The URL can be used to link to this page

Home My WebLink AboutPermit L94-0109 - BOEING #2-66 - SHORELINE EXEMPTIONL94 -0109 8123 S. WEBSTER BOEING #2-66 PLANT 2 SHORLINE EXEMPTION City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director NOTICE OF DECISION December 28, 1994 Sid Browne Boeing Corporation P.O. Box 3999 MS 19 -35 Tukwila, WA 98124 RE: Shoreline Exemption L94 -0109 Dear Mr. Browne: This is to inform you that the City of Tukwila has approved your request for an exemption from a shoreline permit for the proposal to remove diesel slurry from the soils located below Building 2 -66. The exemption becomes effective immediately. Note that the exemption is approved subject to the condition that the 550 gallon tank be removed once the clean -up is completed. If you have any questions in this matter, don't hesitate to call me. at 431 -3661. Sincerely, oh % Jimerson As ociate Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665. CITY OF TUKWILA EXEMPTION FROM SHORELINE MANAGEMENT ACT SUBSTANTIAL DEVELOPMENT PERMIT REQUIREMENT To: SID BROWNE, P.O. BOX 3999, MS 19 -35, TUKWILA, WA 98124 (name and address of the applicant) The proposal by SID BROWNE to undertake (name of applicant) the following development REMOVAL OF DIESEL CONTAMINATE FROM THE SUBSOIL (be specific) upon the following property BOEING BUILDING 2 -66, WEST OF EAST MARGINAL (legal description, i.e., section to WAY SOUTH, REFER TO K.C. QSM: NE 1/4 SECTION SE 33, TOWNSHIP 24, the nearest quarter section) RANGE 4 within DUWAMISH RIVER and /or its associated wetlands (name of water area) is exempt from the requirements of a substantial development permit because the development CONSTITUTES NORMAL REPAIR TO REMEDY CONTAMINATION OF SOILS WITH DIESEL FUEL. (Identify exemptions as outlined in WAC 173 -14 -040) N/A (Corps Public Notice Number if Available) The proposed development is consistent or inconsistent with: CHECK ONE: CONSISTENT INCONSISTENT ED ❑ N/A L7 ❑ IONS APPLIES. SEE ATTACHED CONDI 11' Policies of the Shore- line Management Act The guidelines of the Department of Ecology where no master program has been finally approved or adopted by the department. The master program (Date) DECISION. Director, Dept. of Community Development : , . REMEDIATION OF CONTAMINATED SOILS, BOEING PLANT NO. 2 Shoreline Permit Exemption, File #L94 -0109 This exemption has been approved subject to the following condition: 1. The 550 gallon tank shall be removed from the site once the clean -up is completed, unless a shoreline permit allowing the tank on a permanent basis is subsequently issued. Memorandum TO: Jack Pace FROM: John Jimerson RE: Shoreline Exemp ion - Boeing DATE: December 21, 1994 Project File No. L94 -0109 Project Description: The site is located at Boeing Plant 2, Building No. 2 -66. The proposal is to remove diesel contaminate in the subsoil