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HomeMy WebLinkAboutSWP271893o \0e.,2 q� 2� 5 — ,�D h 5B 2.7 4 7 W C I �2 09A,8 p2 a REN SP p2269 �0 QP � 6 i PCL. A 92� I Or FU Z `$50 00 ALgO o 10010 w N O } O 3� 170 3 281.25 T- N 88 24 -47 W N 88 24 -47W O Z cr c i PC L . A J a �9m Ito �'16 j, A/B4-Z4-47 u! ~ 2-81 25 Q W � 0 2 V' Q m o N ti PC c- B 00 15 i 0020 REN SP379 - 79 - N 53 2 4 - 47 L'�,l edl. 2-5 KEN . LLA d 1.3 - 85 7909249002 CIO � o \Ap �� O 'A02 OM o Q N \ 00�N 0¢ 0 V L� Note This map Ls based on the Iolat of Burlington Northern Ori,lltd Industrial Pavkof Renton Div I dt 1-4-79 i DESCRIPTION ADDRESS DATE DATE - CHUCK'S DATE TO DUE DATE TO BUILDING DATE RCVD. DATE TO RECEIVED REVIEW BERGSTROM BUILDING DEPT. PLAN NO. PEP -MIT BILLING -2-/- - ----7 -- ; ---- I /Rel, m f i 1 Fy I ! I I I I � I I I j ► PLAN REVIEWS Ll 4 No. (0 - SAll/ Project Name: Building Permit Number. Date to Utility Billing: Business or Use: Site Address: 2 J / Owner/Billing Address: 9c Box 976 3¢ Tax Lot Number(s) Sauare Footage Assessment _/Z538oy0Z/-00 -/ 9/( ,- w. f J LINK FENCE DETAIL SH 2 ) REMOVE 30LIN FT CONC CURB 8 REPLACE W/30 LIN FT STD CONC DRIVEWAY ENTRANCE PER CITY OF RENTON STD d CA J �Y (n 2. C TY OF �*tN IUN VERTICAL DATUM 3. S TTLr-NT PLATES SHALL BE 'it TH 187, PRELOAD PLAN, PRI( rJ REFERENCE DRAWINGS 0-214 SITEWORK SPECIFICATI D-.5 87 PRELOAD PLAN D-51.' 75 DRAINAGE PLAN D-5; 83 SPCC CURB D- 76 FOUNDATION PLAN 1 8 P, . INTED fGET PnWE RENTC Sw'� PU n ; REV NO DATE / DESCRIPT"W0;08 04787 5 5-16-88 REVISE GRADING'J1 - Ga,; . ,.... E'C V1CTORI E a u r OWM -- 45.1 I E MH •Q TBM .' , RIM EL .• • 15.38 SD co 1 I X ) , . `. Q ► W' R: I0;1 ss U I u r � It ' � i- may. f• G '� ` I , i ss f I I FIRE HYD 11 16 4" PVC SCHED FIT 12 80 rIT 6" PVC SCHED C13 # 1 RIM EL 18.50 8" (E) IE 16.50 CB #2 RIM EL 18.50 8" 0 (W) IE 16.04 12"0 (S) IE 15.71 CB 03 RIM EL 18.50 12" 0 (N) IE 15.50 12" 0 (S) IE 15.40 4" 0 (W) I 16.25 CB #4 RIM EL 18.50 12" 0 (N) IE 15.19 8" 0 (W) IE 15.54. 12 " (E) IE 15.09 13 #5 RIM EL 18.50 8" 0 (E) IE 16.00 CB #6 RIM EL 18.50 12" 0 (W) IE 14.73. 12" 0 (E) IE 14.63 CB #7 RIM EL 18.50 8" 0 (E) IE 16.00' c i 80 PIPE ,+0 PERF PIPE MANHOLE 01 54" W/ CONTROL ORIFICE TOP EL 19.00 12" 0 (E) IE 13.13 12" 0 (W) IE 14.49 36" 0 (N) IE 13.23• MANHOLE #2 TOP EL 19.00 .12"0 (E) IE 15.86 36ti ( S) IE 13.53 MANHOLE #3 (EXISTING) RIM 15.06 (EXISTING) 32" 0 (N) IE 6.05 (EXIST) 36" 0 (E) IE 7.50 (EXIST) 24" 9 (S) IE 6.69 (EXIST) 12" 0 (W) IE 12.48 CORE DRILL PIPE ENTRY GRATE INLET WITH OIL STOP VALVE RIM 19.25 4" O (E) IE 16.41 6"Rr (N) IE 17.84 6"O (S) IE 17.84 6"O(W) IE 17.84 REFERENCE DRAWINGS O- 2914 SITE WORK SPECIFICATION D-5174 GRADING & FENCING PLAN D- 5176 FOUNDATION PLAN CITY CF RENTOtJ RECEIVED JUN 1 111988 BUILDING/ZONING DEPT. >TRICTOR CATCH BASIN aST IN TOP SLAB) .ING LIDCOLYMPIA _ OR EQUAL) -EPS --, VERFLOW 36' RETENTION P ,E o z o a aop a eoo a" o v boo o p 0 000 Oo 0 o O a 4 Oo 4C .0 o p O r N o��° > � o 6' PLAIN PERF PVC P I FE SCH. 40 — � e o D v off' SCOPE 7,0 a BENTON I TE SEAL 0 �RA JWC] �, t W Q Q '. •' -:;:: =N SUBBASE c� 2' = 0' 2' _ 01 SPCC PERFORATED DRAIN GRATE LID CAST IN TOP SLAB r EL 19.00 24"--..I EL 16.5 V_ H.W. — — 12p L.W. — - IE 14.49 3' YARD OR TOP COURSE CHAIN MI 200 CAP WELDED T M AL FRAME & CLEANO ATE SLACK lm WHEN G IS DOWN. TOP OF CLEA EL AND COAT BASE COURSE WI ZINC RIMER. WATERTIGHT CLEANOU SHEET METAL SLIDING GATE MIN 8 GAUGE �y 36" CONC PIPE RETENTION BASIN I.E. 13.23 I N'LET P I PE DETAIL 2, -O• TAPER TOP OR YARD COURSE CATCH BAS I N, TYPE ° : ia�z I o, DESIGN D (WA STATE STD, PLAN E- 1 a) io = e e. •a...A-. e rT'i� REVERSIBLE CAST IRON FRAME & GRATE (OLYMPIC FDRY NO. 5435 OR EQUAL) (WA STATE STD PLAN 6-2a) 2' - 0' , TAPER TOP OR YARD COURSE 12 M IN. SLOPE OUTLET PIPE CITY CF RENTON RECEIVED SUN 1 /_ 1988 BUILDING/20N !NG DEPT. TY� ,►_��H7 ("!-! NHS ! RJ TYf i a DESIGN D -- -- o D f^TA \ 1/1 A nr•� ... I I TA APPLICANT: JOB ADDRESS: NATURE OF WORK: TO: PLAN REVIEW ROUTING SLIP ivy Comments Due DATE: Z—/ Comments Due (_ ENGINEERING DIVISION ( FIRE PREVENTION BUREAU I TMFFIC ENG. DIVISION I I BUILDING CODE REVIEW I UTILITIES ENG. UIYISION ! ( ZONING &PARKING O�+1ERg — I ENERGY CODE Comments or suggestions regarding this application should be Please provide commenLs to the Building Division b 5:00 Provided in writing. Y p.m, on above date. REVIEWING DEPARTMENT/DIVISION -S7--7)P AA 1A / A7 z i T . APPROVED I ( APPROVED WITH CONDITIONS =') Ce"Ic;. J r inedJ Signature of Director or Autharized Representative (� NOT APPROVED AV 51� 5A o �"n (:j ) DATE4 7 ?Z—rl REVIEWING DEPARIMENT/DIVISION I I APPROVED I I APPROVED WITH CONDITIONS ( I NOT APPROVED Aki u fs 2 NQ� %I,�,� ins x iss - o. AVa� ' / I Cy (� - G. �S' j G .cewF.t,[. J 2aacl�y c�.cJ � < S' is 54�nt It} L.0 L" 4- _- >C7 T M %35 .#- come t A►.J @ 1. 4,5, F?s c,40_ > /. G APS 144 t3, b A44 :* 0 d = ,C3 . s 9 i �Q oa F AP t ._ICDT -� OP ZO? SYD '•i R C �a--, C4,R,-" 1. 0. OS C. C5. -04. 2-) (A's ) 0. 10B.5 z 1". �,s w .4v g C>MAPC-Z> �, 110 j'l PLAN REVIEW ROUTING SLIP DATE: APPLICANT: %��c% ar✓�� JOB ADDRESS: �''/� -e- /e y zo NATURE OF WORK: _!5 yb /iov l i 0-r-1) TO: Comments Due Comments Due I ENGINEERING DIVISION I I FIRE PREVENTION BUREAU TRAFFIC ENG. DIVISION I I BUILDING CODE REVIEW I ( UTILITIES ENG. DIVISION ( ( ZONING & PARKING OT+iERSI ENERGY CODE Comments or suggestions regarding this appliention should be provided in writing. Please provide comments to the Building Division by 5:00 p.m, on above date. REVIEWING DEPARTMENT/DIVISION_ � 7- - M 1�J I I APPROVED I ( APPROVED WITH CONDITIONS CZ NOT APPROVED / Ale--e/ [����.ery./!J �7�i�f,+ 5/�O1..inrJ 'C >s� �i 71�� Jj r'�, A/+,/�jGTv✓ c7G�CnTivr G�c �c�+ of c c Aezkc") r i Slgriature of Director or Authorized Representa REVIEWING DEPARTMENT/DIVISION ve DATE I APPROVED I I APPROVED WITH CONDITIONS I I NOT APPROVED W FOR f SOUND POWER • LIGHT• • A 3 / 1%lit it [%!r.f il!Ali q t4• 1 1 1 � - ,' fYi ..� i J7: .. tr3. `a+`• J L Z• � _ • { r r .�+ �' y�. { ' " �3-^���r+u; ��.� �^r'����L"yf•'`'�,iar�~.+.sc+''?'3• �... �3 a� .f v, .tJ: �s^ ,r ^ itv�, � 3 +� .: Y x t,r'a , Y.v' .L 6• 'L.j� � r b.K •Sy ail. � lam•• ,.a• �i.-.3.- A s r• ,r N Inc. 'Geotechnical Engineering and Geology 1805 - 136th Place N.E., Suite 101, Bellevue, Washington 98005 Phone: (206) 643-3780 / Seattle (206) 464-1584 March 8, 1982 E-1718 T & D Engineering Department Puget Sound Power and Light Company Puget Power Building Bellevue, Washington 98009 Attention: Mr. Mehdi Shahla Subject: Geotechnical Engineering Study Victoria Park Substation Job Number 0768791 East Valley Road Renton, Washington Gentlemen: In accordance with your request and within the scope of our proposal dated January 13, 1982 this report presents the results of our Geotechnical Engineering Study for the subject project. The purpose of this study was to explore the subsurface soil conditions in order to provide recommendations for site preparation and foun- dation design. The scope of our study included one boring, one Dutch cone probe, laboratory tests, geotechnical engineering analyses and the preparation of this report. Our study indicates that the site is covered by up to six feet of medium dense granular fill which is underlain by approximately five feet of soft silty and organic soils. The organic soils are in turn underlain by generally loose to medium dense silty and sandy alluvium. The organic soils, and to a lesser extent, the alluvium are compressible and likely to undergo excessive settlements causing structural distress of the proposed equipment and tower pads, unless corrective measures are used. Based on our study and our previous experience on several nearby projects, we conclude that most construction of the substation on the site is feasible using shallow foundation and slabs -on -grade. However, because the near -surface soils are loose and compressible, all foundations should be supported on structural fills. Structural fill should extend at least two and one-half feet below the base of all footings or foundation mats and one foot below lightly loaded pavements. All loads placed on this site will cause consolidation of the compressible soils and subsidence of the ground surface. We n i Puget Sound Power and Light Company E-1718 March 8, 1982 Page 2 expect maximum settlements in the range of two to four inches will be caused by the combined weight of the three feet of fill necessary to raise the grade and the planned equipment loads. If these settle- ments are considered excessive, one way to reduce post -construction settlements in the planned equipment areas would be to place the fills and delay -construction in these areas until settlements beneath the fill loads have stabilized. Settlements should be virtually completed within thirty (30) to forty-five (45) days after the fills have been placed. As an alternative, pile foundations may be considered for the imposed equipment and pad loads. Also, to reduce the Ipost -construction settlements, a preload fill may be used. At the locations of the dead end towers, where large moments are expected at the base of the foundations due to eccentric loads, it is expected that long term settlements in the range of two to three inches may occur. Most of these settlements could occur as differen- tial settlements between the two ends of the tower foundations. Under most conditions, this magnitude of settlements of the tower foundations would not be acceptable. Hence, we recommend the towers be supported on deep pile foundations. As indicated earlier, differ- ential settlements may also be reduced by use of a preload program. The following sections describe the study and explain our recom- mendations in greater detail. PRQJECT DESCRIPTION At the time our study was performed, the site and proposed sub- station layout were as shown schematically on the Boring and Probe C Location Plan, Plate 1. This is based on a preliminary layout furnished by the Puget Sound Power and Light Company. It is planned to construct a utility substation, the main struc- tural elements of which are two transformer pads and two dead end towers. The transformers will weigh approximately one hundred fifty (150) kips each and will be supported on 14 feet by 12 feet by 1 foot thick reinforced concrete pads. The contact pressure for the trans- former pad is on the order of one thousand (1000) pounds per square foot (psf). The dead end towers are to be on 14-foot by 16-foot by 2-foot thick concrete pads. The towers will support three conductors with a line tension of fifteen hundred (1500) pounds each. In addi- tion to the above, several other minor structures are planned. However, none of these is expected to impose a load greater than five hundred (500) psf on the ground surface. A generalized layout of the substation is shown on Plate 1. Final grade for the substation is planned at Elev. 18.5 and will require raising the site by about three and one-half feet. An Earth Consultants, Inc. I Puget Sound Power and Light Company E-1718 March 8, 1982 Page 3 infiltration depression for stormwater disposal is planned for the east side of the site, adjacent to the substation area. It is anticipated that rough grading of the site will initially be performed with fills being placed to about Elev. 18.5. Construc- tion of the substation structures will be about one year later. If any of the above design criteria change, we should be con- sulted to review the recommendations contained in this report. In any case, it is recommended that Earth Consultants, Inc. be provided the opportunity for a general review of final design. FIELD EXPLORATION AND LABORATORY TESTING our field exploration was performed on January 13, 1982. Subsurface conditions at the site were explored by drilling one boring to a depth of fifty-four (54) feet below the existing grade. The boring was drilled by Drilling Unlimited using a truck -mounted drill rig. Continuous flight, hollow stem augers were used to advance and support the borehole during sampling. In addition one probe was made to a depth of fifty-nine (59) feet with a Dutch Cone penetrometer equipped with a friction sleeve which allowed the shaft resistance to be measured in addition to the point resistance at the top of the probe. Approximate soil classifications can be inferred by comparing the point resistance to the friction on the sleeve. A direct correlation is obtained between the point resistance and the bearing capacity of the soil. Soil samples are not obtained from the Dutch Cone probes. The locations of the boring and probe were determined by roll -a -tape measurements from property corners. Eleva- tions of the boring and probe were approximately determined by inter- polation between plan contours. The locations and elevations of the boring and probe should be considered accurate only to the degree implied by the method used. These locations are shown on the Boring Location Plan, Plate 1. The field exploration was continuously monitored by an engi- neering geologist from our firm who classified the soils encountered, maintained a log of each boring and probe, obtained representative samples, measured groundwater levels, recorded probe readings and observed pertinent site features. An observation well was installed in Boring B-1 so that groundwater levels could be monitored. All samples were visually classified in accordance with the Unified Soil Classification System which is presented on Plate 2, Legend. A log of the boring is presented on Plate 3. The final log represents our interpretation of the field log and the results of the laboratory examination and tests of field samples. The log for the Dutch Cone probe is presented on Plate 4. The "friction ratio" shown on the Plate 4 is the unit resistance of the C Earth Consultants, Inc. Puget Sound Power and Light Company E-1718 March 8, 1982 Page 5 It should be assumed that the fill was placed without engineering control. As indicated by our boring and probe these fills are quite variable in nature. Underlying the fills are typical alluvial sediments of the Duwamish River Valley. Three generalized soil strata can be identified in the alluvial sediments from the boring and probe. The upper most stratum (beneath the surficial fills) consists of four to six feet of organic silts interbedded with more fibrous peat. The fill soils lie directly over these organic soils. This organic soil is soft and compressible as shown by the low SPT blow counts and the low cone penetration values. The organic stratum is underlain by loose to medium dense fine to medium grained sands which vary from two to four feet in thickness. Below, these sands are interbedded with fine grained soils consisting of soft silts and clays. These loose to medium dense materials extend at least to the depths explored by our borings. Groundwater was encountered near the fill -organic silt interface during our field work and was later measured at one and one-half feet below the existing grade. The water table is likely to be somewhat lower during the drier summer months. During the winter, surface water should be expected to perch on the site due to the silty fill soils which limit infiltration. DISCUSSION AND RECONKENDATIONS General Our investigation revealed the presence of fifteen (15) feet or more of compressible materials beneath the site. These soft soils in their