30 .30 30 4 100 30 30 30 6 150 30 24 · 8 200 23 22 10 250 23 21 12 30O 23 21 14 350 23 21 16 400 23 20 * Based on a 120 lb/fi3 soil density and a 1000 psi ' * Internal operating pressure (psig). 23 21 19 18 17 16 modulus of soil reaction. Span lengths Values are based on a 0.5-inch deflection at midspan.* 7 25 · 20 15 (ft) 10 5 o I I I °F 100 150 200 250 °C 40 60 80 100 120 ' For fully continuous spans, values may be increased by up to 20 percent. For simple spans, decrease values by 20 percent. Field testing ConversiOns Important notice Piping system des gned foe field testingwith"~ater at 150% of rated operating pressure. I psi = 6895 Pa = 0.07031 kg/cm2 1 bar = 10s Pa = 14.5 psi = 1.02 kg/cm2 I MPa = 10~ Pa = 145 psi = 10.2 kg/cm= I GPa = 109 Pa = 145,000 psi = 10,20Okg/cm2 . I in = 25.4 mm 1 ft = 0.3048 m I lb'in = 0.113 N.m I in4 = 4.162 x 10-?rn4 °C = s,~(°F- 32) This literature and the information and recommendations'it contains are based on data .reasonably believed to be reliable. However, such factors as variations in environment, application or installation, changes in operating procedures, or extrapolation of data may cause different resdlts. Ameron makes no representation or warranty, express or implied, including warranties of merchantability or fitness for purpose, as to the accuracy, adequacy or completeness of the recommendations or information contained herein., ^meron assumes no liability whatsoever in connection with this literature or the information or recommendations it contains. ' Written comments regarding this document are invited. Please write Engineering Manager, Ameron Fiberglass Pipe Division. Fiberglass Pipe Division Post Office Box 801148 Houston, Texas 77280 Phone (713) 690-7777 Telex 293096 AMERON FPD Fiberglass Pipe Division J.E Kennedylaan 7 4191 MZ Geldermalsen The Netherlands Phone 03455-3341 Tetex 40257 BONDS NL Ameron (Pre) Ltd. No. 7A, Tuas Avenue 3 Singapore 2263 Phone (65) 8621301 · Telex 38960 AMERON RS Afflicted Companies Bondstrand, Ltd. FuJi Bondstmnd Co. Ltd. Post Office Box 589 90-1 Maeda Fuji City Dammam 31421, Saudi Arabia Shizuoka Pref. 416, Japan Telex 802958 CCPDAM SJ Telex 3925478 FJBOND J Manufactunng plants: Burkbumeff. Texas; Sl~rtanOurg, South Carolina: 8rea and Soutt~ Gate, California; Ge/derma/sen. The Netherlands and S~gal~re. Bondstrand p~l)e ~ a/so manufactured in Jal~an and Saud~ Arabia. .(' 'Bondstrand' Guide for Installing Buried Quick-Lock®Pipe Introduction · To ensure long life and trouble-free service from a piping system,'proper aPPlication of the essential princiPles of excavation, laying a~d jointing, bedding. backfilling and field testing is recluired. If pin is.instal!ed bY a contractor it is eqUallY'essential that these principles be -'-refleCted in the phrasing of contract documents and' that 'the customer enforce Ihem through:its inspection. ;Th~.~:~mfTt~ praC~:es pre,hied in '. this guide for=the installation of buried Bondstrand pil~e are developecl from the two bas,c conce~ts outlined below. ~ Both sh0uldbe rigorously maintained'to Obtain :best results..`.: ' be initiated prior to accepting the ship. merit. Under shipping procedure, title ~esses__ at the time of shipment. 1.20o not throw or drop pipe and fittings-protect from all types of. impact. 8ondstrand may be damaged tw careless handling, sometimes without exhibiting ..: visible effects on lhe pipe surface. · 1.:3 Pipe or pipe bundles may be stored for extended periods in stacksUP'to 4 feet high. The sides must be'stabilized to prevent slumping. A leveled, soft earth surface free'of rocks and other hard or sharp objects is recommended; Ifstored · in recks or on .bearing board$,'the ;' supporls should be at least 3 inches wide and smooth or cushioned. The supports 1,7 For work on the pipe. such as · cutting, preparing ends. m cleaning. two-po~, t support is r___.~,commended for 20-foot le~Jths, and three, point support for 40-foot lengths; Note:. Oo nOt place suppor? .unde~ bells. ~igots or. factory-mede joints. 2.' Assembly of Pipe and Fittings' 2.1 Prepare'and assemble Bo~strand Guick:Lockeioints in ~ with the Bondstrend Assembly Instructions. using saecial care to keep joint surface$ Clean and dry. · Note: Be sure all Pipe assemble~sare .thoroughly trained in Bo~clstrand assembly procedures, and recognize the First. the ma~ufacture~.'s recommenda- should I~-P!__.~Jed__ at two locations '. importance of using p¢oper'_Techniques. tions'.~or assembling pipe seCtio~s and..... ' l :, ~. .......... , ~ apprOximately 4 or 5 feel from e, lCh~end ... . ,.:,, . . curmg:~the'lomts should be carefully for 20-foot lengths. F. or 40-foot leneths ' :2.2 porat~on pq3e on timbers across d, tch · ' foliO: Second. each section of Pipe "4 ts should be' vi' h-': '-"f ' aS'l~own'in figure.below. ':Block into · . .. ,=~.._sul~x . ,,., , used: t :two o ..... ... :-..-: :....~ho~.,d h'av~...,ts support we!l'distributed :them placed approximately 4 or':S,feet. ... IX)S.. !t.~o~ to._holdal~t and prevent . "Under the,pipe rather than c°n~entrated ':: '! frbm ~_-a~__' end ~.the'Other twb Pl~ed '.!:L lateral movement.' F~'iillil~.. '.,di~tmete~s . ... l~'oviding pr~:'~ding: ':' .... ~ ',: ~t~:~?" '::'. :, ~: :~':": '~ :,::::".:'~' ;'~ ''~ -."~:" ::':",- .:~?~Bo~ds~~bly,!mtmct' .mm~. · ...... · -Th xo be - ,ri g: e a x ork i el;iplao.'ng .:.: O.er.:O! :-. useda~_ I gu~ .de and should:be amended .... ·pipe ~re it Will'be ~otecl~:l from !::' .: of. a ~oecific iob.:;?Because any specifica- tion should be prbperly administered and enforced, them is. no assurance--specific or:L, nplied--that i~clusion of'these · ,paragraphs ina ~'cification-will 'insure .a-successful-job; h~p. tf~:~/should as~dst~mate~lally, in accomplishing' tLis ReaiVing. s oring ,nd Ha,dling 1.1 inspect incoming shipments of Bondstrand pipe and fittings for abuse in shil30ing.. Broken pipe bundles, crushed fitting, boxes, scratched and gouged pipe · and pLoe with crushed or t~olit ends ate evidence of .such abuse. If abuse is evident, damage claims procedures must 1.6 Pipe supplied: in 20-foot lengths .. should.be lifted and carried at :the Center by hand or using.webbed straps or'.rope., I f'hendled at the end~,-:aVOid touChing and contaminating'the joining sudeces; io 4o: 00 - should be'lifted lanai carried} at ~ ' points about 10 feet from eechend. 'Use rope or web slings for mechanimlly lifting 'the pipe. 'Weights of 40-foot lengths are: I ' Diamete~ weight (40-fi {in.} ..... -' length}lb 4 . 75 8 170 ! 0 215 a' mePon. 3. Placing Pipe in Ditch 3.1 Join the pipe' sufficiently in advance of the pipe lowering operation so that no movement of the pipe will take place at Iocatioa where joints are being cured. Any vibration or movement of uncured or partially cured joints will increase the. risk of joint failures. 3.2 With power equipment or manpower, raise the pipe slightly to slide the timber support from undee the pipe. Lower the pipe into the ditch. Do not droo or lower suddenly (see fig. below). Repeat the above operation at each support. Use rope or webbed sling for lifting pipe. two menbe used for lifting and lowering 6-inch pipe. and four men be used for the . Pipe Diameter (in.) 2 3 4 6 8 10 12 .Mid.Ord'ii~i'te to 100-ft Chord Length {fi } 16.5 10.5 8.1 5.3 · 4.1 ' 3.2' 2.7 Bending Radius Iff ) 84 124 159 235 3O5 381 451 CurVature may be ~ertical, horizontal, or a combination of these. 