by setting up a well inside the building and pumping the diesel water slurry out of the well casing into a 550 gallon tank to be located outside of the building. The tank and pad will be within 200 feet of the Duwamish Waterway. Category of Exemption: WAC 173- 14- 040(b) allows normal repair of facilities to be exempt from shoreline permits. "Normal repair means to restore a development to a state comparable to its original condition within a reasonable period after decay or partial destruction except where repair involves total replacement which is not common practice or causes substantial adverse effects to the shoreline resource or environment." During the life of the project, the environmental quality of the soil on the site has deteriorated from the contamination by diesel fuel. The proposal will restore the soils to a more natural condition, and therefore, can be exempted from obtaining a permit. Because the exterior tank is not a part of the original condition, it should be removed once the removal of diesel is complete. Policies of the Shoreline Management Act: The proposal is consistent with the policies of protecting the natural environment and public health and will not adversely affect navigation or public access to the shoreline. The character of the shoreline will not be affected by the project. Policies of the Shoreline Master Program: The site is within the jurisdiction of the King County SMP. The proposal is consistent with the policies of the conservation element that encourage protection of the shoreline environment. SEPA: The project is categorically exempt pursuant to WAC 197 -11 -800 (3) "Repair, remodeling and maintenance activities." ...... .:......: .:...........: �.. .........�. Recommendation: Approve the exemption with a stipulation that the 550 gallon tank be removed once the clean -up is completed, unless a shoreline permit is subsequently issued allowing the tank on a permanent basis. Inset A Wall Containment Dike th 0 0 0 30 y Product Tank and Containment Pad • • x x • MW19 x Proposed Extraction Well (See Inset A) ED MW18 Main Transporation Aisle ® MW22 • 9 ED MW23 > h • 6" Diameter, 4' High Bollards Fenced -in Storage Area 0 10 20 PLANT Scale in Feet 3709.34- 141.1000 October 1994 EXPLANATION ‘% 5 Fenced Area Extraction Well Location RECEIVED DEC 0 9 199 0 Co1VlIVil.i .. i DEVELOPMENT FIGURE 5 -2 Boeing Defense & Space Group Military Airplanes Division P.O. Box 3707 Seattle, WA 98124 -2207 December 2, 1994 R- 6580 -SGB -171 Vernon Umetsu Associate Planner City of Tukwila 6300 South Center Blvd. Tukwila, WA 98188 Subject: Shoreline Permit /Containment Extraction We have identified inside the 2 -66 bldg some diesel contaminate in the subsoil and are with the direction of EPA proceeding with plans to set up a well inside the building to pump the diesel water slurry• out of the