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HomeMy WebLinkAbout0040 COMMUNICATION WAY - HAZMAT 4D Commur\tcocfions Wa+.t- 4z4l�T UNIVOLT 60 E*�OW COMPANY, U.S.A. A DIVISION OF EXXON CORPORATION DATE ISSUED 7/15/86 MATERIAL SAFETY DATA SHEET EXXON COMPANY, U.S.A. P.O. BOX 2180 HOUSTON, TX 77252-2180 A. IDENTIFICATION AND EMERGENCY INFORMATION PRODUCT NAME PRODUCT CODE UNIVOLT 60 331830 - 01830 CHEMICAL NAME CAS NUMBER Petroleum.Electricai Insulating Oil Complex Mixture CAS Number not applicable PRODUCT APPEARANCE AND ODOR Clear water-white liquid Faint petroleum hydrocarbon odor EMERGENCY TELEPHONE NUMBER (713) 656-3424 B. COMPONENTS, AND HAZARD INFORMATION COMPONENTS CAS NO. OF APPROXIMATE COMPONENTS CONCENTRATION Hydrotreated light naphthenic 64742-53-6 Greater than 99% distillate, petroleum 2.6-Di Tertiary-Butyl , Para-cresol 128-37-0 Less than 0.08% See Section E for Health and Hazard Information HAZARDOUS MATERIALS IDENTIFICATION SYSTEM (HMIS) Health Flammability Reactivity BASIS 1 1 0 Recommended by Exxon EXPOSURE LIMIT FOR TOTAL PRODUCT BASIS 5 mg/m3 for oil mist in air OSHA Regulation 29 CFR 1910. 1000 C. PRIMARY ROUTES OF ENTRY AND EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT I� If splashed into the eyes, flush with clear water for 15 minutes or until irritation subsides. If irritation persists, call a physician. SKIN CONTACT In case of skin contact, remove any contaminated clothing and wash skin thoroughly with soap and water. INHALATION Vapor pressure is very low. Vapor inhalation under ambient conditions is normally not a problem. If overcome by vapor from hot product, immediately remove from exposure and call a physician. If breathing is irregular or has stopped, start resuscitation; administer oxygen, if available. If overexposed to oil mist, remove from further exposure until excessive oil mist condition subsides. INGESTION If ingested, DO NOT induce vomiting; call a physician immediately. 945-02771MwH0o 1) UNIVOLT 60 I i j D. FIRE AND EXPLOSION HAZARD INFORMATION FLASH POINT (MINIMUM) AUTOIGNITION TEMPERATURE 145'C (293' F) Greater than 204'C (400' F) ASTM D 92, Cleveland Open Cup ASTM E 659 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) - HAZARD IDENTIFICATION Health Flammability Reactivity BASIS 1 1 0 Recommended by Exxon HANDLING PRECAUTIONS. Use product with caution around heat, sparks, pilot lights, static electricity, and open flame. FLAMMABLE OR EXPLOSIVE LIMITS (APPROXIMATE PERCENT BY VOLUME IN AIR) Estimated values: Lower Flammable Limit 0.9% Upper Flammable Limit 7% EXTINGUISHING MEDIA AND FIRE FIGHTING PROCEDURES Foam, water spray (fog), dry chemical , carbon dioxide and vaporizing liquid type extinguishing agents may all be suitable for extinguishing fires involving this type of product, depending on size or potential size of fire and circumstances related to the situation. Plan fire protection and response strategy through consultation with local fire protection authorities or appropriate specialists. The following procedures for this type of product are based on the recommendations in the National Fire Protection Association's "Fire Protection Guide on Hazardous Materials", Eighth Edition (1984): Use water spray, dry chemical , foam or carbon dioxide. Use water to keep fire-exposed containers cool . If a leak or spill has not ignited, use water spray to disperse the vapors and to provide protection for men attempting to stop a leak. Water spray may be used to flush spills away from exposures. Minimize breathing gases, vapor, fumes or decomposition products. Use supplied-air breathing equipment for enclosed or confined spaces or as otherwise needed. DECOMPOSITION PRODUCTS UNDER FIRE CONDITIONS Fumes, smoke, carbon monoxide, sulfur oxides, aldehydes and other decomposition products, in the case of incomplete combustion. "EMPTY" CONTAINER WARNING "Empty" containers retain residue (liquid and/or vapor) and can be dangerous. DO NOT PRESSURIZE, CUT, WELD, BRAZE, SOLDER, DRILL, GRIND OR EXPOSE SUCH CONTAINERS TO HEAT, FLAME, SPARKS OR OTHER SOURCES OF IGNITION; THEY MAY EXPLODE AND CAUSE INJURY OR DEATH. Do not attempt to clean since residue is difficult to remove. "Empty" drums should be completely drained, properly bunged and promptly returned to a drum reconditioner. All other containers should be disposed of in an environmentally safe manner and in accordance with governmental regulations. For work on tanks refer to Occupational Safety and Health Administration regulations, ANSI Z49. 1. and other governmental and industrial references pertaining to cleaning, repairing, welding, or other contemplated operations. E. HEALTH AND HAZARD INFORMATION VARIABILITY AMONG INDIVIDUALS Health studies have shown that many petroleum hydrocarbons and synthetic lubricants pose potential human health risks which may vary from person to person. As a precaution, exposure to liquids, vapors, mists or fumes should be minimized. EFFECTS OF OVEREXPOSURE (Signs and symptoms of exposure) Prolonged or repeated skin contact may cause skin irritation. NATURE OF HAZARD AND TOXICITY INFORMATION Prolonged or repeated skin contact with this product tends to remove skin oils possibly leading to irritation and dermatitis; however, based on human experience and available toxicological data— this product is judged to be neither a "corrosive" nor an "irritant" 94S-0277(MWH002) I UNIVOLT 60 by OSHA criteria. ' Product contacting the eyes may cause eye irritation. Product has a low order of acute oral and dermal toxicity, but minute amounts aspirated Into the lungs during ingestion may cause mild to severe pulmonary injury and possibly death. This product is judged to have an acute oral LD50 (rat) greater than 5 g/kg of body weight, and an acute dermal LD50 (rabbit) greater than 3. 16 g/kg of body weight. F. PHYSICAL DATA The following data are approximate or typical values and should not be used for precise design purposes. BOILING RANGE VAPOR PRESSURE IBP Approximately 238'r. (460' F) Less than 0.01 mm Hg p 20*C by ASTM D 2887 SPECIFIC GRAVITY (15.6 C/15.6 C) VAPOR DENSITY (AIR = 1) 0.88 Greater than 5 MOLECULAR WEIGHT PERCENT VOLATILE BY VOLUME Approximately 255 Negligible from open container in 4 hours a 38*C (100' F) EVAPORATION RATE @ 1 ATM. AND 25 C (77 F) PH (n-BUTYL ACETATE = 1) Essentially neutral Less than 0.01 POUR, CONGEALING OR MELTING POINT SOLUBILITY IN WATER Ca 1 ATM. AND 25 C (77 F) -45'C (-50* F) Negligible; less than 0.1% Pour Point by ASTM D 97 VISCOSITY 55 SSU a 100' F G. REACTIVITY This product is stable and will not react violently with water. Hazardous polymerization will not occur. Avoid contact with strong oxidants such as liquid chlorine, concentrated oxygen, sodium hypochlorite or calcium hypochlorite. H. SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Recover free product. Add sand, earth, or other suitable absorbent to spill ar ea.rea. Minimize skin contact. Keep product out of sewers and watercourses by diking or impounding. Advise authorities if product has entered or may enter sewers, watercourses, or extensive land areas. Assure conformity with applicable governmental regulations. I. PROTECTION AND PRECAUTIONS VENTILATION Use local exhaust to capture vapor, mists or fumes, if necessary. Provide ventilation sufficient to prevent exceeding recommended exposure limit or buildup of explosive concentrations of vapor in air. Use explosion-proof equipment. No smoking or open lights. RESPIRATORY PROTECTION Use supplied-air respiratory protection in confined or enclosed spaces, if needed. PROTECTIVE GLOVES Use chemical-resistant gloves, if needed, to avoid prolonged or repeated skin contact. 945.0277(MWH002) UNIVOLT 60 EYE PROTECTION Use splash goggles or face shield when eye contact may occur. OTHER PROTECTIVE EQUIPMENT Use chemical-resistant apron or other impervious clothing, if needed, to avoid contaminating regular clothing which could result in prolonged or repeated skin contact. WORK PRACTICES / ENGINEERING CONTROLS Keep containers and storage containers closed when not .in use. Do not store near heat, sparks, flame or strong oxidants. PERSONAL HYGIENE Minimize breathing vapor, mist or fumes. Avoid prolonged or repeated contact with skin. Remove contaminated clothing; launder or dry-clean before reuse. Remove contaminated shoes and thoroughly clean before reuse; discard if oil-soaked. Cleanse skin thoroughly after contact, before breaks and meals, and at end of work period. Product is readily removed from skin by waterless hand cleaners followed by washing thoroughly with soap and water. J. TRANSPORTATION INFORMATION TRANSPORTATION INCIDENT INFORMATION For further information relative to spills resulting from transportation incidents, refer to latest Department of Transportation Emergency Response Guidebook for .Hazardous Materials Incidents, DOT P 5800.3. IDOT IDENTIFICATION NUMBER Not applicable The information and recommendations contained herein are, to the best of Exxon's knowledge and belief, accurate and reliable as of the date issued. Exxon does not warrant or guarantee their accuracy or reliability, and Exxon shall not be liable for any loss or damage arising out of the use thereof. The information and recommendations are offered for the user's consideration and examination, and it is the user's responsibility to satisfy itself that they are suitable and complete for its particular use. The Hazardous Materials Identification System (HMIS) and National Fire Protection Association (NFPA) ratings have been included by Exxon Company, U.S.A. .in order to provide additional health and hazard classification information. The ratings recommended are based upon the criteria supplied by the developers of these rating systems, together with Exxon's interpretation of the available data. FOR ADDITIONAL INFORMATION ON HEALTH FOR OTHER PRODUCT INFORMATION CONTACT: EFFECTS CONTACT: DIRECTOR OF INDUSTRIAL HYGIENE MANAGER, MARKETING TECHNICAL SERVICES EXXON COMPANY, U.S.A. EXXON COMPANY, U.S.A. P. 0. BOX 2180 ROOM 2737 P. 0. BOX 2180 ROOM 2355 HOUSTON, TX 77252-2180 HOUSTON. TX 77252-2180 (713) 656-2443 (713), 656-5949 945.0277(MWH002) .L.ttiv �, ��� GPE cad T�Ms - MATERIAL SAFETY DATA-- SHEET " '�_6-7a . . (Approved by U.S.Department of Labor"Essentially Slmllar"to Form LSB-00S-43 Section MANUFACTURER'S NAME RYCOLINE PRODUCTS , INC.. STREET ADDRESS 5540 NORTHWEST HIGHWAY i CITY,STATE,AND ZIP CODE CH ICAGO, ILLINOI S 60630 EMERGENCY-TELEPHONE NO. I/ 312) 775-6755 CHEMICAL NAME AND SYNONYMS Water solution ot TRADE NAME PhosphateCleaners & Corrosion inhibitors SEVEN FOUNTAINtiSOLUTION CHEMICAL FAMILY FORMULA i Regular i If A• 2• PAINTS, PRESERVATIVES, 3 SOLVENTS PIGMENTS % Neidl. :. SOLVENTS .j (Units I CATALYST ADDITIVES Surfactants 10 JEHICLE ME" Pre ervative 1 Phosphates 10 HAZARDOUS MIXTURES OF OTHER LIQUIDS,SOLIDS,OA GASES % T<V (Units) This is a non-flammable water solution. The only hazard associated with this products is that of normal hazards with concentrated phosphate-detergent solutions . (See Section V & IX) i sectlam III: S , BOILING POINT VF.) 212OF SPECIFIC GRAVITY(H,0=1) 1.070 C 6$QF VAPOR PRESSURE(mm Mg.) 2 0 OC 17. 5 BYRCENT VOLUME%)I� 8 0 VAPOR DENSITY(AIR=1) air (V�K•- ) Less than 1 SOLUBILITY IN WATER Completer APPEARANCE AND ODOR ear 13Jue so i • • • HAZARD ' Sectiorr. IV—FIRE ANFLASH POINT(METHOD USED) FLAMMAaLE LIMITS LN UN None EXTINGUISHING MEDIA SPECIAL FIRE FIGHTING PROCEDURES Non - Flammable UNUSUAL FIRE AND EXPLOSION HAZARDS The information contained herein is based on data considered accurate. However,no warranty is expressed �l or implied_regarding the accuracy of these data or the results to be obtained from the use thereof. fig A r 'j:::::�• - 3Y".c.ifa: �sf rh ::t:d:'y..'='` ; •., _.• (� n:�'t� -J. THRESHOLD LIMN VALUE Not Determined - EFFECTS OF OVEREXPOSURE It may cause irritation of skin and eyes . EMERGENCY AND FIRST AID PROCEDURES wash with soa and water immediately. (EYESY Wash thoroughly wit water for at least 10-15 minutes. See a doctor. If ingested induce vomitina under doctor' s care. ' STABILITY UNSTABLE CONDITIONS TO AVOID STABLE X INCOMPATABILITY (Materials to avoid) Strong oxidizing agents HA RD DECOMPOSITION. DUCTS � '09 monoxi e, smoke, fumes , and partic es.- CONOITIONS TO AVOID HAZARDOUS MAY OCCUR POLYMERIZATION WILL NOT OCCUR X s6cric LL QW LEA K. PROCEDURES. , STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Mop up with Wet mop or flush down drain with plenty of water. WASTE DISPOSAL METHOD Dispose of according to local, state and federal waste polluti9n regulations. I • 1 • • • o RESPIRATORY PROTECTION(Speci(r tree) optional LOCAL EXHAUST SPECIAL VENTILATION Preferable MECHANICAL(General) OTHER PROTECTIVE GLOVES ReCOmmerided EYE PROTECTION Recommended OTHER PROTECTIVE EQUIPMENT Se « • PRECAUTION PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING Store at room temperature, Do not freeze. OTHER PRECAUTIONS Caution: Conc. salts. Avoid contact with skin or eyes. t,V: Do Not Flame cut, weld, or saw empty containers. FOR INDUSTRIAL USE ONLY .�- CW 0 coo Tirlr ... t� A . . IRATE RiA! SAFETY DATA SHEET NPV A 6-70 (Approved by U.S.Department of Labor"Essentially Similar"to Form LS8-005-4) Section MANUFACTURER'S NAME �\ RYCOLINE SOLVENT & CHEMICAL CO.- _M STRnORENsORTHWEST HTIGHWAY _ CITY Cgy Mdli;CODE ILLINOIS 606 0 EME GENCY ELEPHONE NO. CHEMICAL NAME AND SYNONYMS TRADE NAME WIPE ON COATING, SEN.SITIM BASE CHEMICAL FAMILY FORMULA • • 7• PAINTS, PRESERVATIVES, •SOLVENTS TLV SOLVENTS % (Units) PIGMENTS x' (Units) ADDITIVES CATALYST OTHERS fEHICLE mv HAZARDOUS MIXTURES OF OTHER LIQUIDS,SOLIDS,OR GASES % (Units) ALIPHATIC ALCOHOL 9 0 PFM BOILING POINT('F.) 77 SPECIFIC GRAVITY(H•O=1) 0• 85 PERCENT VOLATILE 9 VAPOR PRESSURE(MM MS.) BY VOLUM�I0(( IRA LESS THAN VAPOR DENSITY(AIR=1) �y�'yam_ ) LLS`7 1r1AlY 1 SOLUBILITY IN WATER APPEARANCE AND ODOR • FLAMMABLE LIMITSL•1 •1 SED CUP EXTINGUISHING MEDIA CO DRY CH_ UjLqCAL FOAM SPECIAL FIRE FIGHTING PROCEDURES NONE, UAUj4Zy 'ECpff1OnW."AND ELECTRICAL SPARKS The information contained herein is based on data considered accurate.However,no warranty is expressed or implied regarding the accuracy of these data or the results to be obtained from the use thereof. r. :—.,t .HOC LIMii VALUE i..t:E;.TS Of OVERE%POSURE Er.:rRGEN jAt A1 A1b ro ESCONTACT FLUSH WITH WATER AND CONTACT PHYSICIAN M REACTIVITY DATA,: �tsa" CONDITIONS TO AVOID S-.•BILITY UNSTABLE STABLE X 7OMPATABILITY (Materials to avoid) NONE �t2ARDOUS DECOMPOSITION PRODUCTS NONE- CONDITIONS TO AVOID .:�ARDOUS MAY OCCUR P. .YMERIZATION v WILL NOT OCCUR A PROCEDURES Re V11. SPILL OR! LEA "'•s Tot MORI�'' i�SJL N`EPATER WOsTE r pp$pLg"r-LTH WAMR i RESPIRATORY PROTECTION(Speeift Irpe) LOCAL EXHAUST SPECIAL IVENTILATION PREEFE.,RABLE 'EC" OTHER ANICAL(Cenerial) ACCEPTABLE PROTECTIVE GLOVES RUBBER EYE PROTECTION GOGGLES OTHER PROTECTIVE EOUIPMENT PRECAUTIONSSPECIAL Section I A01E':AUTIONS TO BE TAK N IN HANDLING AND STORING NNE •OTHER PRECAUTIONS _ -- ---- - MATERIAL SAFETY DATA SHEET NPVLA6-70 (Approved by U.S.Department of Labor"Essentially Slmllee'to Forth LSB-0oS-4) Section 1 MANUFACTURER'S NAME RYCOLINE SOLVENT & CHEMICAL CO. STREET AODRF�SiUS NORTHWEST HIGHWAY CITY'y'TAT'E_6 ZJP_CDDEILLINO IS 60630 EMERGENCY TELEPHONE O. 55 CHEMICAL NAME AND SYNONYMS TRADE NAME WIPE,—ON COATING, SENSITIZER POWDER CHEMICAL FAMILY FORMULA DIAZONIUM SALT Siectiom IL—.HAZARDOUS INGREDIENTS.. PAINTS. PRESERVATIVES, lE SOLVENTS TLV TLV PIGMENTS % (Units) SOLVENTS _ % (Units) _ I I ... ...... .. CATALYST ADDITIVES •MI41CLE OTHERS HAZARDOUS MIXTURES OF OTHER LIQUIDS,SOLIDS,OR GASES % (ULnV Se�airr lit BOILING POINT(•F.) Islas SPECIFIC GRAVITY(Iy0=1) VAPOR PRESSURE(mm Hp.) PERCENT VOLATILE SY VOLUME(%) VAPOR DENSITY(AIR=t) EVAPORATION RATE) SOLUBILITY IN WATER 10% APPEARANCE AND ODOR YELLOW—GREEN PO !�� SectiorT IV.