'Restraints. if required for alignment control, shall each bear along a minimum of 4 inches of pipe surface... "CurVature Control Terminology ~- .(Maximum Depth of 5 ft.) 3.3 Should ltm'dep~hof the trench· measured from me top of the support~ upon ~hich ~e' pipe,is assembled to the trench bottom exceed 5' feet, do not lower the pipe into the trench by the method outlined in 3.2 as it may ovef~ress the pipe. It shall be the customer's responsibility to submit specific laying coaditiom (trench depth, handling equipment, pipe diameter, etc.] to Amero~ for an evaluation and recommendation for trench depths exce~ of 5 feet. 3.4 Pipe may be placed in the ditch on a curved alignment provided the curvature in the installed pipe is uniform and does not exceed the following: 4.' !'Bedding lnd Backfill " · 4.1 Bedding in thePipe zone should be sand and. must not include rocks larger than 3/8 inches U'"~am rocks of any size flotation" of the buried pipe if i~¥draulic methods of consolidation are used in cohasionless soils. 4.5 Backfill shall be deposited in 6-inch maximum layers, to a point at least two feet above the top of the pipe, each layer being compacted with suitable tampers to 85% of maximum density as determined in accordance with AS'TM D1557 for cohesive soils, or to 70% relative density in accordance with AS'TM D204g for cohesionless soils which fail to produce a well-defined, moisture-demity · relationship when.tasted in accoi:dance with ASTM 01557. Compacting shall'be done so as _to avoid damage to pipe well. Remainder of backfill shall be placed as directed by 'the engineer. In-place tests of soil density are made in accordance with ASTM D1556 or ASTM D2167. .. Note: MeChanicai comPaCtor~ may be f used provided harmful shock loads are not transmitted to the pipe. Maintaining a space of at least:one foot between tamping feet and pipe wall should avoid in direc~ c~....~Ct w~.me pi~e wa.. sand d~me~ to ~ ,ipe ,~l. ~ bedding Unde~'tbe Pipe should be a .*:-,:, ...... ninimum of: 2 :im:hes in thickneS~ Sand shall'pas~.a 3/~.inchlCreenartd not mom than 15%,shall ~_~ a:No. 200 ;sieve. 4.2 :~C~' ~..~he: tre~chboti°m and sand bed to prOvide uniform 'bearing ami ~':for'each ~eclion of pipe · along.iu~enlimlength.'=.,(Thiswill require . a shailowdel~essienfor.belis and amup~.'.m ~l~ec~ion or exceptat fittings~ 4j3-'Do not cov~ the pipe joints until all required pressure tests are performed. 4.4 Sand shall be-Uhlforrnly Compacted around the pipe with particular care given to the bedding-beneath the haunches of the pipe. Sa~d may be densified by hydraulic methods if the native S°il in which the trench is excavated is free draining. If trench is not free draining.. placemLmt of damp sand will facilitate compaction. Sand bedding and backfill should extend a minimum of 6 inches above the pipe: Note: Filling the pipeline wi~.h water or other means shall.be used to prevent 4.6 Where live !0ad COnditions do not exceed the cmwentional H20-S16 loading, minimum def~h of burial measured from top of pipe should be three.(3} feet for all diameters. At road (tossings wheee.the:loading exceeds H20-S16. the pipe must:be buried deeper, or consideration mustbe given to the use of a casing pipe. If~asing,is required, the .use of colla,rs or sleeves :is a~g(Jested .to provide protacfion for the pipe exterior. The Pipe manufactu~'er, will supply data 0~ i~ d~th of burial upon request provided complete loading and soil conditions are submitted by the custome~ for an engineering analysis. 5. Thrus~ 5.1 Evaluation of the need for thrust blodcs is the responsibility of the engineering agency designing the system. Decision will depend o~ the exposure to temperature change, sm. gas of-internal pressure ~ geometry of the pipeline layout. For each of these factors, singly or in combination, the effect of movement and thrusts on the Pipe joints artd fittings must be evaluated. (Additional information is found in Bondstrand Engineering Guides.! 5.2 Temperature changes produce stress in I:~'ied pile which is restrained by friction.of the.surrounding bedding, by pessive SOil pressures at fittings, orby thrust blOCks. Forces developed at fittings in-fully resa'ained pipe are tabulated below. Thmstin Pounds-Force at Fittings Due to 140CF Temlerature Changein Epoxy Pile Dia;: At.Tees 90* 45= (in~}:~'~ ::~Or:Ends: :ElboWs ElbOWs~ 2' "tJ~8° - 2~50 - ' 3. 2,830 :, *"4.000 2.170 _ ~.~":'; : . = oF ' . ::lnitial~tem 3ecature'. 'GO : ~ting Reducers 3x 2 235 4x2 505 4 x 3 270 6x3 t~50 6 x 4 875 8 x 4 1975' 8x 6 1100 lox 6 2650 lox '8 1550 12x 8 3350 12xi0 1800 5.4 Valves should nOrmally be blocked as indicated ~ 6.8 to support their weight. resist their thrust and to prevent excessive loads on the pile connections because of applied torque. 5.5 Thrust blo,~ks ~'e required at .?~ . hydrants and at 6-inch or larger diameter teesend elbows for fire water mains regulated by Factory Mutual .Insurance. · "6. Thrust Blocks;DeSign and ' at the same time tries m shorten longi- tudinally;: This.tensile force· in .the .... 8ond~mXl pipe Wail:.ac~. _reduca. by · su~face.(except.for valves as in 6.8). Shouldthe soil :be unstable or the · · installation below the, water table, the · ~ will have to make s0eciel ". i~oviSion to ensure stability. about 50 Pe~tthehydro~atic:thn~t on.a. fi ,~ing-;.:.Hydr0static .thrusts at "::: ::fl~:'.tn:fUllY~i~Y~maybe i':" .. 'obtained"t~°r :i00 psi Prassum:ff~m~:tfle :" It is i~nlx~ta~ to note that any follow~ng table a~d determined f0r~ther m~lic pipe must be em:bored It the IX)iflt of ' ' c~ to The RTR pipe to Ixwve~t exces- pressures by prop0~ion. : sive stresse~ being tr~ermd to the RTR pipe. Hydrestatic Thrust in Pounds-Force at" Boodstrand Fittings Cauied-by, 100 psi ...... '.. -' Preaure in a Full, Restrained SYstem {in.}. Tee .gO* 45" .~ . Lateral 2 170 245 130 170 3 405 . 575 310 405 4 675 950 515 675 6 I.~60 2~30 12130 150o 8 2650 3750 205O 2650 10 4200 5950 32OO 420O 12 600O 8450 460O 600O 6.2 Safe bearing pressures for se~wal SOil conditions are as follows: 'Safe Bearing Pressure of ~oils Soil Rock. eClUai Rock. e~uai to Im~ brick CI~/. fairly d~ G~. c~ ~. firm ~. ~. firm ~. II1~ Safe Bearing (lbs/fiz) 8.OOO 4,(300 2J300 · 16o000 8.(X)O · 'Pqes m t~e rom'm"v be resulted in Ioo.'& ' soft soils. I~rtlcu[ady when below tl~,w~ ' 6-3 Bearing area required is computed · 'using the formula: · :, R = Reaction;in POunds ~." · Sp = :' ~'Al!°Wable-. S°il 'bearing presSUre h~ 6.4 'Thrustl=loCks~or'BO~dstra~dl~iPe '; syStems;should:bepouredafter ':- - hydrostatic tasting of thepile.' Thiswill allow fo~:clea~'ViSual inspeCtion of all fitting joints du~ing:,the test.,:To retain-~ "pipe inPr0Per alignment while.testing; :~ the ptacemen! of sand' bedding ired . ? ~ backfiflper 4.4 may be' ~eqUired..Joints may be left exl~cl for during .test. i. earth'of the ' trench wall. Smaller blocks 'using a dry mix' ' mev be sheped by han~ but larger blocks (2 scluare feet or greater) will require forms. The trench should be undercut banea~h the pilesat least 6 inches to give additiof~al thrust resistance and to IXOvide for an'adequate concrete envelope a~ound the fittings. Ax least inches of concrete should be over the of the pipe. The comer of the thrust block should coincide with the horizontal cemerline of the pipe. 6.6 Unle~ otherwise specified by the .engineer, an acceptable concrete is 1 part Portland.cemen_t,.