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Home My WebLink AboutLUA86-015NN, ,? NkNN 1 IIr.-.'''. ' ... 16< - 7c.'-'... A d& A T W MEYENNs, X' ijsr.. LT. v M tn to NsNs.co to to N. I N p 5.X I5T DSIVES Z N TYP. 3) POWER VAULT 392.0 SEE 6KADIN6 I.AN i \ I B"iLot `.\R EXISfIN6 et-EV/yTf6Ns EXIST. LANDSGAPIN6CL-- QYJM POP PUMP '''' P. N s: 955.° POWER HANDI HOLE ISLAND —t TL I SIG. GN . X RISERL. KISE ABl,ES XIS ' P INGLOT. il 11) , ®GB Ilk°M VAULT i Aii r 1' t. SL MH V t 3 , k "7/p/S7-i 13 .s i I pti6 I ROPoSED I I 1.IS? w At .14T IPTANKS I I Z I -- --1 312..0 Ls W I 0 1 I 11 CIco ii ( T's e:; Eit- OON GA5 PUMP ISLAND PLAN dit in PLAID PANTRY — SUNSET & UNION Z FEB 191986 SEE V. E PWd ' ` DIP.t. /`°',/`r. MR I tSTINf. N'f1N05 Ili I am+e Ja.,T. 1 1 w•CLIO. w...•at re.u6. 11 I 1 mew W.I II I 1 I •-L1 u W imizr,. ._,, y'iw yv WMH•N I 1 1 w I I IT TT ll m 4 II T 1 1I ititI K el 4Cv..,sµ.sm.)vr t t ram Arm arL»I> I a...i I _ M+vls iI- / I I TANKS-SIDE ELEVATION R. i-- II I -- - - I rIyljfiINiI •' ' t ---+-r , i ---`-¢iri a iiws. I o II 1.I 61 C`OONNDUIT/POWER LAYOUT y_ DETAIL uirof P 1toI t; \ e-drs,too--2 let T TANKS-CROSS SECTION V o). • i • _ \ A.. 4._ I i: J_ O ri ROOF PLAN O d DV.,. I T 1 DETAIL-ALT. y ..f' {'•' '? a T - - d-.' r..0 .a.---Ad--- - ISLAND PLANmew- rum El rc4 co 014MOM. X'.i'ts 1 1 3 r „ `I in i L'•1or, 111:11a.1. G--Q 1--I Sli Irome ' I Ij 1 tu• rr rrr 11 d I II- d TAIL Ir T-11•"•w Ir'Y .'.+.. I I r i 1 •'r•.. ` ©IX.f-e• 41 IrY71 4 It e.oie.1r-w.lf'Y I I 1- - I I U 11-1- 11.•-N.e*a.r... III- I I 11 I I t f 1 II 14- OSE CTION L—• 1LSiZ oc•IaK ewrnJ/ MAINS I -'" 1 I I IJ-.' 1'I l•°l im1113.7 c. 'ADO R U'< 1: , 14 i ' .0 4- 1 ' LLD Alle OS.31.01. iI I" I I.43 .I 80.•,e.•MD M.,f,•Ot Dil 1 I 3 J` m m mD,16 r, a gym. ANCHOR BOLT i ®SECTION J O DETAIL 1 ISLAND PLAN- RUCTURE PUMP S TANK LAYOUT eu IA w n.mix..Oman Me. __ _ - M'.I'-M 55.II-d 1/.I a I/.' -o N.TE TUII AAA'OUT KM.E VARY ra f M- ix 0.[M err M6 PLI.W.mg an mr..w..K•m n mn•a J ATECO ACE TANK & EQUIPMENT CO.AQUIPMENNTK Since 1937. October 29, 1986 Hearing Examine RECEIVEDCityofRenton 200 Mill Ave South Renton, WA 98 055 bet 311986 ATTN: Mr. Fred J. Kaufman CITY ROFING ERENTS ON RE: Plaid Pantr C.U. 015-86 Dear Mr . Kaufman:, In response to your requirements that equipment installed in Renton meetthe conditions of the conditional use permit, we have accumulated the following information on the proposed equipment. I . Containment Liner: MPC containment systems Ltd secondary containment system, constructed of Dupont Hytrel polyster elastomer . This liner, which covers the entire pit area has been field proven to withstand fuel hydrocarbons and age. The same material is used for secondary containment of piping over to and under the fueling island. Please note the enclosed literature. II . Double wall tanks: Ace Tank & Equipment, 360 deg wrap fuel storage tank built to Steel Tank Institute (STI ) standard. Steel inner tank tightly wrapped with a steel outer tank with annulus space at each end. Exterior of outer wall is protected in accordance to STI specifications . Systems include corrocoat, di-electric bushings, and sacrificial anodes on each end of the tank. This system is warranted against external corrosion for 30 years and against structural failure for the life of the installation. As to date, there has not been a product loss in a tank built to STI standards. Please note enclosed literature on tank construction and warranty. III . Pit and Trench Moniter : Pollulert, a division of Mallory, electronics group, consisting of an office control unit and probes to be installed in pit and trench sumps. Probes are able to detect and display visually, hydrocarbon, water and dry air conditions. This information is also transmitted to an office control unit which gives a visual display for water and dry air conditions, and a visual and audible warning when hydrocarbons are detected. Please note enclosed literature. MEMBER MEMBERSeattlePortlandHayward 1124 Elliott W.,PO Box 9039 6125 NE Portland Hwy.,PO Box 13441 1409 Industrial Pkwy.W. m PE'6-‘"I II Seattle,WA 98t19 Portland,OR 97213 Hayward,CA 94544 206)281-5000 503)284-5505 415)881-0837 F MMOIPMENTISTEELTANKTollFree(in WA): (800) 552-7132 Toll Free(in OR): (800)452-7437 Toll Free(in CA): (800) 282-0028 INSTITUTE outside WA): (800)426-2880 r • , : Hearing Examiner Page 2 IV. Tank Inventory System: Tidel systems fuel tank monitoring system, consists of office control unit and an ultrasonic tank probe. Unit constantly monitors fuel and water at +/- .1" and has a shut down mode at +/- 2 ga/hr . System is designed to give accurate trend information for determining tank overage and underage. Please note enclosed literature. V. Fill Containment Box: Emco Wheaton mftg model A1003-001 manhole for around fill opening. Manhole will accept excess product left in drop hose when filling storage tank, and directs this product back to the tank. Please note enclosed spec . sheet. VI . Overview: I would also like to make you aware that to the best of our knowledge a doublewall tank and a tank underliner together are beyond the requirements of the strictest of leak detection and prevention guidelines. When doublewall tanks are installed, secondary containment with a liner is limited to the plumbing to the pump island. This method is called an overliner. The overliner is constructed of the same material as the pit liner. Within this liner, as in the pit liner a sump is installed so that a pollulert probe can be installed to detect product loss. To monitor for leaks in doublewall tanks a Pollulert monitor is placed into the tank annulus. The probes can then detect if there is a leak from the inner tank to the annulus space. It is our feeling that the overliner method more accurately meets industry standards . The items recommended for installation are the most current, State of the Art equipment, and are currently installed in California, one of the most regulated states, and locally in Seattle. Thank you for the opportunity to give input to your dicision making process. If you have any further questions feel free to contact me at 281-5000 ext 223 . Very truly yours, Roy Williams RW/ ps Enc . AI ?03 Containment Manhole EMCO° WHEATON The Emco Wheaton A1003 the underground tank through an handle, and install. containment manhole is designed internal drain path. Since all components of the unit to prevent t Although the concept of a are internal, this manhole is the underground t..,, i containment manhole is not new to one manhole that really can be pollution by the petroleum industry, the design maintained. Other styles cannot catching and features of this manhole certainly be maintained once they're containing are. Please take note of these cemented in. product spilled special features called out below. This manhole is compatible with all during product Entire unit is constructed of light- Emco Wheaton coaxial or dual point drops. weight aluminum and gas- product drop equipment. For informa- Spillage can be bailed out of the resistant plastic— extremely tion on how to order, contact your manhole, or drained directly into durable, yet easy to ship, store, nearest Emco Wheaton distributor. Features: t 15.75"Aluminum Lid designed to be waterproof, yet light and easy to remove and replace. Non-sparking. 4 10.75" Anchoring Bolt seals inner shield and expansion joint to rim. Drain Assembly latches open. It r-, cannot be left open or the 1 t I—I manhole lid will not fit properly. This simple check was designed I,\A I into the system to make sure that 1i/ the underground tank does not i vent through the manhole. r Expansion Joint isolates riser from II grade. Frost heave and mild 13.5" I— siesmic shock will not rupture con I— ry) tainment manhole. I I I Large Internal Drain feature pro- I vides quick evacuation of product IN I I and greatly reduces the possibility i of blockage. No external hose. 1 Body of unit threads directly on to fill pipe. No gasket required.A Assures tight seal. 11 Large 4.25 Gallon Capacity. Weighs only 27 pounds. patent pending Emco Wheaton, Inc. Distributed by: Chamberlain Blvd. Conneaut,OH 44030-0688 216/599-8151 Telex:980436 Buckeye Cout EMCD WHEATON A1003 7/86 t<>198 7,/ . Tidel stems RECEIVED octs 119" NEO Gas Tank Mon itor OF HEARING " APPLICATION OPTIONS Tidel's"Gas Tank Monitor"(GTM)is an electronic tank Printer - 21 column tape for management reports, monitor system developed to provide accurate inventory records, delivery information, abnormal inventory control, immediate notification of alarm conditions, etc. conditions, positive verification of deliveries,and leak Gas pump interface - For recording sales and detection. The system can provide: monitoring fuel inventory with one system. Tank Monitoring for up to 8 tanks Fiber optic interface -To Tidels point of sale terminal. Display accurate inventory level Report on abnormal tank conditions Leak detector module - For monitoring wet and dry Product height (tank level) wells, and double wall tank cavities. Product temperature 300 Baud Modem - Bell 103, compatible modem with Gross & net gallons auto-dial/auto-answer. Provide accurate product delivery information Extended 12 Month Warranty - Available. automatically Low and high product alarm levels 11 • Water level detection SPECIFICATIONSLeakdetectionatalltimes Power requirements: 115/230 VAC, 50/60 hz DESIGN Console dimensions: 18.64" W x 11.68" H x 8.18" D The GTM has a centrally located console to monitor Probe dimensions: 10' L x 2" diameter tank activity and print requested data on an optional Acceptable tank size: 10' max. depth printer. Tidel uses highly accurate ULTRASONIC and Required tank opening: Fits 3" or 4" internally or microprocessor technology to monitor:externally threaded riser Fuel level Maximum cable length: 200' Temperature Safety ratings: UL 913, UL 180 and UL 1238 Net & gross intrinsically safe apparatus for Alarm conditions use in class I, group D The system compares all known values against USER- hazardous locations) pending. PROGRAMMABLE requirements such as low product level, high product level and water. The system features a leak detect mode that detects loss of product. INSTALLATION REQUIREMENTS m TIDEL SYSTEMS Installation is straight forward and easily accomplished within 4 hours for a standard 3 tank 2615 E. Belt Line Road,5arrr5 lllton,Texas 75006 system using a 2 man crew. Probes are installed into 89 1 existing tanks using standard 3" or 4" risers. The Call our Toll Free WATS interface cable between the console and the probe is 1-800-527-7490 intrinsically safe. Location of the control console is flexable to meet user requirements. In Texas 1-800-442-9791 TYPICAL STATION LAYOUT STORE GT tv WIRING 11\ iROUGI I 7. 