well casing and into a 550 gal tank to be located outside on the west side of the building. The double wall tank and concrete pad would be within 200' of the Duwamish Waterway. We would like to ask for exemption of this activity from any SEPA and or Shoreline Permit requirements. Enclosed is a letter to me from our Environmental Project Manager describing some of the cost break down in thework to be done. It was written after you and I talked briefly about the project over the counter at your office. Respectfully submitted, i rj4Ke_t_ J Sid Browne Permits Administrator Plt2 Facilities Renton Commercial Division November 28, 1994 R- 1154- 94 -PBW -382 To: cc: S. Browne 19 -38 C. Keller S. Ryan 19 -35 7E -EJ Subject: Interim Corrective Action - Building 2 -66 Product Recovery System - Equipment Costs On November 23, 1994, you requested a cost estimate for the portion of the subject product recovery that is located outside, on the west side of Building 2 -66. It is my understanding that The City Of Tukwila has requested this information as part of the permitting process. The portion of the product recovery system that is located outside of Building 2 -66 includes the 500 gallon product accumulation tank and the concrete pad. The total lump sum bid for this project came in at $18,850 however, the cost of the tank and the pad was not broken out. I estimate that the cost of the tank and pad is within a range of 10% ($1,885) to 15% ($2,828) of the total project cost. If a range is not acceptable I would suggest taking the average of the range which is approximately $2,350. Should you have any questions, please don't hesitate to call. Pete Wold Project Manager Plant II RCRA Corrective Action 655 -4946, R -1154 10110M @coalfiliff 'MOIL zL. )MOff PLANT 2 SEATTLE / TUKWILA, WA 108.1 ACRES 0 1.000 FT I I I I I I SCALE • • - • _ • • . •:•••••:.:....:•::::••:::.:: \...: . ..-:.-:••••••• ::-..:•::.:..: ' • • . . ' . • . • • . , . . 1 . .. . — •:-..: 1: ; •••••:: NORTH DUWAMISH CAMPUS • 0 0 DUWAMISH WATERWAY • . • : • eh. : A PARKING 7-320 7-321 BOEING FLIGHT TEST OPERATIONS (SEE PAGE 21 ) Id GATE 9-34 (11 2-24 BOEING COMPA HEADQUARTER! , GATE B-32 LOBBY 2-48 02-45 MEDICAL FACILITY l mi= 2-47 GATE 13.11:1 GATE 13-14 2-71 2-77 & / , tp, ;5> 15-35 15.07 15-06 CT/FOS SOUTH PARK 'SITE 15-100 7, , • • • / SEE BCAG SITES. PAGE 9 • SEA-KING INDUSTRIAL PARK 7-09 BCAG 15-194.\. \ 15-09 15-21 15.25 15-22 15-10 - • -* • • . • - 36 7-10 BD&SG THOMPSON SITE 2-95 2-106 2-97 2-96 2-91" 2-117 FAA TOWER 2-64: fktf,AP.VE.,—.D \ 2-126 Ze)C41-72/2A, JORGENSEN FORGE CO. 2.1.0: 2-104 2-102 a 2-110 /2-109 2-89 BOEING FIELD LEGEND: Id TPUENDNESETLRIA f 2-24 Building I 7755 E Marginal Wa) Sean:a. WA 98108 01-01- RECEIV DEC 0 9 1994 COMMUNIIT DEVELOPME • NEW TERTIARY CONTAINMENT PAD (FIELD LOCATE PAD AND TANK TO AVOID OVERHEAD CRANE FOUNDATION) - NEW