*2 pa~ts washed sand and 3parts washed gravel with anough Water for a relativtqy drY.mix..The drY mix is · easier to shape.and offers higher streflgth. 6.7. It.is impo~tent that the concrete be "worked" thoroughly around the elbows for maximum surface Contact. Take care that entire area between the fittings a~d the freshly cut trench wall is filled with concrete and free of ~. concrete vibrator,,and pipe:et.fittings .. while con~acting eoncrete..Even=indiract dali~er e~i, TG~.loadt;::this must Thrust Blocking and Anchoring at C~ossover -:"; ' _ I/1 To Facto Earth 7. Manhole Penetrations*and connections 7.1 Bondstrand piping shall be laid in such a manner as to bypass manholes unless the* draWings indicate otherwise. Wh,en 8ondstrand'plpe ~exterid$ through' . a.cono'ete wall. it khall be fitted into · metal pipe sleeve a minimum of two inches larger in diameter than the ' BOndstrand .pipe size. The opening between the metal pipe sleeve and the Bondstrand Shall be'caulk.ed with a water~°°f COmPound, whk~'~ll drY-to a firm but pliable mss., ~1~. ~~, F~ ~mbly I nstructiom. 7.3 When connecting 8ondstrand to a metal piping system, anchor metal line t° avoid stress transfer to Bondstrand. 7.4 Support valves independently of the pipe. 8. Field Tests--Using Fluids 8.1 pneumatic tests are not recom- mended because of -nfety considerations. 8.2 All free air m tl~ I~.,xtdstrand pipe must be replaced by the test fluid. Provide taps:for air and vapor removal at all high points in the sytem.' Important Notice This product !iterature and the recommendations for usage it contains are based on test data reasonably believed to be reliable. It is intended that this literature be used by persormei having ' spe'cialized training in accordance with · currently accepted industry practice and I ~ I 0 m ~afi ~ conditionS. Variation in envir°nmefit, changes in operating · . procedures, or eXtrapolation of data may causeumatisfactory results. We ' recommend Gat your. engineers verify the SUitabiliW of~this product for your intended, adaptatipn. ~nce we ha~_e no. corttrol over the co~ditiom of service we expressly disclaim respomibility for the results obtained or for any consequential or incidental damages of anY kim:l..incurred. - .... Po~t Office Box 801148 Hou~ofl. Texas 77280' a' nlePon BEG-~ IM Adhesive-Bonded Quick-Lock® joints To'make the bell and sl~igot assembly Amero~'s thermmett~ ,,~h~v".-Yoo' ~ only follow thel~ ll~by-ltep . .ll ~. ll ~ ~;.;.: ~ I ll~ ~.. adhesive to produce a strong and mile Quick-Lock joint.' ~ aSSemblin~ and in~llling,coat~d I I~O~edures n~/be required. These are described at the end Ofl~i~ ~O~hUr~o -7:) alound I)la(:(~ lh~ pl~ ffl a v~s~ btJl ~ld p~ dalll~ (.mJ~d by clamp[hq 1oo tt~hllv. U~: a 1/4.,flCh (6 mm) thick rubber pad ~t~n Ihe ~:I8mDS and · the pl~ Io protuc~ Dt~..Cul pip~ wdh ~ ~ ~dv~:f aft)of thlsn If'~lo th~ cut p~p(. :Pl~ tip lo 4 inf:l~*5 ( 100 mm) ii :~'.-('1.6 mm). 'Larger pil~ should be scluar.: ',.', '::, ..... '. ~.~ · ,/~. . · J ' ~' . , . :: . · ,v t . ,:--. - :: ~:{~,:'Dan~r: Avoid inhajing dust produced ~ ': ' ' ":"~'"~ :?.' b9 Cutting and grinding operations. '~:?.;." Pr~ide ~e~Uate veflx~lat!°,; ~ear .* i: ' ·OSHA-approved dust resPirator. '. · ~.;!!...:....;: . :": · ~,~ ....: : . · :.;.. · .' :' Table 1 -: :! .; ..., ::.:: ':i-~:' 'Shaved Dimensions :~!??' · .: '.... ~::,~.~:-2,.:.:-:i'. ~.'2.34G'~:~ :,::~.:2!330~'~: .: ..(50mm} .(59.59 mm)'; :.-.J59.18 mm) .3" .'.,,:.::...!. 3.466':.~.,. ' 3.450'~ ' (80 mm) .(88.04 mm) .i {87:63mm] 4" ' 4.446" '. :.i 4.430" -- (100 mm) (112.93 mm). [1.:12.,52.mm) "': 6" ' 6.560",:..~! : 6.544" ( 150"mmJ.'j ( 1 ,66;62 .mm} '. (166~22 mm} ,; 8", 'V':' :~:: :8.560":-:i.':'. '.:'8,544" .:/::-':' (200'mm) (217;42 mini- (2.;17;02 mm)!! (250mm} (27.1.68mm): (27.1::27re'm.') : 12" .. 12:700'.'/!Q!.~ "~A.2~684;~r:...' {300 mm) i'322.58mm)! (322;17 mm) ,,-14" 1 '3.945';:i:..';;:'.~ ;~;-'4 3,92g'' J350 mm) (354.20 mm}-. (353:80:mm) '" ~- 16" .' 15.925'-~;~.;'.! ;::~t5~909:' ';'... {400 mm') {~04,~50.m~):: i404'/io'mm) L-, .eS.. 2 . Shave the cut end of:theP_.ipeusing..:-. the Bondstrancl piPe'sha~,r. but a portable po~ver'drive'isa~dvisable :. if.shaving several :sectiOns! ~:~'r~ the .'... the dimensions in Table i are obtained. ' .';Note::-;Instructions for adjusting'and - operating the pipeshaver to prepare the ~. COrrect'spigot diameter and-length are provided with ]the shaver ormay be:. i'Obtained from your lOCal Ameron -. representative. :' All liltings, sockets, p~pe ends (spigots). and pipe sockets must be clean and drv and must be sanded within two hours of assembly. Sanding shou~ld be accomplished using a 1/4-inch (6 mm) drill motor. 1700- 2000 rpm. and flapper type sander with a'40 ' 60 grit aluminum oxide abrasive. available from Ameron. Alter sanding. surfaces to be bonded should show a dull lresh finish, not a polished look. Don't forget to sand the end surfaces of the spigot. Caution:' Clean and dry sanded surfaces are necessary for proper bonding. Danger: Avoid inhaling dust produced by cutting and grinding operations. prOVide adequate ventilation; wear OSHA-approved dust respirator. Thoroughly wipe the sanded socket and spigot with a clean, dry cloth. or use a duster brush to removed dust particles. ' If surfaces are wet. warm with ..... 8ondstrand heating blanket until dry,. then.resand. Protect the bonding surfaces from moisture during bad weather with tenting over the working area. Do not touch the prepared surfaces with bare hands or any articles that would leave an oily film. 5lOl~ If1 JJl(~ Sl)cJ:~l, th~ s(.r~t.'d'tifH? villi T~,ble 2 Mark Location for Checking Spigot Insertion'(Step'7d)' ' ' ~.[~l'~ III tf~."!, Nominal Diameter So,got End 2" 2-13/16" (50 nlm) (71 mm) 3" 2-13/16" (80 :am) (71 mm) 4*' (100 .mmi .° (150 .2-13/16" · (71 mm) 3-1/4" (83 mmj 8" 3-1/2- (200 mm). - - (89 mm) .... 10" 3-3/4" (250 mml (95 mmJ 12" 4" (300 mm) (102 mini' 14" 4-1/2" (350 mmi (1 14 mm) 16" (400 mm) (127 mm) I bFor proper fittings alignment,- matchmark the two mating pieces. Taking care to avoid contaminating__ mating surfaces, tit together loosely the two pieces to be joined using a white grease pencil or soa, pstone, mark each piece in a common longitudinal line for subsequent realignment. ~1~ resistant thermosetting ~ha~ . . 'for ~ in pi~li~ tmn~i~. R~.~.~i~b~ ~om y~r ".'Adhesive I RP-6A RP-34 & RP-48 RP-60 RP-105 TemperatureI 3oz. 6oz. 3oz. 6oz. 3oz. 6oz. 3oz. 6oz. 70OF 21"C "50 ··45 '25' 18 60 '45 75. 40 80CF 27~C 30 25 .15 11 .' ' 53 ::: 40 40 25 90*F 32eC ' -20 15 11 .7 : 45. 33 20 15 100CF 38'C g 7 '."I 8 '6 ... i .... 35-' ..25 12 10 ~..:;~:. .... ;~; ..... ~ ..- .... ::1.00~.F:{21 Cto38~C) age. youwdl:.' .:- ~ .. keeling :rules. ii;!(:i~ .'.O~.:me.~ol~flapof:the~Package. Donor.. ..-.:....-:.. i. : ' DOnotoSesolVentsontheSkin,: !i: Nunb. ':Kit Size .. Diameter Joints/Kit ":~,,;'?' :: ' .~ ~.2", {50 mm} 4 ~...~';' ..- 3" ..(80.mm) .3 :3.fluid oz. 4"~(100 mm)' 2 .::: -: ~:'i(89 cc) :: · :6,,~(150 mm) 1 -: · i~'.