1 4 MANW AY CONDUIT PROBE i; • '' LTR DESCRIPTION - DATE APPROVED I uNION, -NOEL P/N 850G89 (FEMALE SLEEVE ) 3" NIPPLE ,3 " ile;_5if MAN WAY COVER DRIVEWAY PLAN WAY\ REDUCER, 4' TO 3" ii FILL MATERIAL RISER TANK iIlt RISER, LI" I i I I DETAIL 8 II TOLERANCES WILLIS OTHERWISE SPECIFIED t i FRACTIONS DEC AtIOLES APPROVALS DATE GTM INSTALLATION AaUvni 8-19- 5 DETAI L A CHECKED SCALE SIZE DRAWING NO. NONE A DO NOT SCALE DRAWING I SHEET I I I MAI re- -1Al t I DISTRICT OFFICE IBM PC WLT1 FORTE BOAR ANO t HAYES MODEMt r? DO 9oi D 7 ti CAI TWO YpfiTO11 Ai TANS WO.1 TO.- SAS TAUS MO#la MOR'` :..;.. D OC1 Ur. eat. 0000 ue ems. ` D DC pe w OD0 - ` gam O000a ` + WM 000a - -`...OR DOa : Tv --- ODDQ n 0000 ' Its 1:7-1 fie.- T. 1 i1JOi u- / TA TAMS J TA>1 1 Imoat' i pleosiii pm:4W"iPUMPS I PUWII. I STATUS REPORT ID # 71380 13•22:43 05/30/6 TANK 1 CURRENT STATUS LEVEL r?• GROSS GALLONS 7860 NET GALLONS 7792 TEMPERATURE 71 a F GRADE REG LAST DELIVERY NONE CURRENT ALARMS NONE TANK 2 CURRENT STATUS LEVEL 83.96 GROSS GALLONS 7706 NET GALLONS 7648 TEMPERATURE 70 o F GRADE UHL LAST DELIVER' NONE CURRENT ALARMS NONE END OF REPORT 1 Vtis II 1 Of- w. MrrE ' y'' I ST. LT. d 41 N_N E.Xi5T. DRIVES Z TYP. 3) I POWIC VAULT 312.0 SEE GKADIN6 l.ANBVLpryPML°XIS IN6 El-EV/,T-1.0 11.'-'- --. EXIST. I.ANLLSGAPi N6 345.a O724w POWt:R HAND HOLE 15PRLAND DPY?5ED PUMP>//s® SIG CNTL. Ix RISEN ABl.F.S XIS ' P ING LPf d I KGB i -} YAULT fEL MH itt E I 1 \,•" Az IV 4-. 4.7- j 'OED ' I 1 Zj Ek Y , Fy I I 1 z i 13L2.o Ls lil vti CITY O 7E 4TON fit.; tn 6 N PO rtji, Pit; GA5 PUMP ISLAND PLAN 44.,o z > R F B 9 I 1 p 1 1986 PLAID PANTRY SUNSET & UN ON z s L" 4r4 I z BUILDING!3'iN3 Oti:' troll a!STING PLANTINGS A 1 IA IE10 1- 1 i 10 jin I>H it I" E E cli r 3 HL AHN0m mm - HiOTH 0 - 1 0m - 1 - H0 Iv7) - oH r0 rnm - ioo ( Nm al m0 • > OA OC mN > I - I m CHI oIA77 - I0 Nm • - 1 - r Oom 1 O H H Z r H H + 3 H I > 7m < J. A C ' ZmrQ mr \ IfA - I Am - 1 - HCCZ ZAH I oHm ImA ' ( gym w - 1 > A > .< rc. m > AH < ' 6i - lt 17 IA ZO A 1 omm 3 > zo ro : m C6 ff r< H IX C 7 0 \ A m 1 rm i 0 m y 7 EI I 0 10 rZ. N Ili A IH CJ1 I ill-( > \ m( n d L o - I Az ZQ ( L. r I oZ Z Hm mr 7ro i7 H it 0 8 i 1 0 0 i 1 o rn REG US PAT&TM OFF L L POLYESTER ELASTOMER HYT-507A RESISTANCE TO MILDEW ANDFUNGUS The resistance of 40 durometer l +lfardnese HYTREL polyester elastomer to certain fungi was determined according to ASTM Test D-1924-63 using the follow-M ing cultures: 4 kai p Culture bi ".OVEry wf Gx wt11 • Aspergillus niger N c Aspergillus flavus 4 s,, t" Aspergillus versicolor 0. v.%- 't,tispgrSe it 7 Penicillium funiculosum No11 ' Pullularia pullulans None Trichloderma sp. None Samples of 40D HYTREL were also buried for one year in Panama. Instron test results were as follows: Original Durometer A Hardness 92 (40 durometer D) Tensile Strength, MPa [psi]25.6 [3700] Elongation at Break, % 450 100% Modulus, MPa [psi] 6.8 [1000] 300% Modulus, MPa [psi] 8.8 [1275] Retention after 1 year soil burial in Panama Durometer Hardness 98 Tensile Strength 82 Elongation at Break 82 100% Modulus 99 300% Modulus 98 The harder grades of HYTREL were not included in these tests, but should show at least equivalent resist- ance, since they are based on the same raw materials. E-10761 Reg. U.S. Pat. &TM Off. Du Pont Company • Elastomers Division • Wilmington, Delaware 19898 U.S. Hytrel o Sales and Development WILMINGTON, DE 19898 Kirk Mill Bldg. Barley Mill Plaza Inquiry Center (800) 441-7111 U.S. Sales Offices DETROIT, MI STOW, OHIO 44224 29201 Telegraph Road, P.O. Box 985 4330 Allen Road Southfield, Mich. 48037 216) 929-2961 313) 827-9100 LOS ANGELES, CA 90022 5717 E. Ferguson Drive 213) 685-6851 Canada Du Pont Canada, Inc. TORONTO, P.O. Box 26, Toronto-Dominion Centre, Toronto, Ontario M5K 1B6 416) 362-5621 MQT;iTREAL, P.O. Box 660, Montreal 3, Quebec H3C 2V1 514) 861-3861 f , r• - United Kingdom Du Vont (U.K.) Limited Elastomers Division Maylands Ave., Hemel Hempstead, Hertfordshire, England . . . Hemel Hempstead 61251 Europe, Africa and Near East Du Pont de Nemours International S.A. Elastomers Division 50-52 route des Acacias CH-1211 Geneva 24, Switzerland 022) 37-81-11 Australia Du Pont (Australia) Limited Northside Gardens 168 Walker Street P.O. Box 930 North Sydney, N.S.W. 2060, Australia 02) 929-8455 Latin America and Far East E. I. du Pont de Nemours & Co. (Inc.) Polymer Products Department International Marketing Services Division Wilmington, Delaware 19898, U.S.A 302) 774-3784 SPECIAL NOTE—Except as otherwise provided by law outside the USA, the following information should be noted: he information set forth herein is furnished free of charge and is based on technical data that Du Pont believes to be reliable. It is intended for use by persons having technical skill,at their own discretion and risk.The handling precaution information contained herein is given with the understanding that those using it will satisfy themselves that their particular conditions of use present no health or safety hazards.Since conditions of product use are outside our control,we make no warranties,express or implied,and assume no liability in connection with any use of this information. As with any material, evaluation of any compound under end-use conditions prior to specification is essential. Nothing herein is to be taken as a license to operate under or a recommendation to infringe any patents. IQPP*(!) Printed in U.S.A.Reprinted 84/11 E-10761 HANDLING PRECAUTIONS SPECIAL NOTE—Except as otherwise provided by law outside the USA, the following information should be noted: The Du Pont Company is not aware of any health processing, please refer to bulletin HYT-201, "Han- The information set forth herein is furnished free of charge and is based on technical data that Du Pont believes hazards with HYTREL polyester elastomers as shipped dling and Processing Precautions for HYTREL" and to be reliable. It is intended for use by persons having technical skill, at their own discretion and risk. The in pellet or powder form. However, there are some observe the precautions recommended therein. handling precaution information contained herein is given with the understanding that those using it will satisfy hazards that may be encountered during processing, Compounding ingredients or additives used with particularly if recommended temperatures and holdup HYTREL to prepare finished products may present haz- themselves that their particular conditions of use present no health or safety hazards. Since conditions of prod- times are exceeded to the point where serious polymer ards in handling and use. Before proceeding with any uct use are outside our control, we make no warranties, express or implied, and assume no liability in connec- dceradation occurs. These are thermal burns. "blow- compounding or processing work, consult and follow tion with any use of this information. As with any material,evaluation of any compound under end-use condi- Uaun, uic auu C.Yvau tion s prior to specification is essential. Nothing herein is to he taken as a license to operate under or a a complete discussion on the hazards associated with ers of all ingredients. I I recommendation to tntnnge any patents. 2 11 Du Pont Company • Polymer Products Department • Engineering Polymers Division i __ Wilmington, Delaware 19898 polyester elastomer PRODUCT 1NFVa HYT-504(R 1) FLUID AND CHEMICAL RESISTANCE OF `HYTREL' The data tabulated in this report document the effects of a broad variety of chemicals, solvents, oils and hydraulic fluids on HYTREL polyester elastomerty. A summary guide to the chemical resistance of HYTREL is presented in Table I. As a general rule, the resistance of HYTREL elastomers to fluids and chemicals increases as the hardness of the polymer increases(see Table II). Stress-strain and volume increase date for 40D,55D,and 72D grades of HYTREL following immersion in a variety of fluids are listed in Tables III thru V. Resistance to Various Classes of Fluids HYTREL vs Some Other Thermoplastics HYTREL has excellent resistance to non-polar materials In general, HYTREL is resistant to the same classes of such as oils and hydraulic fluids, even at elevated chemicals and fluids as are polyurethanes, both ester temperatures.If necessary,resistance to hot oils can be and ether based. However, HYTREL has better high further enhanced by heat-stabilization. The superior temperature properties than the polyurethanes, and hot-oil aging resistance of heat-stabilized types such as can be used satisfactorily at higher temperatures in the HYTREL 5555 HSt2 is described in other literature (see same fluids. For example, after exposure at 150°C bulletin HYT-105).302°F] for 7 days in ASTM Oil No. 1, 55D HYTREL HYTREL is resistant to most polar fluids—such as swells only about 2%, and retains 60% of its original acids,bases,amines and glycols—at room temperature. tensile strength and 90% of its original elongation; However, its resistance to polar fluids is poor at tem- polyurethanes of equivalent hardness degrade in less peratures of 70°C [158°F] or above. HYTREL should than a week at the same conditions. not be used in service that requires continuous expo-HYTREL polyester elastomers do not contain an ex- sure to these fluids at elevated temperatures. tractable plasticizer, as do flexible vinyls, certain Resistance of HYTREL to hot moist environments is grades of nylon and many rubber compounds. Many good. Hydrolytic stability can be further improved, if fluids and chemicals will extract the plasticizer from FOR INFORMATION ON ENGINEERING POLYMERS desired, by incorporating HYTREL 10MS(3) as a stabi- these materials, causing a significant increase in stiff- lizer. Recommendations covering the use of HYTREL ness(modulus)and volume shrinkage. For example, a 10MS are presented in bulletin HYT-114. plasticized nylon of approximately 63D hardness un- Dial Du Pont First goes aiwo=folff increase in about 10% when exposed to ASTM Oil No. 1 for 302) 9994592 7 days at 121°C [250°F]. HYTREL shows no change in modulus and swells approximately 0.3% under the 1),(2)These superscript numbers refer to the proprietary materials list.p. 11. same exposure conditions. iIjJ P O NT) Reg. U.S. Pat. & Tm. Off.E-80904 REG US PAT BTPA OFF Q U PONT Dial DuPont First(302) 999-4592 Printed in U.S.A. 12/85 E-80904 For Automotive Inquiries(313)559-6000 Table I (cont.) CHEMICAL RATING CHEMICAL