—FIRE AND EXPLOSIOU HAZARD DATA FLASH POINT(METHOD USED) FLAMMABLE LIMITS 1 N.A. EXTINGUISHING MEDIA SPtfM "TIffM bITION WILL OCCUR WHEN HEATED LIBERATING NITROGEN GAS STRONG HEATING MAY LIBERATE ANILINE TYPE, GASESy PRESSURE BUILDUP MAY The information contained herein is based on data considered accurate. However,no warranty is expressed or implied regarding the accuracy of these data or the results to be obtained from the use thereof. __ ',HOLD LIMIT VALUE N•A• I EIFECTS OF OVEREXPOSURE MATERIALIS ACIDIC : .tEgGENCY AND FIRST AID PI E VM OF SKIN CONTACT WASH THOROUGHLY WITH SOAP & WATER FOR EYES, FLUSH IMMEDIATELY WITH PLENTY OF WATER FOR 15 MINUTES AND CALL a PHYSICIAN M . , t� - a CONDITIONS TO AVOID A61LITY UNSTABLE STABLE X HEAT INCOHPATABILITY (Materials to avoid) ALKALINE MATERIALS OXIDIZING AGENTS :IAADOUS DECOMPOSITION PRODUCTS CONDITIONS TO AVOID .Z:,°DOUS MAY OCCUR - .,YhQRIZATION P WILL NOT OCCUR A 1 � STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED f WASH DOWN WITH WATER i WASTE DISPOSAL METHOD .a • • ulgel • RESP•9ATORY PROTECTION(SPeCOT trPc NOT NORMALLY NEEDED LOCAL EXHAUST SPECIAL VENTILATION I MECHANICAL(General) OTHER EYE PROTECTION RECOMMENDED PROTECTIVE GLOVES RECOMMENDED OTHER PROTECTIVE EOUIPMENT NOT NEEDED IN NORMAL USE • •I PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING STORE AT ROOM TEMPERATURE OR BELOW AVOID CONTACT WITH SKIN AND AVOID BREATHING DUST OT..:R PRECAUTIONS O►{02.t 3 MATERIAL SAFETY DATA SHEET " u'6-'0 :.. .(Approved by U.S.Department of Labor"Easantldly Similar"to Form LSB-0OS-4) toctlon MANUFACTURER'S NAME RYCOLINE SOLVENT & CHEMICAL CO. B a'R,V6RTHWEST HIGHWAY CITY,STATE AND ZIP CODE , CHICAGO ILLINOIS 60630 EMERGENCY TELEPHONE NO. _ 312 775-6755 CHEMICAL NAME AND SYNONYMS TRADE NAME WIPE ON DEVELOPER CHEMICAL FAMILY FORMULA • • $ 1 PAINTS.PRESERVATIVES, &SOLVENTS TLV PIGMENTS % (Units)TLV SOLVENTS .:...-},:. ,` _ % (Units) ?.:.,.. 1 I. ... CATALYST ADDITIVE$ i -1EHICLE OTHERS f HAZARDOUS MIXTURES OF OTHER UOUIDS,SOLIDS,OR BASES % eVV ALIPHATIC KETONE SOLVENT 7. 50 PP ALIPHA_T_IC ESTER SOLVENT 2.1r6100 PM ORGANIC ACIDS 4. r 10 PP Section lit—PHYSICAL D. BOILING POINT(*F.)190-2120F SPECIFIC GRAVITY(HSOvt) 1 3 VAPOR PRESSURE(mm Hp.) I' PERCENT VOLATILE BY VOLUME(%) 9.1 VAPOR DENSITY(AIR=1) IN LESS THAN 1 SOLUBILITY'"WAS R reciable APPFJ►RANV�scouS Liquid • Section • • HAZARD DATA FLASH PqJNT(METHOD USED) FLAMMABLE LIMITS LM 1 F Tatz Closed Cup EU1 GulaHl ry,�M�F,DIACHEMICAL FOAM TCC AL FIRE FIGHTINGPROCEDURES NE UX'M 1JE( WPTjff0°AND ELECTRICAL SPARKS The information contained herein is based on data considered accurate. However,no warranty is expressed or implied regarding the accuracy of these data or the results to be obtained from the use thereof. r aESHOLD LIMIT VALUE - E C T S OF �yR {+ESKIN IRRITATION WITH PR EMERGENCY AND FI ST A�tg PROCEDURES ' FLUSH 1Y ITH WATER — FOR EYE CONTACT's PHYSICIAN MVITY• 1 STABILITY - UNSTABLE - CONDITIONS TO AVOID .. STABLE X F7 mrOMPATABILITY (Materials to avoid) H4ZAR000S DECOMPOSITION PRODUCTS K =..01000S MAY OCCUR CONDITIONS TO AVOID PC LYMERIZATION WILL NOT OCCUR Sectioff OR • • t AS R SPILLED � c MOM SE MATERIAL IS RELE ED O .c S TO BE �1 -7E DIS AL M THOD - TW98H WITH WATER "RESPIRATORY PROTECTION(SPeeifr type/ LOCAL EXHAU15REFERABLE SPECIAL vfN71LAT10N MECHANICAL(General) OTHER ACCE A `PROTECTIVE GLOVES RUBBER EYE PROTECTIOtOGGLE,S, '!0 -"a PROTECTIVE EQUIPMENT ll7r � I 0 Sectl • UTION.%, PRE;.AUTIONS TO BE TAKEN IN HANDLING AND STORING OTHER PRECAUTIONi ' �` - . . MATERIAL SAFETY - DATA SHEET NwLA6-7o_.. •:. (Approved by U.S.Department of Labor"Ementlally SlmUar'to Form LSB-0OS4) Section MANUFACTURER'S NAME RYCOLINE SOLVENT & CHEMICAL COMPANY STREET ADDRESS 4 CITY,STATE,AND ZIP CODE - CHICAGO, ILLINOIS 60630 EMERGENCY TELEPHONE NO. 12 -6 755 CHEMICAL NAME AND SYNONYMS TRADE NAME Gum Arabic Gum Arabic Solution CHEMICAL FAMILY FORMULA Polysaccharides HAZARDOUS PAINTS, PRESERVATIVES, 3 SOLVENTSTLV . TLv PIGMENTS. _ . _ x'. (Unto) SOLVENTS (Units) ' :':ATALYST ADDITIVES Formaldehyde D.V -/ENICLE OTHERS VV HAZARDOUS MIXTURES OF OTHER LIQUIDS,SOLIDS, OR GASES 'x (unto) This is essential ) a non-hazardous product. A water solution of an edible natural . gum. _ Formaldehyde added as a preservative sit 777��a BOILING POINT(•F.) 210OF SPECIF 1 •O$ PERCENT VAPOR PRESSURE(mm•Hp.) BY VOL20oC 1VAPOR DENSITY(AIR=1) EVAPO ) SOLUBILITY IN WATER COm l ete APPEARANCE AND ODOR L i h t amber clear liquid. EXPLOSION B DATA o FLASH POINT(METHOD USED) FLAMMABLE LIMITS LN UPI EXTINGUISHING MEDIA Non-f 1 ammabl e SPECIAL FIRE FIGHTING PROCEDURES. UNUSUAL FIRE AND EXPLOSION HAZARDS The information contained herein is based on data considered accurate. However,no warranty is expressed or implied regarding the accuracy of these data or the results to be obtained from the use thereof. OfoO )t s THRESHOLD LIMIT VALUE N.A. EFFECTS OF OVEREXPOSURE N A EMERGENCY AND FIRST AID PROCEDURES If ingested induce vomiting under a Phys i c i an;s care. • M • CONDITIONS TO AVOID STABILITY UNSTABLE STABLE INCOMPATABILITY (Materials-to avoid) HAZARDOUS DECOMPOSITION PRODUCTS CONDITIONS TO AVOID EyARDOUSMAY OCCUR MERIZATION WILL NOT OCCUR X STE PS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Mop up with wet mop. WASTE DISPO SAL METHOD Flush into drain with water. M • RESPIRATORY PROTECTION(SPeti/r type) None SPECIAL LOCAL EXHAUST Ok VENTILATION OTHER MECHANICAL(General) EYE PROTECTION PROTECTIVE GLOVES OTHER PROTECTIVE EQUIPMENT Not required. • • PRECAUTIONS TO BE TAKEN IN HANDLING ANO STORING F Do not Store above 90°F or below 35° OTHER PRECAUTION{ Do not take i,iiernaI ly. Keep out of the reach of children* 1 � r SPECIFICATION No. : 4-0385 _ M r Location : �g a-Electric For: Underground Residential Date: 3-11-85 Sheet t of 72 Distribution System Written Approved : it M.P.-E.D.L. H.D.C. Revised: 09-10-86 Appr: H.D.C. Revised: 02-10-88 Appr: MATERIAL AND CONSTRUCTION SPECIFICATIONS FOR UNDERGROUND RESIDENTIAL DISTRIBUTION SYSTEM THESE SPECIFICATIONS ARE FOR CONSTRUCTION AND IN NO WAY ALTER THE COMMONWEALTH ELECTRIC COMPANY "ELECTRIC LINE EXTENSION POLICIES" COMMONWEALTH ELECTRIC COMPANY 1988 These Specifications supersede all former Specifications DEVELOPMENT LOCATION DEVELOPER CONTRACTOR NON-ELECTRIC FACILITIES ELECTRIC FACILITIES J . SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 2 r , URDS MATERIAL AND CONSTRUCTION SPECIFICATION CONTENTS PAGE I SCOPE 5 II DEFINITIONS 5 III PRE REQUISITES 5 IV OWNERSHIP AND RESPONSIBILITY 6 V CONSTRUCTI07N 8 VI CABLE INSTALLATION AND TERMINATION 12 VII GENERAL 17 MATERIAL AND CONSTRUCTION STANDARDS AND INFORMATION NON-ELECTRIC FACILITIES PAGE NE-1 DUCT 21 NE-2 PAD GROUNDING DETAIL 22 NE-3 TYPICAL TRENCH SECTION 23 NE-4 TYPICAL TRENCH/EXCAVATION IN THE PUBLIC WAY - 24 ROAD CROSSING NE-4A TYPICAL TRENCH/EXCAVATION IN THE PUBLIC WAY - 25 SIDEWALK CROSSING NE-5 PLAN VIEW OF TYPICAL TRANSFORMER FOUNDATION, 26 HANDHOLE & DUCT LOCATION NE-5A PLAN VIEW OF TYPICAL TRANSFORMER FOUNDATION, 27 HANDHOLE & DUCT LOCATION,. PLYMOUTH DISTRICT ALTERNATE NE-6 TYPICAL PRIMARY ROAD CROSSING 28 NE-7 TYPICAL SECONDARY AND PRIMARY ROAD CROSSING 29 NE-7A TYPICAL SECONDARY AND PRIMARY ROAD CROSSING, 30 PLYMOUTH DISTRICT ALTERNATE NE-8 PRIMARY RISER POLE 31 NE-9 SECONDARY HANDHOLE 32 SPECIFICATION No. 4-0385 UG Res.Dist. Systems Sheet of CONTENTS (CONT.) NON-ELECTRIC FACILITIES PAGE NE-10 COVER AND FRAME FOR VAULT OR MANHOLE 33 NE-11 WARNING TAPE 34 NE-12 SINGLE PHASE TRANSFORMER PAD 35 NE-13 THREE PHASE TRANSFORMER PAD (UP TO 300 KVA) 36 NE-13A THREE PHASE TRANSFORMER PAD (UP TO 1000 KVA) 37 NE-14 (POURED IN PLACE) THREE PHASE TRANSFORMER PAD 38 (UP TO 500 KVA) NE-14A (POURED IN PLACE) THREE PHASE TRANSFORMER PAD 39 (750-1000 KVA) NE-15 PRIMARY/SECONDARY PULL BOX (ROUND COVER) 40 NE-15A PRIMARY/SECONDARY JUNCTION BOX (40" 'SQUARE COVER) 41 NE-15B 72" PRIMARY/SECONDARY PULL BOX 42 NE-16 DEAD FRONT SWITCHGEAR AND MULTIPHASE, JUNCTION 43 FOUNDATION NE-16A DEAD FRONT SWITCHGEAR AND MULTIPHASE JUNCTION 44 ENCLOSURE NE-17 A-10 UTILITY VAULT (MANHOLE) DETAIL 45 NE-18 RETAINING WALL 46 NE-19 SINGLE PHASE PRIVATELY OWNED URD SYSTEM 47 ELECTRIC FACILITIES E-1 CABLE INSTALLATION 48 E-2 MATERIAL LISTS 57 E-3 TYPICAL ELBOW CONNECTOR INSTALLATION INSTRUCTIONS 59 E-4 TYPICAL SPLICE INSTALLATION INSTRUCTIONS 61 E-5 ELBOW CONNECTOR GROUND CONNECTION 63 E-6 PLAN VIEW - THREE WAY JUNCTION 64 E-7 SINGLE PHASE DEAD FRONT PAD MOUNTED TRANSFORMER 65 • 1 SPECIFICATION No. : 4-0385 UG Res.Di st. Systems Sheet 4 CONTENTS (CONT.) GENERAL G-1 LEGEND FOR UD CONSTRUCTION .66 G-2 GUIDELINE FOR OUTDOOR LOCATION OF PADS NEAR BUILDINGS 68 G-3 LOCATIONS FOR LIGHTING FIXTURES 70 G-4 STREET LIGHTING POLES 72 I SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 5 MATERIAL AND CONSTRUCTION SPECIFICATION I. SCOPE These specifications cover underground distribution and services for residential developments and are limited to front lot construction. These specifications also pertain to certain commercial and light industrial installations. These specifications are not intended to apply to developments where the company presently maintains an underground distribution system. II. DEFINITIONS Hereafter, where referred to in these specifications, "Company" shall refer to the Commonwealth Electric Company. "Developer" shall refer to the land developer or individual residential property-owner where residential underground is contemplated or being installed. "UD" shall mean underground distribution. III. The Company will agree to the installation of U.D. upon compliance The Developer of the following requirements: A. That the Inspector of Wires of the municipality in which the development is to be located approved of the specific features of the proposed U.D. Installation which he may deem to fall within his jurisdiction. B.. That the developer grants to the Company the following permanent easements including perpetual right of access to each easement as defined in the Company's easement form. Except as specifically prohibited below, planting trees and shrubs within easements shall be at the discretion of the Company. 1. An area ten feet (101) in width along and adjoining the road layout for the installation of utility equipment and foundations. Final grade of easement to be at• the discretion of the Company. 2. A blanket easement within the street layout for installation of power and telephone cables and street light standards. 3. As required, a fifteen foot (15') wide easement along sidelines and/or across -lots, on private property, for power and communication cables, ducts and enclosures. C. That the Developer shall be responsible for the location of all foreign objects such as water, gas, telephone, sewage, drainage and ledge along the proposed route of_ the U.D. System before excavation begins. 1. In general , the Company specifies an arrangement whereby other utilities share the opposite side of the road layout reserving the side proposed on the U.D. construction plan for power and communication facilities. The Company reserves the right to revise the construction plans if the above is not a practical arrangement. • y SPECIFICATION No. 4-0385 UG Res.Dist. Systems Sheet 6 Y 2. That the Company be given all pertinent data necessary for petitions on State and Town Road crossings forty-five (45) days prior to construction. . An act of legislation by the Commonwealth of Massachusetts requires a developer making an excavation in a public way to give notice thereof to public utilities. The text of this act is attached. 3. That the Company receive final town approved development plans on a scale no less than one inch equal to one-hundred feet (1"= 1001) prior to engineering U.D. Construction plans. 4. That in addition to meeting these specifications, the developer agrees that the Company shall make the final decision. as to the electrical and mechanical requirements of the system in accordance with these specifications, and that the Company's inter retation of these specifications shall be in inq on the developer. IV. Ownership and Responsibility for the Installation shall be as follows: A. Primary System .1. The complete primary U.D. System including lightning arresters, cut-outs, switches, potheads, or terminators will be supplied, owned, and maintained by the Company. Installation of primary cable systems by qualified contractors may be allowed at the Company's option and at the developers expense. 2. The Developer shall provide all excavation and back-filling for cables and shall furnish and install transformer foundations, switch cubicle foundations, splice boxes, primary cable riser duct, primary underground duct (see URDS NE-1) and concrete envelope or encasement, if •requested. All of the above to be owned and maintained by the Company. 3. . The Developer shall install the first ten feet (10') of rigid galvanized steel conduit, steel sweep, and any duct run in accordance with URDS NE-1 and URDS NE-8. The Company will designate the quarter in the pole where the riser is to be located and, will install the remainder of the riser. B. Secondary System 1. - All secondary supply cable, transformer lugs, and. secondary connectors shall be supplied, owned and maintained by the Company. Installation of secondary supply cable and connectors by qualified contractors may be allowed at the Company's option and at the Developers expense. SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 7 2. Secondary ducts (see .URDS NE-1) and handholes shall be supplied and installed by the Developer in accordance with Commonwealth Electric Company URDS NE-3, NE-4, NE-5, NE-6, and NE-7,and owned and maintained by the Company. C. Services and Meters 1. All services and materials and equipment associated with services except meters shall be supplied, installed, owned, and maintained by others. Meters only shall be supplied, installed, owned, and maintained by the Company. 2. The Company shall make the service connection at the transformer or secondary handhole. 3. Service conductors must be installed at a depth according to the latest edition of the Massachusetts Electrical Code. This minimum depth is twenty-four (24") . 4. The Developer must excavate to the edge of service handhole, or padmount transformer position. The Developer shall not open or push service conductors into the handhole or . padmount. 5. The Developer shall leave a coil of conductors within the excavation long enough for the Company to make final connections (minimum of three feet (3') for handhole and eight feet (81) for'-transformers) . Three feet (3') of trench should be left open next to the handhole or padmount. 6. Services may be either direct buried or in duct depending on the requirements of the Massachusetts Electric Code. D. Transformers, Foundations (Pads) , Primary Switch Cubicles, and Primary Secondary Pull Boxes 1. Concrete foundations and any necessary footings for transformers, primary switch cubicles, and primary/secondary pull boxes shall be supplied and installed by the Developer in accordance with Commonwealth Electric Company's URDS NE- 12,NE-15,NE-15A, and NE-16, and owned and maintained by the Company. 