~':'?:: ;: ::: .'8~'{200mm) 1 · ' .: .10' ~ ( 2r----------------~O m m } 1 6 fluid oZ:' 12, {'300 mm) 1 (177 c¢). :14" {350 mm) 1/2" 16" ,(400 mm) 1/2' RP;105 ir"i~n."in ~ glass.co.inet md Idhe~ve ~l~r mixing contain s~yrene. Fif~t lid: Incase'of skin contact, wash thc.xx~hlv wi~ .o~ md water; for eyes, flush with plenty of water for 15 minutes and get medical attentio~ 'Be awa;e .of theW~rking time available to ' If ~ by'inhalation of vapor or .. you aft~'~ithe'adl~sive is mixed. Table 4 "" shOWs {he"apprOxima~ew°rking time at .'dust, remove to fresh air. Keep out of the r~ch of children: ' For industrial'USe only. Table 4 Working Time in Minutes after Mixing Adhesive : -,~ . Alh'~ II~,' U prep,lf~t(I (hardener) m lh~ For powdered harden~rs. shellered area Io avoid Caufi6h~-'Av0;~ inh~a'u~n 0'f powder and contact with skin and eyes. Slit thuroughlv and Unlil no slr~aLs flllXlUf~. Immudlsl,dV h~l,:r m,xmq. apply lll~ adheslv,. Io Ih.. $,~ ~a,t~¢S 10 be bonded as des(.r If you~ epoxy adh(~slve m~xlure has starled ~o heat in lhe conlamer, discmd and slarl anewone. Hea~mg md,caius lhal the mixlure has slatted to cure. If your polyester adhesive m*xture has slarted ~o gel in the container, d~scard and star~ a new one. Appearance of ~lled (lumpy) mater~al indicates ~ha~ lhe mixture has s~arjed to cure. With th,,: Vv,.)od(.'n SI,(:I.. SUl)l)hi[~ ih the adhesive kit or with ;I .... reu~lble steel spatu a apply a lay,~f ut adhesive approximately 1/32.inch (0.8 mm) thick to the surtace ut the socket, including the pipe stop. much adhesive on the socket will result m a flow ~estriCtion inside the Apply adhesive Ii.rally to the entire Spigot surface and a thin layer t0 the cut end of the pipe. Excess adhesive on the spigot surface will be totted out when s<mket and spigot are jo ned Proper adhesive application Correct In a properly-made i~)~'-~-I~ ad~vv~- applied to the socket is pushed to the inside of the Joint where, it forms a... "bead" of adhesive that protects.the c~t edge of the pipe. ' .... Excess adhesive applied to pipe spigot will be pushed to the outside of the joint and can be easily removed. Incorrect Too much adhesive can form a barrier-- and restrict flow through pipe. ;i a without delay, insert the pipe slowly and without rotation into the socket until the spigot end rests firmly against the pipe stop. For 6;inch (150 mm) pipe and larger,. use a ratchet winch to seat and clamp the joint. Support the winch'cra wooden bridge across the joint so ' .': the winch can be.left snug while" ." the heating blanket cures the adhesive. Step 8. Smaller pipe.(2-, 3-, and 44nch) ove~ the pipe end to mat the spigot into the ~ke[ Gaution: Never use · metal hammer .i~ ' Fittings may be ioinad to Pipe' · spigots by using one of the two methods of Step 7a or. 21x)und (1kg) rubi~ hammer (Shore AOur°' "'meter 70430) 2-1/2 to 3 inches (60 to' angular errors of more than 1/2 degree in the axial or rotatiomd alignment of spigot and socket joints are likely 't° introduce subsequant ~y problams. Ifmisaligned, pull joint epa~, remove adhesive from the pipe stop area, reepply adhesive'as in Step 6 and rejoin before adhesive starts to set up. d Check for proper seating. The- .scribed mark on the spigot (see (50.80 and 1 O0 mm) is joined.by tap- 75.mm) in diameter may be used tO-* ping on a two-by-four (approximately .: i,:'! rtap*directly O~ B(mdstram:l fittingS.for 50x lOOmm)wo<xlen blOCk plaead. :.~ ::'~.':i:Pr°per seating, It may behalPful°r. . .: v: ~. ... ~ i::!i.:~:.~::::.;'':~e~" ~ to.beck upthe out, de "'=':'-:":': :::.' ".: ;radius of an elbow, tee, lateral, et~:, with ~:.:a sandbag or similar dmck al~ot13er while I ' S~ I~) ~muld now be 1 inch · (25 mm) from the end of the ~ocket. :amk ,: Clean up and remove ex_':~__ adhesive from outside O~ joint .......... and :from .front. bac~. ami inside .:'of fla~aa. Flange face mmtbe clean 7 a Cure adhesive joints as follows: Place the thermostat end of your Bondstrand heating blanket against the assembled joint ~it~ _the thermostat side facing out. from the joint. Wrap the remainder of the blanket around the · joint so that overlap, if any. will cover the thermostat. Tie the blanket in place with any nonconducting tie. bIt is alWaYS.a9°°d idea to insulate around the heating blanket and to close the pipe ends. This is essential when it is windy or when the air temperature is below 40°F (4°C). Fiberglass insulation backed with alumi- foil generally works Well. Insulation '- should overlap ,the blanket sides about 4 inches (100 mm) each way and be tied doWn near the edges to trap the heat.'~ Caution: Joint must not be moved; - vibrated, or otherwise disturbed during . cure of adhesive. CFlange mounting requires a special wrap. Lay the blanket flat with. the thermostat down and. starting at BLANKET THE RMOSTAT Standard V~rap for Pipe and F itti?g JOints Soecial Wrap for Flange Mounting the thermostat end, roll up the blanket. Insert the rolled blanket into the pipe end the depth of the fresh joint, leaving the cord and part of the blanket exposed as shown.. Fill the space inside the rolled blanket with fiberglass insulation or some other heat resistant materal to ensure that the blanket remains s~ugly against .the inside joint surface. dApply alternating current (ac) at the voltage marked on the heating blanket, and mark the starting time oa thepipe. Make sure the blanket is operating and. in fact. heats up. All adhesives are cured with an ~Ameron-apl~oved heating blanket. · HOWeVer, the prope~ cure time - . depends on the choice of adhesive and ~ · the .conditions of service. Table 5 . summarizes the cum times required." ' Operating preSSUre .and temperature " conditi°ns must, of course, not eXceed the rating of the parts being joined ~(see -Bondstmnd Fittings Enginea~ing_Guide}.. Table 5' · '.'" Cure Times londstrand 30 minutes o~ 60.minutes or Adhesive 45 minutes{t) 75'minutes12) RP-6At3I Yes No RP-34(4} Yes .~ei :RP.48(4l Yes Yes R P-60 · No Yes RP;10513) Yes ..... No For RP-34 and RP-48 only - Selection of the proper CUre time for RP-34 and RP-48 epoxy adhesives depends on (1! whether the piping system is re~treined a~ainst length changes, and ' {2) the maximum operating temperature - and pressure expecmd in the system. The folloWing rules'apply: aRules for pipe systems not restrained. . Here th°concern is pressure and the loads across'the joint due .to pressure. This occurs when die i~ipe is free to :'~.,move at turns and not blocked or buried. The joint must carry the full end loads caused bypmssure. :.In this casa. temper- ature affec~ only:th°Strength of the joint; it doesnot-addappreciable load introduced into the pipe and joints (110°C). contact your Ame~on repre- by temperature change in a pipe sent·tN° for more explicit instructions. restrained against change in length. , Rule 1.-If the°per·ting temperature in Read this if assembling and .the system is less than .100*F. (380C),'.'- ; installing co·tad Bondstrand use 8 30.minUte cum. for pipe jointsand Series 5000 pipe.:--: ~ - ....... flange mountings, and use. a 45-minute ....... : .......... cure for fittings. ":'-..-. · ' ...... For Assembly .: ....... · . the syStem is greater then'100eF (38°C}, 1' Cutting plpe: when cutting pipe to · and does not increa~e__-'more than 200°,1: ' length, measure the desired length and (110°C) from its coldest condition to" . scribe the coating using a pip°litter's its hottest condition, use a ~O-minute ,- · wraparound. Without removing the ' cure for pipe joints and flange mountings; . coating, cut the pipe as in S~ep: I' ' ,":': :' . and use a 75;minute cure for fittings..- '::... 2"Slm~in~' To prepare ~igot-:endson:,.::'.. '.-.. ExCePtion: If the temperature of the . cutpipe, it is not necessary tO'first.:. system can change more than 200° F remove the coating.':.. Simply. mOUnt:' i;::-.:.L?~?Ruk 1. If the presr~re in thee/stem at, . '~': °C _ ·· · °C · Diameter '1' 210C ,'.:L~' 66"-C:,.,::., '~'-.. '-:' g3 . 