RATING Table V Formaldehyde,40% B Palmitic Acid A III 111 Fluid and Chemical Resistance of 72D HYTREL Polyester Elastomer Formic Acid B Perchloroethylene C(40,55D) FREON-11f61 A Perchloroethylene B(72D) Original Tensile Strength 39.3 MPa[5700 psi] FREON-12 A Phenol C Properties Elongation 350% FREON-113(55°C)[130°F] A Pickling Solution(20%Nitric Acid,4%HF) X at 22°C[72°F] 100%Modulus 17.2 MPa[2500 psi] FREON 114 A Pickling Solution(17%Nitric Acid,4%HF) X Tensile Strength, Elongation, Gasoline A Potassium Dichromate Solutions T Immersion Immersion of original of original Volume Glue A Potassium Hydroxide Solutions A Time, Temperature, retained after retained after Increase, Glycerin A PYDRAUL 312110f A Fluid days C[°F] immersione immersion' FluidsOilsandn-Hexane A Pyridine XHydraulic ASTM Oil No. 1 7 121 [250] 83 62 1 Hydrazine C SAE 10 Oil A ASTM Oil No. 1 150[302] 98 88 1 Hydrochloric Acid,20% B Sea Water A ASTM Oil No.3 7 121[250] 92 62 5 Hydrochloric Acid,37% C Silicone Grease A ASTM Oil No.3 7 150[302] 83 31 6 Hydrocyanic Acid J SKYDROL 500B(11) A Automatic transmission fluid, Hydrofluoric Acid,48% X Soap Solutions A Type A 7 121[250] 97 70 1 Type A 7 150[302] 101 96 2 Hydrofluoric Acid,75% X Sodium Chloride Solutions A Automatic transmission fluid, Sodium Dichromate,20% T Type F 7 121 [250] 98 74 2HydrofluoricAcid,Anhydrous X Sodium Hydroxide, 20% A Type F 7 150[302] 99 94 2 Hydrogen A Sodium Hydroxide,461/2% B PYDRAUL 312(10) 7 121 [250] 97 112 15 Hydrogen Sulfide A Sodium Hypochlorite,5% Isooctane A yP A Solvents and Fuels Soybean Oil T ASTM Reference Fuel B 1 22[72] 102 104 4 ASTM Reference Fuel B 7 50[122] 94 101 9IsopropylAlcoholAStannousChloride, 15% T ASTM Reference Fuel C 7 22[72] 99 104 9JP-4 Jet Fuel A Steam(100°C)[212°F] B ASTM Reference Fuel C 7 50[122] 104 103 12 Kerosene T Steam(110°C)[230°F] C n-Butyl alcohol 7 22[72] 108 112 2 Lacquer Solvents B(40, 55D) Stearic Acid T CELLOSOLVE Acetate(4) 7 22[72] 104 112 6LacquerSolventsA(12D) Styrene X Isooctane 7 22[72] 98 112 1 Lactic Acid T Sulfur, Molten T JP-4 jet fuel 1 22[72] 107 103 1 Linseed Oil T Sulfur Dioxide, Liquid T JP-4 jet fuel 7 38[100] 112 106 I Lubricating Oils A Sulfur Dioxide,Gas T Methyl isobutyl ketone 7 22[72] 109 112 6 Magnesium Chloride Solutions T Sulfuric Acid,up to 50% A Xylene 7 22[72] 99 101 13 Magnesium Hydroxide Solutions T Halocarbons Sulfuric Acid,above 50% C Carbon tetrachloride 7 22[72] 109 109 7 Mercuric Chloride Solutions T Sulfuric Acid,Fuming(20%Oleum) C FREON 113(6) 7 22[72] 106 110 1 Mercury A Sulfurous Acid B Perchloroethylene 7 22[72] 102 104 10 Methyl Alcohol A Tannic Acid, 10% A Trichloroethylene 7 22[72] 98 93 25 Methyl Ethyl Ketone B(40, 55D) Tartaric Acid T Acids and Bases Methyl Ethyl Ketone A(72D) Tetrahydrofuran B(40, 55D)Acetic acid,glacial 7 38[100] 93 100 16 Methylene Chloride C Tetrahydrofuran A(72D) Acetic acid,5% 7 38[100] 107 113 1 Mineral Oil A Toluene B(40,55D)Sodium hydroxide,20% 7 22[72] 90 104 1 Toluene A(72D) Sodium hydroxide, 10%Naphtha A Y 7 22[72] 109 110 1 Naphthalene B(40, 55D) TREFLANt1zl B Sulfuric acid,20% 7 22 72 110 111 1 Trichloroethyleneylene C(40, 55D)Naphthalene A 0 Sulfuric acid, 10% 7 22[72] 102 110 1P Trichloroethylene B(72D) Miscellaneous Nitric Acid, 10% B Aniline 7 22[72] 82 88 31TriethanolamineC Nitric Acid,30% C Trisodium Phosphate Solution A Dibutyl phthalate 1 22[72] 98 112 1 Nitric Acid,60% C Tung Oil T Ethylene glycol 7 22[72] 100 114 1 Nitric Acid. 70% C Toluene diisocyanate C Water(70°C)[158°F]A 2,4 isomer) 7 22[72] 110 104 6 r r1011°Cl f212°F1 B WESSON oil") 7 22[72] 101 110 1 Nitrobenzene C xylene R(40. 55D) Oleic Acid A Xylene 0, , These properties were measured at room temperature at a strain rate of 51 mm/min [2 in/min]on dumbbells died from slabs injection-molded under standard conditions. Oleum,20-25% C Zinc Chloride Solutions A 4 9 PROPRIETARY MATERIALS Table I Material Composition Supplier Chemical Resistance Guide For HYTREL 1) HYTREL* polyester Block copolymers of short-chain and long-elastomers-40, 55 diol terephthalateThe data tabulated below summarize the effects of a broad variety of fluids on HYTREL polyester elastomers.As a general rule the resistance of HYTREL 1111 elastomers to fluids and chemicals increases as the polymer hardness increases.Unless otherwise noted the ratings shown in the table apply to allIIIhardnessgrades. and 72 durometer D chain polyether diol Du Pont Company Rating Key:A-Fluid has little or no effecthardnessterephthalatePolymerProductsDeptB-Fluid has minor to moderate effect 2) HYTREL 5555 HS Specially-stabilized 55D HYTREL Elastomers Division C-Fluid has severe effectWilmington,DE 19898 T-No data-likely to have minor effect 3) HYTREL 10 MS Concentrate of aromatic poly- X-No data-likely to have severe effect carbodiimide in 40D HYTREL; Ratings are at 22°C[72°F]unless otherwise specified.Concentrations of aqueous solutions are saturated,except where noted. 20% PCD by weight. We emphasize that the data contained herein should be used as a guide only.The tabulation is based primarily on laboratory tests but does not take into CELLOSOLVE* acetate Ethylene 1 col monoethyl ether Union Carbide Corporation account all variables than can be encountered in actual use.Therefore it is advisable to test the material under actual service conditions before 4) Y g Y Y rP specification.If this is not practical,tests should be devised that simulate service conditions as closely as possible. solvent acetate Chemicals and Plastics 270 Park Avenue CHEMICAL RATING CHEMICAL RATING New York, NY 10017 5) DUAL*herbicide Metolachlor Ciba Geigy Corp. Acetic Acid,20% A Carbon Bisulfide B(40,55D) P.O.Box 18300 Acetic Acid,30% A Carbon Bisulfide A(72D) Greensboro,N.C.27419 Acetic Acid,Glacial A Carbon Dioxide A Acetic Acid,Glacial(38°C)[100°F] B Carbon Monoxide A 6) FREON*refrigerants Acetic Anhydride T Carbon Tetrachloride C(40D) FREON 11 Trichlorofluoromethane Du Pont Company Acetone B Carbon Tetrachloride B(55) FREON 12 Dichiorodifluoromethane Petrochemicals Department FREON 113 Trichlorotrifluoroethane FREON Products Division Acetylene A Carbon Tetrachloride A(72D) FREON 114 Dichlorotetrafluoroethane Wilmington,DE 19898 Aluminum Chloride Solutions T Castor Oil B(40,55D) Aluminum Sulfate Solutions T Castor Oil A(72D) 7) HARMONY*OIL No.41 Hydrocarbon oil Gulf Oil Company—U.S. Ammonium Chloride Solutions A Chlorine Gas,Dry X 1167 Gulf Building Addition Ammonium Hydroxide Solutions T Houston, TX 77002 Ammonium Sulfate Solutions B(40, 55D) Chlorine Gas,Wet X Ammonium Sulfate Solutions A(7PD) Chloroacetic Acid X 8) HOUGHTO-SAFE 620 Water/glycol fluid E. F. Houghton & Company Chlorobenzene X hydraulic fluid 303 West Lehigh Avenue Amyl Acetate B A Chloroform C(40,55D) Department 154 Amyl Alcohol Chloroform B(72D) Philadelphia, PA 19133 Aniline C ASTM Oil No.1(149°C)[300°F] A Chlorosulfonic Acid C 9) ORONITE* 8200 Disiloxane fluid Chevron Chemical Company Citric Acid Solutions A hydraulic fluid Oronite Division ASTM Oil No.3(149°C)[300°F] A Copper Chloride Solutions A 200 Bush Street ASTM Reference Fuel A(70°C)[158°F]A ASTM Reference Fuel B(70°C)[158°F]A Copper Sulfate Solutions A San Francisco, Ca 94120Cottonseed Oil A 10) PYDRAUL*312 Phosphate ester Monsanto Company ASTM Reference Fuel C A Reference Fuel C(70°C)[158°F]B(40,55D) Cyclohexane A hydraulic fluid 800 North Lindbergh ASTM Reference Fuel C(70°C)[158°F]A(72D) Dibutyl Phthalate A Boulevard Asphalt T Diethyl Sebacate A 11) SKYDROL* SOOB Phosphate ester St. Louis, MO 63166 Atrazine A Dioctyl Phthalate A 12) TREFLAN*trifluralin a,a,a-trifluoro-2,6-dinitro- Elanco Products Co. DUMP A N,N-dipropyl-p-toluidine Division of Eli Lilly and Co. Barium Hydroxide Solutions T 740 Alabama St. Beer A Epichlorohydrin X Indianapolis,IN 46285 Benzene B(40,55D) Ethyl Acetate B(40, 55) Texaco, Incorporated A(72D) Benzene A(12p _- - 13) URSA*oil Petroleum oil4 Ethyl Alcohol 135 East 42nd Street Borax SOIution _ ---_A A Ethyl Chloride C(40, 55D) New York, NY 10017 Boric Acid Solutions A 14) WESSON*oil All-vegetable salad oil Hunt-Wesson Foods, Inc. Bromine,Anhydrous Liquid X Ethyl Chloride B(72D) 1645 West Valencia Drive Butane A Ethylene Dichloride C(40, 55D) Ethylene Dichloride B(72D) Fullerton, CA 92634 Butyl Acetate B(40, 55D) Butyl Acetate A(72D) Ethylene Glycol A Reg• Calcium Chloride Solutions A Ethylene Oxide A U.S.Pat.&Tm.OR. Calcium Hydroxide Solutions T Ferric Chloride Solutions T Calcium Hypochlorite,5% A Fluosilicic Acid T 10 3 Table III Table IV Fluid and Chemical Resistance of 40D HYTREL Polyester Elastomer III III Fluid and Chemical Resistance of 55D HYTREL Polyester Elastomer Original Tensile Strength 25.5 MPa[3700 psi] Propertiesa Elongation 450% Original Tensile Strength 39.3 MPa[5700 psi] at 22°C[72°F] 100%Modulus 7.6 MPa[1100 psi] Properties Elongation 350% at 22°C[72°F] 100%Modulus 17.2 MPa[2500 psi] Tensile Strength,Elongation,100%Modulus, Immersion Immersion of original of original of original Volume Tensile Strength,Elongation,100%Modulus, Time, Temperature,retained after retained after retained after Increase, Immersion Immersion of original of original of original Volume Fluid days C[°F] immersiona immersiona immersiona Time, Temperature,retained after retained after retained after Increase, Fluid days C[°F] immersionb,c immersionb,c immersionb,c Oils and Hydraulic Fluids ASTM Oil No. 1 1 22[72] 100 101 99 1 p Oils and Hydraulic Fluids ASTM Oil No. 1 7 100[212] 83 103 111 2 ASTM Oil No. 1 7 100[212] 94 100 No data 2 ASTM Oil No.3 7 22[72]99 107 95 8 ASTM Oil No. 1 7 121 [250] 100 109 No data 2 ASTM Oil No. 1 7 150[302] 97 125 No data 2 ASTM Oil No.3 7 100[212] 78 96 100 23 ASTM Oil No. 2 7 100[212] 108 105 No data 7 Crude oil,Algerian 3 70[158] 108 101 No data 21 ASTM Oil No.2 7 121 [250] 105 109 No data 8 PYDRAUL 312t10t 7 22[72]90 112 78 40 ASTM Oil No.2 7 150[302] 95 118 No data 11 PYDRAUL 312t10t 7 100[212] 50 104 44 110 ASTM Oil No.3 7 100[212] 104 107 101 11 URSA oilt13t 7 22[72] 112 110 100 1 URSA oil(13) 7 100[212] 93 104 110 5 ASTM Oil No.3 7 121 [250] 102 109 102 13 ASTM Oil No.3 7 150[302] 61 86 103 18 Solvents and Fuels Automatic transmission fluid, ASTM Reference Fuel B 7 22[72] 100 104 84 28 Type A 7 100[212] 109 130 No data 5 ASTM Reference Fuel B 7 70[158] 78 96 93 36 Type A 7 121 [250] 110 109 No data 6 ASTM Reference Fuel C 7 22[72]62 110 67 50 Type A 7 150[302] 105 123 No data 8 ASTM Reference Fuel C 7 70[158] 47 89 53 88 Type A 14 150[302] 60 89 No data 9 n-Butyl alcohol 7 22[72]82 113 91 18 Automatic transmission fluid, CELLOSOLVE Acetatet4t 7 22[72]83 110 78 