PRODUCT TANK 73" x 47" 0 NEW PAD V 6" LARDS (TYP.) TANK & PAD 7' -O" ® MW -19 EXISTING FENCE EXISTING RAMP INTO SECONDARY CONTAINMENT CURBING AREA EXISTING COLUMN 1 -4 NEW 1/2" AIR SUPPLY UNE EXISTING COLUMN 1 -3 NEW 3" DOUBLE ENCASED PRODUCT LINE EXISTING 120V DUPLEX OUTLETS NEW 4'X6" BOLLARDS NEW 4" EXTRAC WELL EXISTING BUILDING WALL VEW WALL SLEEVE - 1 1 1 I I I 1 EXISTING NEW 3" DOUBLE 120V DUPLEX ENCASED PRODUCT OUTLETS LINE SLOPE 1.8 " /FT. EXISTING FENCE EXISTING 3" PIPE \-- EXISTING SECONDARY CONTAINMENT EXISTING CURBING WALL EQUIPMENT LAYOUT VIEW A -A N.T.S. EXISTING TANKS NOT SHOWN FOR CLARITY NEW LEAK DETECTION UNIT NEW 4" EXTRACTION WELL EXISTING WALL NEW 3" DOUBLE ENCASED PRODUCT LINE -" NEW LEAK DETECTION UNIT A A A A NEW 4" EXTRACTION WELL TANK FILL PORT rr -N` t I (NEW) 1 / L J VIEW B -B N.T.S. EXISTING TANKS NOT SHOWN FOR MW -1g EXISTING FENCE EXISTING RAMP INTO SECONDARY CONTAINMENT CURBING AREA NEW 3" DOUBLE ENCASED PRODUCT LINE EXISTING 120V DUPLEX OUTLETS 1' -0" EXISTING COLUMN 1 -4 NEW 1/2" AIR SUPPLY UNE EXISTING COLUMN 1 -3 EXISTING WALL NEW 4'X6" BOLLARDS (TYP.) NEW 4" EXTRACTION WELL EXISTING WALL EXISTING SECONDARY CONTAINMENT CURBING IPMENT LAYOUT ,C11ON EXISTING WALL NEW 3" DOUBLE ENCASED PRODUCT LINE NEW LEAK + DETECTION UNIT F LEGEND; FENCE MONITOR WELL AIR SUPPLY LINE DOUBLE WALL PRODUCT LINE 3" SCH 40 PVC SECONDARY CON - TANMENT PIPE NEW 4" EXTRACTION j WELL -- TANK FILL PORT (NEW) J PRODUCT LINE (5/16" O.D. FLEXIBLE LINE TYP.) VIEW C -C N.T.S. MW -18 VIEW B -B N.T.S. EXISTING TANKS NOT SHOWN FOR CLARITY NEW 1/2" AIR SUPPLY LINE NOTES: 1. CONTRACTOR TO INSTALL ALL EQUIPMENT. 2. PRODUCT RECOVERY PUMP TO BE A "PRODUCT RECOVERY FLOATING SKIMMER PUMP SYSTEM" MANUFACTURED BY H2OIL INC, BEND, OREGON. 3. PRODUCT RECOVERY SYSTEM TO INCLUDE PUMP, CONTROL SYSTEM, TUBES, PIPES, WELL CAP CABLE A ALL OTHER APPURTENANCES. 4. POWER TIE IN TO BE AT 120 VAC DUPLEX LOCATED ON SOUTH WALL. 5. 100 PSI AIR AVAILABLE AT COLUM 1 -4. 6. PUMP AND INSTRUMENTATION TO E INTRINSICALLY SAFE DESIGN AND l LISTED. 7. SEE PIPING AND INSTRUMENTATION SECTION 13442 FOR INSTALLATION OF EQUIPMENT. 8. PRODUCT TANK TO BE CONSTRUCT TO UL STANDARDS, PROVIDED WITT INTEGRAL DOUBLE CONTAINMENT, STEEL CONSTRUCTION, CAPACITY APPROXIMATELY 550 GALLONS. AC TANI< COMPANY, SEATTLE, PART N AC00550U2KI, OR EQUAL. 9. OIL MAY CONTAIN TCE, VC OR DCI ALL EQUIPMENT AND TUBING MUST BE MADE OF COMPATIBLE MATERIA 10. PRODUCT LINE FROM PUMP TO BE ENCASED WITH 3 INCH SCHEDULE 40 PVC PIPE. 11. PRODUCT LINE TO BE SLOPED MINIMUM 0.5 INCH PER FOOT IN A PLACES EXCEPT WHERE NOTED. 12. MOUNT 3 INCH PVC PIPE TO EXISTING FENCE USING BAND CLAN MOUNT 3 INCH PVC PIPE TO WALL USING UNI- STRUTS SPACED AT 8 FOOT INTERVALS. 13. 3 - 6" BOLLARDS 4' HIGH TO BE CONSTRUCTED AROUND EXTRACTIO WELL. PAINT YELLOW. 