2. Tranformers shall be supplied, installed; owned, and maintained by the Company. Grounding provisions at transformer and primary switch cubicle Foundations and primary pull boxes shall be supplied and installed by the Developer, in accordance with URDS NE-2 and the respective Standard Vs above, and owned and maintained by the Company. r SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 8 E. Manholes Where required, precast, concrete manholes shall be supplied and installed by the Developer, in accordance with Commonwealth Electric Company's URDS NE-10,NE-15,NE-15A, and NE=17, and owned and maintained by the Company. Grounding provisions shall be supplied and installed by the Developer in accordance with the above standards and URDS NE-2. F. Retaining Walls Retaining walls shall be required where there is a possibility of a transformer or any other enclosure being undermined or covered due to a sharp drop off behind the unit or from being installed into the side of an embankment. The Developer shall supply and install retaining walls, in accordance with Commonwealth Electric Company URDS NE-18, which will be owned and maintained by the Company. V. Construction A. Cable System 1. Primary The primary cable supply shall be .of a loop design installed in a continuous run of approved duct according to the duct schedule- listed below. The number of primary ducts is determined by the number of primary conductors to be installed in the trench section.. Example: 1) Loop to same pole: 2 conductors, 2 ducts; 2) Loop to . another pole: 1 conductor, 1 duct. Where multiple ducts are assembled in a duct bank, approved spacers will be required at 10 foot intervals (max.) and at each coupling. The depth of duct shall be no less than thirty-six (36) inches below finished grade, in accordance with URDS NE-3; radius bends in the duct shall be gradual and not less than twenty-five feet (25') . All sweeps at foundations and risers shall be thirty six (36") inches radius rigid galvanized steel . The duct .run shall be inspected by the Company before backfilling. A minimum of 210# tensile strength polyethylene pull line shall be furnished and installed in each duct run by the Developer. When specified, the duct shall be encased in concrete as illustrated in URDS NE-4 with concrete to have ultimate compression strength of 2800 PSI minimum after twenty-eight (28) days. (a) Duct Schedule (See URDS NE-1 for Duct Spec.) Duct Schedule (Min) Cable Size Max. Number of Cables PLY-C&V N.B. & Camb. #2 Aluminum,1/0 Aluminum 3 4" 4" #2/0 Aluminum 3 4" 4" #500 kCM Aluminum 3 5" 4" SPECIFICATION No. : 4-0385 UG Res.Di st. Systems Sheet 9 All Duct Ends Shall Be Plugged Until Ready For Cable Pulling (b) Trench lines, road crossings, concrete pads, boxes, etc. shall be inspected by the Company before any backfilling is started. (c) Riser duct to follow the same schedule given above. Where foreign objects interfere with primary cable, the Company and/or Massachusetts Electrical Code may require duct and concrete. (d) Cables Installed Within State Highways All primary cables ,located within the layout of state highways and not covered by asphalt or hardened surface shall be encased in accordance with State Permit requirements. (see URDS NE-4) . 2. Secondary The secondary cable system shall be a single phase, three wire approximately 240/120 volt system consisting of two phase wires and one neutral . The three conductors shall be of . the same size and insulation type specified by the Company. Secondaries shall be installed in accordance with URDS NE-3 in a continuous run of 4" duct not less than thirty inches (30") below finished grade with six inch (6") separation from tel:ephone cable if joint with New England Telephone. A minimum of 210# tensile strength polyethylene pull line shall be furnished and installed in each duct run by the developer. (See URDS NE-1 for duct Spec.) 3. Service and Meters Residential services shall be single phase, three wire, approximately 240/120 volts. The local Inspector of Wires shall be consulted for requirements pertaining to size of service entrance cable, depth of installation, joint trenching with other utilities, and road and driveway crossings. 4. Road Crossings All road crossing shall , when practical , be perpendicular to the sidelines of the road. 5. Service Entrance Installations Service entrance cables shall originate at handholes, or transformer low voltage compartments with sufficient cable being left to make connection inside the enclosure (See IV. C.5 for details) SPECIFICATION No. : 4-0385 UG Res.Di st. Systems Sheet 10 ' All service entrance cables shall be installed up to the outside of the transformer foundation, or handhole in such a manner that the Company can install and make up connections without delay. CAUTION: It is important that the cables are pulled by the Company into the secondar compartment of the padmount transformer rather than pushed y the Deve oper, to insure that the cables are not inadvertently pushed into the primary compartment or primary conduit and thereby creating a safety hazard. 6. Clearances A minimum separation of six inches (6") shall be maintained from electrical conduits and structures, to conduits, cables and structures of other utilities. B. Trenching and Backfilling 1. All trench lines, regardless of method of installation within the road taking shall be not less three feet (3') from paved surface of the road and sha T not deviate more than one foot six inches 1 '6" either side of this line in accordance with Commonwealth Electric Company URDS NE-5 and NE-5A. Final grades must be established, the surface roughly leveled, easement boundaries, street, lot, and trench lines staked by the Developer before any trenching is started. The Developer shall adhere to specified depths and locations for trenches with any deviation from specified depths and locations being subject to the approval of .the Company.. 2. Backfill shall be the best of excavated material and shall not contain stones greater than three inches (3") in any dimension .and shall not contain ashes, cinders, shells, or frozen material . The trench shall be backfilled immediately following inspection and approval by Commonwealth Electric Company personnel. The backfill process for both primary and secondary duct shall be accomplished in a continuous manner from one terminal to the next terminal . DB type duct shall be layed on and backfilled with 6" of fill containing no stones larger than one inch (1") diameter. 3. Cable marking tape in accordance with Commonwealth Electric Company URDS NE-11 (Caution Buried Electric Line Below) shall be installed in the trench directly above the duct within the last six inches (6") below finished grade. SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 11 C. Utility Equipment Foundations Specifications, dimensions, and installation details shall be in accordance with the appropriate Commonwealth Electric Company standard-drawing for the equipment to be used. Also all final grades must be established the surface roughly leve ed and all pertinent easement boundaries street and lot lines staked by the Developer prior to installation of any conduits or foundation. 1. Transformer Foundation (Supplied and Installed by Developer) Reinforced concrete box type foundation complete with grounding provisions, ductl and steel elbow sweeps if . required, in accordance with Commonwealth Electric Company URDS NE-12. 2. Primary Switch ear Foundation (Supplied and installed by Deve oper Reinforced concrete box type foundation complete with grounding provisions, duct and steel elbow sweeps if required, in accordance with Commonwealth Electric Company URDS NE-16 and NE-16A. 3. Padmounted Enclosure (Supplied and installed by Developer) A dead front terminating enclosure complete with grounding provision, duct . and steel elbow sweeps if required. In accordance with Commonwealth Electric Company URDS NE-16 and NE-16A. 4. Primary/Secondary Pull Boxes (Supplied and installed by Developer) Reinforced concrete box type foundation complete with grounding provisions and duct and steel elbow sweeps and extension ring if required, in accordance with Commonwealth Electric Company. URDS NE-15 or NE-15A. 5. Manholes (Supplied and installed by Developer) ( Reinforced concrete complete with ground provisions and duct and steel elbow sweeps and extension ring if required in accordance with Commonwealth Electric Company URDS NE-10,NE-15 or NE-15A, and NE-17. 6. Handholes (Supplied and installed by Developer) Fiberglass reinforced polyester in accordance with Commonwealth Electric Company URDS NE-9. 7. Street Lighting. As per Company extension policy for residential real estate developments. SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 12 8. Grounding a. Provisions for grounding equipment shall be supplied and installed by the Developer in accordance with the Massachusetts Electrical code and Company grounding -specifications. (see URDS NE-2) b. For purposes of equalizing the potentials of utility structures the New England Telephone Company bond wire should be pulled into the transformer foundation during construction and bonded to the ground wire in such a manner as not to interfere with bonding or connections to Company requirement. 9. Riser Poles a. All pole riser equipment shall be furnished and installed by the Developer in the quarter of the pole specified by the Company, all in accordance with Commonwealth Electric Company URDS NE-8. b. The Developer shall be responsible for the installation of the first ten feet (10') of rigid galvanized steel and the remainder of the conduit equipment in accordance with the Commonwealth Electric Company URDS NE-8. 10. Installation of Conduit into Transformer Foundations a. Primary conduit shall be installed into the front of the foundation in accordance with Commonwealth Electric Company URDS NE-5 or NE-SA. b. Secondary conduit shall be installed into the front of the foundation in accordance with the above Commonwealth Electric Company URDS NE-5 or NE-SA. VI. Cable Installation and Termination A. Scope of Work The work to be performed shall include the following: 1. Preparation of ducts, pulling-in and preparing cable for splicing; training of cables in manholes, vaults, transformer pads, etc. - 2. Making of splices as per district requirements and Com/Electric specifications and standards. 3. Making of load break elbow terminations as per district requirements and Com/Electric specifications and standards. 4. Making of secondary connections as per district requirements and Com/Electric specifications and standards. - V SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 13 B. Material Purchased- from Company and Installed by Developer It shall be the Developer's responsibility to supply all equipment and labor necessary to "pick up" all material purchased from the Company. All material is located at the Company Stockroom. No material will be issued from Company Stockroom without a Stores Issue Voucher signed by the Company representative. The Company representative shall be given timely notice when material is needed. The following is a list of all material supplied by the Company: 1. 15kV or 25kV EPR cable 1/0 Alum #2 Al 2/0 Al as per district requirements and Com E ectric Std. UM C015 2. 15kV or 25kV splice kits as per district requirements and Com E ectric Std. UM S090. 3. 15kV or 25kV elbows (load break) as per district requirements and Com Electric Std. UM C135. 4. 15kV or 25kV dead end insulating caps as per district requirements and Com E ectric Std. UM C060. 5. . 600 volt cable as per district requirements and Com/Electric Std.UM C015. 6. Secondary moles as per district requirements and'Com/Electric P St UM M015. 7. 15kV or 25kV multi-taps and feed throw hs as per district requirements and Com Electric Std. UM M030, and UM B075. 8. Fault Indicators 9. ' Cable identification tags A detailed material list is given in URDS E-2. C. Material Furnished by Developer None, except as noted below: 1. All material necessary to prepare ends of cable for proof- testing. 2. 3/4" wide black, grey, or. colored plastic all-weather electrical tape equal to Scotch 88 for identifying phases. 3. All material necessary to secure pulling basket such as friction tape and binding wire. 4. Solvent necessary to clean grease and dirt from cable sheath. 5. All material necessary to seal ends of cable for the pulling operation only, such as rubber tape, friction tape, or plastic tape. J SPECIFICATION No. : 4-0385 UG Res.Dist. Systems_ Sheet 14 6. Pulling compound (lubricant) . 7. Incidental split bolt connectors and #2 soft drawn copper wire. D. High Voltage Acceptance Test 1. Primary System It shall be the Developer's responsibility to furnish all labor, equipment and material necessary to prepare and test all sections of cable. Voltage levels and duration of test will be per Com/Electric specifications. 25kV system - 20kV DC for'5 minutes 15kV system - 12kV DC for 5 minutes 2. Secondary Testing It shall be the Developer's responsibility to furnish all labor, equipment and material necessary to prepare and check insulation integrity of all secondary cables with megohm meter. E. Installation of Cable It shall be the Developer's responsibility to furnish all labor and equipment necessary to: 1. Rod and clean the ducts to the satisfaction of the Company Inspector by pulling a mandrel or wire brush through the duct to clear the duct of obstructions and be sure the duct diameter is not restricted. 2. Apply cable pulling-in lubricant to facilitate pulling cable, per Com/Electric Material Std. UM C090. 3. Transport cable reels from Company Storage area to job site, pull cable into ducts and prepare for splicing and/or seal ends against water ingress and return empty reels to stockroom. 4. Install nylon collars around cable in all ducts that do not have bell ends. 5. Clean grease and dirt off cable in all manholes, vaults, or box pads up to duct face. 6. Test cable ends for moisture or water if there is suspicion of moisture or water having entered the cable. Tests shall be performed under the direction of the Company Inspector. 7. Seal cut cable ends with heat shrinkable caps. 8. Each conductor shall be "rung out" or other means and the phases identified at the ends of spliced-in sections of cable and at all splices. Also all secondary cables will . be "rung out" to identify the phases, and marked accordingly. Primary cable shall be tagged per Com/Electric specifications. SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 15 h 9. Return scrap pieces of cable to Company's scrap bins. 10. Stock reels shall be used. The Developer's Contractor and Company Inspector shall plan reels to be used to minimize waste. F. 15kV and 25kV Splices It shall be the Developer's responsibility to provide all labor and equipment necessary to: 1. Make premolded splices supplied by Com/Electric according to splice manufacturer's specification (see typical spec URDS. E-4) 2. Seal cable jacket using Kearney Airseal or approved equivalent. G. 15kV and 25kV Terminations It shall be the . Developer's responsibility to provide all labor and equipment necessary to: 1. Make load break elbow terminations supplied by Com/Electric according to elbow manufacturer's specifications (see typical spec URDS E-3) 2. Seal cable jacket using Kearney Airseal or approved equivalent. H. 15kV and 25kV Multi-Taps and Feed throughs It shall be the Developer's responsibility to provide all labor and equipment necessary to: ' install multi-taps at indicated locations including bond and ground connections. Cap all modules not occupied by an elbow. Two position feed throughs will be installed at all transformer pad locations. I. Fault Indicators It shall be the Developer's responsibility to provide all labor and equipment necessary to install fault indicators supplied by Com/Electric. J. Secondary Terminations It shall be the Developer's responsibility to provide all labor and equipment necessary to: make secondary mole connections in handholes, splice boxes, and at transformer locations as required, according to manufacturers spec. K. Grounding It shall be the Developer's responsibility to provide all labor and equipment necessary to: make primary neutral ground connections at transformer and switch locations as directed by Com/Electric. SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 16 - L. Workmanship All workmanship shall be first=class and in full accordance with the most modern practices. A statement of guarantee of workmanship shall be submitted by all qualified contractors. All Contractors shall have a minimum of 2 years experience splicing and terminating high voltage cables and shall furnish letters of. recommendation upon request by the Company. The names and qualifications of the splicers shall be submitted with the bid. Com/Electric will certify individual personnel as qualified splicers. Tooling - tooling and dies used in making compression connections shall conform to the connection manufacturer's specifications. M. General Guide Lines It is the Developer's responsibility to provide all equipment and labor necessary to: 1. Pump water out of manholes, vaults, or box pads. 2. Clean up all work areas leaving them in a condition the same as, or better than found. 