40 Type F 7 100[212] 104 100 No data 5 Isooctane 7 22[72] 106 104 101 8 Type F 7 121 [250] 101 103 No data 6 Type F 7 150[302] 92 131 No data 8 Methyl isobutyl ketone 7 22[72]57 81 81 42 HARMONY Oil No.41t7t 7 100[212] 101 98 No data 3 Xylene 7 22[72]57 74 75 88 HARMONY Oil No.41t7t 7 121 [250] 104 103 No data 4 Halocarbons HARMONY Oil No.41t7t 7 150[302] 35 8 No data 3 FREON 113t6t 7 22[72]99 107 67 19 HOUGHTO-SAFE 620(8) 7 70[158] 95 96 No data 1 Perchloroethylene 7 22 [72]73 98 58 81 HOUGHTO-SAFE 620(8) 14 70[158] 95 103 No data 1 PYDRAUL 312t10t 7 100[212] 90 91 98 31 Trichloroethylene 7 22[72] Dissolved PYDRAUL 3121101 7 121 [250] 77 91 93 40 Acids and Bases PYDRAUL 312t101 14 121 [250] 80 101 No data 41 Formic acid,conc. 7 22[72] 47 94 49 57 SKYDROL 500Bt11t 7 100[212] 72 80 95 22 Formic acid,50% 7 22[72] 58 108 66 11 SKYDROL 500Bt11t 7 121 [250] 10 10 32 Formic acid, 25% 7 22[72]72 110 85 5 Solvents and Fuels Formic acid, 10% 7 22[72] 71 114 86 2 ASTM Reference Fuel C 7 22[72]93 94 91 24 Sodium hydroxide,20% 7 22[72] 100 103 77 1 ASTM Reference Fuel C 7 70[158] 105 102 92 31 Sulfuric acid,20% 7 22[72]91 100 74 1 n-Butyl alcohol 7 22[72] 116 100 80 11 CELLOSOLVE Acetatet4t 7 22[72]95 94 80 19 Miscellaneous Isooctane 7 22[72] 106 94 86 5 Dimethyl formamide 7 22[72]85 111 82 39 Ethylene glycol 7 22[72]76 102 82 1 Methyl isobutyl ketone 7 22[72] 108 97 80 19 Nitromethane 7 22[72]65 103 59 33 Xylene 7 22[72] 108 97 77 36 WESSON oilt14t 7 22[72]90 102 102 1 Halocarbons Carbon tetrachloride 7 22[72]94 94 69 32 These properties were measured at room temperature at a strain rate of 51 mm/min[2 in/min]on dumbbells died from slabs injection-molded under standard conditions. FREON 113(6) 7 22[72] 102 106 91 7 Perchloroethylene 7 22[72]96 100 84 32 Trichloroethylene 7 22[72]99 106 77 67 Acids and Bases Acetic acid,glacial 7 38[100] 38[100] 85 88 74 39 Acetic acid, 5%7 128 112 96 1 Formic acid,conc. 7 22[72]82 89 74 31 Formic acid, 50% 7 22[72]84 111 70 8 6 7 Table IV (cont.) Table II Tensile% Strength,Elongation,n 100%% o Modulus, inal1111 11111 Effect of Hardness on Chemical and Fluid Resistance of HYTRELImmersionImmersionoforiginaloforiginaloforiginalVolume Time, Temperature,retained after retained after retained after Increase, Immersion Immersion Volume Increase,Fluid days C[on immersionb,c immersionb,c immersionb,c Time,Temperature 40D 55D 71DFormicacid,25% 7 22[72]95 105 86 4 Fluid days C[°F]HYTREL HYTREL HYTREL Formic acid, 10% 7 22[72] 100 109 88 2 Oils and Hydraulic Fluids Sodium hydroxide, 20% 7 22[72]95 106 95 1 ASTM Oil No.1 7 100[212] 2 2 1 Sulfuric acid,20% 7 22[72]92 106 100 1 ASTM Oil No.3 7 100[212] 23 11 4 Ethylene Glycol 7 22[72] 1 1 1 Miscellaneous PYDRAUL 312(9) 7 100[212] 110 31 15 Aniline 7 22[72] 51 64 44 93 SKYDROL 500Bt101 7 100[212] 22 Dibutyl phthalate 7 22[72]110 97 83 12 Solvents and Fuels Diethylene glycol 7 22[72]101 97 79 1 ASTM Ref.Fuel C 7 22[72] 50 24 9 Dimethyl formamide 7 22[72] 98 94 76 19 n-Butyl Alcohol 7 22[72] 18 11 2 CELLOSOLVE Acetate(4) 7 22[72] 40 19 6Dioctylphthalate722[72]121 112 91 3 Iso-octane 7 22[72] 8 5 1 Ethylene glycol 7 22[72] 101 94 86 1 Methyl lsobutyl Ketone 7 22[72] 42 19 6 Nitromethane 7 22[72]100 109 89 17 Xylene 7 22[72] 88 36 13 Toluene diisocyanate Halocarbons mixed isomers) 7 22[72] 97 90 67 41 FREON 113(5) 7 22[72] 19 7 1 WESSON oilt14f 7 22[72] 98 94 87 1 Perchloroethylene 7 22[72] 81 32 10 Trichloroethylene 7 22[72] Dissolved 67 25 Acids and BasesbThesepropertiesweremeasuredatroomtemperatureatastrainrateof51mm/min[2 in/min]on dumbbells died from slabs injection-molded under standard conditions. Acetic acid,glacial 7 38[100] No data 39 16 These values are based on unmodified HYTREL;the superior hot oil aging of heat-stabilized types such as HYTREL 5555 HS is covered in other literature. Acetic acid,5% 7 38[100] No data 1 1 Formic acid,conc. 7 22[72] 57 31 No data Formic acid,50% 7 22[72] 11 8 No data Sodium Hydroxide,20% 7 22[72] 1 1 1 Sulfuric acid,20% 7 22[72] 1 1 1 8 5 Impermeable,' Compatible & Flexible But the same is true of double- in a cleanup operation. "It doesn't we're doing." holes without anyone actually having wall steel and fiberglass tanks, he get off your property as has hap-The liners protecting the single- to climb into the hole. pointed out. Snow said all indica- pened in the past," he said. It won't wall tanks are called "underliners."Regarding the durability of the Lions are HYTREL has the "low pollute someone else and get you Where dual-wall tanks are used, the HYTREL tank hole liner, Reicin permeability," the necessary product involved in all kinds of legal ram- petroleum marketer may opt to use said HYTREL is not really a new compatibility, and the flexibility nec- ifications." only "overliners" for his piping. material. It has been used in hoses New Tank Hole Liners essary. It is resistant to fungus and Snow even believes dual-wall tanks "The material lays on top of the tank, and gaskets for more than a decade. mold and is not affected by aggres- should be installed with tank hole practically," Reicin explained. "It's "We did the first HYTREL liner for Protectsive soil. liners. The problems of corrosion interfaced with the openings in the a major steel company eight yearsGroundwaterCertainly, the liner should be ex- and improper installation which have tank which are provided for the pip- ago," he said. "The material was petted to last as long as the tank," caused leaks in the past will continue ing." Liners also catch any leaks recently taken out of the ground and Snow declared confidently, to affect even the double-wall tank, under the dispenser. tested and it retained its full prop- SecondaryContainment Liners though on a slower basis, he said.erties, including its tensile strength.g Liner Technology That was for hazardous chemicals,"Today's fiberglass, fiberglass- Snow argued piping is al-Petroleum marketers who ical material you would find in this coated steel, and cathodically-pro- g leaking P P MPC has developed some special he added. "We installed liners well application," Snow declared. A lack tected steel tanks aregreat improve- so a major cause of pollution today. features for its liners. For instance, before there was any secondary con-need to find some form of PP p HYTREL liners can also prevent the for,its containment for of chemical resistance to petroleum ments in the fight against ground- leaked product from leaving the area the zippers mentioned earlier allow tainment requirement for the Corps is the factor which rules out Du water pollution, but Snow feels the of the piping. He said some market- of Engineers at some of their armytheirnewundergroundpetro- Pont's HYPALON as a petroleum secondarycontainment liners are still P P g• I 3 6' leum storage tanks have a few ers who will opt for adual-wall tank bases. storage tank liner. Du Pont had to necessary. While the newer tanks might balk at the thought of dual- Reicin said earlier use of the options available, including the pick and choose from among its will cut down on the problem of wall piping. HYTREL liner may have been lim- use of "impermeable" tank polymers before it settled on HY- leaks, there will always be human P P g ited by its cost. He believes the cost TREL. Marketing of the liners will continue to comeBoleliners. These liners are error or some other cause of failure HYTREL not new. They have been used "The third desirable characteristic which will result in the release of Du Pont sells HYTREL material down as more and more petroleum bymanyindustries for manyof HYTREL (as opposed to things the stored contents. L 4 marketers use them. like high-densityto Cooley Corporation, which fabri- And he believes the cost of a sec- purposes It seems to me a lot ofpeople purposes for more than two Snowcates the liner material. Cooley then p ondarycontainment liner is alreadywouldbeitisveryflexible," say, 'O.K., we'll put a tank in thedecades, but their use as a sec- explained. "If you have any ground ground, cathodical) protected or sells the product to MPC IF +*^` '.. less than the cost of a comparable ondary containment for under- movement, the flexibility of the ma- whatever- and then we'll put a couple ment Systems, Ltd. MPC is currently system of dual-wall tanks. ground petrol..-,um storage tanks terial is beneficial." the only company which offers tank O p g of (monitoring) wells around and 4,hole liners made of HYTREL. The " Containing Costs is a new application. The question of how long the then if we have a leak. we'll detect As Dr. Austin Snow, Jr, explains HYTREL liner will last is not so it and then we'll go in and we'll company calls its liners the Petro- Comparing prices is always dif-p GardTM secondarycontainment s s- it, some marketers have expressed tern. Y ilt m ficult in petroleum equipment be- some reservations about these liners O MPC fabricates the liners bymak- cause no one is ever'sure what dis- because of their mistaken notion they k Du Pont states a liner for underground counts are being provided and other ing the proper seals and other forms petroleum storage tanks should have factors tend to cloud the issue, butlinersareanewconcept. Snow is ems of closures and by creating the liners three features: 1. It should be coin- Reicin offered a few estimates based a senior marketing representative for ' . , - to fit the special applications of nk P P patible with the product it is designed on a study his company did recently.Du Pont Company with the title of ff All the prices he provided werePYs MPC's customers. Ed Reicin, MPC's to contain; 2. It should be flexible to secondary containment coordinator president, appears to be every hit as allow for ground movement without «lis „His doctorate is in the field of or- t u ,. M enthusiastic about the HYTREL ripping; and, 3. It should have a "low t' ganic chemistry and he has been 4 permeability." "There is nothing in this Reicin used the example of a sin- with Du Pont for more than 20 4 t liner for secondarycontainment as p Y• ale-wall and dual wall 550-gallon is Dr. Snow. "We have several sys- tems," world that isn't permeable," said a Du gle-wall fiberglass tank with identical mon- years. terns," he said. Pont spokesman, but HYTREL® comes g close. itoring wells and piping arrange- 20 Years And Counting g Different types of installations call ments. "The double-wall tanks with HYPALON has been used in for different liners. For instance, the installers to close up the piping the liners on top and monitoring Reicin gave the example of an in- liners without welding. MPC calls