0 4 8 SCALE IN FEET FIGURE 1 BOEING PRODUCT RECOVERY SYSTEM EQUIPMENT LAYOUT DATE PROJECT NO. I SCALE AUG 94 103709034141 1/8 1' H: \SEATTLE \SEA01.TM M (SEA.PCP) 1 =1 10 -1. FILL PORT ANK LEAK ETECTION NIT SPARE PORT TANK VENTS 550 GALLON ABOVE GROUND DOUBLE WALL UL LISTED TANK (LOCATE IN CENTER OF PAD) • 3" 0 DRAIN LINE ® SLAB T.O.C. 0 TANK DETAIL N.T.S. ICI TANK & PAD 5' -2" 5' -2" 6" BOLLARDS /-(TYP.) 0 WASTE REMOVAL PORT 0 . VALVE ;MALLY CLOSED) • 9' -0" Isr 10' -4" NOTE: Op " PLAN VIEW SLAB SLOPE TO BE 3/16" PER FOOT. SEAL HOLE FOR WIRING WITH RTV OR EQUAL LEAK DETECTION FLOAT UNIT CURB HEIGHT VARIES T/O CURB ELEV. TO BE CONSTANT 6" (MIN. 0 SLAB HIGHPOINT) LEAK —TIGHT CAP LEAK SECONDARY CONTAINMENT TANK OR PIPING THE FLOATING PRODUCT SYSTEM OPE LOGIC SHALL BE AS FOLLOWS (REF. (1) UPON TANK CONTENTS REACHIN CAPACITY, THE FOLLOWING EVEN 1. AUDIBLE ALARM SOUNDS 2. VISUAL ALARM ACTIVATES 3. AIR SOLENOID VALVE CLOSE DOWN RECOVERY PUMP. (2) UPON TANK CONTENTS DROPPIN CAPACITY, THE FOLLOWING EVEN 1. AUDIBLE ALARM RESETS 2. VISUAL ALARM RESETS 3. SOLENOID VALVE OPENS. 6" 0 HDPE LEAK COLLECTION VESSEL (3) DETECTION UNIT DETAIL N.T.S. (EXACT HEIGHT AND DIAMETER DEPENDENT UPON LEAK DETECTOR SIZE) SHIM AND GROUT TANK BASE TO BE LEVEL 550 GALLON TANK (NEW) UPON TANK LEAK OR PRODUCT DETECTED, THE FOLLOWING EVErs 1. AUDIBLE ALARM SOUNDS 2. VISUAL ALARM ACTIVATES 3. AIR SOLENOID VALVE CLOSE DOWN RECOVERY PUMP. (4) UPON PUSHING ALARM RESET S FOLLOWING EVENTS OCCUR: 1. AUDIBLE ALARM SILENCES. #5 ® 12" O.C. 3" CLR. (TYP. SEE NOTE 13 RECEIVED DEC 09 COMMUNITY DEVELOPMENT #5 REBAR ® 12" O.C. E.W. #5 REBAR 0 12" O.C. E.W. — 3" CLR. (TYP.) CONCRETE PAD DETAIL, 1/2" = 1' -0" 2 — #5 W/ BARS (T) CONSTR. 4" PVC ('.) #5 DOWELS 0 12" LEAK-TIGHT CAP SECONDARY CONTAINMENT TANK OR PIPING 6" 0 HDPE LEAK COLLECTION VESSEL DETECTION UNIT DETAIL N.T.S. F HEIGHT AND DIAMETER UPON LEAK DETECTOR SIZE) LOUT ro 550 GALLON, TANK (NEW) THE FLOATING PRODUCT SYSTEM OPERATIONAL LOGIC SHALL BE AS FOLLOWS (REF. FIGURE 5 -1): (1) UPON TANK CONTENTS REACHING 85% CAPACITY, THE FOLLOWING EVENTS OCCUR: 1. AUDIBLE ALARM SOUNDS 2. VISUAL ALARM ACTIVATES 3. AIR SOLENOID VALVE CLOSES, SHUTTING DOWN RECOVERY PUMP. (2) UPON TANK CONTENTS DROPPING BELOW 85% CAPACITY, THE FOLLOWING EVENTS OCCUR: 1. AUDIBLE ALARM RESETS 2. VISUAL ALARM RESETS 3. SOLENOID VALVE OPENS. (3) UPON TANK LEAK OR PRODUCT LINE LEAK DETECTED, THE FOLLOWING EVENTS OCCUR: 1. AUDIBLE ALARM SOUNDS 2. VISUAL ALARM ACTIVATES 3. AIR SOLENOID VALVE CLOSES SHUTTING DOWN RECOVERY PUMP. (4) UPON PUSHING ALARM RESET SWITCH, THE FOLLOWING EVENTS OCCUR: 1. AUDIBLE ALARM SILENCES. #5 ® 12" O.C. - 3" CLR. (TYP. #5 REBAR ® 12" O.C. E.W. #5 REBAR ® 12" O.C. ,E.W. 3" CLR. (•) CONCRETE PAD DETAIL 1/2" = 1' -0" 2 - #5 W / #5 CORNER BARS (TYP.) CONSTR. JT. W/ 4" PVC WATERSTOP (TYP.) #5 DOWELS 0 12" NOTES: 1. AUDIBLE ALARM TO BE INTEGRAL LOGIC, SERIES X12 OR EQUAL. 