3. Protect from theft and damage all material and Company's.- property including existing cables. 4. Protect from water or moisture all ends of cable by properly sealing the ends as specified herein. N. Safety It shall be the Developer's responsibility to adhere to all applicable safety codes and regulations. 0. Responsibility for Equipment and Materials Furnished by the Company The Developer shall examine all equipment and material supplied by the Company prior to acceptance. If such equipment and material are accepted by the Developer, the Developer shall thereafter be responsible for such equipment and material . All equipment or material which is to be returned to the Company shall be maintained properly, protected against damage and loss, and returned to the Company in the same condition as received from the Company, reasonable wear and tear excepted. The Developer shall be responsible for any damage to or loss of the material from the time of delivery thereof to the Developer until the installation is accepted by the Company Inspector. SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 17 VII. GENERAL A. The Company reserves the right to make the final interpretation of this specification and its appendixes. The Company also reserves the right to modify or amend this specification and its appendixes as it deems necessary. B. General Specification for Padmount Transformer and Pull Box Foundations 1. Top of al.l foundations must have steel trowelled finish. 2. All foundations must be level . 3. All exposed metal parts, such as hold-down tabs, bolts and covers must be hot dipped galvanized. 4. All; forms must be removed from foundations before installation of cable or transformers. 5. No foundation will be less than two (2) or more than four (4) inches above final grade. Final grade being loam, asphalt, concrete, etc. (exception: Manholes or pull boxes with manhole i frame and cover) 6. All conduits must -be kept within the area shown on the drawings. 7. All conduit sweeps must have a minimum radius of 36 inches, must be steel at poles and when terminating conduit runs longer than 80'. 8. Where it is possible for a foundation' to be covered or washed out (undermined) , an approved retaining ' wall must be provided to protect the pad in accordance with Commonwealth Electric Company STD URDS NE-18. 9. In areas which have poor drainage, provisions must be made to keep pads, manholes, pull boxes, etc. from filling with water. 10. The area around the foundation must be level for at least two (2) feet from the edge of the foundation on all sides. 11. Ten feet (10') • X 3/4" inches copperweld ground rod must be installed in the location shown on the drawings. A heavy duty ground rod clamp Burndy catalog #GP6426 or equivalent must be provided, where cadweld connections are not required. 12. All ducts must be capped until cable is, installed. 13.. All foundations must be set on virgin or compacted soil ; crushed stone is required in specific instances as indicated in the drawings. J SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 18 14. Posts to protect pads from truck and cars may be required. 15. All padmount transformer locations shall meet the clearance guide lines of Commonwealth Electric Company STD URDS G-2. 16. All primary ducts must run from the. front of the pad unless otherwise approved by the Company. C. The "Dig Safe" Law Chapter 82 of the General Laws, Section 40, as amended Section 40, Excavations; Notice; Penalty. No person shall , except in an emergency, contract for, or make an excavation, which shall include, but not be limited to, the discharge of explosives and the demolition of any structure which shall not be deemed to include gardening or tilling the soil in the case of privately owned land, in any public way, any public utility company. right of way or easement, or any privately owned land under which any public utility company, municipal utility department, natural gas pipeline company, or cable television company maintains underground facilities, including pipes, mains, wires or conduits, unless at least seventy-two hours, exclusive of Saturdays, Sundays and legal holidays, but not more than thirty days before the proposed excavation is to be made such person has given an initial notice in writing of the proposed excavation to such natural gas pipeline companies, public utility companies, .cable television companies and municipal utility departments as supply gas, electricity, telephone or cable television service in or to the city or town- where such excavation is to be made. Such notice shall set forth the name of the street or the route number of said way and a reasonably accurate description of the location in said way or on private property the excavation is to be made. In addition, such initial notice shall indicate whether any such excavation will involve blasting and, if so, the date on which the specific.location at which such blasting -is to occur; provided, however, that in no event shall any excavation by blasting take place unless written notice thereof, either in the initial notice or a subsequent notice, accurately specifying the date and location of such blasting shall have been given and received at least twenty-four hours in advance, except in the case of an unanticipated obstruction requiring blasting when such notice shall not be less than four hours in advance to such natural gas pipeline companies, public utility companies, cable television companies and municipal utility departments as supply gas, electricity, telephone or cable television services in or to the city or town where such excavation by blasting is to be made. If any such notice cannot be given as aforesaid because of an emergency, it shall be given as soon as. may be practicable. Copies of such notices together with a statement certifying that they have been mailed or delivered to such cable television companies and public utility companies as required by this section shall be filed with the officer or board having charge of any such public way before a permit to excavate or to blast may be approved or issued, except in case of an . emergency. SPECIFICATION No. 4-0385 UG Res.Dist. Systems Sheet 19 Where an excavation is to be made by a contractor as part of the work required by a contract with the commonwealth or with any political subdivision thereof or other public agency, for the construction, reconstruction, relocation or improvement of a public way or for the installation of a railway track, conduit, sever or water main, such contractor shall be deemed to have complied with the requirements of this section by giving such notice as required by this section setting forth the location and the approximate time required to perform the .work involved to each of said companies. Within seventy-two hours, exclusive of Saturdays, Sundays and legal holidays, from.the time said initial notice is received or at such time as said company and the excavator agree in writing, said company shall respond to the original written notice or to subsequent oral or written notice by designating at the locus, the location of pipes, mains, wires or conduits, in that portion of the public way, public utility company right-of-way or easement or privately owned land in which the excavation is to be made; provided, however, that in the event that the excavator has given notice of proposed excavation as aforesaid at a locus at which because of its length or size the, company cannot reasonably designate the location of all such pipes, mains, wires or conduits. within such seventy-two hour period, then the excavator shall notify the company of the portion' of the locus in which excavation is to be first made and the company shall designate the location of such pipes, mains, wires or conduits in such portion within seventy-two hours and shall designate the location of the pipes, wires or conduits in the remaining portion of the locus within a reasonable time thereafter; and the providing of such designation by the company shall constitute prima facie evidence of an exercise of reasonable precaution by the company as required by this section. After a company has designated the location of such pipes, mains, wires and conduits at. the locus of the excavation in accordance with the provisions of this section, the excavator shall be responsible for maintaining the designation markings of such locus, unless the said excavator requests re-marking at the locus due to the obliteration, destruction or other removal of such markings and the company shall then have twenty-four hours following the receipt of such request to re-mark such locus. Any such excavation shall be performed in such manner, and such reasonable precautions taken to avoid damage to the pipes, mains, wires or conduits in use under the surface of said public way, public utility company right-of-way or easement, or privately owned land, including, but not limited to, any substantial weakening of structural or lateral support of such pipe, main, wire or conduit, penetration or destruction of any pipe, main, wire, or the protective coating thereof, or the severance of any pipe, .main or conduit: When any damage of any such pipe, main, wire or conduit or its protective coating occurs, the public utility company, natural gas pipeline company, cable television company or municipal utility department shall be notified immediately by the person or public agency .responsible for the excavation causing the damage. SPECIFICATION No. : 4-0385 UG Res.Dist. Systems Sheet 20 The making of an excavation without providing any or all notice or notices required by this section with respect to any proposed excavation which results in any damage to a pipe, main or conduit or its protective coating shall be prima facie evidence in any legal or administrative proceeding that such damage was caused by the negligence of such person. Notice to the public utility underground plant damage prevention system pursuant of section seventy-six D of chapter one hundred and sixty- four, which notice is given during normal business hours each day of the year exclusive of Saturdays, Sundays and legal holidays, and which notice is given with the time periods established in this section, shall constitute compliance with the written notice requirements of this section. Nothing contained in this section shall be construed to affect or impair local ordinances or by-laws requiring permits to be obtained before excavation in a public way, except that, notwithstanding any contrary provision of local ordinances or by-laws, no permit to excavate in a public way shall be approved or issued by the officer or board having charge of such way, except in an emergency, until such time as copies of such notices to public utility companies and cable television companies are filed by the applicant for a permit as required by this section. Whoever violates any provision of this section shall be punished by a fine of two hundred dollars for the first . offense and not less than five hundred nor more than one thousand dollars for any subsequent offense. 1. Excavation(s) performed by the Developer or his Contractor or Agents for facility requirements under this Company's construction policies and agreements. a. It is the responsibility of an applicant to petition the municipality and/or the appropriate governing agencies for a permit to excavate. He will be responsible for the conduct and quality of the excavation and restoration procedure and all other requirements of the Permit. b. A town may require an applicant to submit an accident liability bond and may also require a deposit or performance bond to cover the conditions of the work to be performed. 2. Excavation performed by a private party for facilities to be installed privately and to remain privately owned and maintained. It is the responsibility of the private party to petition and meet all of the above requirements. NOTE: SEE COMMONWEALTH ELECTRIC COMPANY UNDERGROUND RESIDENTIAL DISTRIBUTION STANDARDS NE-4 AND NE-4A FOR TYPICAL REQUIREMENT. I _ NE-1 URDS COMBectric _�� .�, 21 0 DUCT i I. GENERAL: A. All duct must meet or exceed the requirements of NEMA Specification TC-2 or TC-6, or ANSI Standard C33.37 latest revision. B. All couplings used to Join non-metallic duct must be cemented. II. APPLICATION: A. Cable Risers 1. Rigid Metallic - Galvanized Steel Including Sweep B. Road Crossings (Minimum) 1. UL Listed Power & Communication Duct - Schedule 40 Heavy Wall Rigid C. Ductline & Sweeps Acceptable Types UL Listed Power & Communication Duct 1. Schedule 40 Heavy Wall Rigid 2. Type DB NOTE: Steel sweeps required on both ends of duct runs longer than 80'-. W D. Concrete Encasement Acceptable Types 1. All Duct Listed Above 2. UL Listed Power & Communication Duct - Type I/EB 0 d L . NE-2 COMflectric YTGE "R1)s . GROUNDING RING ° \ TYPICAL PAD o #2 CU MINIMUM \ OR PULL SOX 2/0 AWG STR CU MINIMUM 3/4"x 10'COPPERWELD GROUND ROD (2).ALL CONNECTIONS CADWELD. PLAN 18"MIN. 1 / I a�'o sV'In o �o eTy��.0 ea a. 3/4"x 10'COPPERWELD °4bp e� eOC°o'O`4o°goj°ioa���ree°e GROUND R00 (2) SECTION ° NE-2 STG_NO. URDS A, 0•GE I / 0 GROUNDING RING s s W ` TYPICAL PAD #2 CU MINIMUM OR PULL BOX 2/0 AWG STR CU MINIMUM 3/4"x 10'COPPERWELD GROUND ROD (2).ALL CONNECTIONS CADWELD. PLAN W � _ IS"M.IN. Q ` o,op%op37d'2JOa�p a79 c i�0.o�o oro� 3/4"x 10'COPPERWELD dofo'po�o'4ob.a °to o.00,o o.Qdo c.oto o,Qo GROUND ROD (2) war �o;o n Ot o0go„o�. oo.ra�t pto SECTION NO rE I. ) GROUNDING RING ( NE-2 ) TO BE INSTALLED ON NE-12, 13, 13A ,14, 14A AND 16 . 0 a• I NE-3 no.mo URDS COMEIedric .�E 23 0 W >' C I t URD —TYPICAL TRENCH SECTIONS CABLE IN DUCT W 0 ELECTRIC ONLY ELECTRIC AND TELEPHONE I FINISHED GRADE I X X XW11X I X 7177111711 X . X X T24 TEL. o SEC. SERVICE a o PRI. PRI. SEC. I PRI. PRI. SEC. SEC. SERVICE W 12 18 12 12 12' 18 12" 12 W D 42" 42 30 24" I 42 42 30 30" o ` SEE NOTE # 4 W—TRENCH WIDTH D—TRENCH DEPTH X—WARNING TAPE 6"BELOW SURFACE PRIMARY SYSTEM MAYBE I OR 2 DUCTS NOTE: 1 . Duct to be backfilled with 6" cover of earth, free of large rocks, (3" in any dimension or larger) . 2. All duct to comply with URDS NE-1. as required by the Company or wiring inspector. 3. Minimum 210# tensile strength. pull lines to be installed in all ducts by developer. Greenlee Cat. #430, part #50214F1 .0 is recommended. 4. Cables may be random lay with electric cable upon agreement by both parties. W t O W i Q NE-4 • �,o,� URDS COMflectric .�. 24 0 3 TYPICAL PROCEDURE FOR TRENCHES OR EXCAVATION WITHIN PUBLIC WAYS ROAD CROSSINGS 0 EDGE OF HOT TOP TO BE COATED WITH AS PAINT SEAM TO BE COATED AFTER FINISH ROLLING. SAME THICKNESS AS EXISTING I"SAW CUT 12��TYP TYP.(MINA Am NEW PAVEMENT EXISTING BT. COMPACTED BACKFIL REPLACE WITH SAME THICKNESS GR- OF EXISTING MATERIAL. IN NO CASE LESS THAN 6" CRUSHED MAY INCLUDE ELECTRIC, STONE OR 12" OF COMPACT TELEPHONE FIRE ALARM CRUSHED GRAVEL. MUNICIPAL,AND CABLEVI§ION MINIMUM ELECTRIC REQUIREMENT CONDUITS UTILITY LINES lo 4 ;jl :�. o 3"�+1 L-�3-�- FOR STATE ROADS NOTE:DEVELOPER SHALL BE RESPONSIBLE FOR THE REQUIREMENTS OF HIS SPECIFIC TOWN AND/OR STATE EXCAVATION PERMIT. 0 NE-4A URDS 25 ColViflectric . TYPICAL PROCEDURE FOR TRENCHES OR EXCAVATION , WITHIN PUBLIC WAYS SIDEWALK CROSSINGS LOAM AND SEED COMPACTED GRAVEL AS NECESSARY (6„MIN ) REPLACE WITH EXISTING P CONCRETE OR BLACKTOP R CURB 0 PAVEMENT ;d� ��•�C. �►' ?