came up$4,600list,versus the single-pond lining applications for more J g, g than 20 years, Snow. lained so stallation of three 10,000-gallon the closures "InterLokTM." Reicin wall tank with an underliner (which) tanks. "If they were all single-wall 3,800," the concept of in-ground lining is described the InterLok as "slide came out at he declared. well established. tanks, we would put a liner in the closures." "These are the type of Then he gave estimates for a sin- hole underneath the tanks which PPby ale-wall 50 000- allon tank, againSnowrecommendedHYTREL®zippers that were created NASA's a g would interface with the piping."program,"for the secondary containment liner space he said. He ex- with all appropriate monitoring and for underground petroleum storage Then, to protect against pipe leaks, plained the zippers are similiar to the underliner. "Because they don't tanks. HYTREL is a polyester elas- special liners are installed in the the closures on some plastic bags. make a (dual-wall) 50,000-gallon tomer which features three proper- MPC Containment Systems, Ltd. has designed its PetroGardTM secondary contain- pipe trenching. "Now the size of the "Oversized Baggies!" Reicin de- tank, we took four 12,000-gallon ties Snow believes are important in ment system so it c3n be completely installed without anyone actually climbing trenching that holds the piping de- dared. "One thousand times the size tanks," Reicin explained. Again, all tank liners, into the tank hole. This results in a savings in the cost installation since any pends on how many pipes are in it." of the Baggie with the Baggie do- other factors were equal. but the First, "it has low permeability tank hole should be shored if people are going to be in it. he observed. For example, a 10-ft- sure." differential expanded to about which is a maj or consideration," he wide material is used where four or 20.000 in favor of the tank hole said. Liners are often called "im- easily answered, although Snow in- clean up:" more pipes are being installed. For Liners Prefabricated liner, he declared. The differential permeable," but Snow contends this dicated the liners will last a very The liner is a better idea, he said. locations with only three pipes, a The MPC liners are prefabricated continues to expand as a marketer is technically incorrect. "There is long time. He explained laboratory If the tank leaks, the product is con- 5-ft.-wide liner is used. The liners so they can bet installed easily at the gets into multiple-tank facilities. nothing in this world that isn't per- test data can change, depending on tained in the liner. A monitor sys- are then closed around the piping site. Some seams are heat sealed. Reicin claims he is basically "neu- meable." For the marketer who must the methods of conducting tests. tern lets the tank owner know he with a "zipper." Most people don't want to shore tral" in the issue because he mann- contain a leak in a secondary con- Single long-term immersions of liner has a problem, and a simple recov- But if the marketer has a "mis- their tank hole," said Reicin. But if factures overliners as well as the a...,..,..., r crr es_ tank" with only one pipe installation people are going to be underliners. "I'm not saying we ability" of HYTREL serves the pur- ferent effect than several short-term product. thus, ttie liner Keeps the I ' - t ,, P the 1Pak l ellaneou r .--- t,l„' r , 11 more tnatFrial- ose, be said. immersions. Snow explained most ofpollution "kind of inyour own back- we call a 5-in.-diameterpkind tubing," he son, the sides should be shored. o but in terms of making a presenta- Second. HYTREL has "really ex- the liner materials haven't been in yard." Snow said this scenario is far explained. "We have something that MPC has designed its underliners so Lion . . . you do try to stay as neutral cellent chemical resistance to the typ- existence 20 years. less expensive than having to engage fits the budget of the particular thing they can be positioned in the tank as possible." El REPRINTED FROM NOVEMBER-DECEMBER 1985 ISSUE OF PETROLEUM MARKETER REPRINTED FROM NOVEMBER-DECEMBER 1985 ISSUE OF PETROLEUM MARKETER THE EQUIPMENT BOOK Nom 0 LEUM F'F: 1:4'41Itj*j4,':'' ,. 4 Rttla.„, * , ttp , .t. 2,,,,,,,k:,,,,,,4t„,,,i7.2:,„ ,.,, ,, , ' ..,,,.,• im,-.;,1,,,,,,,I.,,:-:,:,, ::,' e•*,:.:1 ,,, ALD,,,,,,,44, e ate" q s . , ' , • ab zr ; Ka yam , a •«' m.a °.•,;.g« e n. ekn x,:. .!$ g!¢g:ag a'estr!Zwm• tea,)— E y. s` s yA„ s . a ^," d","q,X a„ a°n. •. s,. , s °, 3? x Z,i- ''' :,404. :*.'40-8°' t ,—./.. ,, A.:, ---.',1**, - ' - ' ' " - 2---4 a ,. , ate: `e ,: a 4.a .. REPRINTED FROM NOVEMBER DECEMBER 1985 ISSUE OF t8 e 11*ErROLEtiM f,;.. ., iviARiotENTER 1985 McKeand Publications, Inc. neck 1 I I v J M r,,,, 1 ro y e It ildrikr"'H r4i t o. r t a' FORM s STORE REPORT a .$ m4 40001 LOADING z: e 40,4*Afit , • du ° d' 9:,‘,, te har marketers E R ESN . s, :. rya E Evolvepment el'.sue a ,....'z. a.s. ° t 0 a K ..finer s i,,vent Underground Lea s By HAYD_E CAMACHO Jamul of Commons Staff ' NEW YORK— Some widely used ability to most fluids, particularly these belong to major oil companies, chemicals, including those found in petroleum products,and are suitable which have significant tank protec- gasoiine,solvents and pesticides,are for the containment of such fluids lion and replacement programs un- leaking from storage tanks and seep- until cleanup takes place. der way. ing throneh the soil to cons mist_ Liners of Havel also are flexible Among the companies and i:stitu- nnder-g-ound reservoirs. and puncture-resin ant, withstand a tors that have installed Hytrel lin- Groundwater contamination has broad range of-temperatures and ers for secondary containment are been found in every state in the have a life expectancy greater than Cee't'on Corp., Shell Oil Co., Mobil country and affects supplies in such the storage tanks they protect, Du Oil Corp, Texaco Inc., Exxon Corp., major cities as Tampa, Fla.; Provi- Pont said. Already, more than 10) Atlantic Richfield Co., Southland deuce, RL; Phenix, A,riz4 Minneap- secondary containment liners of Hy- Corp. (7-11 Stores), North Dakota olL New Orleans; and Juneau, Alas- trel are in use throughout the core- State iiniverslty, Rockwell Interna- ka. In fact, the problem has been try. tional and Hertz Corp. described by the Environmental Factors accounting for leaking According to John McPherson, Protection Agency as"a major envi- tanks include internal and external senior staff engineer for Exxon ronatental issue of the 198Cs." corrosion, punctures er cracks, age, Corp., Hytrel liners have "worked Now, however, a prortizirg solu- soil condiuons and improper instal- very well They are easily installed tioa to the environmental threat of latioa and do a good job." leaking underground storage tanks, The key to the success of a Hytrel MPC Containment Services Ltd., or LUST, has emerged. Flexible liner system is that it is desiened to Chicago, Di, manufactures the lin- membrane liners of Du Pont Hytrel e am+nation. ers, and Mr. McPherson noted that prevent groundwat_r cone polyester ela-tomer are being used Other systems use leak detectors or the company"has done a good job on as secondary containment fcr under- inventory control to alert tank oper- application engineering for our in- ground tankQ ators of leaks but must then rely on dustry. We had tried other liners but In the last two years,a new need cleanup effort. Once water is con- generally the other companies were has emerged that can be greatly taminated, however, it is difficult not willing to give the same consid- aided by the use of a flexible syn- and expensive, if not imposible, to eration to applications engineering thetic membrane liner," said Austin return water to its cnco:.:"rntnated 23 Da Pont and MPC." Snow, Hytrel secondary containment state Exxon is using the system at new coordinator for E.L du Pont de Nem- Only a small fraction of the more in.stallatiors in California and a few ours&Co."The need is for a second- than 2 million underground gasoline varied locations on the East Coast. ary containment liner system that storage tanks nice made of cathodi- Its oldest installation cf 13 months is • will protect the environirent from cally protected steel or fiberglass. in San Jos; Calif. SinceundergroundstoragetanksThevastmajority, however, are un- e the company s new storage and associated piping systems Iiy- protected steel tanks, which are talks are double wall tarns, the ha- trel polyester elastomer seems ide- highly susceptible to corrosion. er is used to contain the piping, ally suited for this application be- With the tiytrel liner system, a where upwards of 60 percent of cause of its excellent fuel flexible membrane barrier is in- leaks occur. The liners also can be resistance." stalled into the storage tank hold used under the tanks and piping of Mr. Snow noted that Du Pont has and along the trench under the conventional steel or fiberglass been selling such polymers as Hype- tank's pining By confining leakage tanks. Ion, Nordel and Neoprene for liner from tha tank or piping to the space applications for the past 20 years. of the liner system,any leaking fluid When California (the first state to can then be easily detected and I.._ require secondary continment) was covered. A leakage indicator located getting concerned about leaking where spillage fluids would accu_nu- tanks and started talking about sec- late is wed ia imolaitcr the area. ondary containment, it became a Forty permit of all steel under- natural for us, since we knew the ground storage tanks in the United Market" States belong to gasoline stations, Liners of Hytrel offer low perme- and approximately 40 percent of Reprinted with the permission of THE)OUR.NAL.OF COMft5EnnCE ir=the Ji!y-'. 198S issue. MPC Containment Systems, Inc. Introduces PetroGardTM. The New High-Performance Secondary Containment Liner System For Fuel. n various parts of the country, enacted or pending legislation requiring the protection of soil and water aquifers from fuel eck h:V uic i Iccu Ivl LAI I CIII:IIV1 JCl ' ondary containment system for typical above and underground storage facilities—such as automotive service stations and industrial sites. This brochure describes today's leading response to that need—the high-performance secondary fuel containment system designed by MPC Containment Systems. Developed in conjunction with Cooley, Inc. and the Du Pont Company, PetroGardTM secondary fuel containment system is operational today, having been used by major oil companies for their service stations. i For More Information . . . regarding specific secondary containment applications, write: MPC Containment Systems, Ltd., 4834 S. Oakley Chicago, IL 60609 312) 927-4121 800) 621-0146 Introducing PetroGardTM High Performance Secondary Containment Liner Systems Mtort NOT cook kf it,. a rl ;Lana 1 r a , c\ s/ 4, tik. 4,.:\ 404., , d,w141c,....