120~C. ;.4 150. ".'.'2":...L,.: ':::.'2s0 100 {50'mini· '?:31barS?:!' ::':__;18,~:' ":-~13b~s.":'~,: :~--:.i'11~::-':.-~,~0';~i "'3" -:' ' 280-- ","~" r .160. '~*:::: 120;%i? ..... '!:ii30:;.::'~:;:':::' '.'~'!-80.:~:?~:~. {80mm} '"_:~lg;' '.. ..' 11:--- ': ··.8.3 . · "::6.g ': :: ,' 4 ...... ' ,...215.::...:'..' ':'if.. 125"h-.;:' gO'" .... '': ?~:;:,' ~'r-~:'60":'~ (10o mm) ': '15 '" 8.6 :::":';:::' :- 6" . 1~ ~'.. -':...'1~ "...75" ,60 ' -..:~ ::'-:':'-: {l~mm) .:.¥:12. 4." ," :' 6.g.. ' ~;':':.:5.2 ·.·4.1:' "' 3.~ ' 8" ,;l~'h-.~.. "' 85 '.::.' '.~ ~ · ' ~.' · {~ mm). :.:~:'-10".. ¥¥ :. "~ ..... 5~ ' ' " 4.1 ' ":3.4 ')':.- '~ ?.2~::--. :-:.; .:' --'-10'":::-:-: :125 ......... 75 ..... 55 45' :- .' '35 '.: .{~mmi :,;,:; 8.6 -' '. ·5.2 .. '. "3.8 .. /3;1 ': . 2.4' ' '_ 12'I',,;:::."- ".:115.',.': ':,;'.. ' .:~,:.L.:;-.~::,.. ~ 40'. ': .-;~ :"'-. L:" (~ mm). 7~ · ~_4.5 - 3.4 '2.8'.. _' ' '... 2.~"..:,~, ' 14" 115 . .65..-'. '. '~ ' ~ ' ~ - ~" (3~ mm} 7.g ..... 4.5-::- 3.4 ~8 · . _.., Z'I ..... 15" .115 ' ~':._.: '~ ~ "~ {~ mm} 7.g . 4.5 i 3.4 ' 2.8' :','. '::, temperatum-inducecl 'lOads'such as in :,...: the joints of ·'block or buried system, ....... and'Table 6 do°snOt apply. Here ' ":;. _.. the blocks ~ubstantia'iiy absorb the .eTabul~ed maximum ,llOWable I~e~_~__-~s ~ ~ ,.fl~_ .lng. blanket,ts ~ ~ol~laad~fl~Utas for. .:::'.-. ~.pr,~'~___:re .loads so the.Stress in the joint .:~":, ':".due to pre~ure is greatly reduced. develop ~'he full rated pe~.__ ,,.e of the par~ being joined. ' * :' ~ ready to begin adhesive joint - - .:.. :." assembly. ;Paper layer at end~ allow~ easy '~ · !;~;!:;L:.-..1 ~d~les. Removal of the foamed .:'-' ;: :., :. proteclive coating is required at loc~ (k) .; tiom ~mm saddles am to be b(x~led at (I) · ,-~-.-.hangers and supports. Use a rotary wire txush mounted on a drill mot°r for best (m) · .:' resultS" Oangerl: Avoid inhaling dust '" --. ::~ (n) ' ~:,," by.wire brushing. Provide ..:~ventilationor. wearOSHA.. -. (o} {Pi .... 2 Alwadoa pmmettm~. Where~r mov~ .. Electric 1/4"{6 mmj drive:.drill motor, .1700.2(XX)~i~n ~ -~. :.. Level Flapper wheel Folding rule,-10' (3 mi Tape, 60' U5 mi '- .~: cxm Or'cie=i' Zi- Portable powsrdri .. _ ...... Ridgid~ No;'700 or ':;~:.. j-.. ' · - Amaz. O.Thmde ..... m~t of the pipe with respe~ to ~he · supports is anticipated, a tlmrm~ -' or 'metal wrapper should be strapped on · , .:. over the __e~__ting to protect aga.isnt ,,: ~ - wear. and abrasion. ....... ; :" -., 3:;He~ truant. ,For hear'tracing of ~:.,: cOatad pipe contact your Amemn ......, -?- ~,....:;. · . (q) Pipe vise (Pilot No. 20) and 114" ..__(6 mm).~'_":k e___l?,~ __a?: .1~:: .... _ ......... drive am recluired for 14, and 16- inch .- ':.,'c;'~::~.:: ~-~ ~; ;;'r!.;r'.* . · ~.... :~,~.:,~- ;; ~.~ : · ~. :~ .:" ' ~;' '. · . ~....,~-~?~...~, ~,.~,~.~, - .:- ,..~ ..... ~ .... : Liability Conversions Ameron shall make an effort-to assure the presence of its technical service'~ '.:: ....:-~ personnel on an agreed schedule. However, Amemn assumes no liability for .::..::~ the cost of labor, materials or equipment or any other expenses incurred or accrued, or for damages claimed, by the customer and/or contractor or any other party due to. any delay Or failure, of Ameron technical personnel to be .... present on the job site. Ameron technical servicepersonnel shall act only in an advisory~apacity and Ameron shall not be liable for any of their acts, omissions or errors in judgment or in any training which is provided, or for any deviations which ~ may accrue from project specifications. 1 psi = 6895 Pa = 0.07031 kg/cnF bar = 10~ Pa = 14.5 ~ = 1.02 kg/cm= MPa= 10e Pa= 145 psi--- 10.2 kg/crrF GPa = 10~ Pa = 145,000 psi = lO,200kg/cm= in=25.4 mm ft=0.3048 m Ib-in=O.113N-m Btu · ird(h - ~- '1=)=0.1442 WI(m- I0 oC = s/~(*F .- 32) Important notice This literature and the information and recommendations it contains are_ based on data reasonably believed to be reliable. However, such factors as variations in environment, application or installation, changes in operating procedures, or extrapolation'of data may cause different results. Ameron makes no representation or warranty, express or implied, including wan'am ties of merchantability or fitness for purpose, as to the accuracy, adequacy · - or completeness of the recommendations or information contained herein. Ameron assumes no liability.whatsoever in connection with this literature , or the information or recommendations it contains. "' Wdtten comments regarding_this document areinvited.Pleesewfite-- Engineering Manager, Ameron Fiberglass Pipe Division. ..- Tek= 293O96 AMERON FPO ~LE Kennedy~an 7 4191MZ Geide~ Telex 40257 BONDS NL Tdex 3925478 FJBOND J INSTALLATION INSTRUCTIONS FOR ROVANCO INSUL-8 CONDUIT SYSTEMS GENERAL..NOTES Please check your packing list against cartons received. Be sure all incidental materialshave been received. Have the carrier make out a damage-or shortreceipt if any discrepancies are found. ,. -All units shipped have-individUal part numbers. AlSo r~,to your,packing.list _. to be sure you have all units shown. Also With your paPerWork,'you have received copies of an installation drawing. This drawing will show you location of each individual piece of Rovanco conduit. .. ...... 3. Take special care to keep theinsulation and pipe ends dry during installation. (It is very time consuming to dry out the insulation after it becomes we(. Drying.. procedure for conduit is shown at the rear'of this booklet).~ &. Be sure to check the installation drawing to see if elbows or loops need. to.be cold.sprung. 5. Store all boxes of insulation~ etc. indoorS to protect them 'from weather. sToRAGE .AND ~ANDLING OF ROVANCO UNITS "Open-end" units shipped to you_have bags attached from the factory over the ends. Please do not remove these bags until the-'piPe is to-be installed .t° protec~-themfrom'-:----~ wetness. The units should be unloaded from the. truck using a cherry Picker or suitable equipment.- Care should be'taken.to lift the-unitswith nylon slings, so-as not to damage the epoxy coating. Do not drop units as this can damage insulation and 'outer 10,gauge conduit. If the units are to be stored prior to installation, be surethat the bottom layer is protected from the grOund using i" x i" wood ..Wood should be put between layers as the units are st~cked (We do not recommend stacking over t~o layers high). - Page..2 SUGGESTED METHOD FOR INSTALLATION OF-PIPE UNITS After ditch has been_.opened,i the units should be installed in accordance with the. installation drawing bearing the latest revision number. Each unit has its own part number which will match the drawing showing its length. We would suggest that you 'dig bell holes prior to lowering the ~nits in the ditch. Care ~hould again be taken to keep the ·insulation from ~ettin~ wet durin~ installation! Check the drawing for. possible cold spring locations prior to welding units together. Take note that colored bands are located on the ends of some units. This band is to match an ~dentical colored band of the adjacent piece at that joint. This is to insure that expansion pipe supports are located in the proper areas. These bands must be adjacent to each other at the same field-joint location. Also note that straight lengths coming off an expansion loop or elbow are marked with a "T" on the pipe unit. This designates that these units hav~ a top. 