present state are not capable of directly supporting the proposed equipment pads without undergoing excessive settlements. It is anticipated that approximately three and one-half feet of fill will be required to bring the site to final grade. The fill and the expected foundation loads will result in total long term settle- ments of two to four inches. Our evaluation indicates that the proposed transformers and other small structures may, however, be satisfactorily supported on shallow foundations on a structural fill mat if the site is allowed to settle and stabilize under the fill placed to achieve design grades. Once settlements have stabilized, the transformer pads may be constructed and could be expected to undergo settlements in the range of one to two inches. Other minor structures should undergo post -construction settlements of one inch or less. If the above settlements are not acceptable, it may be feasible to pursue a surcharge program since construction of the project is planned about one year after the grading has been performed. In lieu Earth Consultants, Inc. Puget Sound Power and Light Company E-1718 March 8, 1982 Page 6 of the above, the facilities may also be supported on deep end - bearing pile foundations extending to the medium dense sands at depths below thirty (30) feet. At the locations of the dead end towers, where eccentric loads will be developed, total long term settlements of two to three inches are expected. Most of these settlements are expected to occur as differential settlements between the two ends of the tower founda- tions. We do not believe that this magnitude of settlements will be iacceptable, hence we recommend that the dead end towers be supported on deep pile foundations. As an option, the tower foundations may be ' preloaded with about five feet of fill for a period of one year to reduce differential settlements to one inch or less. The following sections of this report present more detailed recom- mendations for various geotechnical engineering aspects of the project which should be incorporated into the project design and construction. This report has been prepared for specific application to this project in accordance with generally accepted geotechnical engineering practices for the exclusive use of Puget Sound Power and Light Company and their representatives. No other warranty, expressed or implied, is made. Shallow Foundation Support The proposed transformer pads and ancillary structures should be 1 supported on a minimum of two and one-half feet of compacted struc- tural fill after permitting settlements to stabilize under the weight of the fills placed to achieve design grades. The foundations should be designed for a maximum allowable soil bearing pressure of two thousand (2000) psf. For structures founded on individual spread or continuous footings, we recommend that a maximum allowable soil bearing pressure of fifteen hundred (1500) psf also be used in design for footings founded a minimum of eighteen (18) inches below lowest adjacent final grade and supported by at least two and one-half feet of structural fill. These values apply to the total dead plus live load and include a one-third increase for short term wind and siesmic loads. In areas to receive new fill for achieving grade, footings or slabs that will encounter the existing fill soils within two and one-half feet of their bottoms should be overexcavated to a depth of two and one-half feet below the footing or slab bottoms. The over - excavation should also extend a minimum of two and one-half feet horizontally beyond all foundation perimeters. Structural fill L should be placed in accordance with the Site Preparation section of this report. The proposed structures may also be supported on slabs and conventional footings after completion of a surcharge program as discussed later in this report. Earth Consultants, Inc. Puget Sound Power and Light Company March 8, 1982 All foundation excavations should be engineering personnel to assure that they adequate load carrying characteristics. Slabs -on -grade E-1718 Page 7 inspected by qualified soil extend to materials with Slabs -on -grade supported on structural fill should have at least six inches of clean, free draining gravel directly beneath the slabs. Where moisture on slabs is undesirable, the free draining material should be covered with a plastic membrane with a one to two inch additional clean sand covering. Pile Foundations Pile foundations may be used for support of the dead end towers. We feel the most appropriate pile type will be a timber pile driven with a hammer having a rated energy of fifteen thousand (15,000) foot pounds per blow. We suggest that each tower be supported by at least four piles placed at or near the corners of the tower pads. Each pile should be designed to carry one-half of the maximum vertical load that can be imposed on the tower pad (we estimate ten tons). We recommend that the piles be driven into the medium dense sands encoun- tered at depths of thirty-one (31) to thirty-five (35) feet below the ground surface. To account for the ten ton design load and a pos- sible five ton downdrag force, we recommend that the piles be driven to an end blow count of twenty (20) blows per foot at a depth of thirty (30) feet or more. For the above design criteria, we estimate pile lengths in the range of thirty-five (35) to forty (40) feet. All piles should be installed under the observation of qualified geotechnical personnel who can observe the driving operations in progress and modify the driving criteria, if necessary. Lateral Forces Short term wind or seismic forces may be resisted by passive pressures, and/or friction between foundations or pile caps and the supporting subgrade. The passive resistance may be considered as an equivalent fluid load of three hundred (300) pounds per cubic foot. This value assumes that all footing backfill is compacted in accordance with the Site Preparation recommendations in this report. A design coefficient of friction of 0.35 may be considered between concrete and soil. Where pile foundations are used, an additional lateral resistance of one kip per pile may be used. Site Drainage Positive surface gradients should be provided adjacent to all structures to direct surface runoff away from the facility and towards suitable drainage systems. Ponding of water should not be permitted adjacent to any structures. C C Earth Consultants, Inc. f I I Puget Sound Power and Light Company E-1718 March 8, 1982 Page 8 Surcharge Program Settlement analyses indicate that long term settlements on the order of two to four inches will occur across the site due to the compression of the natural soils under the influence of the proposed structure loads and fills which will be placed to achieve design grades. A preload surcharge of two to three feet of fill over the final grade, allowed to remain in place for approximately one year, should reduce post -construction settlements to less than one-half inch for most structures. At the locations of the dead-end towers, if a preload is to be used, we recommend a height of five feet. The surcharge should be placed in thin lifts, track rolled and the top of the surcharge should extend to at least five feet beyond the pad perimeter. The surcharge fill does not have to meet any specific requirements but the material used should be sloped at 1:1 (Horizon- tal:Vertical) or flatter, have a total density of one hundred twenty (120) pcf, and be approved by the Soil Engineer. Following comple- tion of the surcharge program, the structures may be supported on conventional spread footings bearing on a mat of structural fill, as previously discussed. To monitor the surcharge program, at least two settlement markers should be placed at the bottom of the overexcavated area for each structure at the existing grade, prior to placing the surcharge fill. The settlements should be accurately monitored, initially on a weekly basis for the first month and on a monthly basis thereafter. The readings should be furnished to the Soil Engineer to evaluate the rate of settlement and to determine when the surcharge can be removed. Upon completion, the surcharge fill may be used as fill on other portions of the site, if needed. If a surcharge program is not considered necessary, we recommend that fills required to achieve site grade be placed early in the construction sequence and that foundation construction not be started until settlements stabilize under the load of these fills. During and after placement of these fills, settlements should be monitored as indicated above. Site Preparation The equipment areas should be cleared of all old utility lines, and debris, large vegetation, brush and other deleterious matter. Fills planned to raise the existing grade may be placed directly on the grass cover after mowing to a short depth. The proposed sub- station and/or pavement subgrade areas should be proofrolled under the observation of a representative of Earth Consultants, Inc. This Procedure should indicate the presence of any loose or unstable areas which, if present, should be overexcavated and replaced by structural fill or crushed rock. Generally, about one additional foot of fill 14 R Earth Consultants, Inc. i Puget Sound Power and Light Company E-1718 March 8, 1982 Page 9 may be required to "bridge" any soft yielding soils. A filter cloth placed directly on the excavated surface would also help to bridge unstable areas. All structural fill should be placed in eight to ten inch thick loose lifts and compacted to a minimum of 95 percent relative com- paction as determined by ASTM D-1557-70 (Modified Proctor). The near surface site soils contain an excessive amount of fines which were wet at the time of our field exploration. This condition will make j them very difficult to compact in their present state. We do not rec- ommend their use during wet weather. If any of the grading is to be conducted during wet weather, we recommend that granular materials with a maximum size of three inches, containing less than 5 percent fines, be used for structural fill. During dry weather, other gran- ular materials may be used provided they can be properly compacted. Imported fill samples should be submitted to Earth Consultants, Inc. prior to bringing them onto the site. The placement of the struc- tural fill should be observed and tested by Earth Consultants, Inc. Additional Services It is recommended that Earth Consultants, Inc. be provided the opportunity for a general review of the final design and specifica- tions in order that earthwork and foundation recommendations may be properly interpreted and implemented in the design and construction. I The analyses and recommendations submitted in this report are !_ based upon the data obtained from the boring and probe. The nature and extent of variations between and around boring and probe may not become evident until construction. If variations then appear evident, Earth Consultants, Inc. should be allowed to reevaluate the recommendations of this report prior to proceeding with the construction. It is also recommended that Earth Consultants, Inc. be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications or rec- ommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of con- struction. The following plates are included and complete this report: L Plate 1 Boring and Probe Location Plan Plate 2 Legend Plate 3 Boring Log L Plate 4 Probe Log Plate 5 Grain Size Analyses Plate 6 Consolidation Test Data L Earth Consultants, Inc. L I Puget Sound Power and Light Company March 8, 1982 E-1718 Page 10 We trust the information presented herein is adequate for your requirements. If you need additional information or clarification, please call. JSL/AB/jg 11 0-11 pE w A Sy/ a � � _ o CO) Z t p tb Q/S T v 'ON AL Respectfully submitted, RT , CO S TANTS, INC. J n S. Lloy P. E. r ject Manager Anil Butail, P. E. Chief Engineer N Earth Consultants, Inc. I I EAST VALLEY HIGHWAY Retention Basin u 11 j OQO ❑ ❑ I El P-1 ❑ ❑ ❑ F U Proposed Fence Proposed Drainage Ditch Property Line Earth 1, Consultants Inc. GEOTECHNICAL ENGINEERING & GEOLOGY Approximate Scale 0 25 50 100 ft. LE_ B-I Approximate Boring Location A P-1 Approximate Dutch Cone Probe Location Reference : Site Plan Received From Puget Sound Power a Light Undated Boring and Probe Location Plan Victoria Substation Renton, Washington Proj. No. 1718 Date Feb. 182 Plate I 7 I f I I I I I I IM L BORING NO. Logged By Dxw 15- Date 1/13/82 ELEV. Graph us CS Soil Description Depth ft �h Sample (N) Blows Ft. �) (6" topsoil -sod) Q 30 7 SM Gray gravelly silty SAND, medium dense, 1/27,82 24 11 moist (FILL) 5 3 L19 rrrir µ rij OH Brown clayey organic SILT with lenses 2 IT62 PL=46 Pt of peat and wood, soft, wet 10 _ Q 6 57=30.9 SM Black silty fine to medium SAND, grades 1/ 8 ML to ra find SILT with clayand sand traXrganics, I 5 39 e loose, wet 15 SM Black silty fine to medium SAND, medium = 21 28 dense, wet 20 29 31 25 ML Gray clayey SILT with shell fragments, P 52 very soft, wet 30 Ir43,PL=27 15 27 35 10 29 40 SM Gray silty fine to medium SAND with shell fragments, with loose horizon = 32 28 at 48 feet, medium dense, wet 45 6 27 5C 19 21 Boring terminated at 54 feet. Water observation well installed. BORING LOG VICTORIA SUBSTATION Earth I RENTON, WASHINGTON Consultants Inc. proj. No. 1718 1 Date Feb. '82 ply 3 GEOTECHNICAL ENGINEERING & GEOLOGY mane milli loin loin Cone Penetration Resistance • Ton / Sq. Ft. - Dutch Cone Log P- I cont. Friction De th Ratio Meters Feef 50 55 60 t I .li`( Earth Consultants Inc. GEOTECHNICAL ENGINEERING & GEOLOGY DUTCH CONE PROBE VICTORIA SUBSTATION RENTON, WASHINGTON Proj. No. 1718 ' Date Feb. ' 82 'Plate 4 (cont' ) 0.0 2.5 5.0 c v 7.5 a) a 4 10.0 0 0 w a 12.5 O U 15.0 17.E 20.01 0.01 7.5, 0.5 0.25 BE 0.1 PRESSURE, tsf 1.0 Liquid Plastic Plasticity Moisture Dry Key Boring Deft l USCS Soil Description Limit Llmrt Index Content, W % Density Y. % % Before After (Pcf) B-1 1 7.5 OH clayey organic SILT 62 46 16 I �I Earth Consultants Inc. 'o GEOTECHNICAL ENGINEERING & GEOLOGY CONSOLIDATION TEST DATA VICTORIA SUBSTATION RENTON, WASHINGTON Proj. No. 1718 Date Feb. ' 82 Plate 6 MAY 22 '69 14:42 PUGET POWER PLANNING BELLEVUE P . 9. 01WAFT ON / 0AVAAEA 0001,Z3-8� PUGET SOUND POWER & LIGHT COMPANY 411 108TH Avenue N.E. Bellevue, Washington 98004-5515 Phone: 454-6363 TELECOPIER: (206) 462-3175 PLEASE DELIVER THE F'OLLOWING'PAGES: ZIT NAME: COMPANY aLb TELECOPY NUMBER: FROM: NAME: DATE: TOTAL NUMBER OF PAGES SENT INCLUDING COVER SHEET-- to C t, If you do not receive all of the pages, please call our telecomunicator, Mary Moen at (206) 454-6363, extension 2958. The Energy Starts Here JIW`4jl fyl Ay 31 1 ° 3 J CITY Of RFNTk' PN . ... i t ; i l;; : P.,get Sound Power & Light Company PO Box 0868 Bellevue, VJA 98009-0868 (206) 454-6363 MAY 22 189 14:43 PUGET POWER PLANNING BELLEVUE P.2 TRANSMITTAL LETTER. PROJECT 1 C,_ t by % d PAr JOB NO. DATE I �'A - /�'...1�_ TO: � \i �.