` �:4: ►� ',d:'°' '»` E L COMPACTED N BACK FILL / E GRAVEL UTILITY LINES 0 • s Z o , a a f NE-5 STo No U R D S COMElectric PArl25 ' o S PLAN VIEW OF TYPICAL TRANSFORMER FOUNDATION ,VAULT,HANDHOLE AND CONDUIT LOCATIONS EASEMENT TAKING LINE TELCO PRIVATE PROPERTY LINE SERVICE 10'WIDE UTILITY PADMOUNT �TELCO EASEMENT TRANSFORMER i FOUNDATION ELECTRIC NORMAL INSTAL1xm HANDHOLE SETBACK 30%18°MIN. �- 18"MIN. S/L OF R.O.W. FO PRIMARY/SECONDARY I-4!'CONDUIT I OR 2-4°CONDUIT PULL BOX (PRIMARY) I OR 2-4°CONDUIT(PRIMARY,) *NOTE 'I S/L OF PAVED SURFACE 1-4°CONDUIT '(SECONDARY) • ; C/L OF R.O.W. 0 i S/L OF PAVED SURFACE S/L OF R.O.W. 18° 18� T17� ELECTRIC ELECTRIC 10, HANDHOLE HANDHOLE I EASEMENT TAKING LINE NOTE: 1. Minimum of 3' from S/1, of hard surface to C/L of trench. 2. See Dwg. NE-7 for typical primary/:.;econdery road crossings. > 3. Refer to Dwg. NE-2 for pad grounding detail. NE-5A .,o w URDS 0 CoMflectric 7 r PLAN VIEW OF TYPICAL TRANSFORMER FOUNDATION,VAULT,HANDHOLE AND CONDUIT LOCATIONS PLYMOUTH DISTRICT ONLY ASEMENT TAKING LINE TEL PRIVATE PROPERTY LINE C � SERVICE � d WIDE UTILITY PADMOUNT EASEMENT TRANSFORMER TEL�C�j FOUNDATION ELECTRIC Llf " NORMAL INSTALLATION HAND HOLE 30 - 18 MIN. 18"MIN. SECONDARY S/L OF R.O.W. ® I-4"CONDUIT I OR 2-4"CONDUIT(PRIMARY)--" *NOTE#1 PRIMARY PULL S/L OF PAVED SURFACE BOX CA OF R.O.W. 0 I-4"CONDUIT(SECONDARY) S✓L OF PAVED SURFACE SA OF R.O.W. Is 18,E T ELECTRIC ELECTRIC HANDHOLE HANOHOLE 10, EASEMENT TAKING LINE NOTE* 1. MINIMUM OF 3'FROM S/L OF HARD*SURFACE TO C/L OF TRENCH. 2. SEE DWG.NE-7A FOR TYPICAL PRIMARY/SECONDARY ROAD CROSSINGS. 3. REFER TO OWG.NE-2 FOR PAD GROUNDING DETAIL. >i NE -6 ..o_«o. URDS 0 -COM Electric 2 TYPICAL PRIMARY ROAD CROSSING TOP VIEW 3 4CONDUITS NE-10 1 PULL BOX PULL BOX PAD NE-12 NE-15 NE-15 4-4"CONDUITS NE-I i e SIDE VIEW or t 42. O O 1 0 0 I O O I PAD PULL BOX 4"CONDUITS PULL BOX 4-4"CONDUITS NOTE: 1 . All ducts to be installed with a minimum of 210' tensile strength polyethylene pull line. Greenlee Cat. No. 410, Part No. 5oz1481 .o a is recommended. 2. Frame to sit directly on pull box. NE -7 . STO 0 COMElectric. PwE� 2g°S 0 a 4 TYPICAL SECONDARY AND PRIMARY ROAD. CROSSING SECOMOARY PAD TO .P U L L: BOX TO HANDHOLE r r s e �2n 2'0 -411� i 730- 36ee f 1 4ee—bee HANDHOLE I I I Dwg. NE-9 I 1 I I 24"X 900 4'°CONDUIT NE-I 1 p p l PAD SWEEP PULL BOX Dwg. NE-12 NE-15 4-4'° CONDUITS NE—I TOP VIEW ff HANDHOLE PULL BOX PAD NE-15 HANDHOLE TO HANDHOLE 1 i ee ee - _ 4°'—bee 30 30 4"—61e HANDHOLE HANDHOLE 24'°X90° I-4CONDUIT NE-1 NOTES: SWEEP 1. All ducts to be installed with a minimum of 210# tensile strength polyethylene pull line. Greenlee Cat. No. 430, Part No. 5021481.0 is recommended. r O 2. All bends in duct runs longer than 80' must be galvanized steel. 3. Frame to sit directl;., on null box. N E-7A no ro URDS 0 COMElectric 30 TYPICAL SECONDARY AND PRIMARY ROAD CROSSING PLYMOUTH DISTRICT ONLY SECONDARY PAD TO HANDHOLE �2 36 HANDHOLE 1 Dwg. NE-9 24x90 4"CONDUIT NE- I O O °SWEEP i PAD PULL BOX D*g. NE-.12 NE-15 4 -4"CONDUITS TOP VIEW W a , HANDHOLE PAD S HANDHOLE TO HANDHOLE 4 30 30 4-6" HANDHOLE HANDHOLE 24"x 900 SWEEP ZI-4"CONDUIT NE- I NOTE: 1 . All ducts to be installed with a minimum of 210" tensile strenqth polyethylene pull line. Creenlee Cat. No. 1'3e, °art Mo. e^210l .r, is recommended. 2. All bends in duct runs longer than Qn' must be galvanized steel . 3. Frame to sit directly on pull box. NE-8 URDS 0 COMBectric 31 r g S PRIMARY RISER POLE t Cable tied high on pole above conduit. 1. Adapter coupling steel to P.V.C. ound bushing clamp or lug. lip below odo�ter coupling. 5-0" Clip 10'-0 — 0 5-0 %! Rigid galvanized steel conduit. Clip Slip coupling 3-0 36"R x 90° Rigid galvanized steel Spore sweep(if required)must have a threaded cap just above grade. Adapter coupling steel to P.V.C. NOTES: 1. Minimum size of Conduit Riser to be in accordance with Underground Residential Distribution System Specification No. 4-0355. 2. Riser Conduits shall be grounded in accordance with Rule 314B of the National Electric Safety Code 1984. . NE -9 :,o URDS . COMBectric .�E 32 0 g SECONDARY SPLICE BOX Splice boot Complete with cover and stainless steel Ponta head bolt Ponta head boltsithreads to be coated with anti- sieze compound. y. e CATALOG N0. CODE NO. Highline Products HL-41A 07-32-560 Fargo Mfg. (Brooks) B-125A 07-32-560 Penn-Cell PE-20-6HH-D 07-32-560 Specify Marking Associated Plastics 1324-1 07-32-560 Specify Marking (Electric) 1611 25'1 12,2,�_� 221I. 2 16 0 �- 20° 30' - ' 26 36 NE-10 �a URDS Comflectric PAGE 33 . 0 r COVER AND FRAME FOR VAULT OR MANHOLE MANHOLE AND VAULT COVER r G 3/4 HOLE (2 ) DRILLED 6"IN FROM EDGE OF COVER. STREET TYPE FRAME �•-- 26DA. 10 r i 0 r SIDEWALK TYPE FRAME S 5 26"DIA. NOTE: 1. Covers will have COM ELECTRIC on them. 2. Manhole and vault cover, E.L. LeBaron Foundry #L28C5. 3. Street type frame, E.L. LeBaron Foundry #LE280. G. Sidewalk type frame, E.L. LeBaron Foundry #LE285. r 0 L NE- 11 URDS No COMflectric =.o a t TAPE = WARNING TAPE - Buried Electric Line SIZE COLOR LEGEND CAT. NO. CODE NO. 3" Wide Red "Caution - 1TTren 07-75-692 Buried Electric Alarmaline Line Below" Terra Tape 0551315 i 0 a c < 0 a NE-12 lectric s, URDS COMA r 0 SINGLE PHASE TRANSFORMER PAD 25 KVA— 167KVA a J 4 'STEEL DIAMOND PLATE (GALV.)WITH HOLES AS SEE NOTE#3 SHOWN. THE WORD "ELECTRIC" TO BE STAMPED ON COVER. .i ►`a �', y; \ 2 6 S I CHAMFER EDGES 12 48 12HOLE FRONT ONLY \5 I 4 / 2-41"DIA.HOLES,3 SIDES ONLY. 5-42�DIA.HOLES,FRONT ONLY. 2 NOTES: 1. Concrete to be 4000# high early strength and vibrator compacted. 2. Top to be reinforced with #5 rod to support H-10 wheel load and to save a trowelled finish. 3• 3/8" x 1j" long full thread stainless steel penta head bolt with cup ane. 2" long cinch anchor (2 places) . 4. Cover to be hot dipped galvanized and permanently marked with minimum of ?" block letters with the word "ELECTRIC" as- shown. 5. Refer to Dwg ME-'- for grounding detai '. . 6. Conduit openings to have 4" bell ends flush with inside wall . f , NE- 13 ..°N URCS COffflectric .�E 3E ° UNDERGROUND MATERIAL STANDARDS 3/8" Dia. x 11 long THREE PHASE TRANSFORMER 3 full thread st. stl . PAD UP TO 300 KVA pen to head belt & 4l' ��•� 48" cupped washer (4) nr11 f places. '� �4 4,;F<. • �— See Note #2 ,� cry �C See Note #3 ° 24" 7 9 1510 46" \\ 4201 \ \ See Note #7 1" Chamfer (4) Sides ��\ -7 v 2" 20' 7� See Note 4t5 � din I 20" II I � /y � 321i" : �I -See Note 7�i" 32�5' #9 4 1/2" dia. four holes loll 7�" on all sides ' 7211 NOTES: 1: Concrete to be 5000# high early strength. 0 2. Cover to be 3/8" aluminum diamond rate. 3. Top to be reinforced with #5 rod to support A-20 wheel load. 4. Concrete to be compacted with vibrator. ro 5. Galv.' pulling eyebolts all -four sides. a 6. Additional duct openings on special order. 7. Manufacturers name to be stenciled on vertical chimney wall. 8. Refer to Dwg. NE-2 for grounding detail. CO 9. Conduit openings to have 4" bell ends flush with inside wall. ° 10. Pad to be installed on 12" bed of crushed stone. N a Suppliers & Cat. No. Stock Code FRUEN-FE-3 '07-59-605 NE-13A ,To.o URDS CORAflectric .06E 37 UNDERGROUND MATERIAL STANDARDS THREE PHASE TRANSFORMER PAD UP TO 1000 KVA 90 0 0 I"FOUR MFER SIDES 3,/4!'LIFTING EYES 54„ O 84„ SEE NOTE #4 T Is TOP 4 0 1220 1' 7. SEE NOTE #3 ���� IN 7- :. 1 N, 20 7. ,r SEE NOTE#2 72 72„ NOTES: 1. Top to be reinforced to support H-20 wheel load. 2. Galv. pull eyes and additional duct openings on special order. 3. Four 4 1/2" diameter holes inline on all four sides with knockouts 5/8" thick maximum. 4. Manufacturers name to be stenciled on vertical wall of access chimney. 5. . Refer to Dwg. NE-2 for grounding detail. 6. All conduit openings to have 4" bellends flush with inside wall. 7. Pad to be installed on 12" bed of crushed stone. 0 SUPPLIER & CATALOG NO. STOCK CODE NO. FRUEAN-FE-3T1000 07-59-610 LINHARES PRECAST i NE-14 dr�ic URDS COME16 ,wo 38 POURED IN PLACE PADS FOR USE, IN LIMITED APPLICATIONS 3 ONLY WITH PRIOR APPROVAL OF COM Electric REPRESENTATIVE Prowl. conduit area Secondary conduit area 3". u" u" ii" , n" n" n" .3' 12z15 'Max. 12°x12°.Max. N_ r _ e N S N }�151 66 N ---� - 17 2' i t I 6'. — I5���`--42�—� REINFORCING DETAIL — FRONT 72:' 14 REINFORCING RODS PLAN 10 Rods 5'-6" Lona 4 Rods " g I'x45° Chamfer all four sides 10 Rods 3'-0 Long 6 ..►•:i.l'. :�i• _i .per • :a t>:o .y 18" . t ` t SE_LCrushed stone CONCRETE PAD FOR THREE PHASE PAD MOUNTED TRANSFORMERS 75KVA-300KVA NOTES: 1. Concrete to have an ultimate strength of ,3000 PSI after 28 days and. to be vibrator compacted. 2. All reinforcing rods are to be placed 3" 'from the.top and bottom surfaces and must be deformed type, intermediate grade new billet stock. 3. A steel trowelled finish shall be given to all exposed concrete surfaces 4. The tops of all conduits shall be flush with or below pad surface. 5. Refer to Dwg. NE-2 for grounding detail. 6. The developer must contact the Company for the locations of all conduits. .7. The installation of these pads shall be done in accordance with the Commonwealth Electric Company Underground Residential Distribution System Specification No. 4-0385. 0 NE-14A s.o„o URDS Colviflectric .ab!�32 POURED IN PLACE PADS FOR USE IN LIMITED APPLICATIONS ONLY WITH PRIOR APPROVAL OF COM Electric REPRESENTATIVE Secondary conduit area Primary conduit area If xl2°Max. 9". 12" 12". 12" 12" 12" 12" 9" 12'z 9' Max. I I I N� � s N 1 7 N 15 Fri r 17 a -o -- 1 2 1 1 . 1 1 fi" s r� fi2 �I-+12" REINFORCING DETAIL — FRONT 90 14 RZiNFORCING RODS PLAN 10 Rods 51-6" Lona 4 Rods 5'-0" Long I x45 Chamfer all four sides 10 Rods 1- 3 0" Long > r �u • 24 t SECTION Crushed stone CONCRETE PAD FOR THREE PHASE PAD MOUNTED TRANSFORMERS 300KVA-IOOOKVA NOTES: . 1. Concrete to have an ultimate strength of 3000 PSI after 28 days and to be vibrator compacted.cted. ; 2. All reinforcing rods are to be placed 3" from the top and bottom surfaces and must be deformed type, intermediate grade new billet stock. 3. A steel trowelled finish shall be given to all exposed concrete surfaces. 4. The tops of all conduits shall be flush with or below pad surface. 5. Refer to Dwg. NE-2 for grounding detail. 6. The developer must contact the Company for the locations of all conduits. 7. The installation of these pads shall be done in accordance with the Commonwealth Electric Company Underground Residential Distribution System 0 Specification No. 4-0385 II NE -15 :row URDS CoMflectric 40 0 COY ELECTRIC MANHOLE FRAME 9 COVER NE-10 0 i 3/4%10'COPPERWELD GROUND , ROD WITH GROUND CLAMP 9 10 NO. 2 BARE 7 STR.COPPER WIRE TO BE PROVIDED BY DEVELOPER. AS 6 4s•, 2 4„ I"CHAMFER EDGE 7/8"HOLES FOR 48. 3/4"PULLING EYE EYE BOLTS 24" SEE NOTE NO.2 (4 SIDES) > I 0 o�y 4"WALLS 72 2�•, ?�•. �� 64 4 /2"DIA.HOLES,ALL i SIDES AS SHOWN PRIMARY ANWOR SECONDARY P U LL . BOX NOTES: 1. Concrete to be 4000 PSI high early strength and vibrator compacted. 2. Install galvanized pulling eyes, one on each wall - (4) 3/4" eyes. 3. Conduit opening to hzve 4" bell ends flush with inside wall. Supplier S Catalog No. Code No. 0 Fruean - FE-'LA 07-05-705 NE-15A _ $TO NO GRDS COMEWric •.6E 0 g PRIMARY AND/OR SECONDARY JUNCTION BOX 9 � SEE NOTE 7 3/8"STEEL DIAMOND PLATE DRILL (8) HOLES COVER.THE WORD "ELECTRIC 2 TO BE 2"H,STAMPED ALL 4 SIDES.SEE NOTE #2• 3/4"x 10'COPPERWELD'GROUND o ROD WITH HD GROUND CLAMP 9 . D' 10'OF NO.2 STR. BARE COPPER '?.' !.. A5 4s•. WIRE TO BE PROVIDED a INSTALLED BY DEVELOPER. SEE NOTE #4 0 0 24" ® 5 \ I CHAMFER � o o 48 71 61 4 ��.. 0 0 �-� 42I••OIA.HOLES,ALL SIDES AS SHOWN. 77/8"HOLE FOR EYE BOLTS(4 SIDES). NOTES: 1. Concrete -to be 4000 PSI high early strength and vibrator compacted. 2. Cover to be hot dipped galvanized. 3. Sides to be reinforced with 6 s 6 reinforcing wire. 4. 3le' x 1V long full thread stainless steel penta head bolt with cup and long cinch anchor (8) places. 0 5. Install galvanized pulling eyes, one on each wall. (4) 3/4" pulling eyes. 6. Conduit openings to have 4" bell ends flush with inside wail. 7. Ground lug to be installed on bottom of cover. ■ NE-15B ST°.°° ll?C$ ° COMiflectric PAGE 42 MANHOLE FRAME &COVER NE-10 I"CAMFER ° 28 4 SIDES 8° 7/8" HOLES FOR EYE BOLTS(4 SIDES) 3/4"x10°COPPERWELD GROUND � ROD WITH GROUND CLAMP a ` .. 10'NO. 2 BARE 7 STR.COPPER y WIRE TO BE PROVIDED BY `..j 6" WALLS (TYP.) DEVELOPER. o 3/4" PULLING EYE 12 SEE NOTE I t •In• 4.1/2" DIA. HOLES 4 HOLES ON ALL SIDES : 32 1/4� l' 20" ° NOTE 4 6•I/4" ) g72°° 72" PRIMARY AND / OR SECONDARY PULL BOX Notes: I . INSTALL GALVANIZED PULLING EYES, ONE ON EACH WALL,(4) 3/4"EYES. 2. CONCRETE TO BE 5000 P.S.Z. HIGH EARLY STRENGTH. 3. CONDUIT OPENINGS TO HAVE 4" BELL ENDS FLUSH WITH INSIDE WALL. 4. THIS SECTION IS OPTIONAL AS SPECIFIED. r r C.J.T. NE-16 $TO NO URDS , COMflectric PAGE 43 o - DEAD FRONT SWITCHGEAR AND MULTIPHASE JUNCTION FOUNDATIONS THRU HOLE WITH 5/13"DIA.x 3"LONG CINCH ANCHOR (4 PLACES) .g s 0 sa •. •. I":450 CHAMFER All 4 SIDES a3 8" A 20" 20 `4 2"DIA.HOLES.HOLES ON.ALL FOUR SIDES. NOTES: 1. Concrete to be 4000# high early strength and vibrator compacted. 2. Top to be reinforced with #5 rod to support H-10 wheel lead and to have c trowelled finish. 3. Refer to Dwg. NE-2 for grounding detail. - 4. Conduit openings to have 4" bell ends flush with inside wall. r t 7 r i N E-16 A URDS COMElectric 44 o . DEAD FRONT SWITCHGEAR AND MULTI-PHASE JUNCTION ENCLOSURE -77 42" 381 4 4d' . o NOTE: 1. To be equipped with unistrut bracket and three (3) moveable parking stands per phase on front side. Also to be equipped with angled mounting bracket in front to accomodate two (2) G.E. 4-way multitaps and bracket in back to accomodate one (1) G.E. 4-way multitap. 2. Multitaps NOT to be included. 3. Refer to Dwg. NE-2 for grounding detail. Supplier Western Power Products 0 I NE-17 oMflectric PAG"° S15 r _ .w, 4 5 0 O FS UTILITY VAULT s- \may o / f vault top Grand rod 42„ Welded steel rods Grid knockout 1 In dia.eye bolt with (standard) nut and washer -s c Vault base tier_.• 48�� r I4°dia.eye bolt \\"� with nut and washer threaded insert with telephone spacing and rocks with insulators NOTE: 1. Wall thickness is 6" all around. 2. Acmelite sealant to be used between shiplap joint. 3. For vault cover, refer to. URDS Dwg. NE-10. 4. When installing the Utility Vault, a 3/4" x 10' copperweld ground rod will be provided and installed by the developer as shown. S. If widewall knockouts are required due to directional change in duct system, then an additional eyebolt shall be installed opposite each knockout. r SUPPLIERS STOCK CODE Eruean Utilities Raynham Precast 07-05-750 American Precast Linhares Precast Rotondo Precast NE-18 :To ao URDS 0 COMElectric .&4E 46 0 PRECAST RETAINING WALL FOR USE WITH TRANSFORMER PAD 0 S 4�Chomfer on all top edges See note 3 7 MFG'S NAME 450 450 2511 1 6 6" " 25"— 48 — 25 0 a 12" 24' 24" NOTES: I. Concrete to be 4000# high early strength and vibrator compacted. 2. The wall shsli be fully reinforced to within 2" of the top and bottoir.with 6 x 6 reinforcing wire, and shall have a trowelled finish top. 3. The manufacturer of this product must permanei,tly mark z.11 units with Q their name as shown above. 0 d NE - 19 aro.ro URDS COMElectric •"I 47 SINGLE PHASE PRIVATELY OWNED URD SYSTEM Pole and appurtenances normally provided by Company subject to review. Pothead, Riser conduit, Clips, end Bell, Cable support grip, provided by contractor. ° Company to install and bill contractor a labor charge of $ See Note #4 Primary terminator provided and installed by qualified contractor or by Company. A $ labor charge to contractor if done by Company. Galvanized Steel Conduit Company to provide 10' provided and installed transformer. by contractor. 1 I 36" x 90° Galy. 42" i i FE-1 w/Extension I O O Pad provided and o I I irstalled by I I Steel sweep provided Trenching and back- contractor per L.J and installed b.: filling by contractor fib, NE-12. contractor. per Dwg. NE-3 ` NOTES: 1. Pad location, must be accessible to trucks for maintenance purposes. Therefore,. location must be agreeable to Company. 2. Customer to provide easement for placement of Company owned transfor-a,er on private property prepared by Company. 3. The installation of primary cable as provided and installed by the contractor, shall meet all Company Specifications and be inspected and approved prior to backfilling trench. 