'This "T"must'be at .12 o'clock before the pipe is welded,' This insures that our pipe can move laterally within this special support. As units are lOWered into the ditch, take care that the trench bottom is free of sharp objects or .rocks. This is also.a good time to check-the.coating On the bottom of the' units to check for bad Spots or holidays. This is done' with a patch kit or checked with a holiday tester, per apPlicable job specifications. WELDING OF INTERNAL PIPE Prior to the welding of the internal pipe, remove the shipping bar attached between the pipe-and outer jacket. This has been put there to keep the pipe from sliding out'of · the Conduit in transit or un.loading.--~After removing this shipping bar, you.Mill find it~easier to align the inner pipe and also allow it to expand during operation. Also · -slide the conduit connector band over one unit Prior to welding the pipe. This-will ~age 3 save you from spreading the band open later.' If not specified, we suggest that a hydrostatic test be run on the internal pipe.at i-~/2 times the job working pressure'; ................ This test should be done prior to insulating the join~ to insure against 'a leak. PIPE COLD SPRING REQUIREMENTS Refer to .the Rovanco installation drawing since an expansion elbow or a loop may require cOld springing.. The drawing will show you the amount to spring, a'C each leg. .... Be sure that Several units in each direction from cold spring locations are welded up first. Asyou skip the Joint to be cold sprung, leave the cold spring amount gapped between the two pipes. By 'skipping it and welding these several units down the line you will accumulate the weight required to keep these pi~es stable while cold Springing .... later. To accomp~ish the cold springing, weld; pi~Ce~ bf'angle"~-each'~ipe'loca-~io'n with a hole in it. Run a piece of all-thread, tod through holes and. screw-it together -.-_~.~.--_..U~tit-~he two pipes meet. Tack weld the Joint and .~hen cut.~he'-angleaaway~ ..... You':canv-"": ........ · now weld out on this joint. See drawin~ 11. .~ FIELD CUTTING OF ROVANCO UNITS Although the Rovanco units have been cut in accordance with contractor .field measurements, sometimes obstructions or errors cause additional cutting.--Should-this'~occur,~ke'ep~in'. ....... -'=~-- mind that 6.inches of bare pipe must always be sticking out of the conduit in order to properly weld. To cut the outer conduit, grind or burn off the epoxy coating ~nd make a mark with a wraparound. 'The Jacket can then be torch or saw cut. can be removed and the inner p~p~ cut per normal.p~oced~re. EXcess insulation INSULATING FIELD JOIl~S In incidental cartons, 'you will find sectional insulation for your use. Cut .this as required--per-.-eac joint.and--install with a. band and clip, which are provided by- ~ovanco. '"' WELDING UP CONDUIT coNNECTOR BANDS Note that the ends of the factory conduit and the connector bands have been left bare so that you can weld without removing the epoxy coating. The.length of'the bands are 15 inches to easily overlap your 12 inch joint area. After positioning theband, tack the corners on One end of 'the connector band to hold it in 'place, then'pull the'overlap seam Over and up snug With a'ratChet tool. Then tackweld_, theends'of ...... the overlap and remove ratchet to01. Then weld out on the connector band. We recommend that. the connedto~ band ~e'welded with one pass and any pinhole leaks repaired after testing. After all.connector bands are welded up, a 15 lb. air test should be. put onthe.conduit .... i~-insure-that yoU'ha~e ~ Watertight system' Each connector, band should be checkedwith a soap and water test. Please be sure to depressur£ze prior to repairing leaks. yOu tr~ to repair'with pressure on, you are very subject to blOwing a lar~er hole at the leak area. After leaks are repaired, retest the system at 15 PSI' ......... and re-soap to insure.. that leak has been mended. We have furnished test~can.__~s in case you need to do an air test on only part of the system. This test can butts up to an open end-unit.with, a gasket. "J" bolts are then used to weld to the conduit. Take care,not to step in front of ~est can during pressurization. After testing is complete,..cut "J" bolts off of conduit and.properly file down. See drawing #2. .. ROVANCO HETHOD FOR FI_~.~ COATING CONNECTOR' BANDS A roll of shrink wrap material is located in the Rovanc0 ship. loose cartons ...... _Cut this Ii" vide Shrink material 6 inches 'l°nger in circ,,mference than the conduit- Appiy light heat to the overlap With a yellow gilloWy flame from a rosebud tip. Then apply 'the shrink sleeve closure strip over this overlap seam .and heat it.. Mat it down for tempor, ary hold. After this, start shrinking the shrink sleeve holding the torch apprgxi~ateiY 6..inches. from.the sleeve at .the 6 o'clock or bottom position of .the shrink sleeve, then work your way Up.on each side until the shrink sleeve is- fully Contracted around the entire connector band. REPA!R'-OF-CONDUIT'EPOXY-COATING'-'IN THE FIELD RovancOhas. sent an ,,epoxypencil"with your order-"for-'repairing small voids in the epoxy coating dUringtransit-or' installation. This stick is heated.with a torch and .... th-~--~at~faTmeTts~t~to-the void area ..... --t~.a large, area needs.to be repaired, i~._m~y~;._.. be necesSary'to install a shrink sleeve similar to joint make-up procedure. CONCRETE POURING OF ROVANC0 ANCHORS RovanCo recommends that the form for the concrete be done with sandbag or wood. These forms need not be stripped. Care shouldbe taken to. make t~e block large'-.enough to _. anchor it to undisturbed trench sidewalls. Drawing'#3 will show you the amount of concrete-required. It is advisable that the first foOt of backfill be free of frozen soil, rocks,, or other debris. Hand tamping .in 6" layers should occur to one foot above the conduit.· After · Page 6 this, an electric tamper may be used. Note that you need 26 inches or'cover tamped ''t0 obtain H~20-'traffic load conditions. This is not adequate, however, for railroad crossings. In tha~ case, please contact our engineering department in Joliet, Illinois, or our local agent. -. DRYING. RoVANCO CONDUIT IF,t~._BECOHES WET- If the insulation in any section of the conduit should get wet, please make note of the location. After the line is put .in service and the internal pipe is heate~.from . the bOiler; air should be forced-through the' air space with a portable compressor at 10 PSI. The air should be pumped in through the vent at the high end of the system and forced out of the drain at the low end. This will Push out anY water and force moisture out of the system. You will know the line is dry. when you cannot fog a mirror' with the air coming out of the conduit at the low end drain-plug. -After.the '''.. system is known to be dry, it is recommended that the vent mt both the high and iow end of the system is piped up with a gooseneck and left open for venting. The drain plug on both ends of the pipe system 'should be left closed. / MANHOLE OR BUILDING ENTRIES Note on our installation drawing to see the:proper building-entr~-...o~aanhole detail.. Also, as-mentioned previously, be sure before turning the job over to the owner, that the vent on each end of the system is piped up and gooSenecked for venting. This is done so that water cannot get high enough to enter the system. ThE drains should ~emain closed. I~ is recommended that at least 3 inches of conduit enter through the 'wall before our System ends. See entry'details on drawing. ~4~ - Coldspring Location Detail A-A Direction LOOP Coldspring Location · Detail A-A Direction Angle'iron welded tocarrier All-thread rod used to Join pipes together Open -,, Detail. A-A N.T.S. ~---Coldsprin$ Location ~ ': ' NOTE: if IcoldsPring amount is greater' i than 2", ia wider connec:O~ band iS required'. (Standard,~onnec~or band is I5'" wide) 90° Elbow COLDSPRING DETAIL' 1 TEST J- BOLTS (WELD 4 TO CONDUIT) -- RUBBER GASKET GAUGE-- , ' END :VIEW · NmS. IAJROAL ENO~ ' ' ~*INSTRUCTIONS ON REVERSE SIDE** ' ~ .... ~ /r'~,"/ ~AL~,I. APPROYI;D BY! DRAWN BY o^',',, 7~'3 - 85 , . - R,V,,,,,' i., ~ CONDUIT'TES!T. CAF " DRAWIHG Anchor' Pta~e TOP VI~ N.T.S. SECTIONAL VIEW N.T.S. Factory Weld .... ,'Concrete,to extend 10" min. off all 4 sides of anchor pla~e.. ~ NOTE: 20 Mil. Epoxy Coating Insulation as ~pecifiid ~ Carrier pipe-- Air Space. Outer Conduit Concrete Anchor Block' Ail above!concrete dimensions.are minimhm. Care should be taken to anchor the concrete block into undisturbed trench sidewalls. __ 3'-0" . ] . ~': ..CONCRETE. SCHEDULE FO~ ANCHORS:? D~Wm~ //.. II...U_._~/._. " LEAK PLATE ---/,/'"' ;---- WALL SLEEVE TIGHTENING BOLT END PLATE GLAND OR END SEAL dS REG~,~IRED tCARRIER PIPE T K~HT ENING BOLT PACKING CONDL AIR SPACE INSULATION CARRIER PIPE CCLIPLIN( DRAIN-- DATKI J~ i"Y 18 t*D TYPICAL' WALL ENTRY WITH AIR VENTS LINK-S ... file fas.t, modern way to .seal wall pipe penetrations and pipeline casings .at road crossings. Economical, easy-to-install LINK- SEAL is fast becoming the standard method for positive, hydrostatic sealing of the annular space between pipes and the h~)les or casings through which they pass. 1) Identical links are mold- ed of solid ~/nthetic rubber, specially compounded to re- sist aging, ozone, sunlight, water, chemicals and extreme temperature variations. 2) The interlocking links are connected by corrosion resistant bolts and nuts to form e belt. Under each bolt head and nut is a sturdy. elongated plastic or metal pres- sure plate. Each nut fits into a special pocket in its pressure plate which prevents the nut from turning when the bolt head is tightened. Patented in seven countries and sold i~tv~orld-wide by 98 stocking distributors, ese unique, interlocking, modular seals have gained widespread acceptance among leading architects, engineers, contractors and' pipeliners. ' Many years of rugged on-the:job use have proven LINK-SEAL to be far superior to old-fashioned lead-oakum joints, expensive hand-fitted flashings, messy, non-pressur~ sealing, non-support- ing mastics or leak and damage suscep- tible casing boots. Extremely versatile and available in an almost infinite range of sizes, LINK- SEAL can be found on such diverse applications as a pipeline in Arabia, a pneumatic drug-distributing system in a modern New York hospital, or a fire protection system in a British nuclear power plant. The modular link design 3) Link'- Seal is shipped pre-assembled in ten-link units ~th complete instellation in- itructions. Simply add or sub- tract links and connect the first and last links to form a loose belt around the pipe. 4) Slide 'the assembled Link-Seal into the annular space between the pipe and the casing or hole through which it passes. permits easy assembly in the field and " enables users to maintain a complete ~ ' ' .... '~'~'"':' ....... ""~"" "~" stock of seals with a minimum of :.";'~/:~':"'"'/' ' '""""' . ~nventory. 51 Now tighten the bolt :'i ,' r.. heads. The elongated pressure plates compress the rubber ~rt has been mede I~y Thunder#ne links Which in turn expand Corpora.on ,o ,nsure fhe, a# Lin*-S~, mo~el num~er, and to form a continuous, air- their co~resl:~onding specifications have been accurately set tight, water-tight seal between . . forth in this catalog, no resl~onsibitity is assumed by pipe and casing or hole.. Thunderfine Corporation for any loss incurred by reason of any said errors or omissions." V'A~DAL. IOO 1 71 ll331v WALL S~VIZ OR. CORE. D'RILLED~ PER PI:{F--IAJSU LATE. D ~PE JACKE'1' CHECK fO~ PROPER. ,~E^L .AIJNULAR. ...45° EH b VI FRP PtPE InSul.( nov nco' Corp. · IGAL'Kt ("'* ~% APP~GVED mYI DA,,.'. ¢-,Z'7_Vq._. FRP TRAMSITIOM DETAIL DRAWN BY REVILED A/,4C I--i0~ · cger~ County iealth Depart~ · Division of EnvironmentalH~'~lth 1700 Flower Street, Bakersfield, CA 93305 (SOS) S61-3636 / APPLICATION FOR PERMIT TO OPERATE UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY Type Of Application (check): ~New FacilitY OModification Of Facility OExisttng Factlity~Transfer Of Ownership A.' Emergency 24-11our Contact (name, area code, phone): Days ~0~ ~3{ _ Type Of Business (check): ~Oasoline Station ~ther (describe) /cE Is Tank(s) Located On.An Agricultural Farm? ~Yes ~No Is Tank(s) USed Primarily For Agricultural Purposes~ ~Yes Facility Address T~ol ~sv~ ~o.,~~ Nearest Cross St. ~~' T R SEC (Rural Locations Only) Owner ~N~o~ ~~ .Contact Person ~1~ Address ~ Zip ~3 Telephone ~3] Operator ~E Contact Person Address ~~ Zip Telephone B. Nater TO Facility Provided By ~~FIE~ ~~ Depth to Groundwater Soil Characteristics At Facility ~~ Basis For Soil Type and Groundwater Depth Determinations ~o~ C. Contractor ~~,~ ~~{~mC CA Contractor's License No. Proposed Starting Date /0- fi- ~ PropOsed Completion Date ~-/- Worker's Compensation Certification No. ~R~{~/o~ Insurer ~l~tr~ D. If This Permit Is For Mod~fication Of An Modifications Proposed /~/~ Tank(s) Store (check all that apply): Tank # Waste Product Motor Vehicle' Unleaded Existing Facility, Briefly Describe ? Regular Premium Diesel Naste - ' Fuel Oil .1 [] [] [] [] [] [] ~ E) -- [] 0 [] [] [] 0 [] " [] -.- 0 [] [] [] [] [] [] [] F. Chemical Composition Of Materials Stored (not necessary for motor vehicle fuels) Tank # Chemical Stored (non-commercial name) CAS # (if known) Chemical P~evtously Stored (If. different ) G. Transfer Of Ownership /~/A/~ Date Of Transfer Previous Owner Previous Facility Name ..~ I, accept fully all obligations of Permit No. .issued to I understand that the Permitting Authority may revie~ and modify or terminate the transfer of the Permit to Operate this underground storage facility upon receiving this completed, form. This form has been completed under penalty of perjury and to the best of my knowledge is true and correct~ Signature ' ' Title ~-~ ~G,~_~ Date t ....... .. _ ~ FOR EACII SECTION, CIIECK ALL APPROPRIATE BOXE~ : ,. - . H. 1. ~ank ts: ~ Vaulted ~ NonrVaulted ~ Double-~all ~ 2. Tank Material ~ Carbon S~eel ~ Stain]ess S~'eel ~ POlyvinyl Chloride ~ Fiberglass-Clad-:Stee] '~ Fiberglass-Reinforced Plastic ~ Concrete ~ Aluminum ~ Bronze ~ Unknown [] Other (describe): 3. Primary Containment Date Installed Thickness (Inches) · ~b'o" · ' CapaCity (Gallons) /o, ooo Manufacture~ ' 4. 'rank'Secondary Containment ' Double-Wall [] Synthetic Liner [] Lined Vault [] None [] Unknown "~: Other (describe): Manufacturer: Material Thickness (Inches) , ~'0" Capacity (Gals.) 5.'Tank Interior Lining [-] Rubber [] Alkyd [-]Epoxy [-] Phenolic [] Glass [] Clay []'Unlined [~] Unknown ~ Other (describe): ~'~ ~. Tank Corrosion Protection [] Galvanized ~ Fiberglass-Clad '[~ Polyethylene Wrap [] Vinyl Wrapping ~] Tar or Asphalt ~ Unknown [] None [] Other (describe): Cathodic Protection':.