- If enclosures are not as noted, please r� inform us Immediately. PP- (�tr It checked below, please: -A"r}. C 1 t o K�t..wt�tyy� ( ) Acknowledge receipt of enclosures. ( ) Return enclosures to us. WE TRANSMIT: herewith ( ) under separate cover via - ( ) in accordance with your request FOR YOUR: ( approval ( ) distribution to parties ( ) Information ( ) review & comment ( ) record ( } use ( ) THE FOLLOWING: ()K.) Drawings ( ) Shop Drawing Prints ( )Simples ( ) Specifications ( ) Shop Drawing Reproduclbles ( ) Product Literature ( ) Change Order ( ) COPIES DATE DESCRIPTION ACTION CODE ACTION A. Action indicated on Item transmitted D. For signature and forwarding as noted below under REMARKS CODE- B. No action required E. See REMARKS below COPIES TO: (with enclosures) LAND i W��d �5�4aV� D�PA��t�� BY: 4 Ca 2, S 2- MAY 22 '89 14:43 0 POWER PLANNING BELLEVUE do 0 P,2rI�,�_ 4 W z a W � � 2 � W. CY 'i , N1 LIMO VOCNIP • • af'��f�i'drjIMI�11:J�i �*��•� �• '� ow rid — •' 9 B92 cep H 1f 2 T I � $ ox $ � (SEETAPL gHN?)ET` IE 16LF 5"* C3#3 � t9. E H � I • �y2 LIN IT gpPERF�' I (TYP o2 PEL CS? 00' 42 LIN FT 12"0 (e 0.5 /• • 0 1 % SLIE OPE I CS E PLU0IEND(TYP)-,,A �a p "+ .0 4h LIN C 3 1%. SLO E CS,I • J0 LIN FT 6.0 0 P ti 1229103"W--as1.2w P), 281.30 M -- .Y•UO uDO S ' SEP 01 'eS 11:30 PUGET POWER PLRNNING BELLEVUE F.I. AW&CT OOMZ7M PUGET SOUND POWER & LIGHT COMPANY 411 108TH Avenue N.E. Bellevue, Washington 98004-5515 Phone: 454-6363 TELECOPIER: (206) 462-3175 PLEASE DELIVER THE FOLLOWING PAGES: T0: FROM; NAME: COMPANY: u� 4 �Of ICS TELECOPY NUMBER: S 5 1"1 NAME; Adv DATE:_ m TOTAL NUMBER OF PAGES SENT INCLUDING COVER SHEET: If you do not receive all of the pages, please call our telecomunicator, Mary Moen at (206) 454-6363, extension 2958. The Energy Starts Here Puget Sound Power & Light Company P.O. Box 0868 Bellevue, WA 98009-0868 (206) 454-6363 SEP 01 188 11::30 PLIGET - �ER PLANNING BELLEVUE P. c TRANSMITTAL LETTER PROJECT JOB NO DATE L i-Et.,___ T0: 4rjr�m C T'&j If enclosures are not as noted, please Inform us Immediately, If Checked below, please: ATTN: ( ) Acknowledge receipt of enclosures. ( ) Return enclosures t0 us. WE TRANSMIT: ( ) herewith ( } under separate cover via (X) in accordance with your request FOR YOUR: ( Xt approval { } distribution to parties ( ) information ( ) review & comment ( ) record ( ) use ( } THE FOLLOWING: ( } Drawings ( ) Shop Drawing Prints ( ) Samples ( } Specifications ( ) Sh,9p Qrawing Reproducibiee ( ) Product Literature ( } Change Order ( U.01�1% COPIES DATE DESCRIPTION ACTION CODE �. Sept 88 Pam. S'rbr a * V of u,� ACTION A, Action Indicated on Item vanaMitted D. For signature and forwarding as noted below under REMARKS CODE: 5, No action required 6- See REMARKS below COPIES TO: (with enciceursa) IrdaffimLANU 8 ��mh�E��4A4� ������A91EBdY �S t " La 3cOS� x J 1 * ► SEP 01 'Be 11:31 PLIi=ET P")WER PLANNING BELLE'VUE P. I r+ n /`+Or�w'v ffil�rVS :o7,9.4 c2 /4 Y14, / �3 Co . o oZ eA • col& r o' 4/ it 4 • U (zA 1)-(al 0r �8 X i •b3 - i Co.�p ,5*4 .Cao aka 6AAWE, ,b L / 9. cio 6um heb amch-J.-S // Cl"f - -�. rCxA.W&Q..p 09 aw•Cm�q. *+.c,•j,.ma..*. ba. w QA. rg.a x .54 .. f Io - G I ' +N '�►s 4- ' x 'F • '. J~/ r wt Q�4r+ r�s�R.�' SEP 81 '88 11::31 PUGET Pr)l•lER PLANNING EELLD./UE F' . 4 OR x0'mp, ()COP, NO 16 " J6 . igl 460.44 �yMuc� � s� eel /,g(p/ - s ? 3 157$90 joa 0�6 /9/.03 3 x 7.461 d4- 1. P5 � 21 �15 �-7 � � CITY OF RENTON DETERMINATION OF,NON-SIGNIFICANCE ENVIRONMENTAL CHECKLIST NO.: APPLICATION NO(S).: DESCRIPTION OF PROPOSAL: PROPONENT: LOCATION OF PROPOSAL: LEAD AGENCY: (MITIGATED) ECF-084-87 SA-100-87 66-4y �2 n1 W01rY2 Application for a site plan approval to construct an electrical distribution substation on 1.1 acre. Puget Sound Power and Light Company Property located at 2915 East Valley Highway. City of Renton Building and Zoning Department The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of an expanded environmental checklist and preliminary site plan, on file with the lead agency. Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-2822(D) Renton Municipal Code (see attached sheet). These conditions are necessary to mitigate environmental impacts identified during the environmental review process. This DNS is issued under WAC 197-11-340. The lead agency will not act on this proposal for fifteen (15) days from December 21, 1987. Any interested party may submit written comments which must be submitted by 5:00 p.m., January 4, 1988,in order to be considered. A fourteen (14) day appeal period will commence following the finalization of the DNS. Responsible Official: Environmental Review Committee City of Renton 200 Mill Avenue South, Renton, WA 98055 Phone: 235-2500 DATE OF DECISION: December 9, 1987 EFFECTIVE DATE: December 21, 1987 f7 Ron fl G. Nelson a ry Spri er Building and Zoning Director UPolicy velopment Director Richard C Houghton Public W'rks Director s) DETERMINATION OF NON -SIGNIFICANCE PROJECT: ENVIRONMENTAL CHECKLIST: APPLICATION NO.: DESCRIPTION OF PROPOSAL: LOCATION OF PROPOSAL: CONDITIONS: MITIGATION MEASURES Victoria Park Substation ECF-084-87 SA-100-87 Application for a site plan approval to construct an electrical distribution substation on 1.1 acre. Property located at 2915 East Valley Highway. 1. For screening purposes, dense evergreen landscaping consisting of coniferous trees and shrubbery should be provided around the entire perimeter of the new substation. 2. Provide 2% natural landscaping suitable for wildlife habitat. That the applicant submit detailed drawings showing a containment area of sufficient size to contain an oil spill and 24 hour/1 day rain storm on site. L1 er i cAS0 _Y) z4.00(2' - 3,700 mil w 3.4 PLAN REVIEW ROUTING SLIP DATE: (9 2 () - q6 APPLICANT: !, =T JOB ADDRESS: c'_ ��f /� . (—w- i L) NATURE OF WORK: l;l',`�( Ii 1 r� �v l C-1/r i' j 5 TO: Comments Due Comments Due I I ENGINEERING DIVISION I I FIRE PREVENTION BUREAU I I TRAFFIC ENG. DIVISION I I BUILDING CODE REVIEW I I UTILITIES ENG. DIVISION I I ZONING & PARKING OTHERS V' P I I I ENERGY CODE Comments or suggestions regarding this application should be provided in writing. Please provide comments to the Building Division by 5:00 p.m. on above date. REVIEWING DEPARTMENT/DIVISION N � I ; ! /iL ,i /�- �i ICI APPROVED I I APPROVED WITH CONDITIONS I —I NOT APPROVED DATE l' 7 rt Signature of Director or Authorized Representative REVIEWING DEPARTMENT/DIVISION 11 APPROVED 1 I APPROVED WITH CONDITIONS 1 I NOT APPROVED August 25, 1988 Ms. Dee Beedle Building Department City of Renton 200 Mill Avenue Renton, WA 98055 SUBJ: PROPOSED VICTORIA PARK SUBSTATION BUILDING PERMIT PLANS - FINAL REF: File Nos. ECF-084-87 & SA-100-87 Enclosed are the following revised plans: HAND DELIVERED 1. Grading & Fencing, sh. 1 (rev. 6) & 2 (rev. 4), #D-5147. A. Three (3) "D" size blue line prints B. One (1) set of 22" by 34" photo mylars 2. Drainage Plan, sh. 1 (rev. 4) & 2 (rev. 3), #D-5175. A. Three (3) "D" size blue line prints B. One (1) set of 22" by 34" photo mylars 3. SPCC Curb Plan, sh. 1 (rev. 1), #D-5183. A. Three (3) "D" size blue line prints B. One (1) set of 22" by 34" photo mylars 4. Preload Plan, sh. 1 (rev. 3), #D-5187. (this includes erosion control information). A. Three (3) "D" size blue line prints B. One (1) set of 22" by 34" photo mylars 5. Landscape and Irrigation Plan, sh. 1 (rev. 1) & 2 (rev. 0), #L-1 & #L-2. A. Three (3) "D" size blue line prints All of the above photo mylars are stamped and signed by a licensed engineer. .r L !_ rz. The Energy Starts Here 9 d c 5760 V' 1 Puget Sound Power & Light Company P.O. Box 97034 Bellevue, WA 98009-9734 (206) 454-63 3 ACRU ET PDfYE July 15, 1988 Ms. Dee Beedle Building Department City of Renton 200 Mill Avenue Renton, WA 98055 HAND DELIVERED SUBJ: PROPOSED VICTORIA PARK SUBSTATION "FOUNDATION ONLY PERMIT" REOUEST REF: File Nos.: ECF-084-87 & SA-100-87 Please let this letter serve as our request that a "Foundation Only Permit" be issued for this project, which would allow the preloading to proceed. Enclosed for City approval are two (2) copies of our drawing entitled, "Preload Plan - Victoria Park Substation," #D-5187-P, sh. 1 of 2, Rev. 2. I understand that on this coming Monday you will be able to tell me when the said permit could be issued, and also hopefully what other documents need to be submitted - if any. Thank you for helping us in this situation. Please feel free to call me at 454-6363, ext. 5177 with any questions. 44--� Flolz� Andy Padvorac Land Planner Enclosures ATP:bsw cc: Renton Public Works, attn: The Energy Starts Here Garth (w/1 cc � f�)bove plan) 49 do 5760 Puget Sound Power & Light Company P 0. Box 97034 Bellevue. WA 98009-9734 (206) 454-6363 TES C F) -,S -,q- t-� V0 r K,V\S �_.rv-,per) C-O . S �,\,n A6,,r(� S - �,l �,� «.c +;-�• �J end, rce�-, J t S Tof PLAN REVIEW ROUTING SLIP DATE • APPLICANT: 1), )(— JOB ADDRESS: Qcf/, l A.51- 1-) 4Ll y � NATURE OF WORK: R60 / S /(2/.) C TO: Comments Due Comments Due I I ENGINEERING DIVISION I ( FIRE PREVENTION MIREAU I I TRAFFIC ENG. DIVISION I BUILDING CODE REVIEW I I UTILITIES ENG. DIVISION ( ( ZONING & PARKING I �I 6T#wRS ( - 2 % I ( ENERGY CODE Comments or suggestions regarding this application should be provided in writing. Please provide comments to the Building Division by 5:00 p.m. on above date. REVIEWING DEPARTMENT/DIVISION I ( APPROVED I I APPROVED WITH CONDITIONS I) NOT Af I P(0vj IC1�' GvlwNV^' L►'%-}-,- 00 p I I.,-\s . "/0.1 ✓e 5Aoq/r or) Z� , / DATE Sign tbrb of Director or Authorized Representative REVIEWING DEPARTMENT/DIVISION I APPROVED I I APPROVED WITH CONDITIONS I I NOT APPROVED u SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN FOR SOUTH CENTRAL DIVISION SUBSTATIONS DESIGNATED PERSON ACCOUNTABLE FOR OIL SPILL PREVENTION AT THIS FACILITY GENERAL FOREMAN SUBSTATION MAINTENANCE MANAGEMENT APPROVAL This SPCC Plan will be implemented as herein described Signature /P Name R. B. RADNICH Title Director South Central Division CERTIFICATION Engineer: M. M. S h a h l a Signature. %�'; r 7;'� License No.. 12733 State WA �1sYw..•Ir�' Date: '` n SPCC PLAN - SOUTH CENTRAL DIVISION SUBSTATIONS THIS PAGE IS A RECORD OF ALL REVISIONS TO THIS SPCC PLAN. THE NATURE OF THE REVISION IS BRIEFLY NOTED UNDER REMARKS. THE REVISED PAGES BECOME PART OF THE ORIGINAL SPCC PLAN AND SHALL BE COMPLIED WITH IN THEIR ENTIRETY. REVISED SHEETS ENTIRE PLAN ISSUED FOR ONLY ATTACHED ❑ RE -ISSUED 0 REVIEW ❑ IMPLEMENTATION i! PAGES -------------- REMARKS REV DATE BY APPROF* j, 1 2 4 0 8-5-77 RJT �i3�-'thru 14 Initial Release 1 1"36681 RJT w Complete Update 2 1-28-85 TMA `-�J Complete Update 3 1-15-88 JKK All Triannual Update * Col. 1 & 2 - Engineering Col. 3 - Environmental Col. 4 - Division or Dept. PUGET SOUND POWER & LIGHT COMPANY REV. 3 SPCC PLAN for SOUTH CENTRAL DIVISION SUBSTATIONS TABLE OF CONTENTS 1 - IN-HOUSE & OUTSIDE CONTACTS 1.1 OWNER ........................................... 1 1.2 RESPONSIBLE PARTIES ............................. 1 1.3 AGENCIES ........................................ 2 1.4 ENVIRONMENTAL SERVICES .......................... 2 2 - PURPOSE .............................................. 3 3 - POLICY ............................................... 3 4 - OIL SPILL REGULATION ................................. 3 5 - DESCRIPTION OF FACILITY 5.1 EQUIPMENT ....................................... 3 5.2 SECURITY ........................................ 4 6 - POTENTIAL SPILLS AND CONTAINMENT SYSTEM 6.1 POTENTIAL SPILL EVENTS .......................... 4 6.2 OIL SPILL CONTAINMENT SYSTEM .................... 4 7 - TRAINING & ROUTINE PROCEDURES 7.1 TRAINING ........................................ 6 7.2 MAINTENANCE AND INSPECTION PROCEDURES ........... 6 7.3 SIGNS, PLANS AND OIL CONTAINMENT KITS ........... 7 8 - SPILL EVENT: CONTAINMENT AND COUNTERMEASURE PROCEDURES 8.1 GENERAL PROCEDURES .............................. 7 8.2 PCB SPECIAL HANDLING PROCEDURES ................. 9 8.3 ASSESSING THE SPILL EVENT ....................... 9 8.4 REPORTING REQUIREMENTS .......................... 9 APPENDIX A: FIGURES A-1 LIST OF SUBSTAIONS A-2 SPCC NOTIFICATION CHART APPENDIX B: PUGET POWER STANDARDS 1 - IN-HOUSE & OUTSIDE CONTACTS 1.1 OWNER Puget Sound Power & Light Company Puget Power Building Bellevue, WA 98009 1.2 RESPONSIBLE PARTIES South Central Division Director - South Central Division Telephone: (206) 255-2464 or 82-2910 (In House) Manager of Operations - S. Central Division Telephone: (206) 255-2463 or 82-2920 (In House) Superintendent - Renton Service Center Telephone: (206)255-2464 or 82-2921 (In House) Superintendent - Des Moines Service Ctr. Telephone: (206) 824-6200 or 82-4288 (In House) Superintendent - Auburn Service Center Telephone: (206) 927-1100 or 82-4344(In House) Distribution Supervisor - Vashon Service Center Telephone: (206) 463-3643 or 82-4258 (In House) Manager - Division Services Telephone: (206) 255-2464 or 82-2930 Superintendant - Substation Operations Telephone: (206) 235-7604 or 81-7617 General Foreman Substation Maintenance - Shuffleton Telephone: (206) 235-7603 or 81-7603 (In House) System Operator - Eastside Telephone: (206) 882-4425 or 81-4425 (In House) Rev 3, SPCC Plan for SC Div Sub's, page 1 of 9 Licensing & Regulation Department Manager Licensing and Regulation - Bellevue Telephone: (206) 462-3010 or 81-3010 (In House) Staff Environmental Engineer - Bellevue Telephone: (206) 462-3066 or 81-3066 (In House) General Stores - Renton Supervisor of General Stores Telephone: (206) 235-2941 (206) 255-2464 or 82-2941 (In House) Storekeeper - Shuffleton Telephone: (206) 235-7604 or 81-7515 (In House) 1.3 AGENCIES Federal State U. S. Coast Guard Telephone: 1-800-424-8802 (Toll Free 1st Call) Department of Ecology Redmond, Washington Telephone: (206) 867-7000 1.4 ENVIRONMENTAL SERVICES For oil spill clean-ups: Northwest Environmental Services, Inc. 1500 Airport Way S. Seattle, Washington Telephone: (206) 622-1090 Crowley Environmental Services 3400 E. Marginal Way S. Seattle, Washington Telephone: (206) 682-4898 Crosby & Overton 20245 - 76th Avenue S. Kent, Washington Telephone: (206) 872-8030 Rev 3, SPCC Plan for SC Div Sub's, page 2 of 9 2 - PURPOSE The purpose of this Spill Prevention Control and Countermeasures (SPCC) Plan is to establish procedures, methods and equipment that shall be used to contain and cleanup an oil spill thereby preventing it from reaching navigable waters of the State. 3 - POLICY It shall be the policy of the Puget Sound Power and Light Company and all its contractors to recognize that oil contamination of the waters of the State of Washington is harmful. Therefore, it is required that the strongest emphasis be placed on oil spill prevention, and that the latest engineering and safety procedures be used at all times when dealing with oil and its associated equipment. 4 - OIL SPILL REGULATION Regulations set forth by the Environmental Protection Agency (EPA) require safeguards against pollution from oil spills. The regulations cover any onshore facility (not transportation related) which has an aggregate storage of more than 1320 gallons or a single container larger than 660 gallons. 5 - DESCRIPTION OF FACILITY 5.1 EQUIPMENT The subject substations are electrical distribution facilities that may include transformers, regulators, and/or power circuit breakers which contain oil. These transformers, regulators and power circuit breakers have name plates that state the quantity of oil in the piece of equipment. This oil is a refined insulating oil distilled from crude petroleum. Some substations may also include banks of capacitors. These capacitor banks are fenced and the individual capacitors each contain two (2) to three (3) gallons of insulating fluid. Capacitors purchased prior to August 1976 are insulated with a fluid containing polychlorinated byphenals (PCB's). Special precautions for handling PCB's are described in Section 8.2. Capacitors purchased after August 1976 are insulated with a fluid that does not contain PCBs. Rev 3, SPCC Plan for SC Div Sub's, page 3 of 9 5.2 SECURITY Measures taken to prevent trespassing, vandalism, and sabotage include, but are not limited to, the following: 1. Security fences with barbed wire extensions surrounding the facility site. 2. Building and yard lights. 