4. Ground bushing or clamp required. 5. Refer to Dwg. NE-2 for pad grounding detail. o , -- E-1 p. 1 URDS f CONFiflectric "° 48 CABLE INSTALLATION GUIDE LINES Q 1. SCOPE - The purpose of this guide is to provide technical direction in determining the maximum allowable pulling tension for insulated cable rated 600 V through ,35kV. Also this guide .will aid field personnel in assuring proper installation of the underground cable. 2. GENERAL - The following shall be considered before pulling any cable into a conduit: Section . CONDUIT SIZE 3 PULLING TENSION AND LIMITATIONS 4 MINIMUM BENDING RADII OF CABLES 5 INSTALLATION TECHNIQUES 6 .3. CONDUIT SIZE 3.1 In general , 5" conduits are to be used for all duct banks between manholes or vaults, in urban areas; 4" is generally used in URD system applications. 3.2 In applications where the NEC limits do not apply it is -necessary to calculate the clearance between the cable(s) and conduit. It is recommended that the calculated clearance be not less than 0.5". The clearance should also be adequate to accommodate the pulling eye or cable grip(s) which will be employed for the cable pull . Refer to Table II-A for approximate circumscribed circle cable diameter. CABLE CONFIGURATION IN CONDUIT 0.5" 0.5 t Single Cable Three Cables Three Cables Triangular Cradled (Triplex) (Parallel) 3.3 Jam Ratio - When installing random lay or parallel cables into a conduit, a factor called the jam ratio comes into effect. The jam ratio is the diameter of the conduit divided by the diameter of a single cable (D/d) . The ratio D/d shall be either less than 2.8 or greater than 3.2. Were this ratio to fall between 2.8 and 3.2 one of the cables in a three or four cable pull may slip between two other cables causing the cable to jam in the conduit. This is more likely to occur when the cables are pulled around a bend rather than in a straight pull . 0 a E-1 p.2 s.o No URDS COMic* ..GE 49 4. PULLING TENSION AND LIMITATIONS 4.1 Discussion - Any time an insulated cable is bent, all of its components are distorted and stressed. While being pulled around sheaves, conduit elbows, etc, the cable also is subjected to sidewall forces. The objective is to limit these forces to preserve the physical and electrical characteristics of the cable; this assures the. expected service life of the cable shall be attained. Although it is desirable to eliminate unnecessary splices, sometimes it is better to splice than attempt a tortuous pull around sharp bends. 0 Two tension calculations should be performed in planning a cable installation. Maximum Allowable Tension - for the particular cable that is to be installed. This va ue is dependent upon the pulling eye or grip attached to the cable, the allowable sidewall bearing pressure, and the basic makeup of the cable. The maximum allowable tension is the least of the values found in Sections 4.2 - 4.4. An example is offered in Section 4.5. Estimated Pulling Tension - Knowing the weight of the cable and details of the conduit run, the estimated tension that can occur during installation is calculated and compared with the maximum allowable tension. Section 4.6 indicated methods for calculating the estimated tension, and an example .is offered in Section 4.7. 4.2 Calculations Of Maximum Allowable Tension Tm = Maximum Allowable ,Tension In Pounds n = Number Of Conductors In Cable (Neutral Excluded) a Cm = Circular Mil Area Of Each Conductor (Table II) d = Outside Diameter Of Cable In Inches (Diameter Of Circumscribed Circle Around Cables If More Than One Cable Pulled Together) See Table II-A R = Radius Of- Bend In Feet t = Thickness Of Lead Jacket In Inches TABLE I Pulling Method Maximum Allowable Tension Pulling .Eye(s) Tm = .008 x n x Cm* (Cu) Tm = .006 x n x Cm* (Al) * Use only 65% Pulling Grip Over Lead Tm = 4712t (d-t) (Cu) of Tm as the Sheath maximum allowable Pulling Grip Over 1000 lbs. tension Non-Lead Sheath for 3 single conductor Sidewall Single or Multi Tm = 450 x d x R parallel Pressure Conductor (3/C) cables. Around Conduit Triplex Tm = 105 x d x -R Bend Three In Tm = 315 x d x R Parallel a , I E-1 p.3 :.° URDS COP/electric ..GE 50 The actual allowable tension will ' be governed by the lowest of the above calculated tensions. 4.3 Maximum Tension On Pullinq Grips - Under all circumstances the maximum allowable tension shall not exceed' 1000 lbs. for any non lead jacketed cables. 4.4 Maximum Tension On Pullin Eyes -,Under all circumstances the maximum allowable tension s a not exceed the following: ° 16,000 psi Copper (Annealed) Using Solder Type Copper Pulling Eye 14,000 psi Copper (Annealed) Using Aluminum Compression Eye 14,000 psi Aluminum Stranded Epoxy Filled Eye 10,000 psi Aluminum Stranded Aluminum Compression Eye TABLE II Conductor Dimensions Conductor Size (Circular Mil Area) Cm #6 AWG 26,240 #4 AWG 41,740 #2 AWG 66,360 #1 AWG 83,690 . 1/0 AWG 105,600 4/0 AWG 211,600 350 kcmil 350,000 500 kcmil 500,000 750 kcmil 750,000 1000 kcmil 1,000,000 4.5 Example: Determine the maximum allowable pulling tension on 1/0 Al 15kV 3 conductor parallel lay, pulling around a 3' radius bend by pulling eye applied to each cable. Refer to Table II-A for necessary data Approximate circumscribed circle cable diameter = 1.1" (nominal) x 2.14 = 3.45" Maximum Allowable Tension Tm = .006xCmxn Given: Cm = 105,600 n = 3 ` Tm = .006 x 105,600 x 3 = 1900 lbs x .65 (for parallel lay) = 1235 lbs a E— 1 p.4 w : URDS a STO NO ` ectric s.GE 51 TABLE II—A CABLE PHYSICAL CHARACTERISTICS c 25kV (ALL 25kV URD CABLE @ 260 MILS EPR) 12-7 str Al 05-02-885 (single conductor) W 05-02-900 (3 single conductor parallel lay) - a - = Hendrix ` nominal OD 1.214" weight 698 lbs/1000' _ .698 lbs/ft Okonite nomina OD 1.19" weight 708 lbs/1000' _ .708 lbs/ft Kerite nominal OD 1.156" weight 680 lbs/1000' _ .680 lbs/ft 2/0 - 19 str Al 05-22-650 Hendrix nominal OD 1.338" weight 966.8 lbs/1000' _ .9668 lbs/ft a Okonite nominal OD 1.34" weight 1014 lbs/1000' = 1.014 lbs/ft a Kerite nominal OD 1.321" weight 1005 lbs/1000' = 1.005 lbs/ft 500 kCM-37 str Al 35-50-587 (single conductor) 05-50-588 (3 single conductor parallel lay) Hendrix nominal OD 1.813" weight 1770.7 lbs/1000' = 1.7707 lbs/ft Okonite nominal OD 1.76" weight 1778 lbs/1000' = 1.778 lbs/ft Kerite nominal OD 1.771" 0 weight 1791 lbs/1000' = 1.791 lbs/ft a E-1 p.5 URDS D NA STO NO Electric 52 •AGE 15kV (ALL 15kV CABLE @ 175 MILS EPR) a 1/0-19 str Al 05-21-660 (single conductor) 05-21-662 (3 single conductor parallel lay) Hendrix nomina OD 1.111" weight 693 lbs/1000' _ .693 lbs/ft ` Okonite nominal OD 1.09" weight 699 lbs/1000' _ .699 lbs/ft Kerite nominal OD 1.095" weight 717 lbs/1000' _ .717 lbs/ft 350 kCM-37 str Al 05-35-662 (3 single conductor parallel lay) Hendrix Nominal OD 1.524" weight 1611.7 lbs/1000' = 1.611 lbs/ft Okonite nominal 00 1.44" weight 1890 lbs/1000' = 1.890 lbs/ft Kerite nominal OD -1.492" weight 1701 lbs/1000' = 1.701 lbs/ft 4/0-19 str Cu* (power cable, 220 mils EPR) 05-24-445 (3 single conductor parallel lay) Kerite nominal OD 1.292" weight 1352 lbs/1000' = 1.352" lbs/ft 500 kCM-37 str Cu* (power cable, 220 mils EPR) 35-50-565 Kerite nominal OD 1.601" weight 2492 lbs/1000' = 2.492 lbs/ft CIRCUMSCRIBED CIRCLE DIAMETER To determine the circumscribed circle diameter for multiple cables in a duct: For 2 cables - multiply the cable diameter x 2 For 3 cables - multiply the cable diameter x 2.14 a - E-1 p.6 ■ :Yo,� URDS CONA Ele 53 . . s�GE 5 3 Sidewall Pressure Tm = 315 x d x R Given: d = 3.45" R = 3' Tm = 315 x 3.45 x 3 = 3260 lbs The condition is limited by a maximum tension of 1235 lbs. This is the maximum tension that this cable can take without being damaged for this particular run. 4.6 Estimated Pulling Tension Calculation - Pulling tensions anticipated F I or an installation are governed by cable size, weight, length of run, number and angle of bends and coefficient of friction. The final tension is the sum of the tensions for each straight run and each bend along the route 4.6.1 Straight horizontal run: T = W x L x CF Where T = Estimated Tension In. Lbs W = Cable Weight In Lbs/Ft (Table II-A) L = Length Of Run In Ft CF = Coefficient Of Friction (Table III or IV) The coefficient of friction will vary between 0.3 for well lubricated cables pulled into new smooth wall conduits to 0.5 for lubricated cables pulled into rough and dirty conduits. a 0 4.6.2 Pulls Around Bends: Multiplying factors, shown in Tables III & IV, must be used to estimate the increase in tension due to pulling around bends. The tension at the point just ahead of the bend is multiplied by the appropriate factor from the table below, the product being the tension that exists immediately past the bend. This factor must be applied in the calculation of the estimated pulling tension at each point where the cable encounters a bend as it is pulled through the conduit run. TABLE III Multiplying Factor - Single (1/C) Or MultiConductor (3/C) Coefficient Angle Of Bend In Degrees Of Friction 30 45 60 90 0.30 1.17 1.27 1.37 1.60 0.40 1.23 1.37 1.52 1.87 0.50 1.30 1.48 1.69 2.19 a s E-1 p.7 - __e lectric =.o~o URDS 54 I.a •.GE' O TABLE IV MuTtiplying Factor - Triplex Or Three Cables In Parallel Coefficient Angle Of Bend In Degrees Of Friction 30' 45 60 90 0.30 1.24 1.38 1.53 .1.89 0.40 1.33 1.53 1.76 2.33 0.50 1.43 1.71 2.03 2.88 4.7 Example: Determine the tension required to pull the same cable in the previous example for the following run. Assume pay off reel at a. d 50' 350' R=3' a b Formulas - 1. Tad = Tab x MF + Tcd W 2. Tab = W x Lab x CF a 3. Tcd = WxLcdxCF Formula 2 - Given:- W = 2.1 lbs/ft (nominal) Lab = 350' CF = .3 Newly Installed Conduit Tab = 2.1 x 350 x .3 220.5 lbs. Formula 3 - Given: W = 2.1 lbs.' Lcd = 50' CF = .3 Newly Installed Conduit Tcd = 2.1 x 50 x .3 = 31.5•lbs. Formula 1 - Given: Tab = 220.5 lbs. MF = 1.89 Multiplying Factor From Table IV For Bend be Tcd = 31.5 lbs. Tad = 220.5 x 1.89 + 31.5 = 448.2 lbs. Resulting pull by basket is well below the 1647 lbs. maximum allowable 0 tension. Consider the situation with pay off reel at d. > Tad = Tcd x MF + Tab T = 31.5 x 1.89 + 220.5 = 280 lbs. E-1 p.8 URDS P-lElectric N°.NO PAGE 55 y Results: It is observed that the pulling force is even less with the pay off at d. Tension is less when the pay off reel is at the a end nearest the bend ocation. The above calculations are based on the applications of an approved pulling compound on the entire surface of the cable. 5. MINIMUM BENDING RADII OF CABLES - Minimum recommended bending radii , Wduring normal handling of the cable and permanent installations (termination in manhole) , for standard cables are given below. These limits do not apply to conduit bends, sheaves or other curved surfaces around which the cable may be pulled under tension while being. installed. Larger radius bends are required for such conditions. - When it is necessary to have a bend in a . conduit run, use long smooth curves made up of 50 couplings and short pieces of conduit. 1. 600 V XLP Or Rubber Insulated 6 x Diameter Of Cable 2. 15kV, 25, 30kV EPR 12 x Diameter Of Cable 3. Paper And Lead 9kV 12 x Diameter Of Cable 4. Paper And Lead 15kV 12 x Diameter Of Cable 5. Paper And Lead 30kV 12 x Diameter Of Cable 6. INSTALLATION TECHNIQUES 6.1 Cleaning Before pulling cable through an old conduit, first pull a mandrel a diameter 1/4" smaller than the conduit. This helps to spot broken or crushed conduit, offset joints and other obstructions. If there are no obstructions, then pull a brush through the conduit to clean it. Another method of cleaning is to use compressed air to blow a "parachute" through the duct. 0 6.2 Lubrication - Use pulling compound liberally and continuously during the pull . For difficult runs, conduit prelubrication is recommended. 6.3 Pulling EjLts - Use pulling eyes for high tension pulls. Cable may be ordered with pulling eyes. See Section 4.2 - 4.4 for the comparison of limitation of pulling eyes and grips. 6.4 Pulling G�ries - The 4" of cable immediately under the back of the grip should be cleaned and wrapped with two half-layers of cloth friction tape. The back end of the grip should be secured with a punch lock type band to aid in initially seating the grip and to prevent it from loosening should the pulling tension be released during the pull . After a pull , the cable directly under the grip and approximately 3' of cable behind the grip shall be discarded. The maximum allowable tension will be reduced when three cables are pulled in one grip because the grip does not grip the cables as effectively as it will when a single cable is pulled. 6.5 Conduit Wear* - Conduit wear will . only occur at the bends. The maximum conduit wear will occur in the bend where the tension is the greatest since this causes the greatest side wall pressure. The pulling rope will wear through PVC conduit bends at a much faster rate than the cable would. a E-1 p.9 sro.Mo URDS z CON'Iflectric ..GE 56 W Wear should be expected in all but steel and concrete bend conduit c because of abrasion friction heating caused by the pull line. Considerations should be given to the relative diameter of the pull line and cable with regard to the possibility of the cable "wedging" (jamming) in the groove created by the smaller diameter pulling line. Sharp edges of the groove could cut the cable, causing high tension and jerking in all types of pulling. ° 6.6 Pullin_ The Cable - Pulling should be started slowly, up to a medium speed and continuously. Do not stop once the pull is started unless absolutely necessary. When the job involves large duct run pulls and bends, it it critical that the correct pulling direction has been determined in conformance with the calculation for pulling tension and sidewall pressure. Steel pulling line is suitable but not recommended for pulling through nonmetallic conduit bends. Nylon pulling line elongates under tension, and is not recommended. Manilla line is recommended for nonmetallic conduit unless steel bends are used. Lubricant should be applied liberally and continuously during the pull . Pulling through manholes should generally be avoided unless the run is short and straight. Care must be taken to ensure that the apparent overall radius of the sheave arrangement does not violate any of the criteria for minimum bending radii and maximum sidewall pressure on the cable. In order to protect the cable once it is pulled, it is important to shape it into final position, terminate, and splice as soon as possible. The cable must be shaped into the. conduit in a manner that will prevent chafing on the mouth of the conduit. After cable is installed a duct guard must be installed in conduit entrance. Use a swivel to prevent kinking the cable. All cables rotate when being pulled. Efforts should be made to ensure that the pulling rope is evenly wound around the take up reel in order to prevent rope slips (jumps) which can aggravate surging problems. Long, high tension pulls with bare concentric neutral cables is not permitted since distortion and wear of the neutral wires can be quite extensive. This wear and distortion is cumulative and becomes more severe as the pulling length and number of bends is increased. Avoid pulling cable(s) into a conduit that already contains conductors. a I - E-2 p. 1 URDS COWiflectric ..o�. ..oE 57 MATERIAL LISTS URDS a 15 kV System Item Stk Code Std # Primary Cable, 1/0 19 str Al 1c 05721-660 UM C 015 Parallel lay 3c 05-21-662 0 • Loadbreak Elbow for 1/0 Al Primary 07-13-762 UM C 135 Splice for 1/0 Al Primary 07-74-451 UM S 090 Feed Through bushing 07-27-120 UM B 075 Stand-Off bushing 07-05-985 UM B 075 Deadend Insulating Cap 07-06-365 UM C 060 Multi-Tap 3 pos - 07-50-845 UM M 030 4 pos 07-50-854 Secondary Cable, 4/0 19 str Al 1c 05-24-131 UM C 015 Parallel lay 3c 05-24-1.30 Secondary Mole 4 pos 07-50-600 UM M 015 6 pos 07-50-610 Mole Terminal Connector for 4/0 Al 07-75-830 UM C 135 Splice conn for 4/0 Al sec 07-74-500 UM C 135 (requires insulation - cold shrink) Fault Indicators As Req'd UM I 015 Spacers UM S 075 Or Equivalent Cable Identification Tags As Req'd Pulling Compound (lubricant) By Contractor* Solvent for cable cleaning By Contractor* Kearney Airseal (for sealing 07-71-525 primary cable jacket) * Approval by C/E required a a E-2 p.2 COr Electric =�� 58 ,�E 58 MATERIAL LIST URDS (cont) 0 Q c 25 kV System Item Stk Code Std # Primary Cable, #2 7 str Al 1c 05-02-885 UM C 015 Parallel lay 3c 05-02-900 Primary Cable, 2/0 19 str Al 1c 05-22-650 UM C 015 < Loadbreak Elbow for #2 Al Primary 07-50-501 UM C 135 for 2/0 Al Primary 07-50-502 Splice for #2 Al Primary 07-74-457 UM S 090 Splice for 2/0 Al Primary 07-74-503 Feed Through bushing 07-27-110 UM B 075 Stand-Off bushing 07-05-975 UM B 075 Deadend Insulating Cap 07-06-3.70 UM C 060 Multi-Tap 2 pos 07-50-847 UM M 030 3 pos 07-50-850 4 pos 07-50-855 Secondary Cable, 4/0 19 str Al 1c 05-24-131 UM C 015 Parallel lay 3c 05-24-130 a Secondary Mole 4 pos 07-50-600 UM M 015 6 pos 07-50-610 Mole Terminal Connector for 4/0 Al 07-75-830 UM C 135 Splice conn for 4/0 Al sec 07-74-500 UM C 135 (requires insulation - cold shrink) Fault Indicators As Req'd UM I 015 Spacers UM S 075 Or Equivalent Cable Identification Tags As Req'd Pulling Compound (lubricant) By Contractor* Solvent for cable cleaning By Contractor* Kearney Airseal (for sealing 07-71-525 primary cable jacket) * Approval by C/E required o a r E -Z p. I electric NG URDS - tic O a-__� 59 GE 0 i ET E 2D0 A LOADEREAK ELBOW CONNE R Ins-tailatim Instructions �•,Ew� oleo dailep�...