\,,,,,"..c.,, v. /,,,,,,_ . 1 aNikt ' 4, „, ilik\ N, ON/N,"); 1) 1\‘' a r ry n rye a / jx ," a , c yam.r ,,7 1 i r. 1P;':::r11 4l`" ` is e p,9 1;f 1 f yt 13 e1' i MPC Containment Systems, Ltd. Chicago, Illinois MPC Containment Systems, Ltd. i i The Heart of the System is One of the advantages of the liner based on HYTREL' from The Flexible Liner Du Pont is its abilityity tto be seamed by heat vs.cement 1:111:":.. 1-or adhesives which can he flexible liner has progressed dramatically over recent cause some weakness in years. In the mid 1960's,they began to replace rigid tanks the liner. and concrete, asphalt or clay linings for the open pits 1 normally used to contain liquid wastes, During that time,these liners were tvoically thin t InrPinfnrrPrt The PetroGuardTM System also HYTREL®from DuPont holds up sheets of rubber or plastic. They provided success in some Includes custom-designed well against abrasion and applications. But failures were too numerous,due largely to liners designed to fit the puncturing.These features g y trenches that contain are important during liner poor seaming, low atmospheric and chemical resistance the pipes leading from the installation when gravel and inadequate mechanical strength to withstand stress. dispensers to the tanks. and sand are poured into the hole. Since those early days, liner technology has responded to the increasing demands of various waste containment regulations and industry's own sense of environmental responsibility. Now, i yam ow, f rir, VI state-of-the-art liner technology offers effective solutions to i' A" -' -. J almost any liquid containment need—from potable water to I, industrial wastes. Today's second generation of synthetic linings - z includes new compounds, new high-strength reinforcing fabrics, The Key to MPC s Flexible Liner the latest state-of-the-art manufacturing equipment, and IS Du Pont HYTREL® innovative installation techniques, making flexible membranes the choice of the present and future. 1 c ,PC Containment Systems offers each customer an ap-Today's high-performance flexible membranes are cost-effective (--ow s plication engineering team approach to solve their par-in a wide variety of applications, such as industrial effluent and ticular containment problem. Du Pont provides polymer waste treatment ponds, reservoirs and landfill pits. chemistry support, Cooley's Protective Coatings and Fabric Specialty Division provides membrane reinforcing and testing services, and MPC provides liner design,fabrication,and installation guidance. The PetroGardTM system HYTREL is a thermoplastic elastomer introduced by Du Pont is based on a flexible y -- le r ill, _ -__ o -_ in 1971. It has excellent resistance to fuel and chemicals. HYTREL membrane liner made from r, ; _ "' also has a history of use with fuel,oil and grease in various Du Pont HYTREL" of ester k+iirt ''"`r;. polyester automotive application. elastomer,shown here lining i a hole that will contain HYTREL offers excellent abrasion and puncture resistance, giving service station fuel tanks. the liner durability underground. And it helps the liner remain flexible in temperature extremes thereby avoiding cracking from environmental stress.NI Finally,because HYTREL is thermoplastic, it allows heat seaming of sheets vs. cementing. Cemented seams have been known to be less reliable under stressful conditions. i 4 v-. a tea 1 Because the system is Secondary Containment andcustom-engineered,it is easy - , . to install Here installers adjust !RI . The PetroGard "'SystemSystem the liner fora proper corner .* fit,using the red line as f:t T guide.once the liner i 1 y definition, secondary containment involves the stand-by properly placed, it's read containment of solid, liquid or gaseous materials thatforthetanks.I , / leak from their principal, primary storage containment, 7 / 1\/such as concrete, metal, clay or synthetic holding systems. r The PetroGardTM system is a custom-designed and engineered 4--t . flexible membrane liner produced to fulfill this need. The liner, I i i based on Du Pont HYTREL®polyester elastomer, is fabricated by extruding the material into reinforced panels.The panels are then seamed by thermal high-pressure welding into a strong preformed size to allow ease of installation. PetroGardTM is THE Choice For Sec • • • - y C. I - ecause the PetroGard' system is custom-designed and IIengineered with a liner based on Du Pont HYTREL®, it's the choice for secondary containment. The advantages to the user are. ft High quality fabrication and custom design Easy installation due to custom fit and flexibility j- Fuel and chemical resistant liner Abrasion and puncture resistant liner The PetroGardTM SystemLinerisresistanttocrackingandotherdamagecausedbywithcustomdesignedliners temperature extremes and environmental stress. made from Du Pont HYTREL The result is a completely engineered, reliable, cost-effective is an ideal method of secondary containment for secondary fuel containment system. It should be your choice for auto service stations your secondary containment needs. Many have already made it their choice. Et' 1 _ 5 4 t L. I ' I 4 i II ii ,i, ,11ItiptFPPii . 'by--_,- —i#1e1tr0toIsi iilb;lea wh6.... fir* * MA I C CORROCOTE II COATINGS INSTANT SETTING BY HIGH BUILD PROTECTIVE COATING-RESISTS CHEMICALS, MADISONCORROSIONi ANDl BnRdASIONTechn• Application Instructions THE PRODUC" 101S Corrocote II is tw.) component, high build, high solids polyurethane resin coating. Corrocote II is a 50:50 mix ratio system which cures to form a hard, durable, resilient coating offering superior resistance to corrosion, chemicals and abrasion. Being virtually solvent-free, Corrocote II will not shrink in volume during its curing process. The finished product is a resilient, non-toxic polyurethane solid having an appearance resembling baked enamel. Theoretical coverage (not allc wing for waste, overspray and overbuild) is 425 square feet per dry mil per litre (1600 mil feet per U.S. gallon); at 10 mils, therefore, theoretical coverage is 160 sq. ft. per gallon or abour 42 square feet per litre. Because this coating will cure at any temperature and is virtually instant setting it can be used in many appli- cations where epoxies or polyesters have been used in the past but without the disadvantages associated with the troublesome handing and curing characteristics of products of that type. If "one can" cc nvenience is a primary consideration, several single component versions of Corrocate protective coating are avails ble. See separate Data Sheets for Corrocote 'S', Corrocote 'TX' and Corrocote Precatalyzed. APPROVALS AND USES Because of its outstanding handling and performance characteristics, Corrocote II is very widely used for tank coating, tank linir g, pipe coating and structural steel. Corrocote II is approved by a number of government and trade bodies including: Underwriters' Laboratories of Canada pursuant to Standard S603.1 for underground fuel tanks; Canadian Standards Association pursuant to Specification B66 relating to waste storage tanks; and the U.S. Steel Tank Institute pursuant to its P-3 standard for underground fuel tanks. Corrocote II has become the most widely used tank coating in North America for these purposes. Further, Corrocote II has excellent case histories in a number of diverse applications such as an exterior coating for ocean pilings and an interior coating on oil-water separators, industrial water tanks and fertilizer storage tanks. TECHNICAL INFORMATION Solids Conter t (conversion to solids by volume) 97 — 99% Chemical Resistance Excellent (see Resistance Bulletin) Flexibility 180 degrees at .015" at 3/4" Mandril Tensile Strength 6 5,200 p.s.i. Flexural Strer gth 6,000 p.s.i.Shear Strength 6,500 p.s.l. Tensile Modu us 240,000 p.s.i. Compressive Strength 10,500 p.s.l. Adhesion to Substrate(depending on substrate preparation) 1,000 — 2,500 p.s.i. Resistance to Temperature Extremes (Dry) 40°C to plus 150°C Wet) 40°C to plus 90°C Hardness (Shore D) 80 — 85 Abrasion Res stance Excellent Perm Rating Non-Breathing Ultra Violet Resistance Excellent resistance to U.V. degradation but will darken and/or yellow in direct sunlight Colour Black Is a stock colour. Others available on request. 87 Seattle (206) 281-5000 Portland (503)284-5505 Hayward (415)881-0837 87 ACE® Toll Free: WA (800) 552-7132 OR (800)452-7437 CA (800)282-0028 USA (not WA) (800)426-2880 cE iaNK- ACE TANK & EQUIPMENT Tanks 360° Wrapped Tanks Composite Fiberglass Tanks 2"annulus vent Monitor through outer wrap only) 2"for monitor Well 5"w/5"x 4" 5"w/5"x 4" NYLON NYLONn ["t e'1 BUSHINGfpt,flanges BUSHING9 I I T 4" 4"FPT Flanges I Ill.UL) I 12"x 12" STRIKER PLATE g" UNDER EACH max. Inner tank length OPENING Subject to change without notice.outer wrap length Nominal Approx. Steel Approx. Gallons Dia. Length Gauge* Weight Standard opening arrangements are as pictured. Other opening 10000 95" 27'-6" 2 9,730 arrangements are available at additional cost; please specify 12000 95" 33' 2 11,232 arrangements other than standard. Underground UL specifica- 2 gauge is the heavy side of 1/4"thick.tions require that all openings are along the top centerline. NOTE: The EPA is responsible for regulations concerning tanks FINAL![SIN COAT storing petroleum products and chemicals. The EPA recognizes STI-P3 tanks as meeting the new regulations. "Asphalt painted tanks"comply with regulations only in very specific circum-ik„ stances. We urge the use of STI-P3 tanks in all underground tom storage systems. It is important to ensure system compliance with current and anticipated regulations. STI-P3 is a trade name for a protection system licensed by the Steel Tank Institute. The system includes sandblasting, coal sN ilk. >i'7.1‘„, " tar epoxy coating, dielectric isolation, and testability all in ac- cordance with rigid specifications and monitored by UI inspec- • --,.t tors. Since the mid 1960's we know of no failures—STI-P3 A 1p. has a perfect record. STI-P3 tanks have a 30 year limited war- mom rant 11[LL-s•NDeLAST[O " fir AfeY! + Ace Tank& Equipment will be happy to supply informative brochures on tank piping system regulations on request. The exterior of this UL labeled underground fuel storage tank Subject to change without notice. is: Steel 1. Sandblasted to a near white metal. Inner Outer Gauge* 2. Primed with 3 to 5 mils dry film thickness (DFT) of Part / Nominal Approx. Tank Wrap Inner Approx. polyester resin. Number Gallons Dia. Length Length Tank Weight 3. Coated with 95 mils DFT of polyester resin and chopped fiberglass. ACWRAP500 46"73"89" 12 1122 4. Seal coated with 3 to 5 mils DFT of resin containing waxACWRAP100146"12' 13'-4" 10 2060 and color pigments.ACWRAP2001 751/2" 9' 10'-4" 6 3745 5. Spark tested, prior to and after the application of the sealACWRAP4000751" 17' 18'-4" 6 5938 coat, over the entire exterior surfaces for holidays at 12,000ACWRAP500095"14' 15'-4" 2 8965 volts. After each test, any defects are repaired and retested.ACWRAP6000 95"17' 18'-4" 2 10276 6. Total dry film thickness is to be a minimum of 100 mils.ACWRAP7000 95"19' 20'-4" 2 11197 ACWRAP8000 95" 22' 23'-4" 2 12638 ACWRAP10000 95" 27'-6" 28'-10" 2 15105 Standard opening arrangements are as pictured. Other openingACWRAP1200095" 33' 34'-4" 2 17402 arrangements are available at additional cost; please specifyACWRAP15000119" 26' 27'-4" 0 21547 arrangements other than standard. This may result in the tankACWRAP20000119" 35' 36'-4" 0 27153 not having a UL label. 