3. Warning devices: Danger and No Trespassing signs. 4. Locks on gates and buildings after hours. 6 - POTENTIAL SPILLS AND CONTAINMENT SYSTEM 6.1 POTENTIAL SPILL EVENTS The probability of an oil spill at the facility is low. Any significant hydrocarbon spill would probably be caused by a major equipment failure. Such a failure would be rapidly detected because of the resulting disturbances to the electrical system and notifications of customer outages. A more likely event would be a slow leak from a piece of equipment due to a failed gasket or seal, cracked bushing, or a leaking oil stop plug, etc. An event of this nature would be readily detectable during routine inspection and allow ample response time for containment. Other potential events which could result in an oil spill include equipment or oil handling accidents and sabotage. 6.2 OIL SPILL CONTAINMENT SYSTEM Since 1976, each new substation has been evaluated to determine if special oil containment provisions (other than the ability to manually contain or detain a potential oil spill) are necessary at that substation. If it was judged to be necessary, an "automatic" or non -manual system for oil detention or containment was installed. The design of such systems has evolved since 1976. Consequently, the oil spill containment systems at Puget Powers substations are of several different designs depending upon the time at which the substation was designed or constructed. The typical designs for these systems are described below: 1976-1977 DESIGN The oil detention/containment system used in 1976-77 designs consists of a sand berm surrounding pieces of equipment containing significant volumes of oil. This sand berm allows water to drain from the impounded area but will allow oil to flow out only at a much slower rate due to its higher viscosity. The subsurface of the impounded area is Rev 3, SPCC Plan for SC Div Sub's, page 4 of 9 sealed with bentonite to prevent downward infiltration of impounded oil. This system will detain an oil spill for about two (2) two and a half (2-1/2) hours allowing time for a clean-up crew to reach the site and begin manual containment and clean-up. 1977-1983 DESIGN From 1977 to 1983, oil containment systems were designed to consist of a concrete curb surrounding major oil -filled equipment and extending approximately one (1) foot below grade. At the invert of the curb the subsurface soils were sealed with bentonite to prevent downward migration of fluids. The area impounded by the curb was filled with crushed rock and drained by means of perforated subdrains. This containment area was sized so that the void in the crushed rock filling the curb provided sufficient volume to contain the oil from any one piece of electrical equipment. All drainage from the containment area was routed by pipes through a motor operated valve before entering the storm drainage system. This motor operated valve is wired to close automatically (thus isolating the containment area) when the low oil alarm on a major piece of electrical equipment is activated. This low oil alarm is integral to the equipment and is installed by the manufacturer. It activates when the oil level in the equipment drops below a preset level. 1983-Present DESIGN In 1983, the curb and valve containment system described above was modified to use an oil stop valve that closes automatically when immersed in oil or a mixture of water and significant amounts of oil. This valve is operated by a float which is calibrated to float in water but sink in oil. This system provides greater reliability with less maintenance than the motor operated valve. It also provides protection for any oil -filled equipment in the containment area that is not equipped with a low oil alarm. As the older motor operated valves require replacement or major maintenance they are being replaced with the oil stop valve. A-1, "List of Substations", provides information as to which type of containment system is present at which substation. Rev 3, SPCC Plan for SC Div Sub's, page 5 of 9 7 - TRAINING & ROUTINE PROCEDURES 7.1 TRAINING The Manager of Operations is responsible for providing an annual training program for facility personnel. The training program shall include the methods and procedures used to prevent, control and clean up an oil spill. This Plan and Puget Power Standards 3116.1011, Oil Spill Containment Kit; 3116.1051, oil Spill Containment Kit, Use of; 6315.3020, Oil Spill Cleanup for Distribution Transformers; 4511.2110, Capacitor, PCB & TCB, Handling, Identifying, Storage and Cleanup of, shall be included in the training. The examples shown in the Standards are general ways of containing an oil spill; however, local conditions and circumstances will dictate exact methods and perhaps some innovation. Training programs and periodic briefings shall review the Plan and describe actual experiences, recent spill events or failures, and new preventive, control and cleanup measures. Crews must understand the Plan and its requirements. 7.2 MAINTENANCE & INSPECTION PROCEDURES Bi-weekly inspections (every two weeks) shall be made of all pieces of electrical equipment containing oil to ensure that they are in good condition and are not leaking. Every three months or if there is an oil spill catch basins and oil trap vaults shall be inspected. They shall be cleaned if any oil is present. oil stop and/or motor operated valves shall also be inspected to insure that they are operating properly. Inspections must be documented in a log and initialed by the inspector. Oil stop and motor operated valves must be maintained in working order. Catch basins must be pumped clean of sand and silt at least annually. Drain -pipes should also be cleaned as necessary. It shall be vigorously stressed to all personnel that an essential part of oil spill prevention is being alert during their daily activities for signs of leaks. Any such discovery shall be reported in accordance with the SPCC Notification Chart, Fig. A-3, Appendix A, without delay and cleanup activities started immediately. All oil spills shall be documented - See Section 8.4. Rev 3, SPCC Plan for SC Div Sub's, page 6 of 9 1.3 SIGNS, PLANS, CONTAINMENT KITS 7.3.1 OIL SPILL NOTIFICATION, SIGN & PLAN LOCATION Signs per Puget Power Specification 1275.8000, "In Case of Oil Spill", Figure 15, shall be posted on the outside of the control house door at each substation. The SPCC Plan shall be kept: (1) in the Manager of Operations' office, (2) in the General Foreman Substation Maintenance's office, (3) in a weather-proof holder inside the control house at each substation, and (4) in the "Hazardous Materials" file. A copy of the Plan shall be included in the T&D Operations Manual. The Plan originals shall be kept on file in the T&D Engineering Library. A holder for the SPCC Plan (Standard Specification 1275.8000, Figure 15) is available from the Shuffleton Substation Department. 7.3.2 OIL SPILL CONTAINMENT KITS The equipment and materials in the Oil Spill Containment Kit, Puget Power Specification 3116.1011 and PCB Cleanup Kit, Puget Power Specification 4511.2109, are available at each Line Headquarters or Service Center. Additional spill response materials such as absorbents are generally available there also. Additional kits and materials are available through General Stores. Copies of all relevant Standards are attached to this Plan. SPILL EVENT: CONTAINMENT AND COUNTERMEASURE PROCEDURES 8.1 GENERAL PROCEDURES Containment and countermeasure actions must start immediately. The primary objective will be to contain any spilled oil within the immediate area, and prevent its entry into any of the facility drain systems. General Procedures to be followed in any and all cases of an oil spill event are described below. 8.1.1 IDENTIFICATION The discoverer of the spill shall initiate immediate action to contain the spill, identify the source and stop the leak if possible. Oil spills identified as being from PCB -contaminated equipment require special precautions in accordance with Puget Power Standard Specifications and Practices noted in Section 8.2. Rev 3, SPCC Plan for SC Div Sub's, page 7 of 9 8.1.2 NOTIFICATION a. The SPCC Notification Chart, Fig. A-3, Appendix A, shows the lines of communication to be followed in the event of an oil spill. b. The oil spill discoverer shall immediately notify the General Foreman Substation Maintenance (System Operator after working hours) or designee. C. The local fire department shall be notified by the General Foreman Substation Maintenance or designee if there is a potential fire hazard. d. The Licensing & Regulation Department shall be notified in the event of a spill that is greater than 50 gallons, if it enters the drainage system, or if the area under a leaking PCB or PCB contaminated item has been affected. e. Licensing & Regulation shall contact the appropriate State and Federal agencies as required. licensing & Regulation shall be the only contact with State and Federal Agencies. 8.1.3 CONTAINMENT The containment and clean-up crew shall take action to: a. Confine and prevent any further spread and travel of the oil (see Standard 3116.1051). b. Plug nearby storm drainage pipes. Block catch basins by putting plastic sheeting under the catch basin grates and/or by building diversion dikes of absorbent or other material around the catch basin. Minimize the spread of oil by using dikes, channels, dams, and/or oil absorbent material (see Standard 3116.1051). C. Stop the oil leak at its source, for example: Plug the leak with any available material. If rupture or leak cannot be plugged, use bins, pans, barrels or containers to catch the oil if possible. d. In case of a large spill, construct check dams of oil booms or other material downstream from the oil spill. Absorbent materials, placed on the water behind the dam, may be used to clean-up oil trapped behind the dam. Rev 3, SPCC Plan for SC Div Sub's, page 8 of 9 8.1.4 CLEAN-UP The General Foreman Substation Maintenance or designee shall direct the collection of spilled oil, removal of contaminated soils and other materials, and shipment to General Stores (see Standard 6315.3020). Disposal of such oil and contaminated materials shall be arranged by the Supervisor General Stores at a location approved by the Department of Ecology. 8.2 PCB SPECIAL HANDLING PROCEDURES Special handling is required for a spill event originating from containers or electrical items that are labeled as containing PCB or PCB contaminated oil. The label used for identifying such containers and items is shown in Standard 1275.8000, Figure 14; clean-up is outlined in Standards 6315.3020 and 4511.2110. Any capacitor not labeled as non -PCB shall be assumed PCB. Kits for PCB clean-up are specified by Puget Power Specifications 3116.1011, Oil Spill Containment Kit, Stores Code 74100; and 4511.2109, PCB Clean-up Kit, Stores Code 74101. All Standards and Codes referred to shall be considered part of this Plan. The Licensing & Regulation Department shall be notified when the earth, concrete or asphalt under a leaking PCB or PCB contaminated device has been contaminated. Licensing & Regulation will verify for adequacy of clean-up. 8.3 ASSESSING THE SPILL EVENT In accordance with Section 8.1.2.d "Notification", Licensing & Regulation shall be notified and shall check the areas affected by the spilled oil to assess and quantify the environmental damage. 8.4 REPORTING REQUIREMENTS Report all oil spills using the "Transformer or Capacitor Oil Spill Report," Form #762.18, Puget Power Specification 1275.8000, Fig. 14. Rev 3, SPCC Plan for SC Div Sub's, page 9 of 9 A P P E N D I X A FIGURES SPILL PREVENTION CONTROL AND COUNTERMEASURE PLANS 1-Dec-1987 FOR PUGET POWER FACILITIES Page 1 DIVISION: SOUTH CENTRAL FACILITY LOCATION TYPE TYPE NAME VALVE ASBURY 4211 S 173RD & 43RD AV S, KING CO 'TRANS I BELMORE 31628 PACIFIC HWY S, FEDERAL WAY DISTR BERRYDALE 24810 156TH AV SE, KING CO TRANS I BOEING AUBURN W SIDE OF HOEING B/W BOEING & R.R., ENTER ON 15TH SW DISTR BOW LAKE 2830 S 176TH ST & PACIFIC HWY, KING CO DISTR CHRISTOPHER 1002 37TH NW, AUBURN (S 292ND ST & HWY 167) TRANS COVE CABLE STA. COVE NEAR SW 166TH ST, VASHON ISLAND CBL DES MOINES 1321 S 222 & 14 AV S, DES MOINES DISTR EARLINGTON SW 16TH & APPROX. SENECA ST, RENTON DISTR EAST VALLEY 20810 84TH S, KENT DISTR ELLINGSON 4104 "A" ST SE, AUBURN DISTR FAIRWOOD 14007 PETROVITSKY RD, KING CO DISTR FREEWAY ( 2845 S 221F DES MOINES DISTR GRADY 991 TALBOT ROAD SOUTH, RENTON DISTR M/O HARVEST 7023 S 222ND ST, KENT DISTR AFL HAZELWOOD 7024 116TH AV SE, RENTON DISTR HIGHLANDS 2405 NE 12TH, RENTON DISTR HOBART SE 216TH ST & APPROX. 