~ Nones. ~]_Impressed Current System [] Sacrificial Anode [~ Describe System & Equipment: ?. Leak Detection, Monitoring, ~nd Interception a. Tank: [] Vi-sual (vaulted tanks only) ~ Groundwater'Monitoring Well(s) [] Vadose Zone Monitoring Well(s) [] U-Tube Without Liner [] U-Tube with Compatible Liner Directing Flow To Monitoring Well(s)* ~ Vapor DeteCtor *[] Liquid Level Sensor* [] .Conductivity Sensor* ~] Pressure Sensor In Annular Space Of Double Wall Tank * ~]'Liquid Retrieval & Inspection' From U-Tube, Monitoring Well Or Annular Space [~] Daily Gauging & Inventory Reconciliation [-] 'Periodic TightneSs Testing [] None [] unknown [] Other b. Piping: [] Flow-Restricting Leak Detector(s) For Pressurized Piping* 5~Monitoring Sump With Raceway [] Sealed Concrete Raceway [~].Half-Cut Compatible Pipe Raceway '[]Synthetic Liner Raceway · [~] None ~]Unknown [] Other · Describe Make & Model:.. ~)~=~x ~-,~~ /%]o. ~i0 .~E$~eo~i~.. 8, Tan___~k~ightnea~ ' Has This Tank Been Tightness Tested?' [] Yes [] No ~ Unknown Date Of Last Tightness Test Results Of Test Test Name Testing Company 9. Tank Repair Tank Repaired? []Yes [] No [] Unknown Date(s) Of Repair(s) Describe Repairs 10. Overfill Protection [] Operator Fills, Controls, & Visually Monitors Level [] Tape Float Gauge ~ Float Vent Valves [] Auto Shut'Off Controls [~ Capacttanc~ Sensor ~ Sealed Fill Box [~' None [] Unknown [] Other: Lis~ Make & Model For Above Devices 11. Piping a. Underground Piping: ~ Yes [] No [~] Unknown Material ~ Thickness (inches) .[~ Diameter ~"-~ ~ ~(~ Manufacturer t~ovp'~c° [] Pressure []Suction [~] Gravity Approximate Length Of Pipe Run, Underground Piping Corrosion Protection: [] Galvanized [] Fiberglass-Clad .[] Impressed Current [-]. Sacrificial Anode -[~] Polyethylene Wrap [] Electrical Isolation _[] VinYl_Wrap ~]Tar or Asphalt [] UnknoWn [] None ~Otlier (describe): ~"~S~o~ ~DEp ~o~ Underground Piping, Secondary Containment: ~ Double-Wall ~] Synthe*ic Liner System [] None [-] Unknown rn ~th~r {describe): I~'}'/:=~-~ ' ."'~ TANK #'{ .~ (FILL OUT SEPA~TE FO~ FO~, 8ACH:T~K':~? ". '9~b 0~ '-- -F~ ~ ~TX~~J ALL .APPRO2RIATJ BOXS~ ~ :~' H. 1. Tank ts: ~ Vaulted ~ Non-Vaulted ~ Double-Wall ~. Single-Wall 2. Tank ~aterial Carbon Steel [] Stain]ess Steel· [] Polyvinyl Chloride [] Fiberglass-Clad Steel Fiberglass-Reinforced Plastic [] Concrete [] Aluminum [] Bronze D Unknown [] Other (describe): Prlmar~ Containment Date Installed Thickness (Inches) Capacity (Gallons) /0, ooo Manufacturer 4. Tan~'Secondary Containment ~ Double-Wall [] Synthetic Liner [] Lined Vault [] None [] Unknown [] Other (describe): Manufacturer: · Material Thickness (Inches) ,~'o'* Capacity (Gals.) §.'Tank Interior Lining [] Rubber [] Alkyd []Epoxy [~] Phenolic [] Glass [] Clay [] Unlined [~] Unknown ~ Other (describe): ~. Tank Corrosion Protection [] Galvanized ~ FiberglasS-Clad [] Polyethylene ~rap [] Vinyl Wrapping [] Tar or Asphalt [~ Unknown [] None [] Other (describe): Cathodic Protection: ~ None [] Impressed Current System [~] Sacrificial Anode'System [~ :Describe System & Equipment: 7. Leak Detection. Monitoring, agd Interception a. Tank: [] Visual (vaulted tanks only) ~ Groundwater Mon'itortng Well(s). [] Vadose Zone Mon~toring Well(s) [] U-Tube Without Liner [] U-Tube with Compatible Liner Directing Flow To Monitoring Well(s)* ~Vapor Detector *~ Liquid Level Sensor* [] Conductivity Sensor* [~] Pressure Sensor In Annular Space Of Double Wail Tank * [] Liquid Retrieval & Inspection From U-Tube, Monitoring Well Or Annular'Space []Dally Gauging & Inventory Reconciliation· [] Periodic Tightness Testing· .. [] None [] Unknown [] Other b. ' Piping: [] Flow-Restricting Leak Detector(s) For Pressurized Piping* ~Monitoring Sump With Raceway [] Sealed Concrete Raceway ~Half-Cut Compatible Pipe Raceway []Synthetic Liner Raceway ~ None [-]Unknown [] Other · Describe Make & Model:. ~~ -~_~~ '/X)o. ~ /~£~Wo~ 8, Tank Tlmhtnea~s Has This Tank Been Tightness Tested?' [~] Yes Date Of Last Tightness Test Test Name 9. Tank Repair Tank Repaired? [-]Yes [] NO [-]Unknown Date(s) Of Repair(s) Describe Repairs 10. Overfill Protection [] No ~ Unknown Results Of Test Testing Company [] Operator Fills, Controls, & Visually.Monitors Level [] Tape Float Gauge ~ Float Vent Valves [] Auto Shut-Off Controls - [] Capacitance Sensor ~ Sealed Fill Box [] None [-] Unknown [~ Other: List Make & Model For Above Devioks 11. Piping a. bo Unknown Material Underground Piping: ~ Yes ' [] No,~ ~,, Thickness (inches) ,/~ Diameter ~ ° -~ Manufacturer [~] Pressure' [~] Suction [] Gravity Approximate Length Of Pipe Run Underground Piping Corrosion Protection: [~' Galvanized [] Fiberg]ass-Clad [] Impressed Current [] Sacrificial Anode [] Polyethylene Wrap [] Electrical Isolation ~ Vinyl Wrap []Tar or Asphalt [] Unknown [] None ~ Other (describe): ~'~ ~o~Dg~ Underground Piping, Secondary Containment: ~. Double-Wall [~] Synthe*ic Liner System [] None [] Unknown ~ Other (describe): STEPHEN M..E-TZGER C~,~ ,4 PROJECT ENGINEER ~- ~UNIVERSITY' MECHANICAL ?~NATIONAL CONSTRUCTORS, INC. 4464 ALVARADO CANYON ROAD P.O. BOX 20216 SAN DIEGO, CALIFORNIA 92120 (619) 283-3181 FAX: (619) 283-1810 TELEX: 697821 UMEC SDG Person Interviewed NTY HEALTH DEPARTN~T ' HEALTH OFFICER '. I ONMENTAL HEALTH DIVISION - Leon M H&beiti0~, MiD. | · DIRECTOR OF ENVIRONMENTAL HEALTH HAZARDOUS MATERIALS MANAGEMENT PROGRAM Underground Tank Facility # EPA I.D..# '' Assessors Parcel # Type Facility NOTICE OF VIOLATION AND ORDER TO COMPLY Vernon S. Reichard The following conditions or practices observed th is date are violations of one or more sections of the California Health 'and Safety Code, Div. 20, or the California Administrative Code, Title 22, Div. 4, Chap. 30, relating to the "storage, handling, transportation, and disposal of hazardous waste" or Ordinance Code of Kern County, Div. 8, "Underground Storage of Hazardous Substances." Conditions or practices must be corrected within the times ordered below: " Y~ur signature acknowledges receipt of a copy of this report and collection of any samples described above, and is not an admission of guilt. 'Failure tP fully comply with ~his "Notice and Order" may result in further legal action by County ot State officials. / Owner or AuthoriZed Representative /"~/ Agent of the Kern County Health Officer Pink -- Specialist Environmental Health 580 4113 1~ (7/87) ' Facility Permit to Abandon # Permit to Construct # Permit to Operate # Application to Abandon Application to Construct AppliCation to Operate Amended Permit ConditiOns Annual'Report Forms o f Tanks Tank(s} ~-~ Tank Sheets [)ate Date Date Date' Plot Plans Copy of Written Contract Between Owner & Operator Inspection Reports Correspondence - Received Date Date Date Date Date Correspondence - Mailed Date .Date Date Date Date Unauthorized Release Reports Abandonment/Closure Reports Sampling/Lab Reports MVF Compliance Check (New Construction Checklist) STD Compliance Check (New Construction Checklist) MVF Plan Check (New Construction) STD Plan Check (New Construction} MVF Plan Check (Ex~sting Facility} STD Plan Check (Existing Facility) "Incomplete Application" Form Permit Application Checklist Permit Instructions Discarded Tightness Test Results Date Date Date Monitoring Well Construction Data/Permits Environmental Sensitivity Data: Groundwater Drilling, Boring Logs Location of Water Wells Statement of Underground Conduits Plot Plan Featuring All Environmentally Sensitive Data Photos Construction Drawings Location:' Miscellaneous