0 gauge is approx.5/16"thick. 10 gauge is approx.9/64"thick. 000 gauge is approx.3/8"thick. 12 gauge is approx.7/64"thick. Ace Tank & Equipment will be happy to supply informative2gaugeisapprox. 1/4"thick. 14 gauge is approx.5/64"thick.PP Y 6 gauge is approx.3/16"thick. brochures on tank and piping system regulations on request. ACE TANK & EQUIPMENT CO. 8 int d g th sure economical way of contmlling your hiel inventory the name implies. A float in the tank sonic systems are field programmable,Service ease.TM d I S st ii rides up and down the probe and different tank dimensions and uneven Professional service technicians are is electronically connected to a tanks will not decrease the accuracy of available for formal on-site training. console.The float level is translated the readings.These factory certified technicians are NW into a volume measurement using This highly accurate ultrasonic technol- on-line to provide nationwide service a conversion factor.The obvious ogy is utilized in the GTM system from i year round. Take control of your fuel monitoringPrecise measurements are drawback to this monitoring system is Tidel. Extensive research was con-° Every service technician is equipped to operations with the GTM electronic continuallyavailable for: that a float can stick and provide ducted with the support of ourparentPPp install and service the GTM system. monitoringsystem from Tidel.This ul- Product height(tank level) erroneous readings.Tan that are company,The Southland Corporation.y g not level or that shift mayalso cause And,because the GTM system from tra-sensitive system eliminates unex- Product temperature This research documented the clear Tidel features all electronic compo- plained fuel loss without guess work. Gross gallonage egg® E' errors. Finally,float systems are gener- technological superiority of the ultra- Net gallonage pees ally harder to install, less reliable and g vents,service is usually quick and easy. ess® require difficult andcalibration. sonic method.This same technology The stick vs. the probe. Delivery verification(gross q costly has been designed into the GTM sys- Trying to control your fuel inventory and net volume readings) Capacitive systems offer the advantage tem to provide the most accurate and with a stick is like trying to take your of no mechanical parts.A current that best value available today. temperature with the back of your hand Pre-programmable alarm t p p crude and inaccurate.With a stick conditions: 1. runs u and down therobe is con- stantl measuring the height of theYgg you can never be sure that the reading Water levels product in the tank.Although capaci- Communications compatible. represents the actual inventory. Low and high product levels tive technology is fairly accurate and The GTM system from Tidel Your bottom-line net profits can be Leak detection(by daily moni-reliable,there are a number of operates as a stand alone dramaticallyaffected bythe result of a toring and trend analysis) operators to invest in electronic tank disadvantages. On-site tank informa- unit or can interface simple mistke such as dipping the monitoring. It has become a necessary tion must be provided for factory call- with off-site 1 stick into the tank at an angle,or a tank Microprocessor technology in a part of doing business today. bration before the unit is even shipped. main frame or that isn't level,water in the tank,centrally located console is on-line to Of course,all monitoring systems are This extensive calibration makes instal- personal com- inaccurate deliveries by your supplier constantly monitor tank activity, sound not the same.There are different tech- lation more difficult and expensive. In puters through and even pilferage.The list goes on. pre-programmed alarms and print nolo ies. Different features.And dif- addition, capacitive systems are unable the RS-232 The end of the stick. The concept of manual inventorycon- requested data at the touch of button. g to compensate for various types and communications The GTM system from Tidel offersPqferentcosts. port to form an inte-otrolwithastickhasbeensuccessfullyCompareaccuracy. Compare features. concentrations of fuel additives.P telecommuni- more features.More accuracy. challenged by new technologies devel-Compare price.You'll choose the GTM Ultrasonic systems also have no me- grated network. More value.Take a closer look and oped in response to industry demand. system from Tidel.Take a closer look. chanical parts. Sound waves are trans- This computer network. networkingfeature al- you'll agree the time has come to put By installing a GTM system from At first glance,most electronic tank mitted through the product and the P an end to the stick. Call Tidel Systems waves are measured to determine the lows inventory and security data to be todayto find out howyou can put theTidel,you can simultaneously monitor monitoring systems appear to offer height of theproduct in the tank.A monitored through your regional of- GTM electronic monitoringsystem up to eight tanks with an accuracy to By the book. about the same thing: a way to accu-g 2 Ys series ofpulses are measured and av- fice. in addition,an RS-42 commu- to work for you.within 1/1 Oth of an inch.This high Recent EPA involvement in leaking un- rately monitor underground tanks. nication port offers you interface ca- pabilities level of accuracy combined with a derground storage tank regulations Pretty simple. Right?Wrong.The de- eraged for increased accuracy. Unlike P Y repeatability factor of 99.5%and a and the 1984 Hazardous and Solid cision to invest in an electronic moni- many other systems,water volume can pabilities with a variety of electronic resolution of.001 Waste Amendments Act have provided toring system should include a thor- be detected and accurately measured components such as POS equipment 5,,,, ', inches, clearly formidable motivation ough review of the with ultrasonics.And, because ultra- and fuel consoles. Lam` to-makes Tidel's for change in the way advantages and dis- 5 ie.* Installation breeze.GTM the underground storage advantages of the 55s..ems ' a g e Without shutting down your gasolinesL 5" industry's best tanks are managed. available systems. g c operation,Tidel's factory certified00- ,0. c. choice on And,the future could air -i —__ 11 All systems have technicians can easilyinstall the GTM r-y''"• the market bringmore restric-11g three basic compo- system in as little as four hours for vole L w ree today. tions and more re- i i,- vents:a probe,o' standard three tank system. Probes O t4 '+` quirements, especiallyoe0 console and corn- rt , Uz,a any,, essse are inserted into existing tanks II tit P in the areas of accu- munications unit. o o E rate record keeping The difference through a standard 4 riser.The and leak detection key y„\ compact console gives you the p p a<; as y between systems is i , flexibility to design your system 4'o O o GEtz- A monitoring. in the probe tech- and program it to meet your o F Heavy fines, damaging publicity,work- nology.Currently,there are three major specific requirements. p i i.:_.i, variation, of trrhn ncrie float, o H. r n ;) atE CO' R clean-up costs resulting in lost pro(its capaciuve anu uitrasui n. sysic,ir. a. have forced many underground tank Float systems perform pretty much as G t % r p, JO 1 ;bil INeN Nj a)aRe' oa. c:\O til a Put an end to the stick, Iyvv, fit o Q e c `°0O : Q c ,00 , 0 oe ,1 .) v ' . ' 0 r rogii—, e e e O t c Q a o c o, , a Take control of your fuel inventory with the Tidel GTM electronic 0101114monitoringsystemfeaturingtheultrasonicprobe. Tidel Systems was founded in the early seventies. Its initial goal was to r design and manufacture the Timed Access Cash Controller(TACC).The success of r this product led to the company's purchase by the Southland Corporation in 1978. With the considerable financial and technical backing of their parent company,Tidel carefully expanded its range of highly technical electronic and specialty products.Z2 4 After several years of extensive research and develop- ment,the GTM electronic monitoring system was Zl perfected.The GTM is a product that continues in the Tidel tradition of superior technology and a R proven reliability. f 0 SEATTLE, WA 206)281.5000 ATECO 1124 Elliott West Box 9039 Zip 98119 ACE TANK 3. PORTLAND, OR 503)284-5505 3 - 6125 NE Portland Hwy. f — la Box 13441 Zip 97213 TOLL FREE: Washington (800)552-7132 HAY 881 08 CA Oregon (8is (800)282-07 II415)881-0837 California (800)282-0028 L—ir1409IndustrialPkwy.W. All Other States- Hayward, CA 94544 800)426-2880 TIOEL SYSTEMS Tidel Systems 2615 E. Belt Line Rd. This tkkisCarrollton,Texas 75006 214)245-8591 TOLL FREE NUMBERS:robbing you bTexasWATS1-800-442-9791 National WATS 1-800-527-7490 PRE—ENGINEERED INSTALLATION INSTRUCTIONSStiR3sleel "`'""' UNDERGROUND STEEL STORAGE TANKS WITH sti-P CORROSION CONTROL SYSTEMPROVENPROTECTION3 1. The excavation shall be free from material that may cause 12. Where air or hydrostatic testing is required after installation,it is damage to the tank coating. (Care shall be taken during recommended that the pressure applied shall not be in excess installation that foreign matter is not introduced into the of 5 pounds per square inch(PSIG)as measured at the top of excavation or backfill.) the tank. 2. The bottom of The excavation shall be covered with clean sand 13. The plugs at unused openings shall be removed. Permanent or gravel to a depth of one foot,suitably graded and leveled. metal plugs treated with pipe compound shall be installed at 3. The excavation shall extend a distance of at least one foot all unused openings. around the perimeter of the tank. 13.1 The di-electric bushings in sti-P3 tanks shall not be removed 4. An air test of the tank above ground is recommend, ' Pressure from the unused openings.The plugs in tank openings which should not exceed 5 pounds per square inch(PSIG)v i iile a soap are to be used should not be overtightened as this may cause solution is applied to weld seams.Note:Dual wall tdr.'