276TH AV SE, MAPLE VALLEY/HOBART AREA DISTR AFL KENT 214 NADEN AV (S OF MEEKER ST, W OF MILWAUKEE R.R.), KENT DISTR KITTS CORNER 14234 16TH AV S, FEDERAL WAY DISTR LAKE MCDONALD 19704 SE 128TH WAY, ISSAQUAH DISTR LAKE MERIDIAN 13420 SE 240TH, KENT DISTR LAKE WILDERNESS 20820 SE 240TH, KENT DISTR LAKOTA 1257 SW 312TH, FEDERAL WAY DISTR LEA HILL, 12301 SE 312TH, AUBURN DISTR LIQUID AIR 8008 S 222ND (LIQUID AIR FACTORY), KENT DISTR M STREET 1140 "M" ST SE, AUBURN DISTR MANHATTAN 430 S 192ND, NORMANDY PARK DISTR MAPLEWOOD SE 128TH ST & 155TH AV SE, RENTON AREA DISTR MARINE VIEW 29305 18TH AV S, FEDERAL WAY DISTR MERIDETH 3801 AUBURN WAY N, AUBURN DISTR METRO-RENTON - DISTR AFL MIDWAY 2857 S 221ST, MIDWAY TRANS I NELSEN CABLE STA. 2600 WEST VALLEY HWY, RENTON CBL NORPAC S 192ND EAST VALLEY HWY, KENT DISTR NORTH NORMANDY 17301 AMBAUM BLVD S, NORMANDY PARK DISTR 0 BRIEN 22200 WEST VALLEY HWY, KENT TRANS M/O OLYMPIC RENTON 2929 E VALLEY RD, RENTON DISTR ORCHARD 10301 SE 244TH, KENT DISTR ORILLIA 7235 S 182, KENT DISTR PANTHER LAKE 11845 SE 192ND, KENT DISTR PIPE LAKE 27117 204TH AV SE, KENT DISTR PRESIDENT PARK 475 UNION AV NE, RENTON DISTR ENGINEERING DATA MANAGEMENT REPORT NO. SPCC03 SPILL PREVENTION CONTROL AND COUNTERMEASURE PLANS 1-Dec-1987 FOR PUGET POWER FACILITIES Page 2 DIVISION: SOUTH CENTRAL FACILITY NAME LOCATION TYPE TYPE VALVE QUENDALL CABLE STA. I 505 LAKE WASHINGTON BLVD N, RENTON I CBL I I REDONDO I 2015 S 260TH, REDONDO I DISTR RENTON JUNCTION I 2720 W VALLEY HWY, RENTON I DISTR ROBINSON POINT CABLE STA. I ROBINSON POINT, MAURY ISLAND CBL I I ROLLING HILLS I 11426 SE 169TH, RENTON I DISTR I I SEQUOIA I 124TH AV SE & S OF SE 274TH. KENT AREA I DISTR I M/O I SHUFFLETON I 1101 LAKE WASHINGTON BLVD, RENTON TRANS ( M/0 SOOS CREEK 27120 SOOS CK DR SE, KENf I DISTR I I SOUTH DES MOINES CABLE I 22755 MARINE VIEW DR, DES MOINES I CBL SOUTHCENTER I 16801 SOUTHCENTER PKWY, TUKWILA I DISTR I I STARWOOD I 34717 21ST AV SW, FEDERAL WAY I TRANS SWEPTWING I 19829 28TH AV S, ANGLE LAKE I DISTR TALBOT HILL I 2400 S PUGET DR, RENTON I TRANS I � TUKWILA CABLE STA. I 5151 S 168TH, MCMICKEN HEIGHTS I CBL VASHON I SW 196TH ST & 107TH AV SW, VASHON ISLAND I DISTR WEST AUBURN I CLAY ST (J ST NW) & 6TH ST NW, AUBURN I DISTR I M/O I WEST CAMPUS I S 348TH ST & 4TH AV S, FEDERAL WAY AREA(S/B ENGZD C.00T1,87) I DISTR AFL WEYERHAEUSER I S 320TH ST 32ND DRIVE S, KING CO I DISTR ZENITH I 1654 S 240TH ST, DES MOINES I DISTR I AFL ENGINEERING DATA MANAGEMENT REPORT NO. SPCC03 OIL SPILL DISCOVERER I GENERAL FOREMAN SUBSTATION MAINTENANCE OR DESIGNEE (System Operator after working hours) I SUPERINTENDENT OR DESIGNEE I OTHERS AS REQUIRED: MANAGER OF OPERATIONS OR DESIGNEE NOTE: See Section 1 for telephone numbers CLEAN-UP CREW(S) ( LICENSING & REGULATION I OTHERS AS REQUIRED: DEPARTMENT OF ECOLOGY EPA COAST GUARD I I OTHERS AS REQUIRED: OUTSIDE ENVIRONMENTAL CLEAN-UP SERVICES FIRE DEPARTMENT POLICE DEPARTMENT SPCC Notification Chart S. CENTRAL DIVISION SUBSTATIONS Figure A-2 A P P E N D I X PUGET POWER STANDARDS -- PUGET POWER STANDARDS -- NUMBER TYPE DESCRIPTION 801.5211 Standard Spec. OIL SPILL KIT MATERIALS 1275.8000 Standard Spec. MARKERS, SIGNS, LABELS, TAGS AND FORMS Fig. 12-B Decals, "Non -PCB" and "Less than 50 ppm PCB" Fig. 13-A Decal, "Distribution Transformer Cleanup Only" Fig. 13-B Decal, "Waste Transformer Oil" Fig. 14-A Decal, "Contents" Fig. 14-B Decal & Sign "Caution, Contains PCBs" Fig. 14-C&D Decals, Shipping, PCB and TCB Fig. 14-F Form, "Transformer & Capacitor Oil Spill Report" Fig. 15-A Sign & Decal, "In Case of oil Spill" Fig. 15-B SPCC Plan Holder 3116.1011 Standard Spec. OIL SPILL CONTAINMENT KIT 3116.1051 Standard Prac. OIL SPILL CONTAINMENT KIT, USE OF 4020.1271 Standard Prac. TRANSFORMER, NON -LEAKING, DISTRIBUTION, SHIPPING OF 4511.2108 Standard Prac. CAPACITORS, ASKAREL (PCB) -FILLED RECORDING LOCATION & DISPOSITION OF 4511.2109 Standard Spec. KIT FOR PCB CLEAN-UP 4511.2110 Standard Prac. CAPACITOR, PCB -FILLED & TCB-FILLED, HANDLING, IDENTIFYING, STORAGE AND ENVIRONMENTAL CLEANUP OF 6315.3020 Standard Prac. OIL SPILL CLEANUP FOR DISTRIBUTION TRANSFORMERS 6315.3030 Standard Prac. CLOR-N-OIL 50 PCB TEST KIT, INSTRUCTIONS FOR USE yr- GENERAL: Shown above is type of hardware cloth GENERAL: Shown above is the type of oil abosrbent required. boom required. SIZE: 1/4" Mesh, 36" Wide, 30 Feet Length MATERIAL: Flotation Oil Containment Type with Plastic Netting over entire Boom. SIZE: 20' Length, Dia. - 4-1/2" SUPPLIER PUGET CODE MANUFACTURER PUGET CODE Seattle Hardware Envirosorb Order by Description 72370 Order by Description 72249 (Regular, 20 ft, w/o clips) HARDWARE CLOTH BOOM, FLOTATION OIL CONTAINMENT TYPE OM JB JB 16 36 I TOP 6' --- — -- .. VIEW LS � 36 GENERAL: Shown above is the type of wood stakes required. GENERAL: Shown above is the type of oil ab- MATERIAL: Wood without Defects sorbent sheets required. SIZE: 2" X 2" X 6' MATERIAL: Flotation Oil Containment type SIZE: 36" X 36" X 3/16" PACKAGING: 6 stakes per unit MANUFACTURER PUGET CODE PACKAGING: 50 per box Seattle lumber MANUFACTURER PUGET CODE Order by Description 74900 Pj26 Envirosorb Order by Description 74825 SHEETS, OIL ABSORBENT STAKE, WOOD r. i G WING NUT GENERAL: Shown above are the types of rake and pitchfork required. GENERAL: Shown above is the type of drain pipe plug required. SIZE: Rake Pitchfork MATERIAL: Plastic with Synthetic Rubber Head Width -- 15" No. Tines - 4 Handle - 5' Tine Length - 15 SIZE: 4", 6", 8" Head Width - 10-3/4" Handle - 4-1/2' PACKAGING: Std. - 6 Std. - 3 SUPPLIER PUGET CODE Renton Concrete Products MANUFACTURER & CATALOG NUMBER PUGET True Temper CODE 4" - 7460 Order by Description 6" - 74607 Rake B15 74750 8" - 74605 Pitchfork R01545 74590 RAKE AND PITCHFORK PLUG, DRAIN TILE, PLASTIC ®"VET 1 OF 2 AROMEp STANDARD SPECIFICATION + OIL SPILL KIT MATERIALS 801,5211 FIRST REVISION MARCH 21, 1983 GENERAL: Shown above is the type of cutters for cutting hardware cloth required. SIZ E: 10" SANUFACTURER be CATALOG NO. PUGET Wiss Crescent CODE A-11 S-410 72312 WIRE CUTTERS (TIN SNIPS) 11 GENERAL: Shown above is the type of empty one gallon can required. SIZE: 6-1/2" W 9-1/2" H 4" D CAPACITY: One Gallon MATERIAL: Metal MANUFACTURER PUGET CODE General Can Company Order by Description 72300 CAN, ONE GALLON, METAL COM SPC SUB 16 TLS DP/26 2 of 2 STANDARD SPECIFICATION OIL SPILL KIT MATERIALS PONWER 801.5211 FIRST REVISION MARCH 21, 1983 STANDARDS E PERFORMANCE MANUAL PUGET POWER TO: SPECIFICATION MANUAL HOLDERS FROM: MANAGER/T&D CONSTRUCTION SERVICES 5 �� SUBJECT: STANDARD SPECIFICATION MATERIAL DESCRIPTION IITLE: OIL SPILL KIT MATERIALS LONG DESCRIPTION: OIL SPILL KIT MATERIALS FLOTATION OIL CONTAINMENT TYPE 18' x 18' x 3/16' STD. PKG. 200 MATERIAL SHCRT IDENTIFICATION DESCRIPTION 7482500 OIL ABSORBENT SHEETS MANUFACTURER 3M ENVIROSORB ERGON SORBENTS SPC OIL SORBENT 29-May-1986 Page 1 SPM - 801.5211 REV#: 001 DATE: 29-May-86 CATALOG TYPE 151 BY DESCRIPTION E200 GRADE 200 COMMENTS: CORRECT 3M TYPE FROM 156 TO 151 TO DENOTE 3/16' IHICKNESS. ADD ERGON AND SPC. NOTE: FILE WITH STANDARD NUMBER 801.5211 Pl/GET Standards & Performance POWER Manual 1,, SUBJECT: STANDARD SPECIFICATION Iry I — TITLE: MARKERS, SIGNS, LABELS, TAGS, AND FORMS BAD ORDER TRANSFORMER ONMOYAL ca Osr.Mab+elnwrlwn a" "rally, skinevern to ream Reirro ed by Hgtrs. Date site serial No. Cause of Removal Address Transformer or Grid No. Claim No. Nbrkorder No. NEW TRANSFORMER Stores MatenalID IoVA vmw O O Oft ❑ UG Ole ON O PM O Otter Installation Crew: Complete and give tag to storeroom before removal from storage eras pry to re•imtallation. Installation Mbrkorder No. Date Foreman USED TRANSFORMER Stores Mabnal10 WA lbltaga O ❑ OH O UG O It ❑ 38 ❑ PM ❑ 0"w Ramwel Crew. Notify storeroom of retum Installation Crew Complete and give tag to storeroom before removal from sloreRe area prior m rrindellation. Installation Mlorhorder No. Date Foremen SPM — 1275.8000 REVISION 1 PAGE 9 OF 21 Aug. 8, 1986 THIS SIDE FOtI TRANSFORMER SHOP USE ONLY Mfr. Year — serial No. O Damaged by lightning O Error in installation O Burned out due to overload O Internal fuse link blown O Internal failure — moisture in trfs O Leaks oil O Corrosion O Faulty secondary terminals O O Redid interMance O Other (describe) O Car -poke accident O Primary, bushing and/or leads broken Action Taken O OH O UG O PAD O Under warranty/Retuned to mfr. Signed Date tr rr�r o n—rrw-wa.ieawwi TEST TAG NEW TRANSFORMER O This transformer has been subjected to an insulation test at rated vottage by the manufacturer. For specific test information about this transformer, contact the Purchasing Department. Received by Date Headquarters TEST TAG USED TRANSFORMER OChock One. ❑ Transformer was removed from active service in good operating order and is considered as being tested at rated voltage ❑ Transformer was slop tested Received by Date HQ Removal Workorder No. FIGURE 11 Transformer Condition Tags A. "Bad Order Transformer" Tag [ Material ID - 3861300 ] B. "New Transformer" Tag [ Material ID - 3862400 ] C. ffiJsed Transformer" Tag [ Material ID - 3863100 ] PllGET Standards & Performance P0AVAE/V Manual SPM -- 1275.8000 SUBJECT: STANDARD SPECIFICATION TITLE: MARKERS, SIGNS, LABELS, TAGS, AND FORMS CAUTION Ai�,r HIGH VOLTAGE O This device contains less than 50 PPM polychlorinated Diphenyls PUGET POWER M 3 ---�j NON —PCB M 2,1 CONTAINS LESS THAN ONE PART PER MILLION PC6 PVOET POarfR (E) FIGURE 12 Transformer & Oil Filled, High -Voltage Equipment Decals REVISION 1 PAGE 10 OF 21 Aug. 8, 1986 Hamd" wlbga. Can �� or � death. Keep out If open or unlocked, Immediately call AOCIANr /,0WILW A. "Caution, High Voltage" Decal [ Material ID - 3760600 ] B. "Non -PCB" Decal [ Material ID - NONE ] "Less Than 50 PPM PCB" Decal [ Material ID - Bone] C. "Danger, Hazardous Voltage" Decal [Material ID - 37610001 DISTRIBUTION TRANSFORMER CLEANUP ONLY FIGURE 13 Transformer Oil Clean-up Decals WASTE rm TRANSFORMER oiL A. "Dist. Transformer Clean-up Only" Decal [ Material ID - 3849800 ] B. "Waste Transformer Oil" Decal [ Material ID - 3849900 ] PUGET Standards & Performance POwEA Manual SUBJECT: STANDARD SPECIFICATION TITLE: MARKERS, SIGNS, LABELS, TAGS, AND FORMS 1583 CONTENTS r«« e•,«..0 •Pp,e•.I< pu•.w a Inm<•I• wnau,U..Irr. ,•.ulr.q .gym • ..Iwvoor m•n.,, PnnUq a sw�on.ny uu-I LIQUII(] Ty - OJ "y Q OU PCV O PPM PCB BY TOT_ P. •<A �aprnolOt--G.IA mount G•I_p1 Otz, p Xwn• AwoM,l_ LEAXIXG CAPACITOR MOM MAXY•_SMEIISI Yrw MUM-LEAXIMG CAPACITOR❑ MOM MAMY•_SQE]ISI___k.. DIXra MPOSASLE CLOTMIXG AMDIO. COMTAMIMATEO MATERIAL ❑ APILT tw Lod 10 wW TOP .t VW—,Wn PSMIR TO CLCSMG A T—OWT,IO. M Y I(eptR: suniu�,en 1�.Te %I TUAL IIATE MLED GROAf VM.T DA It, S,IIPPED TO GE„EAAL STORES TO SMUFFLETOM DATE AECEIYEO AT GENERAL STO.FS 0 POLYCHLORINATED BIPHENYLS� O RM-E((,-'RQ1 U N 2315 1191 0 SPM — 1275.8000 REVISION 1 PAGE 11 OF 21 Aug. 8, 1986 % CAUTION / CONTAINS / 00 PCBs00 / (Polychlorinated Boi * yls) / I..k Mvkrl trift.1 .M1 nwMA IN M. / /A ed �—MI y.Ri.l MM�NIy .1 1, .ee.rd.Iw U.L NMvk.MIYY.IYMI he We 1.M Ago-y Rea-1 ,. / / 10 CH 761. /.< plywl IMfrlM.0" t.Mt.tt the M..,.w U.I. IJ.R. OM - / / IM e.•..f .e W-t r WN, aN t.fl f— 0. / /u.t. Cww 0" tE.t1.M.1 N.Ry.nr GMM,: D00•A9Hf102 / Ain C.~ / T.I. M.. / `J TRICHLOROBENZENE ORM-E U N 2321 TRAMSFORHER 06 CAPACITOR OIL SPILL IV I N! 6000 /tM�P AND PCR TEST REQUEST Dr w r.rMlw „r• Pr. syr r,l,• Y.. r M Aa rr.,l,.rr. r Mr. w,+w� wwrw P•P.ti •rw r • PrM. r•.r• ywarww• rrr.w twry Lr,r l.••w•. •rw. rrr.wrr•w. rwr<r, ,•wrr+,IJ . NY ti •rnwllu r Mw• w Pt.lul YRIMtI O �w.rb�ttvr ❑IIA..�.rb tr.rM4 Oorrb..w..w.� Or+brrw...r wr.w Os,..w tAr. •+sr O•r.� Or..,�—rr o cw.w u. rr..b ❑..,.. b..r rl.... or�.l.ww oo.. oY Yw- , FIGURE 14 Chemical Cleanup & Shipping Decals, Signs & Forms A. "Contents" Decal [ Material ID - 3849300 ] B. "Caution, Contains PCBs" Decal [ Material ID - 3849100 ] "Caution, Contains PCBs" Sign [ Material ID - 3849000 ] C. PCB 11ORM-E, UN 2315" Decal [ Material ID - 3849500 ] D. TCB "ORM-E, UN 2321" Decal [ Material ID - 3849600 ] E. 11ORM-E, NA-----t1 Decal [ Material ID - 3762200 ] F. "Transformer & Capacitor Oil Spill" Form [ P & S No. 762.18 1 p11ORT Standards & Performance oOwEA Manual SPM -- 1275.8000 SUBJECT: STANDARD SPECIFICATION TITLE: MARKERS, SIGNS, LABELS, TAGS, AND FORMS T rIN CASE Of OIL SPILL* 1. IDENTIFY SOURCE AND STOP LEAK IF POSSIBLE. 2. NOTIFY CREW DISPATCHER OR (SYSTEM OPERATOR AFTER 12 WORKING HOURS). 3. CONTAIN SPILL. DETAILS OF OIL SPILL ►NEVENT ION PLAN LOCATED INSIDE. SPCC Ni• FIGURE 15 SPCC Signs And Plan Holders A. "In Case Of Oil Spill" Sign [ Material ID - 3850000 ] "In Case Of Oil Spill" Decal [ Material ID - 3850100 J B. SPCC Plan Holder [ Material ID - NONErem ] �r�-nr• d -_ ...Ohms 111A1 psi 1RD HAT AREA DANG�E�R . KEEP OFF Er. u REVISION 1 PAGE 12 OF 21 Aug. 8, 1986 1/Y .I r. vt• iiY�ir �z IF IT'S NOT GROUNDED IT'S NOT DEAD W •...s WHIT is L i t 4. r r.or EDcu ((,) FIGURE 16 Warning Signs A. "Danger, Hard Hat Area" Sign [ Material ID - 3844900 ] B. "Danger, High Voltage" Sign [ Material ID - 3844800 ] C. "Danger, High Voltage, Keep Off" Sign [ Material ID - 3847000 ] 1). "Not Grounded, It's Not Dead" Sign [ Material ID - 3851200 1 ,-. 1%_1 ``.- COM MTL SPC SUB 16 GENERAL: REQUIREMENTS: 1 30' 1 6 1 2 2 2 1 4 12 1 ea. 2 4 2 1 1 4 2 1 2 Pr. 2 Pr. 2 Pr. 2 Pr. 1 Bx 1 1. The oil spill containment kit and items listed below are purchased by General Stores, and stocked in General Stores. Order complete kit or replacement items by material code numbers shown below. 2. See Standard 3116.1051 for use of items in this kit. ITEM Complete Kit Bag/of Oil Absorbent sheets 36" X 36" X 3/16" Hardware Cloth, 1/4" Mesh Pitchfork (cover with hardware cloth) Wood Stake, 2" x 2" x 6' Roll Polyethylene Sheeting, 10' X 1001, 4 Mil, Clear Square Shaped Shovel - 4-1/2' Round Pointed Shovel - 4-1/2' Rake Hammer, 20 Oz, Ripping & Asst. Of Nails Boom, 20' Lengths, Flotation Oil Containment Type Plastic Bag, Heavy Duty, 3 mil 32" X 52" Drain Plugs, 4" 6" 8" Decal, PCB Decal, Drum Contents 55-Gal Drum Axe (hatchet) Wire Cutter One Gallon Can, Empty Bag (50 lbs.) Absorbent Material Reel Poly Fishline Disposable Gloves Disposable Non -breathable Coveralls, Large, Gray Disposable Boots Goggles Respirators (Mask) #8710 10' Length 6" PVC Conduit (DB) COMPLETE KIT pucEr ,.r PO�YER OIL SPILL CONTAINMENT KIT STANDARD NUMBER PUGET CODE 3116.1011 74100 801.5211 74825 801.5211 72370 801.5211 74590 801.5211 74900 801.5124 74576 801.2273 74852 801.2271 74850 801.5211 74750 801.2212 73550 801.5211 72249 801.5121 72200 801.5211 74609 - 4" 74607 - 6" 74605 - 8" 4510.2121 38491 4510.2122 38493 308.1281 72600 801.2171 72187 801.5211 72312 801.5211 72300 308.1282 44608 801.2811 Sm Tools 801.5153 68580 801.5151 68107 801.5151 72250 801.5130 68650 801.5149 68750 (2227.6331 76351 ) (To be supplied by Headquarters ) STORES CODE 74100 1 OF 1 STANDARD SPECIFICATION 3116.1011 THIRD REVISION FEBRUARY 28, 1983 COM CON SUB/1 /1-Ir't DP/24 XR 1. GENERAL 1.01 - fhe basic Polley In the event of an oil spill is to restrict the spW to as small an area as possible and then clean up the spill. This standard lists and describes the use of equipment and materials available in the oil spill containment kit, Standard 3118.1011, Puget Code 74110, to be used. A kit shall be rushed to the substation site when a report of an oil spW Is made to the Dispatcher, or System Operation. 2. OIL SPILL CONTAINMENT KIT EQUIPMENT AND MATERIAL 2.01 arwn vi vu nosoroent eels The oil absorbent s ets are water repellent. They are used to remove oU from the surface of a waterway or puddle. The amount of oil absorbed by the material is dependent upon the amount of surface area exposed. Therefore, the sheet should be broken into small pieces and spread on the surface of the water. See 2.05 for removal of oil soaked sheet material from the surface of the water. 2.02 - Thirt Peet of On uarter inch Mesh Hardware Cloth hardware cloth is used to build a net -a-cr-o-s—sa--3rainage ditch. Wood stakes (2.03) are used to anchor the cloth in place. The absorbent sheet material is placed on the surface of the water on the upstream side of the cloth. 2.03 - Six Wood Stakes 2" x 2" x 6' The stakes are as described in 2.02 and to anchor the flotation type oil containment boom (2.12) to the sides of a ditch or stream. 2.04 - One Roll Polyethylene Sheets - 12' x 100' The polyethylenesheeting used to line a trench or hole that has been dug for the purpose of collecting spilled oil. The object is to keep the oil from seeping into the ground. See 3.07. 2.05 - One Hardware Cloth covered Pitchfork Ine dware cloth covered p1tc or is used to gather and remove the oil absorbent materials from the surface of water. The soiled material is placed in a drum. 2.06 - Two Square Shaped Shovels he square shaped shovels are used to spread materials and make yard surface repairs. 2.07 - TwooSS does i ne spaoes are used to dig trenches and holes to control and collect spilled oil. The yard surface gravel can also be shoveled into a berm to limit the flow of spilled oil. The gravel berm should be covered with polyethylene sheeting to retain the spilled oil. 2.08 - Two Rakes FW rakes are used to gather the soiled absorbent materials for removal and leveling repaired areas. 