(wdlell CI we.tmrew. .l. w ,k.rAr.r bt2tlew wr ' snee cee \ vale ul.d... tanwiinw.."w. n shield cm w.r..��•leewll she. Elbow Kit al�i.w • instruarons e Elbow • Male contact pleas • Coowbo connector 15 kv dace IU kV oao•groun•.14.4 kV ot•e:no Cuff or grey Cut I) • Instabasldn wrencn 25 kV dose IIIL2 kil ofoyreund.2U kV ofoe;blue Cutn •'Silicone Iucincarit WARNING:ALL ASSOCIATED APPARATUS MUST BE OE•ENERGIZEO DURING INS@WTION OR MAINTENANCE CAUTION:The ZOO A Lowereae Elbo•Conductor is omgned to be offended NC TE.For oma ct acoucalons wnlch require ratings or in aCmisaea with normal sole ooeralmg p10Ceduel These Itimrecilonl are net characteristics not Shown In current ouclicattOns.contact RTE forisleased to&aem=#to reaude"mung&story ans eoem,9 Pmcedunl soecdlc recommendations.These Installation Instructions are for The ebbele COnowar inoeld be installed and selw sd ogle W oeresuam concentric neutral cable.For Other=to&see Ina Suoolementary W"Uar such go"Salem prsarcea sad ins na"i"of nljbwataye Imstructrons on oats. eutsrrcal releemela c FiGi1RE 1 da.wwnd Iwi stile �- -- - a-- . J_,J1Ill Kit Application ryo—uno Cael.ConewCiwn Measure the aaernator wor me ngn•vcitage l....i data inswalon.Thin is the conductor Insulation dntv _\ 0 i Newwnen as zi and does not Ind enl uce the Outer slConouct. Ontw wen • irfsutatton le StilnaM crow shield.I concentric neutral.the i show conenlinlon• Dwmhtg noel sirens or Ixeet.The Insulation iris or Olew wen »-.-- 3 3 dummor mum tie within me rafge Indicated on 3 i ten elbow. "Use Are bee or wile Oren Sloe Ad==See Sudawl+.wv nmi.m•rr s.rrla.rm.. - FIGURE 2 c Prepare Cable Crimping Information cONNeROn I OtAMETER l.'OIAME:R I coNouc7OR size 'NO.Ti.RU 2ro STPANOEO 10 Ain SmANOED TOOL YJA "ss OR vas Mob �3. I Y75 OR 119 I MO6 i C w ~ A243 I U247 UBG I w2O I w8G U2a7 U2.7 I U"? I 'N2a7 Li O suomc y Ole121 (a 121 (21 (AI 12i (21121 121 A23AAr U25MT U6a7 BG1611 weal A27AR u27ART 1.el.Ia nele 1. i (2f (21 NOSE I r21 121 gieel.wjTMERj0) 700E U1:7 UT. -1 UT.s UTIS IT ANO a) DIE v,• u TV tar S•w 121 TV(a1 46,21 (Trl nee► 700E O Kl I.•2 O N.l i.•2 s IR aaA� N•1.5 Old NOSEV 171 �,.•12) in(a 7O7(3) 70(a 77171 7u i2i ALCOA t00L 12 A t2 A 1 Ole 524 EA 421 83s EA 121 nwwwwe ANOEMON TOOL vC-3.vC4 NC-s.`IC 6 Efil-RtEPERENcE I aA IOA f I swPww,w ww m ohs or 2 w c•leelOr - "Ile•awle-eeeD _ _ _ "-- N e see. (am M" Clxtsud Gbmb"Information chart for L9rrect blot and number of almpL Wire oUsh Cable �� - Clir'ntOle conducaw and Ulan InIM into Connector. Ensure amneemr is,roomy seated am creel to Iltlahng Oef m cnmptng.Cnmo crew"I" acceawelr to owtom of conneao starting from 1ww In,e roe In.ewlwe naeleler le"wed, m the COnnewor aluminum a cooper pint. w . hawing each atmo 90:Smooth any sharp edgas or dare an the cnffo"ednn 01M. �v Surface.dean•ICete imtlbitor from high Pbsitldn cable m Oka"cdmd1�14W and. voltage pale wreuattbn and connector us"a parade'to aphanow from blobs.If mere is I"coo don. arty been in too ifi Inches Of cable.Iran cable until it is straight.Cub cable square of Strip back 3WMCWMuane4nwiator shieM amenity•df bluhng.Unwind 9 mcnes of fill.mends from too of connector Be careful concentric neutral and tie off one strand. not to nick or cut hlgh.woltege inwlatien. Ran""t inch al ngnwosage InsuWion. Woo CW0uPy all conducting and foreign w - (Nola:It 271`e inch(M mml long barrel Mader from Insulation toward seml•mndudnve i Cooperroo Is used.&trio 11•f•.Inch(49 mMl Of Insulation shield of cable using a suitable NOTE:Pay special attention to 5mcOack q insulation.)Care mum be(Allen not to un.reld cable cleaner aoolied to a lint•uea cool.Netter dimensions and the number of combs Der the ngn•vddage corauaor boom*meaning into pour or sprey cable Waner directly on Cenridoor lot proper assembly and tit.Cable wee connector.A if,Inch charmer on edge Of cable.Cable insulation mum as clean mum be straight before measuring strlobxe emAsion wdl ad inauwntsly of cable to elbow btlore and during Installation of middle. aril Cetoll lengths, a E-3 p. 2 URDS 9 1201�- =_ Electric t.a�� 60 PAGE 4 FIGURE 3 FIGURE 4 FIGURE 5 c Installation of Elbow Install Contact Probe Connect Grounding r I.ub=*moossd cableleeaa"are of male r=j..n9 t lean one strand at insulation and inner pole oforooe into eye atl Woos through the I Moor lhdreugnly using smiconeraa CO win=Trglttelving eye an the elbow grease brooded Stbwly OuchOtOce usmq rnstaasuOncure.Tram ae of the ono fwdt elbow anro capN umn th wrench betasng act_c a neutralunit connector reaches too oflean elbow uhe"Wem Connell to systeminside of eaow.""rnnng waertam using .when tamtrnaun9 the oonnetaer atnoul0 De vwde dale.Wprneate ,leave sutdaem Blaumrougn ealmrmertaoa Clean are elbow go"" elbow can as dtf ereesa Whoone grew*tram areas rtaeargnh usnq alloeornebow to coo*loon using lint. grease oaeaed or RTE IreMy. five Coach. &wand suorwta NOTE Omer rogue two they as I empayad for probe inoculation 1�\ Funded they can tomue the . pair ro 80= to m.-ft - - - Special Cable Instructions for tace sndaad or arum wore sourced cable use RTE anionolded a"aaent t0262611T8(taw 1` comwo ow �} smMd(.s26=68(dram wrrso or sowvuem follow instructions omwaso Mtn aaaarom i ewerarwr_� If WWnadea adaoprs are not used or it jacolo 0 neuvtr cams is use&follow smooau sy,+A T +"• dmNnsans and instructions gown nerd r li►• ser..aarwraew t u►• pea own R32 mswr In en lA.e.rree II las•P.r I Follow CipN Prapantiom nutans arq moody ngtiumerN as fabwe: _ Mr.ha sleu+ �V/.la A C E M rs _L.Lj pes On ta "SO able A Omen lfdtalled in high A Qtmood sake connamom brew w.w layv a sam►conautsne manure emwdnmams new Do mace on the shield al mercer tam may be used to saeule snoua malts a moisture sutras amacem to Cable. sutler =Wo end OI aeon"tape shred. seal.Pack an ewaneal AttiCn OM w1A COOOe wire ce rrrsu v,, sp.r t ter n.wr Wroo three turns at.8 inn grade sealing tarnoound r the COnnaftion.Mach • ism plated cOoow wee around tightly around*was or taw wire to tleort tan on elbow Mail shield and spa lade[ shield and Ooen eel at body.CdrrnaCo shWd wire or outer pert. - remalrnng neutral wires to ® 0 sin all grounto. Wrap several layers of semi• . Cover assemblies Worth three II conducLW tace over encased rA lapped layers of PfV face. 'P i rI too*Shiva at txoosed < insulation shield and wroo e"C Tom m ir e fa 1 i„dn onto the 0,hope' Wbe/ aeal—we"e elbow.Gather drain erne ar Lea neutral wares togener are Ouu to an aced Is heeerLe awr_r w rrseL' A OperAng Instructions fJ1 MW Tin emrrw skew alnnya tit is me No o.mw aertiaM Loadbmak sum W.pm eons fMe betlM atia"Wall[e Moms has of we"Milan 1. Area malt be dew a obstructions or conaneun4 thw wood Yk'a.WNW noieOlW9 peeate csek'r d la slew amfmra cmM.ad trYAare won Ins opwion. heosrarey smr esealen."tors Is aq aemrlmn teserelM toe eoramrll @pill lM pmou.Oa•arpa roe elbsr asmm op osom L use shaptm stir a segue smxw miliamr or Port me teedmru 0 blecgc.Ground devien to sMom ground ow aporopnata Loadmake Mwoacron Immumwta Ad asmoawo aooraus mop ado oa 1. Area name be Clow al Gostrumons or consrnmano tot would floc .~ .. kwAtWe whin aperabat of the ebow connoom i Some elbow eye htny one andgw sack surd Iprh 2.Gnm grow mono/wan etsdtptn sock.Penman to at Probe file ♦.Time W apn sobk to rignt and Nil tmA"W Meow ra— scgmly end of wears"butlNq. an bus"—about w inch(T hrnl.TTis anion wd tmsek arty 3 Slowly knanrt crow are dallier Mmm between outer mrfaoa of burning are inew sratme orralnMrg until a 04M fAM a told. 0 Maps ♦ MakM-"a ern gfosp on vi snoWn sock."duel the sear th S Will fWrsw avow ham bushing well ou"friction.Mmnelm amotrrr Or of me twit one the mwnwq. Of to"of elbow to leer Ion N 2 infdfea(51 Imnl. S Pvan span on dta rear uarnq lhnl m sdelt wW then pug a Use sotqun m1 to Wade eeow an, sor4on irwisr puny to hire ire hit it to sepals or Poore toodem IL P4ee r irwYeed Prbecwe coo with wow woe assigned 0 7. Pace en irwlasd p ammwe coo welt ground was munch"to totgun mkt an exposed enwgmea ousmng fooling a elyelwn gfpeW an any srnsrpa"buwnm0 uarnq snotgw sodt. GYtIpfE t am is no YaMW m loom helot L Albs 0"Is on a t■L tie tared ra wsw am be nNmoa `< o • emowimmi wwww air./�c Arm e.mo wo Sam a.r.um SellWow r at®.ere ... - On"straw? COMPONENTS a E-4 p. I STO NO URDS LAW"a Mectric PAGE. ,t�e•� 11!����� �,l IMPORTANT. ° �...��17"' Read instNatfons thoroughly and comalNety p V J /N prior to beginning operation. a insiailation lnstrudons 2=PCJ1GIXXX 25PCJ1HIXXX 25PCJ1JiXXX 2_5PCJ1KIXXX CONTENTS:1—Splice housing.i—Corrouctw contact.r—fnsutunon ntstnrcnan,J—.uoes fuoriea rt(Do Nat SuBsn ru'r 1 The atraignt splice is a 25kV Gass.permanent,fully sniedea.fully submersible splice for aluminum conductor Concentric neutral cables. c with a continuous doerapng current rating equal to that of tee cable an wnicn rt is Iristailea. DANGER. i All apparatus must 01 deynerglaiM during inatabatlen of remov at of mart.These instructions are not imanged as a sltas/ItUM for adequate pargsl to avoid fatal shoca.. training ataxpenence in such good safety practices. IlleOeet pans for darn"&ratings and compatibility with mating parts. These instructions do Trot attempt to pro ride for wary, possible The product should be installed only by competent personnel familiar contingency. wifh good safety Practices in handling hign�aitage electrical equip• Install according to the fonatwng instructions FOR MORE INFORMATION ON PARTS INSTALLATION RATINGS AND COMVATIBIUTY.CALL THE NEAREST ELA..'TIMOLD OFFICE AACftar fiftOtararu0 vast! a0YNR1-.0a NEUTRAL won l / CASLA INSULATION CONTACT INSULATION SHIELD A STEP A—Prepare Cable 1 8 Store Housing 1.Remove Iackst(where a ici icabie to dimension Sri ow n. O 2.Fold back neutral wires at cable 1 t0 22'(550mm).Allow r Qa.,•iu..un ^ O enough extra length Of wires to later retain Over splice 2 3.Bove edge of Cable to 1tr(13mmj.Glean,then luancat* g Insulation smsid. a.Slide ih�housing On the cable cab to tile neutral woes. erva ,iarr*••,,,,ie,_ O — Tests nave shown this pfOCedilre will not Cdhtarhtrial* 7 electrical InterlaCei �...• STEP.6—Prepare Cables for Connector Installation ° 1.Remove lackat of Caole 2(wnefe aoolicabtel to dimension shown. 2 Fold back neutral wires of caois 2 to 7'(180mml.Again allow anougn extra Iengtn of wires:a later rejoin over sollca. '^ W 3 Use the stripping guide on Inn side and carefully remove a ten cable insulation and then the shield from barn Cables DO NOT cut or nick the cacti*ivisutaton or conauctor. 3 This could result in failure at the cable. m' STEP C—Connector Installation nn I.Wireorush exposed conductors of both Cables and m immediately insert into Ine connector. yyie�uioi%r�rt I .mow. —� daae•iun*uire 2 Crimp the connector following In*recommendations in the —� crlm0 chart on back. _ __ a 1 Wide ON all axone inhibitor,then Check the distance batimisn cable Inawations.If it exceeds sw(135mmi ~ at— read assembly. wed t uisur l C1*en Cable where indlutso.Then lubricate in the �• direction of arfOwe to orovide a build�b Or ramp of lubricant at the edge of in*insulation!hulas. STEP D—Complete Splice Assembly 1.Slid*housing into final position.proper pasdlomng is Insured by obsevrng and eduausing the deformaUoh of the splice ands caused by the underlying cable insulation are is all arre•ri.rre•\.we in shield. 'sawn / .•bier S 2 Roma"neutral wile and secure to ends of splice as _ L shown. r= a 3.Insen one of the noutref wires ftOfn cattle 1 through the 1 z splice grounding via Renesf for cable 2. Ioarerawrhe*• •aenelw•ty !._ Connect splice grounding wile arto remaining noulrai . wires.us"an aparconate ccfr Hit:tor.as shown. . S Recdnstrticf splice locket(where applicable)Over both cables and also over splice housing. WARRANTY( Tie$oraet aM will oarlerm withal ten recommended ooentlonal ratIM guarahtesG In adlustflNnt of arty cfaimy Inspection of the oars and so• wheat initialled am cowered in accordance wile so011Cab1/mstnictlens. plication will be nouired.ARWWA e%ere*ely,disclaim*and eNCluces Amereae Caroorabon's liability is limited to teciscameat at comoorwm of other wanenttes*%dress or Imoilea,including without limitation In* w parts 4MOned aria manufactured try Arnaraa which Are proved to*a wwrention of merCnenisaillfy and or fitness lot a particular purpose. t dsfaative in woremenWIM or material.AN statements,technical Inform& am also disclaim*and*%etude$all comwou"itm and Incidental dam- a "0"orb reeonw WM4tlon*supplied with Inn Orcdlitt are based on tome ages,This warranty Is erfeattve for two(A ywe train date of smoment. bartered to be rerlstke.but the accuracy of ewMiNehese thereof is not (WEE21 AMEnACE copFORAMN MAE37P� NEWBUDG.4 DOAO.NACKEnTIOWN ' ': .a CORPORAIICN NEw ifirisEy 07840 USA a fw—w UAA .m.ere (20f 18b2•tt 22 E-4 p.2 ne-=electric SrONG URDS �� Lo a 9 PAGE 62 h O I i Camp Chart ELA iM LD J � � for 25PCJIGIXXX 25PCJIHIM 25PCJIJlXXX 0 25PCJlKIXXX Camhreror BIs MANGY KEARNEY BLACKBURN i AM MO KCM CeL NMI" YDB Y75 Y48• 0 N1,N7 PN75 J8,3A SOL coral,• Na CrYnp 8MN Comm Be 4II OM Na OM Ns Eft No. th ON Ns OM fla I Ole!ts OM Na 7 216U8G 111. 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Amma c �ICORPOMPON AMERA> NEW8UrnH POAOCOMRMAACCKET15101NN a NEW JERSEY 07840 USA (201)852.1122 a 0 a E-5 ro hRDS a COMElectric .AGE 63 NEUTRAL GROUNDING AT TERMINATIONS 0 Run at least one strand of neutral wire through the grounding eye on the elbow and secure.Train all of the remaining strands of neutral wire and connect to system ground.When terminating the ground,leave sufficient slack so the elbow can be APPROX.12" operated freely. r Secure concentric with Ty-Wrap Seal jacket using Kearney AirseaI or approved equivalent. Double Bug"a length of $t2 Str. Copper onto concentric neutral to extend to groundwire -,"Double Bug" onto aroundwire. 3 NOTES: 1. Neutral wires must be trained and connected to ground wire at . all locations where elbows are installed. Use appropriate split bolt connector; "double bug." r O l- E-6 $TO Mo URDS CoM Electric .�. 64 r 7 THREE-WAY JUNCTION (SINGLE PHASE) TAP S 18 MIN. . j 0 PROPERTY LINE NOTES: e 1. He all grounds solidly together, leaving enough slack to operate load- break elbow connectors. Ground multi-tap brackets and vault cover to ground lead. 2. Tap will be taken from the center bushing of the multi-tap. 3. Every bushing must have either an elbow connector or an insulated cover. The plastic cover provided with the multi-tap is only a dust cap, not an insulated cover. 4. All cables must be clearly marked as to where they go (vault or riser number) . 