2. VISUAL ALARM TO BE FED. SIGNA CORP., FIRE BALL STROBE RED, 120V, 60Hz, MODEL #FB2PST*1201 OR EQUAL. 3. AUDIBLE AND VISUAL ALARMS TO BE MOUNTED TO TOP OF TANK. 4. TANK LEVEL INDICATOR TO BE FL TYPE SCULLY UNI -GAGE OR EQU/ 5. PRODUCT LINE AND ELECTRICAL CABLE FROM TANK TO BE RUN PARALLEL TO EACH OTHER. 6. PRODUCT UNE TO RUN 5" OFF W TO CLEAR EXISTING PIPE. 7. OUTSIDE PIPE TO BE INSULATED WITH 1" INSULATION. 8. 4 - 6" BOLLARDS, 4 FEET HIGH, TO BE CONSTRUCTED AROUND CONCRETE PAD, PAINT YELLOW. 9. TANK SHALL BE PROVIDED WITH LOCKING CAPS ON TOP PORTS. 10. ALL VENTS TO BE EQUIPPED WITF RAIN COVERS. 11. VOLUME OF LEAK DETECTION UNI" TO BE THE MINIMUM NECESSARY HOUSE LEAK DETECTOR INSTRUMENTATION. 12. ALL WIRING SHALL BE RUN IN RI( METAL CONDUIT. WIRING SHALL B' IN CONFORMANCE WITH NEC STAIN ARDS. SEE FIGURE 5 -1. 13. CUT, REMOVE AND DISPOSE OF ASPHALT PAVING DOWN TO THE BASE COURSE. PROOF -ROLL THE BASE COURSE AND USE SAND TC LEVEL AS REQUIRED. THEN POUR CONCRETE. SLAB THICKNESS MAY VARY W/ SLOPE, 14. CONCRETE SHALL BE 4500 PSI STRENGTH AT 28 DAYS W/ 2" - SLUMP (MAX.). USE 60 KSI REINFORCING STEEL. 0 4 8 I u I SCALE IN FEET W=1Tiii ti� .4•1... FIGURE 2 BOEING PRODUCT RECOVERY SYSTEM EQUIPMENT ELEVATIONS AND DETAILS DATE PROJECT NO. SCALE AUG 94 103709034141 I 1/8" = 1'. H: \SEATTLE \SEA02TVDM (SEA.PCP) 1 =1 10 -1 • et., r • L' • • .. t-.4.ph*itikk".1‘. ' 114.• L94-0109 8123 S. WEBSTER BOEING, PLANT 2 SHORLINE EXEMPTION 4 14-tiVe'Lt." 41` .11,`Aii4g4jtie.^14 ; q`,!%.41, . ' "" " . te4.4:1114,-,‘,4-ae, 340 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 111 I I I I I I I I I I I I I I I I I I I 1 111 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 111 I I I I 11 I I I I 0 16 THS INCH 1 4 5 6 7 8 9 10 11 MADE IN GERMANY 1 - 8L GZ eZ \1111\11t1\11t1111 On\ t 11\111111111\111111W\ 11111111\ 1116 "tY OZ 61- 111 - fKUM FLEXIBLE RULER -302 AWGERMANY- LL 0 .11 • ' • • r. • LL:•,-";,: IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT • - • LEGEND (SHEETS I THRU3) T TOILET ROOM f-- - -•- SANITARY SEWER (BELOw GRADE) SANITARY SEWER (EXPOSED) o• THRUST 5LOCK BLDG NO. AREA. O. NAME 17-1.....0\N OF WASTE WATER TANK VOLUME CONTAMINANT Ic?"F.GCRI.KIC DRAWING 2-91 . WASTE OIL SEPARATION 9G.0 GPO - OIL 2-10E5 2 PAINT BUILDING ( B SPRAN 1300THS) 13-1S GAL EACH PAINT 2-70 3' SIE.A.MCLEA.N AREA. ft.--csc:zo...EAt.t AREA Mee te.7401-.) CE oe-rwL). • SEE 61-4T M-1 •-S4 IG COOLING TOWER 2 G PM . 2900 GAL MINERAL SOLIDS _ sEE DETAIL 21 WIND "TUNNEL (seE 1::.e-TA.A..) . (se oe-vNtL) sEs SHT Me LOA/.577ZLIC.