2.09 - Hammer and an Assortment of Nails These are used as needed - na iTi—ng--&rdware cloth to stakes, bracing stakes, etc. 2.10 - 100 Feet of 1/4" Manila RoDe tie rope is used or barriers, guidelines, anchoring, etc. 2.11 - Two 55 Gallon Drums The drums are used to contain spilled oil and soiled materials. If oil contains (or is suspected to contain) PCB, have 1 pint tested for ppm. 2.12 - 100 Feet of Flotation T e Oil Containment Boom 20 Foot Len hs The boom us us to trap oil on t e sur ace o a stream or o water and prevent it from flowing downstream. it is laid on the surface of the water and anchored at each end. One end of the boom should be anchored further downstream than the other, forming a "V" close to the downstream end. The oll absorbent materials (2.01) or the contents of a boom, are then used to collect and remove the oil from the water's surface. 2.13 - Plastic Bags, Heavy Duty, 5' 4" x 4' 3" The bags are us to contain t e so ed material. I2.14 - Drain Plugs 4" 6" 8- -1 neSe are used to plug -the outflow outlet of a catch basin that spilled oil has entered or may enter. 2.15 - One Axe The axe is used in making stakes from tree branches if necessary and driving stakes into the ground. 2.16 - One Wire Cutter 's is us to cut the hardware cloth to the desired length or shape. 2.17 - Four Empty One Gallon Cans hese cans are used to bail the spilled oil from a trench, hole or improvised device in which the oll ties been collected. The bailed oil shall be emptied Into a 55 gallon drum. 2.18 - Absorbent Material 504 Bag This materi can be spread on concrete, asphalt, or soil to absorb excess oil. 2.19 - Disposable Gloves, Coveralls, Boots Respirator #8710, and Safety Goggles These items are or personnel protection. 1.20 - Decal, PCB Identification This decal shall be applied to containers with contents contaminated with PCB. 1 OF 4 STANDARD PRACTICE -OIL SPILL CONTAINMENT KIT, USE OF 3116.1051 FIRST REVISION 2. OIL CONTAINMENT KIT EQUIPMENT AND MATERIAL (continued) 2.21- Decal "Contents" - This ec to applied to containers with contents that wW be shipped out of the Company for disposal. 2.22 - 10' Drain Pipe See 02 which shows the now allowed to continue thru the drain pipe while the oil is trapped at the dam. Possible path of oil flow ZZ- I 3.02 - Where Oil has Entered Ditch or Drainage Channel Station drainage ou let. Flow Surface iecee of Oil Sorbent Pad lugged Drain I —Plov yy I —Catch Basin Drainage Ditch Earth Dam Drain Pipe Ithru Flov -ection" THRU DAM SECTION 2 OF 4 JaMpk-T STANDARD PRACTICE ~AWAF 3116.1051 OIL SPILL CONTAINMENT KIT, USE OF FIRST REYISION SEPTEMBER 25, 1981 1 COM CON SUB/16 D P/ 24 XR 3. USE OF CONTAINMENT KIT EXAMPLES (continued) / 3.03 - For Large Volumes of Oil on Stream j //x, Flow //� /�/ 10' Oil Sorbent Booms Tied Together BoomBoom 3_04 - For Small Volume of Oil on Stream Flow \ �mpound ed Oil Anchor Each End of Boom COM SUB Oil Sorbent Boom 'jam l i 3.05 - For Small Stream - Slow Moving MKT CON , Oil Sorbent Material _ L Hardware Cloth Fence AWMGAE7' 3 OF 4 POff�ER STANDARD PRACTICE OIL SPILL CONTAINMENT KIT, USE OF 3116.1051 FIRST REVISION SEPTEMBER 25. 1981 3. USE OF CONTAINMENT KIT EXAMPLES (continued) 3.06 - For Large Volume of Oil Trapped within Substation Sand Berm Line Hole with Polyethylene Sheeting Oil Trapped Within Dig Hole for Use Rocks to Anchor Sheeting O11 Removal s/ 0 0 00 000, Rock v 00 O . .. Sand Bentonite Sane Bail Oil into Drums or Pump into Trucks 3.07 - For Oil That has Penetrated Substation Sand Berm Yard Surface Dig Hole Outside of Bermed Area for 031 Line Hole with Polyethylene Sheeting Removal Rock 0 0 °o oongooQppdCQ Sand .— ll Bail Oil into Drum or Pump into Tank Trucks 3.08 — For Large Volume of Oil Trapped within Substation Yard Coarse Line Hole with Polyethylene Sheeting Dig Hale for \ Trapped 01 011 Removal i� Base Coarse —.. O : a :'�•'SA:o;o o —�� ✓_ 4OF4 STANDARD PRACTICE 3116.1051 FIRST REVISION SEPTEMBER 25, 1981 Use Books to Anchor c►,P.r�o q v. o'D•�.0. 0 Bentonite Base --- /L_ Bail Oil into Drum or Pump into Tank Truck OIL SPILL CONTAINMENT KIT, USE OF Yard Coarse Pl/GET i`-- '~W,FAT 1 COM CON SUB 16 DP/40 0.4V NS FIGURE I GENERAL: FIGURE III FIGURE ❑ 1. This standard specifies the requirements necessary to meet EPA, DOT, and ICC ruling-, when shipping new or used non -leaking distribution transformers. These requirements ensure adequate stability to prevent damage and spillage of transformer oil while being transported. 2. See Standard 4020.1253 for shipping leaking transformers. 3. This standard shall be followed when shipping transformers from the Transformer Shop, from a Line Headquarters, or other shipping point. Drivers of Puget Power vehicles are responsible for their load and have the right to refuse any shipments. 4. All transformers being shipped from Line Headquarters shall be tagged per Standard 4U20.1215. 5. All non -leaking distribution transformers shall be shipped on pallets. 6. Pallet shall be inspected to see that it is structurally sound for the transformer that will be placed on it. That is, pallet shall not be rotten, have any broken boards, very thin boards, or other weak areas such as very large knots. If transformers have been stored for an extended length of time on pallets, they may require re-palleting before shipping. 7. All overhead and total underground transformers shall be securely strapped to pallets with i" polyester strapping material. Metallic strapping shall not be used. Whenever possible, strapping shall be secured to the transformer lifting lugs as shown in Figures 1 do 11. If the design of the lug prevents its use for this purpose, the strapping may be routed as shown in Figure Ill. Strapping shall not be routed next to or secured to bayonet fuse assemblies or primary and secondary bushings. 8. With proper positioning, several overhead and total underground transformers may be strapped on a single pallet. Generally the following guidelines can be used: TRANSFORMER CAPACITY UANTITY 40" X 32" 29" X 30" PALLET PALLET 5,10,&15kVA 4 2 25 kVA 3 1 37 do 50 kVA 2 1 75 kVA & Above 1 0 Transformers shall be arranged on the pallet so they will be unable to contact each other during shipping. When possible, overhead transformers shall be positioned with secondary bushings toward the center of the pallet. This will provide maximum protection from breakage (Figure 111). PVaET I OF I POWIFAV TRANSFORMERS, NON -LEAKING, DISTRIBUTION, STANDARD PRACTICE SHIPPING OF 4020.1271 AUGUST 8, 1984 1. GENERAL �M SUB 40 DP/1 XR 1.01 - This standard outlines the procedure for recording the location and disposition of line and substation power factor correction capacitors containing polychlorinated biphenyls (PCB). These procedures ensure compliance with rulings of the Environmental Protection Agency. 2. RECORDS FOR LOCATIONS OF PCB -FILLED CAPACITORS 2.01 - Records of location and number shall be kept by the Substation Department, Shuffleton, for all substation sites containing PCB -filled capacitors. The records shall be maintained for at least five (5) years after the facility ceases to contain PCB -filled capacitors in the prescribed quantities. Records shall contain the following information: a. Station Name b. Station Address c. Initial Number of PCB -Filled Capacitors in Service d. Numbers of PCB -Filled Capacitors Removed e. Dates Removed f. Numbers of PCB -Filled Capacitors Added g. Dates Capacitors Added See Form-1, Page 2 2.02 - A sign shall be placed in each substation facility containing PCB -filled capacitors identifying the Substation Dept., Shuffleton, as to the location of all disposal records. See Form-3, Page 4 2.03- Notice of transfer or relocation of PCB -filled substation capacitors shall be sent to the Substation Department, Shuffleton, for all sites containing PCB -filled capacitors. The notice shall include the following information: a. Station Removed From or Added To b. Number Removed or Added c. Relocation Site d. Date of Transfer e. Reason for Removal or Addition See Form-4, Page 4 3. RECORDS FOR STORAGE SITE OF LINE AND SUBSTATION CAPACITORS Standard 4511.2110 requires the storage site of all non -reusable PCB -filled capacitors to be General Stores. Records regarding the final disposition of these PCB containing capacitors shall be maintained by General Stores for five (5) years. Records shall contain the following information: a. Date of Receipt b. Date of Transport for Disposal c. Transport Agent d. Number of PCB -Filled Capacitors Transported for Disposal e. Disposal Agent f. Disposal Site Address See norm-2, Page 2 4. - The above records shall be prepared annually for each facility by July 1, covering the previous calendar year. 5. FORMS 5.01 - All forms shall be copied from the standard pages for use. 5.02 - Completed forms for substation PCB capacitor installations to be sent to Substation Department Shuffleton. PUCEr I OF 4 POA FR CAPACITORS, ASKAREL (PCB) -FILLED STANDARD PRACTICE RECORDING LOCATION AND DISPOSITION OF 4511.2108 FIRST REVISION FORM-1 STATION ADDRESS ,Y TOTAL DATE NO. ADDED PCB NON PCB NO. REMOVED PC8 CAPACITORS IN STATION InitialFLD xx MTL JMKTI � P11OWT 2 OF 4 STANDARD PRACTICE CAPACITORS. ASKAREL (PCB) -FILLED 4511,2108 FIRST REVISION RECORDING LOCATION AND DISPOSITION OF SEPTEMBER 10, 1981 FORM-2 DISPOSAL OF PCB -FILLED CAPACITORS DATE O O F w > O W N U Q ~ TRANSPORT AGENT DISPOSAL AGENT DISPOSAL SITE NUMBER OF PCB - FILLED CAPACITORS i P110*7 pQwEA CAPACITORS, ASKAREL (PCB) -FILLED RECORDING LOCATION AND DISPOSITION OF AN ARD PRACTICE 4511.2108 FIRST REVISION SEPTEMBER IU, IY81 FORM-3 RECORDS CONCERNING THE DISPOSITION OF ALL PCB -FILLED SUBSTATION CAPACITORS AFTER JULY 2, 1978 ARE LOCATED AT THE SUBSTATION DEPARTMENT, SHUFFLETON FORM-4 NOTICE OF RELOCATION OR ADDITION OF PCB -FILLED CAPACITORS STATION__________ DATE REMOVED ADDED PCB -FILLED CAPACITORS REMAINING IN STATION REASON FOR ADDITION OR RELOCATION: „"k, OF 4 J AN ARD PRACTICE CAPACITORS, ASKAREL (PBC)-FILLED ~AW*V 4511,2108 RECORDING LOCATION AND DISPOSITION OF IRST REVISION SEPTEMBER 10, 1981 5I *-T5O M CON TLS SPC 2 -�{ Broom with Handle Box With Lid 4 pts. Trichloroethane Boots Paper Towels 2 Shovels Plastic Bag with Coveralls, Gloves 9 Masks 8 Plastic Bags 50 lbs. Quick Sorb Plastic Sheet Pallet 2 Plywood -/ 1 �+-- 12 �4 Lid Pail with 31 10" inside dia. Tape inside 1;I:N LU AL: 1. Drawings above show the heavy cardboard box and pallet required for containing the items listed on page 2 to be issued by the headquarters storeroom for cleaning up polychlorinated biphenyl (PCB) spills. 2. Box with base and contents shall be sealed and issued by General Stores to headquarters storeroom and DP/ 16 stored undercover. XR 3. Box shall remain sealed until required for use. Following spill cleanup, box shall be returned to the headquarters storeroom, to be restocked and resealed. 4. A 55 gallon drum shall be issued with this box. 5. If box becomes damaged order new replacement to be used on existing base. `0ATERIAL: As indicated in drawing above. Y 1- 1981 ITI-A MANUFACTURER AND CATALOG NUMBER LIST PRICE PUGET CODE / Industrial Crating & Packing (ICP) 'Rainer Pallet Corp l Kit flux, Pellet do Contents $ 160.00 74101 Box 5-1/2' x 2' x 10" Box of 2-ply cardboard per Std. 4511.2109 18.00 72261 *Pallet 5-I/2' x 2' x 1/2" plywood w/4 x 4 support per Std. 4511.2109 12.00 74555 'Rainier for only the pallet. C PUGET i OF POMEN KIT, INCLUDING BOX, PALLET 8 CONTENTS STANDAnD SPECIFICATON FOR PCB CLEANUP 4511.2109 SEPTEMBER 25, 1981 QTY• ITEM STANDARD CODE M 4 Pt. 1, 1, 1, Trichloroethane 2247.6615 44224 8 Plastic Bag 801.5121 72200 1 Sheet of Clear Plastic 10, X 100' 801.5124 74576 1 4-1/2' Rd. Point Shovel 801.2271 74850 COM COY 1 4-1/2' Sq. Point Shovel 801.2273 74852 TLS SPC 1 Push Broom,18" 750.5027 44499 1 Push Broom Handle 750.5027 45010 1 50# Bag Oil Absorbing Material (Cleaner, Floor) 308.1282 44608 6 Packs Scott Wypall Paper Towels 801.4501 45050 5 Rolls Plastic Tape 2248.1764 81764 6 PCB Labels (decals) 4510.2121 38491 6 "Contents" Decals 4510.2122 38493 3 Pr. Protective Gloves 801.5153 68580 3 Pr. Protective Boot Covers 801.5151 72250 DP/16 2 Pr. Protective Coveralls (Gray or 801 .5151 68107 XR Blue 68108 2 Masks 801.5149 68750 1 Pail, 14 Qt., Galy. 750.5028 74549 To nccompuny above 1 or 2 55-Gal Drum with Lid 308.1281 72600 1 or 2 55-Gal Drum with Bung Hole 308.1281 72601 2 of 2 STANDARD SPECIFICATION 4511.2109 SEPTEMBER 25, 1981 KIT, INCLUDING BOX, PALLET & CONTENTS FOR PCB CLEANUP PucErl 1. GENERAL 1.01 - This standard outlines the procedures for handling, staring, transporting, disposal, and environmental cleanup of lln, and substation capacitors containing polychlorinated biphenyl (PCB) and trichlorobenzene (TCB). These procedures ensure compliance with rulings of the Environmental Protection Agency and guidelines of OSHA and NIOSH to protect the environment, and health of Puget Power's workmen. See page 3 for chart Requirements of this standard are to be reviewed a minimum of once a year per federal regulation. 1.02 - Nearly all of the power capacitors on Puget Power's system as of the end of 1976 were filled with PCB. All of the capacitors purchased after August, 1976 are filled with non -PCB liquid as indicated on the capacitor nameplate. Trade names for PCB area Askarel, Aroclor, Asbestol, Chlorextol, Diaclor, Dykanol, Elemex, Hyvol, Inerteen, No- Plamol, Pyronal, and Saf-T-KuhL 1.03- A few non -PCB filled capacitors have been filled with trichlorobenzene (TCB) (ORM-E UN 2321), and some of these have been labeled "Special Handling Required ORM-E UN 2321 See Standard 4511.2110". For TCB follow instructions in 5.05 and 6.06. Other capacitors have not been labele4 but can be den led by the information on the chart shown on Page 3. 1.04 - All capacitors shall be treated as containing PCB unless nameplate or other sign specifically indicates non -PCB fluid. 1.05 - The entire pole -mounted PCB capacitor rack shall be removed even though only one capacitor has failed 1.06 - For heavy duty plastic bags see Standard 801.5121. 1.07 - For PCB cleanup use the Kit, Standard 4511.2109, Code 74101, available from each headquarters storeroom which Includes cleanup tools, materials, and personnel protection items. 2. MARKING CON 2.01 - Yellow signs and/or decal as shown on Standard 4510.2121 are required for PCB -filled CON �s eq capacitors as follows: GPE a. Signs shall be used to Identify. ENG 1. all temporary storage areas, SUB/40 2, each pole mounted capacitor bank by installing the sig n on the pole or capacitor rack, 3. each station capacitor bank by installing the sign on an isolating fence or the supporting structure. b. Decals shall be placed on every station or pole mounted capacitor unit when it is removed, unless it has a decal that was placed there previously. 