5. For ;unction box details see Underground Material Standard Dwg. NE-15. 6. Mount multi-tap 12" - 14" below top. 7. NOTE: Refer to Dwg. NE-2 for grounding detail. 0 f E -7 URDS CORAflectric :.o�. ..�E 65 W ' SINGLE PHASE DEAD—FRONT PAD MOUNTED TRANSFORMERS e T E L. 2"to 4"typ. rnC W 7 C NOTES: 1. interconnect all grounds; concentric neutrPl, transformer tank, an ground lead. Refer to Dwg NE-2 for grounding detail. 2. Primary bushings must have either an elbow connector or an insulated cover. The plastic cover provided is only a dust cap, not an insulated cover. 3. The primary concentric neutrals must be connected together. A tar frog this connection will be made to both of the transformer tank groundin'- studs. 4. All cables must be clearly marked as to where they go (vault or riser number) . 5. For single phase transformer, pad details, see Underground Material Standard URDS Dwg. ICE-12. 6. Primary cable and customer service cable which are located in the s,_-:e manhole or vault, must have a physical separation distai)c[ betwee^ the high voltage and low voltage cables. Refer to Natloni:.I clecLric Code 300-36 and 300-32 Exception No.2. a r r G-1 p. I J URDS CONS Electric `�°�° .wE 66 ° S LEGEND FOR UNDERGROUND DISTRIBUTION CONSTRUCTION MAPS — — — — — PRIMARY URD CABLE,10 -DIRECT BURIAL r ° — — — — PRIMARY URD CABLE,10 -IN CONDUIT PRIMARY URD CABLE,30 - DIRECT BURIAL PRIMARY URD CABLE,30- IN CONDUIT CONDUIT SECONDARY CABLE,3-1 CONDUCTOR-DIRECT BURIAL SECONDARY CABLE,3-1 CONDUCTOR-IN CONDUIT o • • • • • • PROPOSED SERVICE CABLE,3-1 CONDUCTOR • ♦T • ♦ INSTALLED SERVICE CABLE,3- 1 CONDUCTOR © PADMOUNT TRANSFORMER LOCATION . PADMOUNT TRANSFORMER LOCATION WITH UNIT IN PLACE SECONDARY HANDHOLE OR PEDESTAL a PRIMARY PULL BOX, 10-4 CABLES MAXIMUM r t aS PRIMARY SWITCHGEAR LOCATION,1 0 OR 30 G-1 P•2 c,o w. LR® CORAflectric 67 s »GE MANHOLE OVERHEAD POLE LINE \ I, �Q\ STREET AND/OR ORNAMENTAL LIGHTING SL STREET LIGHTING CIRCUIT T TELEPHONE CABLE W WATER D DRAINAGE 0 S SEWERAGE D G GAS > © CONCRETE BOUND ® CATCH BASIN — — WATER HYDRANT CAT V CABLE VISION 0 > This legend shall apply to all U.G. Construction Maps unless otherwise specified. a i ' r 1 G-2 p.l CO RAflectric PAG9 .URDS „�� 68 r GUIDELINES FOR OUTDOOR LOCATION OF PADMOUNTED TYPE TRANSFORMERS NEAR BUILDINGS I. Non-Combustible Walls Padmounted type transformers may be located as close as 3 feet to any non- combustible wall if the following clearances are maintained from doors, r windows and other building openings: 0 A. Padmounted type transformers shall not be located within a zone extending 20' outward and 10' to either side of a building door. Non-combustible wall Door ■3 I I I I I I i 20' I I I �•- 10'—s� ■ I- ---10�—s� B. Padmounted type transformers shall not be located within a zone extending 10' outward and 10' to either side of an air intake opening. If the air intake opening is above the transformer, there must be a 25' vertical distance from the opening to the transformer.. Non-combustible wall Air intake opening I 3 I I II I I 10' -f-10' —�-1 ■ I�--10 �1 r t Q 7 r t I- i G-2 p.2 URDS b9 Mectric < 0 r.ce GUIDELINES FOR OUTDOOR LOCATION OF PADMOUNTED TYPE TRANSFORMERS NEAR BUILDINGS (Cont.) Non-combustible wall Window or opening other than an air intake � I � I I 10 I i I ■ C. Padmounted type transformers shall not be located within a zone extending 1W outward and 3' to either side of a building window or opening other than an air intake. D. For second story windows, .the transformer shall not be located less than 5' from .any part of said window. Second story window n D i 5 II . Combustible Walls A. Padmounted type transformers in sizes up to 100kVA shall be locate according to the provisions set forth for non-combustible walls. B. Padmounted type. transformers in sizes above 100kVA shall be locate a minimum of 10' from the building wall in addition to the clearances from building doors, windows and other openings set forth for non-combustible walls. Also, a sump shall be installed for transformers in sizes exceeding 500kVA if the immediate terrain is pitched toward the building. D 7 r , G-3 p. l URDS z.° 70 CON-Ulectric ��GE LOCATION FOR LIGHTING FIXTURES a 0 s 3 Point of curvature of road 0 • a Street light Handhole or transformer pad Note: Luminaire to be installed midway between lot point of curvature stakes and entirely within the road takings. I 0 a G-3 p.2 STD.No URDS 71 COlViflectric .w. 0 LOCATIONS FOR LIGHTING FIXTURES STREET LIGHT POLE r i !! o Z . 5' 0" SECONDARY HANDHOLE LOT LINE ELECTRIC SIDELINE OF ROAD 0 1'-0" i i STREET LIGHT POLE S-O" TRANSFORMER PAD ELECTRIC LOT LI NE 0 i r c y G-4 'L 0 R72 STD NO URDS- Electric <. s STO 0 0 in FE t < STREET LIGHTING POLES (Cont.) UR0 Light Pole 8" A F T < T 0 8 24' 0 a (� 5' l!(1.111.19 NOTES: A. high pressure sodium luminaire mounted on aluminum upsweep bracket. B. Wood Pole, Class 6, 30 feet. 0 > a CAPE COD TIMES INCIDENT for THE BARNSTABLE BOARD OF HEALTH i TABLE OF CONTENTS Statement of Incident Pertinent Facts The Chemistry And Modeling Of Soil Contamination With Petroleum Mathematical Pollutant Fate Modeling Of Petroleum Products In Soil Systems Comparison Of Viscosity Of Various Goals Material Safety Data Sheet STATEMENT OF INCIDENT Installation of padmount transformer was complete on June 21, 1988. Workmen were installing secondary conductors to the bushing - the bushing had a protective support that had been removed and not reinstalled prior to putting the secondary conductors on the bushing. The result of the weight on the unsupported bushing caused a crack in the bushing thereby allowing oil to leak approximately 40 to 50 gallons of non-P.C.B. oil into the earth under the transformer. Clean Harbors w - site as engaged to clean up the spill and our on Inspector states that earth three feet under the transformer was removed and penetration of oil into the soil was no greater than 8 inches at the greatest depth. There were eleven 11 gallon barrels of material removed and sent for ( ) 55 proper disposal. The oil in the transformer was installed in March of 1981 and was tested as having 3 PPM P.C.B. content (no P.C.B.s present). The spill was considered accidental and preventable by our Company and we do not view the incident as "equipment failure" which would cause our Company to institute any special inspection procedures. GENERAL STATEMENT There are attached several portions of different studies that have been done. These statements are paraphrases of the entire Study and proper reference is accorded each statement. These statements speak to the migration of oil in certain soils and should help answer some of the lingering questions of how much does oil penetrate and migrate. i PERTINENT FACTS Commonwealth Electric Company Cape & Vineyard District Total Padmount Transformers 6,633 Transformer Oil Spills' January 1, 1986 through July 22, 1988 (Includes Martha's Vineyard) Overhead Padmount 1986 15 4 1987 10 4 1988 3 3 Breakdown Of Pad Related Spills 1986 Padmount 4 3 Gal-Secondary Leak 3 Gal-Secondary Leak <1 Gal-Welded Seam Leak 100 Gal-Internal Problem, Lightning (Flagship Hotel) 1987 Padmount 4 1 Gal-Gasket behind Top Switch 1 Gal-Bushing 1-2 Gal-Secondary Bushing 1 Gal-small Spill inside Pad 1988 Padmount 3 1/2 Gal-No Info 1/2 Gal-Secondary Bushing 40 Gal-Cracked Secondary (installation) THE CHEMISTRY AND MODELING OF SOIL CONTAMINATION WITH PETROLEUM In the vicinity of a bulk oil phase, the amount of hydrocarbon "adsorbed" or "absorbed", or to be less precise "sorbed" onto the soil matrix is not important because the solid is essentially smothered with oil. Remote from the bulk oil phase where the hydrocarbons 'are present only in low concentrations in dissolved form in air or water, the phenomenon of sorption becomes very important. The soil has a capacity to sorb hydrocarbons as they migrate through the soil in air or water. Essentially, if the amount sorbed is ten times the amount dissolved, approximately 90% of the hydrocarbon is immobilized and the average velocity of migration is reduced by a "retardation factor". of 10. As air and water flow out from a contaminated region, they create a soil zone that is contaminated by sorption. The sorbed concentration builds up until it reaches its saturation level; then any further hydrocarbon passes through to contaminate new downstream material. The migration velocity (and thus area of contamination) of hydrocarbons is, therefore, dependent on this sorption phenomenon: The evidence indicates that hydrocarbon sorption occurs primarily to organic matter in the soil, that is, humic detritus. If organic matter is present to the extent of 1% or more, it dominates sorption. Sorption to clays or other organic matter is unimportant, but it is wrong to conclude that. if there is no organic matter, there is no sorption. At low organic contents, the sorptive capacity of the clays may become important. Unfortunately, this capacity is difficult to assess. REFERENCE MACKAY, Donald (1988). THE CHEMISTRY AND MODELING OF SOIL CONTAMINATION WITH PETROLEUM. In Soils Contaminated by Petroleum: Environmental and Public Health Effects, pp. 5-17. Wiley, New York. Mathematical Pollutant Fate Modeling of Petroleum Products in Soil Systems Adsorption is the adhesion of pollutants, ions or molecules to the surface or soil solids, causing an increase in the pollutant concentrations on the soil surface over the concentration present in the soil moisture. Adsorption occurs as a result of a variety of processes with a variety of mechanisms, and some processes may cause an increase of pollutant concentration within the soil solids - not merely on the soil surface. Adsorption and desorption can drastically retard the migration of pollutants in soils; therefore, knowledge of this process is of importance when dealing with contaminant transport in soil and groundwater. REFERENCE Bonazountas, M. (1988). MATHEMATICAL POLLUTANT FATE MODELING OF PETROLEUM PRODUCTS IN SOIL SYSTEMS. In Soil Contaminated by Petroleum: Environmental and Public Health Effects, pp. 31-111. Wiley, New York. i F COMPARISON OF VISCOSITY OF VARIOUS OILS UNITS are Centistokes at 40 degrees C Water 0.7 Gasoline 0.8 Diesel Fuel 2.7 Transformer Oil 15.0 30W Oil 32.0 10W40 Oil 96.0 #6 Fuel Oil 220.0 Viscosity - In general terms is the resistance to flow, i.e. high viscosity then does not flow well. Kinematic Viscosity - Ratio of Viscosity to Density and is given In Stokes: Stoke = gm sec x cm x density Absolute Viscosity (poise) = Kinematic Viscosity (stoke) x Density In General - Higher Temp = Lower Viscosity I UNIVOLT 60 EON COMPANY, U.S.A. A DIVISION OF EXXON CORPORATION DATE ISSUED 7/15/86 MATERIAL SAFETY DATA SHEET EXXON COMPANY, U.S.A. P.O. BOX 2180 HOUSTON, TX 77252-2180 A. IDENTIFICATION AND EMERGENCY INFORMATION PRODUCT NAME PRODUCT CODE UNIVOLT 60 331830 - 01830 CHEMICAL NAME CAS NUMBER Petroleum Electrical Insulating Oil Complex Mixture CAS Number not applicable PRODUCT APPEARANCE AND ODOR Clear water-white liquid Faint petroleum hydrocarbon odor EMERGENCY TELEPHONE NUMBER (713) 656-3424 B. COMPONENTS AND HAZARD INFORMATION COMPONENTS CAS NO. OF APPROXIMATE COMPONENTS CONCENTRATION < Hydrotreated light naphthenic 64742-53-6 Greater than 99% distillate, petroleum 2.6-Di Tertiary-Butyl Para-cresol 128-37-0 Less than 0.os% See Section E for Health and Hazard Information HAZARDOUS MATERIALS IDENTIFICATION SYSTEM (HMIS) Health Flammability Reactivity BASIS 1 1 0 Recommended by Exxon EXPOSURE LIMIT FOR TOTAL PRODUCT BASIS 5 mg/m3 for oil mist in air OSHA Regulation 29 CFR 1910.1000 C. PRIMARY ROUTES OF ENTRY AND EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT If splashed into the eyes, flush with clear water for 15 minutes or until irritation subsides. If irritation persists, call a physician. SKIN CONTACT In case of skin contact, remove any contaminated clothing and wash skin thoroughly with soap and water. INHALATION Vapor pressure is very low. Vapor inhalation under ambient conditions is normally not a problem. If overcome by vapor from hot product, immediately remove from exposure and call a physician. If breathing is irregular or has stopped, start resuscitation: administer oxygen, if available. If overexposed to oil mist, remove from further exposure until excessive oil mist condition subsides. INGESTION If ingested, DO NOT induce vomiting; call a physician immediately. 945-0277(MWHOO I) UNIVOLT 60 by OSHA criteria. Product contacting the eyes may cause eye irritation. Product has a low order of acute oral and dermal toxicity, but minute amounts aspirated into the lungs during ingestion may cause mild to severe pulmonary injury and possibly death. This product is judged to have an acute oral LD50 (rat) greater than 5 g/kg of body weight, and an acute dermal LD50 (rabbit) greater than 3. iG g/kg of body weight. F. PHYSICAL DATA The following data are approximate or typical values and should not be used for precise design purposes. BOILING RANGE VAPOR PRESSURE IBP Approximately 238'C (460'F) by ASTM D 2887 Less than 0.01 mm Hg p 20'C SPECIFIC GRAVITY (15.6 C/15.6 C) VAPOR DENSITY (AIR = 1) 0.88 Greater than 5 MOLECULAR WEIGHT PERCENT VOLATILE BY VOLUME Approximately 255 Negligible from open container in 4 hours a 38'C (100*F) pH EVAPORATION RATE @ 1 ATM. AND 25 C (77 F) 1) Essentially neutral (n-BUTYL ACETATELess than 0.01 POUR, CONGEALING OR MELTING POINT SOLUBILITY IN WATER 0 1 ATM. AND 25 C (77 F) -45'C (-50* F) Negligible; less than 0. 1% Pour Point by ASTM D 97 , VISCOSITY 55 SSU 100' F G. REACTIVITY This product is stable and will not react violently with water. Hazardous polymerization will not occur. Avoid contact with strong oxidants such as liquid chlorine, concentrated oxygen, sodium hypochlorite or calcium hypochlorite. H SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Recover free product. Add sand, earth, or other suitable absorbent to spill area. Minimize skin contact. Keep product out of sewers and watercourses by diking or impounding. Advise authorities if product has entered or may enter sewers, watercourses, or extensive land areas. Assure conformity with applicable governmental regulations. I. PROTECTION AND PRECAUTIONS VENTILATION Use local exhaust to capture vapor, mists or fumes, if necessary. Provide ventilation sufficient to prevent exceeding recommended exposure limit or buildup of explosive concentrations of vapor in air. Use explosion-proof equipment. No smoking or open lights. RESPIRATORY PROTECTION Use supplied-air respiratory protection in confined or enclosed spaces, if needed. PROTECTIVE GLOVES Use chemical-resistant gloves, if needed, to avoid prolonged or repeated skin contact. 945.0277(MWH002) i Commonwealth of Massachusetts ®e artmentof E®sheriesl Vildl® e �� ,. •°� Environmental taw Enforcement John C. Phillips, Commissioner December 13, 1993 Thomas McKean, Director Barnstable Health Department 367 Main Street. Hyannis, MA 02601 Dear Mr. McKean: In connection with our interest in acquiring a significant area of land in Independence Park, the Department of Fisheries, Wildlife and Environmental Law Enforcement is investigating the potential,for migration onto that land by present or future groundwater contaminant plumes. The information contained in the Health Department's files containing filings or inspections under Article XXXIX or other regulations concerning the premises occupied by Software 2000 and the Cape Cod Times printing plant are important to this time-sensitive investigation. I would appreciate your assistance in locating those files so that we may review their contents. Please give me a call when the files become available. Thank you for your cooperation in this matter. Sincerely, John Post Land Agent I .O. Box 164 Cu,mmaquid, MA 02637 (508) 362-3726 cc: Warren Rutherford 100 Cambridge Street • Room 1901 • Boston, MA 02202 (617) 727-1614 FAx 727-7988 An Agency of the Executive Office of Environmental Affairs Susan F.Tierney,Secretary i