-77 OA) _ 07-15. S jtTALL suBMEREIBLE .SUMP PUMP V V /TH LIQUID LEVEL CONTROL IN EXISTING C.T.oVERFLOINCATCI-1 BASIN• SECURE PUMP TO NEW SUPFoRT AT 2" TO S"ABOVE BOTTOM OF CATCH !BASIN. CONNECT t" GALviNizED pipe (wiril UNION BALL VALVE) FROM PIMP TO NEW 41/ No-,4L) t3 a.AS7 IRON PIPE.. I NSTALL „ 4J' WO-HUI3 WITH MAXIMUM SLOPE POSSIBLE CA PPRox. Ve / L. ) SECURE POMP SUPPORT • TO Fi_aoR op 0..A-rcii SsiTh c..REMoVE EXISTING 1/4 BEND AND REPLACE, 4" NO-NU8 aAET IRO TY. CONNECT TNE NEW 4" C.I. AND REINSTALL THE ExisrING- 4" C.0, [:=-11.15TALL-14SU 3"e.I.De_AINILNE. T5 GooLik1& oVeR-1"--1_oki cA1-6H 13A51■4 Ft2OK SecoN0 FLOOR_ sINK,petiaKtvac,.Fc:iuKITAikii-COMOSIASAllt-FWE. DWG. ic:)2-0&5---Al M-I FOR_ MOTS AND ,06TA-ILS. 4.• 102-C300-4-03S -M- 1q2. 000 4o4es - lot. oivo- 4ozo - I •• • GoNNEoT NEW DLIWAMIF.,H WATERWAY X Pe>. 4.0 (144457e ',ITER ;BLDG.! 2-86 L. r/lC0 tt O.. CM7 S. )017 SEPARATOR SE& OWL /02-af4-4/04.0 /1-1 2..? • __/./"EXIST STA. W.3 r11.16K-f2 Nk-rUI2.AL. &M lANP 101-114D 9a,t\H 020NAI 411ao. LANE • 61P-oUl-lt, •A' 4'.o. I IK.51""C/01-e6':.:SN11 112e.051-AIAIGIAT BlDe2. 2.-110 BLDG. 27117 9,LOG 2-‘16 OC.7 2 109 1 1 f BLDGI I 2-871 FOUNDRY ...SW/24 8007N, 41 Hew ilooLe I , BLDG.{ \'>D GOXIM5Cf 172 EXIST merect. NO.. I 4 6,0. c.oI.,1P, IA1,112K Cvra.11-1P 100 50 0 100 200 300 W".5;;;;Mamsd1 STM. REVISION DT APPROVED DATE SVC a SCALE ro MST,C0 14E4T 'TRENT SHOP_ --r BLDG. 2- 17 . ENGINEERING EST .111h. _ . GI 2-65 s ao.3 • • X.5115 Rw. II/16 2.1100 BLDG. 29 (REFERENCE) D . ccT. ovRFLow CATCH BASIN W/ AU oVetacomi.C.Trio - \SUAIP PUMP,1/1.1-1P„120/1/6o 626 /-t. 17LOWELI' 1 1BLDG, 2-G cl.2)___-/-51-9C1 2-54- New a' c.•-- /'NEW 4"ex 03 0 _J OD C FETERIA 0 I TO SEWER /frit-TER A/O.2 1 0 “fb-reo ..5-ErvER PLAN SAND z.t.k-sr COOL./4/0 70w4c-de 0.47-N'EW 4" CP. i ,1 BLDG.. 2-CD3 PNIN- SHO TOMATIC 1 SUBMERSIBLE &PI yi.,qtr2An MIA OFFICE SCALE - 1 IN. = 60 FT. AW045 SPRAY CAAnn5e R. BLDG. 2-62 J •■■•••••• 0 .PRA.'( BoaTIAS RECEIVED RECEIVED CITY DII UKVIIII.A CITY 1Th 1 111,111.AI APR 1 31990 " 1990 PERMIT CLDTX:11 TO NO. B *".---o-.)" SEWER ME-TER -SHT. SHT. M-1 M-2 MATCH LINE 0A/ W2.42.-7-• rty A/ /A/ yeee47-/04/ 71) TH /910FEZAW COMPANY 11111111711 .1. 111111111.11. M 11111111111111.1111111 AFFAVZIVP V4E: .117M.SWAV #.41 .11,17,ES ASI021.414172IHIEN sr-limo; WAISMIVWZIAI IMMO MIAS EY CHROMED 1-Fm auPITLITLAK PLAN-SOUTH PLANT LAST REVISION 1111.1 POLLUTION CONTROL- PLANT 2 cZ1143"-.zifilld APPROVED SHEET DhflVkM'St •ISYMI2101. DATE oF --713757 1 .4,v.:•/;:,•.••••,..'-•;!,;',;--t 40' I t“, 11111111111111111111111111111111111111111111111111111111111111111111111111111r611111111111111111111111111111 - 1111111111111111111111111111111111111111101 2 4 5 6 7 8 9 10 11 1...1.[ IN ornO.NY 12 9e. vc. e.L LZ 1111111111111111111111111 1111111111 I M.W1N06.:; FLEXIBLE RULER-302 AW 0 61 8L LL 91 L 91 Cl EL LL o L. 6 z; 9 S 0 04111,41.1.1111/01,11/111111141111111,14,11111.111110.111,16 111,11111111111.111111.111, 1,j 01.411,11.1, 1,141141.P411.1,01,41.11,11,11,1111011,11111,11t1111111411,1,11m 1 IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT DWa.NO. 102-000-4Q35 FIECFIVED DEC 09 1994 COMMUNITY DEVELOPMENT _.__.. 3!TIT EOt 0