2.02- Yellow PCB decal, Code 38491 and contents decals as specified on Standard 4510.2122, Code 38493, are to be affixed to shipping containers at the time they are filled with PCB contaminated substances for disposaL 2.03 - Federal regulations require decals on drums and bins that signify an International identification of the type of hazardous material contained, that is, POLYCHLORINATED BIPHENYLS (PCB) TRICHLOROBENZENE (TCB) ORM-E UN 2315 ORM-E UN 2321 _ Puget Code 38495 Puget Code 38496 DP/41 Standard 4510.2119 Standard 4510.2119 XR 3. PERSONNEL PRECAUTIONS (Only PCB) PCBs are very stable and not immediately toxic. PCBs toxicity has been shown in limited cases from long term chronic exposure and principally by ingestion. The following precautions shall be followed by all personnel handling capacitors containing PCB fluid a. Disposable plastic gloves shall be worn and, when necessary, disposable boots, coveralls, and goggles. A mask may be worn to protect face from splatters. b. Hands and utensils which have been accidentally wetted by the PCB fluid shall be wiped clean and dry with rags or paper towels. Wash hands with soap and water a minimum of 3 times to remove any remaining PCB residue. The rags, towels, gloves, coveralls, and any other items used shall be placed in plastic bags and disposed of along with the capacitors. Any clothing that has been accidentally wetted with a small amount of PCB shall be washed 3 times using normal washing procedures. c. If contact is made with the eyes, flush with a large amount of water. A doctor should be consulted. d. The vapors of the solvent carrier of the PCB's are toxic and caution should be used in confined areas, but small `. spills such as capacitors should not pose respiratory problems. e. Do not ingest PCB fluid If accidently ingested see doctor immediately. 4. IMMEDIATE ACTION IN CASE OF SPILLAGE AND REPORTING PROCEDURES (only PCB) 4.01 - in the event that a capacitor containing PCB fluid has ruptured, or is leaking, every effort should be made to stop or retard the flow of fluid and contain that which has been spilled using manpower, equipment, and materials on site or Immediately available. 4.02 - Notify the local dispatcher. Request PCB Cleanup Kit, Code 74101, be sent to the job site. 4.03 - The dispatcher shall notify the Assistant Superintendent and Licensing and Environmental Compliance, 451-3066. A procedure guide kept at the load dispatchers office outlines steps to be taken when this type of spill occurs. ARM&AF% CAPACITOR, PCB -FILLED 8 TCB-FILLED 1 OF 3 POwE/4 HANDLING, IDENTIFYING, STORAGE STANDARD PRACTICE AND ENVIRONMENTAL CLEANUP OF 4511,2110 FOURTH REVISION JUL Y 20. 1983 S. ENVIRONMENTAL CLEANUP PROCEDURES AT REMOVAL 6fTE 6.01 - Disconnect capacitor and allow 5 minutes to lapse before short-circuiting with f6 aluminum conductor and inspect for any leakage of PCB fluid. The fluid will appear to be an 00 substance. 5.02 - Upon removal make certain each PCB capacitor unit is Identified by a yelbw PC decal, Coda 38497. If it is not so Identified, a decal shall be applied, see Paragraph 1.01. - 5.03 - Capacitors that art cracked, ruptured, or leaking shall be placed in heavydutyplastic capacitor is be placed In a 55-gal drum, Code 72600, which has 1 pail full of absorbnt material, Code 08, per c e bottom. Contaminated items shall not be placed In drum with , per capacitor In the them. It PCB fluid V accidentallycapacitors because the disposal company will not accept on truck, clean with ill trichloroethane solvent, Code 44224, in well ventilated area. The drum lied shall e�L ed clamped securely and a completed "contents" label applied to the lid. 5.04 - Non -leaking PCB capacitors shall be placed in a wooden bin, Code 72225 or 72220, apply "contents" decal and PCB decal, and ORM-E label. Drums are acceptable it wooden containers are not available. 5.05 - Capacitors labeled "Special HandlingR " Required ORM-B UN l321 (TCB) and other unlabeled TCB capacitors (see chart on page 3) shall not be placed in drums or bin@ with PCB filled capacitors as the disposal requirements differ. 5.06 - Clean up any PCB fluid spilled on a hard surface such as concrete, a pole, rack, braces, etc., using rags or other appropriate materials. If a painted surface has to be repainted, first wipe with ill trichloroethane .... solvent. Maintain adequate ventilation when using Ill trichloroethane solvent. 9 5.07 - PCB contaminated gravel, sad, and soil shall also be removed, placed In 55-gal drums for proper disposal. A completed blue "content" decal shall be applied to the top, and a yellow PCB decal and a brown ORM-E UN2315 decal r/ shall be applied to the aide of the drum. Tools, shovels, etc., should be wiped clean using 111 trichloroethane solvent, and wiping material shall be disposed of with the contaminated soil. COM CON GPE 5.08 - Transport capacitors Increw) i Shuffleton, m king certain dru spare position on rtment bi cre il to the tuck teBags ENG SUB/40 or drums containing PCB contaminated ems a d sostation should also be transported at this time. 5.09 - If capacitor fluid has been spilled, a 'Transformer or Capacitor Spill Report", Form 762.18, shall be completed by the Line Foreman and/or Duty Supervisor in charge of cleanup. 6. HANDLING AT HEADQUARTERS STORES 6.01 - Follow instructions in Paragraph 3.01 when handling leaking, ruptured or cracked unite. 6.02 - Make certain all leaking PCB capacitors are In drums with at least 1 pail (14 qU of absorbent material, Code 44608, per capacitor and have yellow PCB decal, completed blue "contents" .•.. decal and brown ORM-E UN 2315 decal applied. 6.03 - Non -leaking PCB capacitors may be shipped in wooden containers, Codes 72225, 72226, or 55-ga1 drum, Code 72600, with yellow PCB decal, completed blue "contents" decal and brown ORM-E UN 2315 decal applied. DP/41 6.04 - PCB Contaminated dirt,.tools, and cleanup materials are to be placed in separate drums from capacitors. Yellow PCB XR aecal, blue contents" decal and brown RM-E 2315 decal must be applied 6.05 - Make certain that PCB -filled capacitors are not held at the Headquarter's Storeroom for more than 7 days. Hold in a designated, Isolated area identified by the s n shown on Standard 4510.2121. 6.06- TCB Capacitors 38496. that are marked 'Special Handling ORM-E UN 2321" shall not be placed in drums or bins with PCB filled capacitors. Label with completed blue "Contents" decal and brown trichlorobenzene ORM-E UN 2321 decal, Code 6.07 - Forward to General Stores, by drayage or other adequate vehicle. Make certain containers are secured in the vehicle. Complete shipping record as outlined in Stores Manual. If drayage or other vehicle contains more than 4 capacitors, vehicle must be signed on all 4 sides with yellow PCB sign (Code 38490). Sign to be removed when capacitors are unloaded. - 6.08 - Record keeping as required in Standard 4511.2108 and the Capacitor Inventory Form (see Page 3) shall be the function of the Line Headquarters Assistant Superintendent. 7. HANDLING AT GENERAL STORES RENTON 7.01 - Capacitors in sealed 55-gal drums or wooden containers shall be temporarily stored in a designated, isolated area identified by the PCB sign shown on Standard 4510.2121. Make certain the necessary decals have been affixed to bins and barrels. 7.02 - PCB capacitors shall not be held in temporary storage more than 30 days from fill date shown on blue "Contents" decal. 7.03 - Periodically a qualified disposal company shall be called by the Supervisor of General Stores, to pick up the capacitors for removal to a final disposal site. Proper records of shipments are to be maintained 2 of 3 CAPACITOR, PCB -FILLED & TCB-FILLED, P�/r� " STANDARD PRACTICE HANDLING, IDENTIFYING, STORAGE POM 9 4511.2110 AND ENVIRONMENTAL CLEANUP OF FOURTH REVISION c'Ubl ('ON GPI: [.NI; SUBi40 I�P,'41 \R 8. ('HART FOR IDENTIFYING, NOTIFICATION, IIANDLING, AND DISPOSAL GENERAL ELECTRIC j CAUTION % 00 CONTAINS / 00 PCBs 00 go do 00 00 00 ��.,� 00 00y, ��04 If a Spill event, NOl'IFY ENVIRONMENTAL DEPT Ext. 3066 HANDLING I,eakulg; - ling & place in 55-gal. drwn (5.03) Non -leaking; - Place in wooden bin of uppropriate size (5.04) Cleanup !Material Place :n separate container from oap.:cl tor. Labeling YELL OW PCB Decal, Code 38491 BI.UIi Contents Decal, Code 38493 BROWN ORM-F. Decal, Code 38495 DISPOSAL Forward to General Stores (6.07) Recordkeeping 1. Records to be kept as per Stan- dard 4511.2108 (6.08) 2. 'oniplete Capacitor Inventory form and Send to Distribution Group, Bellevue COM-02S. 3. if capacitor fluid has been spilled complete P & S Form 762.18, Std. 4510.2131. Label NON -PCB Paper Film TCB ff ECIAL HANDLINGQUIRED ORME UN2321 E STANDARD 4511,2110 SANGAMO Nameplate POWER Capacitor Selectrol NON -PCB (TCB) If a spill event, NOTIFICATION NOT REQUIRED TCB Indicates TCB HANDLING Leaking - Bag & place in 55-gal. drum (5.03) Non -leaking - Place in wooden bin of appropriate size (5.04) DO NOT PLACE IN SAME CONTAINERS AS PCB CAPACITORS (5.05) Cleanup Material Place in separate container from capacitor. Labelin BLUE. Contents Decal, Code 38493 BROWN ORM-E Decal, Code 38496 DISPOSAL Forward to General Stores (6.07) Recordkeeping 1. Complete Capacitor Inventory form and send to Distribution Group, Bellevue COM-02S. 2. If capacitor fluid has been spilled complete P & S Form 762.18, "Transformer & Capacitor Spill Report", Std. 4510.2131. OUGAET CAPACITOR, PCB —FILLED & TCB—FILLED HANDLING, IDENTIFYING, STORAGE AND ENVIRONMENTAL CLEANUP OF NON -PCB (Non-TCB) Including - Sangamo Nameplate Selectrol Il General Electric Label All Film or Film Foil If a spill event, NOTIFICATION NOT REQUIRED HANDLING Leaking - Place in plastic bags. Non -leaking - Transport upright. Cleanup !Material Place in plastic bags - OK to be with capacitor. Labeling BLUE "Non -PCB" Decal applied by the manufacturer. DISPOSAL Dispose of in a qualified landfill. Recordkeeping None required. 3 OF 3 STANDARD PRACTICE 4511.2110 FOURTH REVISION JULY 20, 1983 PUGET Standards & Performance Manual �.. SUBJECT: STANDARD PRACTICE N., TITLE: OIL SPILL CLEANUP FOR DISTRIBUTION TRANSFORMERS Distribution COMP LINE LB /52-24 Approvals C E %ram s s C.E. Ross, Manager/T&D Cons uction Services SCOPE $PM — 6315.3020 REVISION 0 PAGE 1 OF 5 DEC. 3, 1986 This standard covers procedures for the reporting, handling, storing, transporting disposing, and environmental cleanup of distribution transformer oil spills. REFERENCES 3116.1011 - Oil Spill Containment Kit 3116.1051 - Oil Spill Containment Kit, Use Of 4511.2109 - Kit, Including Box, Pallet & Contents For PCB Cleanup 6315.3030 - Clor-N-Oil 50 PCB Test Kit, Instructions For Use APPLICATION 1. This standard applies when there is an oil spill, which is defined as "an oil leak which results in any quantity of oil running off the external surface of a transformer." 2. All transformers are to be considered polychlorinated biphenyl (PCB) contami- nated, defined to be 50-499 parts per million (PPM), unless otherwise iden- tified by the transformer nameplate, test tag, or label. For PCB trade names, see the last page of this standard. The level of PCB contamination shall be determined by analysis in Puget Power's Corporate Laboratory at Shuffleton, or authorized testing laboratory. BRIEF OUTLINE OF CLEANUP PROCEDURE 1. Service center or duty supervisor is notified of spill. 2. Containment procedures are put into effect. 3. Supervisor notifies stores personnel, cleanup personnel, department of en- vironmental services, and division superintendent. 4. Crew begins cleanup, obtains oil samples, performs Clor-N-Oil test on one, and sends other to corporate lab. 5. Crew completes cleanup. 6. Corporate lab informs service center and environmental department of oil test results. 7. Crew performs additional cleanup if indicated by test results. 8. Fleet Operations transports contaminated material in drums to general stores. `.. 9. Fleet Operations transports transformer, with oil analysis attached, to trans- former department. AMORT Standards & Performance POWAFAV Manual SUBJECT: STANDARD PRACTICE TITLE: OIL SPILL CLEANUP FOR DISTRIBUTION TRANSFORMERS LB/52-24 SPM — 6315.3020 REVISION O PAGE 2 OF 5 DEC. 3, 1986 MATERIALS REQUIRED The following materials shall be used as needed for cleanup of distribution trans- former oil spills. 1. Open -top 55-gallon drum (Material ID 7260000) 2. Open -top 85-gallon overpack drum (Material ID 7260200), used for leaking 55 gallon drums. 3. Bung -hole 55-gallon drum (,Material ID 7260100), used for the storage of suspect transformer oil at each service center. 4. Complete Oil Spill Containment Kit (Material ID 7410000) or required components thereof as listed in Std. 3116.1011. 5. Complete PCB Cleanup Kit (Material ID 7410100), or required components thereof as listed in Standard 4511.2109. 6. Oil sample bottle (Material ID 7225500), available from General Stores. 7. Metal shipping pan, used to transport leaking transformers. The 4' x 4' x 2' high pan (Material ID 7455700) will accommodate standard single phase trans- formers, two or more of the smaller cylindrical sizes, and the smaller three phase padmounts; for larger three phase padmounts, a 61x 8' x 2' pan (Material ID 7455800) is required. Transformers exceeding the weight and size limita- tions of these two pans will require a special order pan. 8. Clor-N-Oil 50 PCB test kits (Material ID 7408500). Refer to Standard 6315.3030 for instructions. 9. Printing & Stationery Forms: #762.18 - Transformer Or Capacitor Oil Spill Report And PCB Test Request #770.10 - Hazardous Materials/Waste Manifest SPILL CLEANUP PROCEDURE When a transformer oil spill is evident (leaking from rusted fin, car -pole acci- dent, storm damage, etc.), notify the dispatcher or system operator. They shall immediately notify the assistant superintendent or duty supervisor. If the spill occurs after normal business hours, and involves waters of the state, or emergency services, or if spill response consultation is needed, notify the appropriate per- son listed in the Environmental Department's duty roster immediately. Otherwise, notify the Environmental Department on the following business day. The assistant superintendent or duty supervisor shall dispatch a crew, if neces- sary, and send the required cleanup equipment. P�/GEr Standards & Performance PIO//'E/4 Manual , ,,.. SUBJECT: STANDARD PRACTICE TITLE: OIL SPILL CLEANUP FOR DISTRIBUTION TRANSFORMERS LB/52-24 SPM — 6315.3020 REVISION O PAGE 3 OF 5 DEC. 3. 1986 1. At the Spill Site CAUTION: As necessary, wear the protective gear provided in the oil spill kits. A. Barricade the spill area. Contain the spill using any material available until cleanup material is dispatched to the spill site. B . Obtain an oil sample from the transformer and determine the PCB content of the oil using the Clor-N-Oil test kit (Material ID 7408500) . Refer to Standard 6315.3030 for directions. 1. If the Clor-N-Oil test indicates less than 50 PPM of PCB (appears pur- ple) carry out the cleanup procedures described in this standard. Assure that the area has been cleaned up to the satisfaction of the property owner. If the lab analysis determines that the PCB was 50 PPM or greater, it will be necessary to return for additional cleanup. 2. If the Clor-N-Oil test indicates 50 PPM or more of PCB (appears yellow or colorless) , contact the Environmental Department in Bellevue to arrange for on -site evaluation, sampling, and definition of further cleanup requirements. Obtain another oil sample in the oil sample bottle and dispatch it immediately to the corporate lab. Do not leave the barricaded area unattended until all cleanup has been completed. C . Remove pooled oil with absorbent pads, towels, or rags. Remove oil -soaked soil and vegetation. Place these oil -soaked materials in plastic bags, along with any other articles associated with the cleanup; double bag if necessary. It is not necessary to remove crossarms, cross braces, etc., but they should be wiped down with 1, 1,1, T richloroethane ( Material ID 4422400) or cable cleaning solvent (Material ID 4422401) . DO NOT PUT CONTAMINATED MATERIAL IN THE SAME CONTAll,4Et AS THE TRANSFORMER. D. Pump underground vaults containing water contaminated with oil from a leaking transformer into a 55-gallon bung drum, leaving 6" for expansion. (Note: If oil shows only as a thin layer or sheen on top of the water, remove with absorbent pads) . Tighten bung and vent plugs securely before transporting. Fill out the blue Contents decal (Material ID 3849300) and affix it to the top of the drum. Show the full serial number of the trans- former from which the oil was taken. Flush the pump after use and dispose of flush material in the same drums as the oil. E. If the transformer is leaking an amount that cannot be contained for trans- porting, pump the oil into a 55-gallon bung drum. If the leak is minor, such as a leaking bushing, it is not necessary to empty the transformer of oil. If the transformer is leaking a larger volume, remove oil to well below the location of the leak. ABSORBENT MATERIALS SHOULD NOT BE PLACED INSIDE THE TRANSFORMER. P[/GET Standards & Performance ROA'EA Manual SUBJECT: STANDARD PRACTICE TITLE: OIL SPILL CLEANUP FOR DISTRIBUTION TRANSFORMERS LB /52-24 SPM — 6315.3020 REVISION O PAGE 4 OF 5 DEC. 3, 1986 F. Place contained or empty transformer on absorbent pads in a metal pan or 55-gallon open -top drum to prevent leaking on the truck. Cover the pan or drum with plastic to prevent oil from blowing out and rain from getting in. Fill out a blue Contents decal and affix it to pan or drum. 2. Upon Return to the Service Center A. Send the oil sample, along with a completed copy of Transformer Oil Spill Report & PCB Test Request to the Corporate Laboratory, Shuffleton. Hand carry the sample if analysis results are required immediately. Following analysis, the PCB concentration in parts per million shall be communicated within one working day to the Service Center and the Environmental Depart- ment. Record the parts per million on all blue Contents decals. B. Staple the Service Center's copies of the laboratory's PCB Analysis Re- sults, the spill report, the Hazardous Materials/Waste Manifest (if used) and file them in the Hazardous Material File. Make certain that the spill report is completely filled out (transformer serial number, spill address, date, foreman's name, etc.) . C. Transfer any oil left in the transformer or drum to designated oil drums. Oil from faulted transformers may also be stored in these drums. EXCEPTION: If leak is minor, such as a leaking or broken bushing, the transformer does not need to be drained for shipping if adequately con- tained as in Paragraph lE and 1F above, to prevent any loss of oil during shipment. Label oil drums with blue Contents decals. 3. Procedure Following Laboratory PCB Test A. If the PCB concentration is less than 50 PPM, the contained transformer shall be sent to the Transformer Department, Renton, with the Analysis Report securely attached to the containment drum or pan. The oil - contaminated material shall be sent to General Stores. B . If the PCB concentration is 50 PPM or more, the contained transformer shall be shipped to the Transformer Department, Renton, with the laboratory analysis report attached to the Hazardous Materials/Waste Manifest. 1. Transformers, and containment drums, if used, shall have a PCB decal (Material ID 3849100), an ORM-E label UN2315 (Material ID 3849500), and a blue Contents decal (with serial number) applied. Mark the PCB con- centration, in parts per million, on the PCB label using indelible ink. P[/GEr Standards & Performance POWAFR Manual `%..- SUBJECT: STANDARD PRACTICE TITLE: OIL SPILL CLEANUP FOR DISTRIBUTION TRANSFORMERS LB/52-24 SPM — 6315.3020 REVISION O PAGE 5 OF 5 DEC. 3, 1986 2. The cleanup materials shall be shipped to General Stores for ultimate disposal in a drum (Material ID 7260000), marked ON TOP with a completed blue Contents label, an ORM-E label, and a PCB decal. C. Transport dripping transformers in 55 gal drums, or shipping pans. If �•.� problems are encountered emptying the transformer, call the Transformer Department for assistance. D. Oil from oil spills may be collected in designated 55-gallon drums. Record dates and PCB content of each addition to the drum. Oil from different spills may be collected in the same drum, but the drum shall be labelled with the highest PCB content as determined by samples taken from each spill. Depending on whether the PCB content is less than or greater than 50 PPM, proceed as follows: 1. If the highest PCB content of the separate spill samples in a given drum is less than 50 PPM, ship the sealed drum to General Stores with a completed "Contents" decal (Material ID 3849300) placed on top of the drum, a "Waste Transformer Oil" decal (Material ID 3849900) on the side of the drum. A copy of the analysis shall accompany the drum. 2. If the highest PCB content of the separate spill samples in a given drum is 50 PPM or more, seal the drum and apply a completed "Contents" decal, PCB decal, and ORM-E decal. Ship the drum to General Stores for ulti- mate disposal with the analysis report attached to the Hazardous Mater- ials Waste Manifest. REPORTING The crew foreman or cleanup supervisor shall complete the "Transformer or Capacitor Spill Report", Form 762.18, and forward it to the Environmental Department, Bellevue. Copies of the spill report, PCB analysis and shipping record shall be retained in the Service Center's spill file. TRADE NAMES FOR PCB Santotherm Aroclor Asbestol Askarel Alembics Aroclor B Eucarel Adkarel Clorinol Chlorextol Diaclor Dykanol Solvol Elemex H yvol I ne rteen Pyroclor No-Flamol Pyronol Saf-T-Kuhl Declate Clorphen Fenclor Kennechlor Therminol Phenoclor PK Pyrolene MCS 1489 EEC-18 SOURCES Environmental Protection Agency - 40 CFR Part 761 and 112 'L44M p(/Gxr Standards & Performance POMEAV Manual SUBJECT: STANDARD PRACTICE TITLE: CLOR-N-OIL 50 PCB TEST KIT, INSTRUCTIONS FOR USE Distribution COMP LINE LB/53-8 Approvals e E. A s Services SCOPE SPM — 6315.3030 REVISION 0 PAGE 1 OF 3 NOV. 12, 1986 This standard covers the instructions for the Clor-N-Oil 50 PCB test kit used for screening insulating oil to detect the presence of chloride in concentrations of 0 to 50 parts per million. The kit is intended for use only with insulating oil of petroleum origin and may not be useful for other fluids. REFERENCES 1275.2900 - Clor-N-Oil 50 PCB Test Kit 6315.3020 - Oil Spill Cleanup For Distribution Transformers APPLICATION The Clor-N-Oil 50 PCB test kit works on the principle of chloride detection. Because polychlorinated biphenyls (PCBs) contain chlorine, the test kit is able to detect them. However, the test cannot distinguish between any other chlorine - containing compound such as salt (sodium chloride), or trichlorobenzene which may also be in transformer oil. This may cause a result known as a "false positive", in which the oil will indicate a presence of over 50 ppm PCB, but when analyzed by gas chromatography will show less than 50 ppm. A false positive may lead to extra cleanup where none is necessary, which is considered to be on the safe side. The converse of this, known as a "false negative" indicates less than 50 ppm PCBs when the actual content is greater than 50 ppm. This is a very infrequent result, and is generally caused by improper use of the kit. A false negative can result in, at worst, a delayed complete cleanup, pending the results of the gas chromatography test, which is the only recognized legal test for PCB and must be done for all spills. SAFETY PRECAUTIONS 1. Clor-N-Oil kits contain metallic sodium, which is a flammable solid that reacts violently with water. Read the instructions in the kit carefully before per- forming the test. Some of the steps are quite sensitive, so distractions should be avoided. 2. Rubber gloves and safety glasses shall be worn during the test. ACKFOET Standards & Performance ~WAEA Manual SUBJECT: STANDARD PRACTICE TITLE: CLOR-N-OIL 50 PCB TEST KIT, INSTRUCTIONS FOR USE LB/53-8 SPM — 6315.3030 REVISION 0 PAGE 2 OF 3 NOV. 12, 1986 3. When crushing the glass ampules, press firmly in the center of the glass ONCE. Never attempt to recrush broken glass in the test tube, as the glass may come through the plastic and cut the fingers. 4. In case of accidental breakage onto skin or clothing, wash with large amounts -� of water. All the ampules are poisonous and should not be taken internally. 5. Dispose of used kits as PCB waste. PROCEDURES 1. Before starting the step-by-step instructions in Parag. 2, read the following: A. Never touch the ampules, the holder inside the tube, or the pipette tip with bare hands, as salt may contaminate the test. B. Examine kit to make sure that all components are present and that the 4 ampules are in place and not leaking. The liquid in Tube 2 (white cap) should be approximately 1/2 inch above the 5 ml line. The ampules are not supposed to be completely full. C. Perform the test in a warm dry area with adequate light. In cold weather a truck cab is sufficient. D. When drawing oil into the pipette, do not submerge tip too deeply into the oil sample. This will cause the pipette to drip. E. When inserting the pipette into the polyethylene tube, insert it all the way to the 5 ml line. This prevents oil from getting on the walls of the tube and reagent holder, which may result in too much oil in the tube. F. Always crush the clear ampule in each tube first. If this has not been done, stop the test and start over using another complete kit. A false negative may result and allow a contaminated sample to pass without detec- tion. -0%% P[/GET Standards & Performance PIDN'E/� Manual SUBJECT: STANDARD PRACTICE TITLE: CLOR-N-OIL 50 PCB TEST KIT, INSTRUCTIONS FOR USE LB 153-8 sPM — 6315.3030 REVISION 0 PAGE 3 OF 3 NOV. 12, 1986 2. Step -By -Step Instructions (Read SAFETY PRECAUTIONS and PROCEDURES Parag. 1 above before starting). A. Unscrew the dispenser cap from Tube 1 (with black cap) . Do not remove the ampules. Using the polyethylene pipette, add exactly 5 ml (up to line) of the oil sample to the tube. Replace the cap securely. B. Break the colorless ampule (lower) in the tube by compressing the sides of the tube. Shake for 10 seconds. (All time durations stated are critical; a watch should be used to be as accurate as possible) . Break the gray ampule ( top) in the tube and shake thoroughly for 10 seconds. (Make sure that the colorless ampule is broken first, the gray one second). Allow 60 seconds to react, shaking intermittently several times while timing with a watch. C. Remove the caps from both tubes and pour the buffer solution from Tube 2 (with white cap) into Tube 1. Replace the cap tightly on Tube 1 and shake vigorously for 10 seconds. Vent the tube by partially unscrewing the di- spenser cap. Close securely and shake well for 10 seconds more. Vent the tube once again and tighten the cap securely. The oil should no longer appear gray. D. Stand Tube 1 upside-down on its cap and allow to settle for two minutes. If the oil layer is below the buffer layer, discontinue the test at this point, as the oil is primarily pure PCB. If the oil layer is above the water layer, position Tube 1 over the top of Tube 2 and open the nozzle on the black cap. Be sure to point the nozzle away from yourself while opening it, and check that the nozzle is open completely before dispensing the buffer. Dispense exactly 5 ml of the buffer solution into Tube 2 (up to line) . Replace the cap on Tube 2 and close the dispenser cap on Tube 1. E. Break the colorless ampule (bottom) in Tube 2 and shake for ten seconds. Break the colored ampule (top), shake for 10 seconds, and observe color. F. If the solution appears purple, which indicates less than 50 ppm of PCB, carry out the cleanup procedures described in Standard 6315.3020. G. If the solution appears yellow or colorless, which indicates 50 ppm or greater of PCB, contact the Environmental Department in Bellevue to arrange for on -site evaluation, sampling, and definition of further cleanup requirements. 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(U I W "&'O B/LOC K"PAVING (SEg E DETAIL - 5H2) o O j (V O CEI RIM + ssMATCH EXST LANDSCAPIrUG- _ WV _W 1 PR GATES-20'WIDE °CONL (TYP OF 2, SEE DETAIL)_ SID N O 65.001. &A ------------------- z CHAIN LINK FENCE 1 (SEE DETAIL SH 2) T -=1 1 RECOMMENDED 3 FOR APPROVAL 31 BY DATE. BY . DATE zo SYCa DATE BY 4 PP IPP FIRE HYD BILL OF MATERIALS QUANTITIES ARE ESTIMATES FOR PUGET POWER USE AND SHOULD NOT BE USED FOR PREPARATION OF BIDS LINE QTY UNIT DESCRIPTION PUGET POWER REMARKS STANDARD CODE 1 3600 Y U AGGREGATE FOR BASE COURSE 3112.0361 PREVIOUSLY PLACED AS PRELOAD 2 500 FIT CHAIN LINK FENCE 3112.0211 3 2 PR 10' CHAIN LINK GATES 3112.0211 4 450 Yp ASPHALT PAVING 3114.0347 CLASS "B" 5 6 115 CU AGGREGATE, CRUSHED FOR 3112.0363 YD TOP COURSE 7 185 CU AGGREGATE, CRUSHED FOR 3112.0365 YD YARD COURSE 8 2 EA CONCRETE DRIVEWAY ENTRANCE CITY OF RENTON STD 9 110 LF CONCRETE SIDEWALK CITY OF RENTON STD REMOVE EXSTCONC DRIVEWAY ENTRANCE LEGEND AND REPLACE W/ 30' WIDE ENTRANCE PER CITY OF RENTON STD. 18.50 INDICATES TOP OF FINISHED GRADE ELEVATION X- CHAIN LINK FENCE, 7' HIGH ❑ CATCH BASIN (REF ONLY) CONSTRUCT NEW SIDEWALK, ACROSS ENTIRE FRONTAGE PER CITY OF RENTON STD. REMOVE 30 LIN FT CONC CURB 8 REPLACE W/30 LIN FT STD CONC DRIVEWAY ENTRANCE PER CITY OF RENTON STD r NOTES: 1. DRIVEWAYS WILL BE GRADED WHEN THE PRELOAD IS REMOVED, USE PRELOAD MATERIAL FOR CONSTRUCTION OF DRIVEWAYS 8 IN FRONT OF STATION. 2. CITY OF RENTON VERTICAL DATUM. 3. SETTLEMENT PLATES SHALL BE INSTALLED IN ACCORDANCE WITH D-5187, PRELOAD PLAN, PRIOR TO PLACEMENT OF FILL. REFERENCE DRAWINGS 0-2914 SITEWORK SPECIFICATIONS D-5187 PRELOAD PLAN D-5175 DRAINAGE PLAN D-5183 SPCC CURB D-5176 FOUNDATION PLAN reduced drawing - do not scale REV NO DATE /DESCRIP-TIONWO#8704787 6 8-4-88 REVIVE GRADI RENTON 05 N SW 23RD ST ov SW 27TH ST 61167 } W J SW 34TH ST > SUBSTATION F- tN Q W VICINITY MAP NG GRADING & FENCING VICTORIA PARK SUBSTATION T g, D ENGINEERING DRAWING NO REV NO POLDER DEPARTMENT D- 5174 iii�wj•."""• AL BELLEVUE, WA SHEET t OF 2 �1 !l�( f' j- ✓i ��1��. -. � SCALE 1"= 20' COUNTY SEQ NO FILE NO -23-8 0768791MT/4 KING K J 3 2 .. 1 E i-D FC 8 1 7 1 6 1 5 116 4 Ki 2 BILL OF MATERIALS C 17, E A A .5 14 12 10 ' 10 12 14 31 FIRE HYD w LINEIQTY JUNIT 1 5 EA 2 13728 1 YD 3 QUANTITIES ARE ESTIMATES FOR PUGET POWER USE AND SHOULD NOT BE USED FOR PREPARATION OF BIDS DESCRIPTION PUGET POWER STANDARD CODE SETTLEMENT PLATES AGGREGATE FOR BASE COURSE 1 3112.0361 LEGEND REMARKS PER DETAIL I ON SHEET 2 -1�- INDICATES SETTLEMENT MARKER LOCATIONS. (SEE DETAIL I ON SH 2.) NOTES: 1. PRELOAD MATERIAL IS TO BE USED TO COMPLETE THE GRADING OF THE STATION DRIVEWAYS AND AREA IN THE FRONT. 2. VERTICAL DATUM IS PER CITY OF RENTON. 3. PRELOAD SHALL BE PEACED TO ELEVATION 21.00. /i I-S A� // � C'or,fro/ �'e��c c ,���,-•��,� y C©u •� r`` �s �risd>��/s %� REFERENCE DRAWINGS D- 5176 FOUNDATION PLAN D-5174 GRADING & FENCING PLAN D-5175 DRAINAGE PLAN 0-2914 SITE WORK SPECIFICATIONS REV NO DATE / DESCRIP7 ONWOU9704787 2 112-18-87 /FINAL CHECK SIR >> vYOMN_APM �c / STRL. PRINTED + ,'D j U L 141988 PUT POWER PRELOAD PLAN VICTORIA PARK SUBSTATION T 3 D ENGINEERING DRAWING NO REV NO PllGET DEPARTMENT D — 51 8 7 — BELLEVUE, WA 2 SHEET t OF 2 J ,N/, i �`,i�"`V SCALE: 1'= 20' COUNTY SEQ NO FILE NO _ M T /4-21 -82 �, Boa No 0768791 KING J E C C L� U. r� ✓1 /r ice, lve&