<air testing the bushing to unscrew with the plug.Care shall be taken not will differ.Consult Tank fabricator for air test recommendations.to crossthread or damage the nonmetallic bushings when 5. Before placing the tank in the excavation,all dirt clods and similar replacing plugs or installing required tank piping. foreign matter shall be cleaned from the tanks, and areas of 13.2 Prior to backfilling,all openings shall be visually inspected to coating damage shall be repaired with a suitable coating. assure that the sti-P3 dielectric nylon bushings remain in place. 6. Equipment to I ft the tank shall be of adequate size to lift and Where flanged openings have been used, the dielectric lower the tank without dragging and dropping to ensure no isolation shall be confirmed with a continuity tester.No current damage to the tank or the coating. shall pass through the factory installed dielectric flanges. 7. Tanks shall be carefully lifted and lowered by use of cables or Dielectric isolation is required to assure tank integrity. chains of adequate length(not less than 45°included angle) 14. sti-P;tanks may be equipped with either zinc or magnesium attached to the lifting lugs provided.A spreader bar should be anodes. Zinc anodes are effective in all soil resistivities. used where necessary.Under no circumstances use chains or ',Magnesium anodes are designed for soil resistivities 2000 ohm- slings around the tank shell. cm or greater. 7.1 After an sti-P;tank has been placed in the excavation, if 15. Prior to completion of the backfill,the Protection Prover 2° anode is connected by a lead wire,attachment to the tank monitoring terminal located near the top of the tank must be shall be checked to assure this connection has not been positioned as follows: damaged. Where damaged, the connection must be re 15.1 Seleci a terminal location on a pipe near grade that will beestablisheditstrictaccordancewithsti-P;specifications. accessible through a grade manhole upon completion of8. Where anchoring by means of a concrete slab is required,the installation. tank must not be placed directly on the pad.A layer of fine or 15.2 Loosen the black nylon pipe lashingbyreleasingthe lockingpeagravel,sand or Na 8 crushed stone(Na 8 coarse aggregate y p p ASTM-448)at least 6 inches deep must be spread evenly over tab. Uncoil enough lead wire from the tank mounting lug to the dimensions of the pad to separate the tank from the pad.reach the terminal location with an additional 4 feet of slack. The tank shall not be placed on any other hard or sharp material 15.3 Secure the PP2° terminal to the pipe by tightening the black that can cause deformation of the tank or damage to the nylon pipe lashing. The lead wire terminations shall remain coating. sealed. 8.1 If installation area is in a tidal area,the tank"bedding"material 15.4 Route wire to avoid strain or breakage during backfill.Do not should be fine gravel or pea gravel,rather than sand. cover pipe terminal with backfill material 9. Special care should be exercised when installing hold down 16.As an alternative,this tank may be equipped with a Protection straps to ensure that the straps are separated from the tanks by Prover 1° monitoring system,which includes a monitoring test separating pad made of an inert insulating dielectric material, station mounted at the end of the tank.Prior to backfilling,extend The separating pad should be at least 2 inches wider than hold the monitoring system to 4" below grade level without pulling down straps'width and must be carefully placed anywhere on it out of the mounting bracket. the tank where hold down straps would come into direct contact 17. All tanks must be monitored to assure proper cathodic protection with the tank shell.of the tank.Monitoring shall be accomplished by taking structure 10.Homogeneous backfill consisting of clean sand,gravel,or other to soil voltage readings after installation,l year and then in 5 year non-corrosive inert materials shall be placed along bottom sides intervals for the life of the installation. Follow applicable local, of tank by hand shoveling and tamping to ensure that the tank state, and federal regulations for additional tank monitoring is fully and evenly supported around bottom quadrant. requirements. 11. The backfill shall be deposited carefully around tank and to a 18. Remove protective plastic covering from weld-on zinc anodes depth of at least one foot over tank to avoid damage to coating to assure proper anode operation.In addition,do not damage especially where tamping is required.(See NFPA 30 and state any anodes or anode connections when handling and installing or local codes for depth of cover required.) the tank. This information furnished as a service of a Steel Tank Institute member. Copyright Steel Tank Institute All rights reserved for exclusive use of sti-P;Licensees 12-85 1 1 1 sti-P3® Limited Warranty 1 The STEEL TANK INSTITUTE ("STI")warrants each sti-P3®tank for 30 years following delivery of the tank, against: (i)cracking, breakup or collapse resulting in tank failure; and(ii)corrosion caused by reaction of the tank With its soil environment. In addition, the sti-P3®Licensee, identified below, warrants the tank against failure due to defective materials and workmanship for 1 year following the delivery of the tank. Each such limited warranty is subject to the following conditions: 1. The steel tank must bear the sti-P3®trademark and nameplate • : Ting the sti-P3®series number and must be: .'(i) the original underground installation; (ii) fabricat--• •e sti-P3® Licensee identified belowiiiiiip Licensee" in accordance with the a licable sti-P3®s eci i• and (iii) installed and maintained in accordance with applicable sti-P3®installation instructions, ^s• hi'e printed in full on the reverse side, and applicable codes and regulations. 2. To permit Warrantors to fulfill the terms of this limite ra. , the purchaser represents and agrees that, upon discovery of a suspected tank failure or leak cove e warranty, the purchaser shall give STI and Licensee written notice thereof sufficient to permit t spect the tank site prior to and during excava- tion and the tank itself thereafter. 3. Warrantors obligations under this warranty shall •t- •• f d to, at their option: (i)repair of the original tank; ii)delivery of a replacement tank of approximat' 7 e size,design,quality of material and workmanshipit as the original tank; or(iii)refund of the on i I .I. . aseprice. Warrantors shall not be liable for: (i)failureg of the piping system connected with the ste-r f ii) labor or other installation costs of any replacement tank; nor(iii)any indirect or consequential to person or property resulting from failure of the tank. 4. THE FOREGOING LIMITED WAR' ,A'THE ONLY WARRANTY MADE. NO OTHER WAR- RANTY OF ANY KIND,EXPRESS • ! .zsi-tior IED,AND ALL WARRANTIES OR MERCHANTABILI- TY AND FITNESS FOR A PARTIC •fib. ' URPOSE WHICH EXCEED THE AFORESAID OBLIGA- TIONS ARE HEREBY DISCLAI Y THE WARRANTORS AND EXCLUDED FROM THIS AGREEMENT OF LIMITED WAR' 7471 TY. 5. The,exclusion of indirect or consequential damages, as set forth in Paragraph 3, and the limitation of implied warranties, as set forth in Paragraph 4, may not be applicable to purchasers who are deemed"con- sunhers"and who reside in states that do not allow the limitation of implied warranties or the exclusion of indirect or consequential damages otherwise applicable to consumers. Moreover, if you are deemed a"con- sumer,"you may have specific legal rights in addition to those set forth in this warranty, which rights vary froth state to state. STEEL TA K INSTITUT sti-P3®Licensee By: sti-P3®Tank Series No. Chairman, St.-P3x Executive ommittee Date of Delivery Attest:a,44-- Seer ary, sti-P3'Executive Committee SEATTLE, WA 206)281.5000 ATECO 1124 Elliott West 1985 Steel Tank Institute, P.O. Box 4020, Northbrook,Illinois 60065,312/498-1980 Box 9039 Zip 98119 ACE TANK PORTLAND, OR Valid for 6125sti-Pr`tanks delivered on or after October 15, 1985 84-5505 125 NE Portland Hwy. Box 13441 Zip 97213 TOLL FREE: Washington (800)552-7132 HAYWARD, CA Oregon (800)452-7437 415)881-0837 California (800)282-0028 1409 Industrial Pkwy.W. All Other States. Hayward, CA 94544 800)426-2880 TIAN KO When do you need a tank in a tank?the fullest protection possible for the When the law says you do. Or,when environment and underground water the material you're storing, or the soil reserves. In more and more cases, conditions at the installation site dictate this mandates a dual-walled under- the extra protection a double- ground tank. HOW THE BEST IS EVEN BETTER: The sti-P3®cathodically protected tank has never had a leak in over 15 years. No corrosion leaks. No structural leaks. A. No leaks due to product incompatibility. Now you can add to this impressive record the protection of a secondary steel containment vessel. Protected in the same proven dependable way as the original sti-P3®tank. THIS TANK EVEN TALKS TO YOU. Because a dual-walled tank has an interstitial space between its walls,we can install a variety of monitoring op- tions in that space, providing a simple method of testing tank integrity. ASK THE STEEL TANK INSTITUTE. For additional information on the STI dual wall standard or related technologies, write: td 4 EEpE0+ Steel Tank Institute d5N E°T'" 728 Anthony Trail Northbrook, IL 60062 312/498-1980 walled tank can give. Protection from leaks. Protection from liability. MORE LAWS EVERY DAY. More and more states are requiring SEATTLE, WA 26)281.5000 ATECO6)281- 1124 Elliott West Box 9039 Zip 98119 ACE TANK PORTLAND, OR EQUIPMENT 503)284-5505 6125 NE Portland Hwy. TOLL FREE:Box 13441 Zip 97213 Washington (800)552-7132 HAYWARD, CA Oregon (800)452-7437 415)881-0837 California (800)282-0028 1409 Industrial Pkwy.W. All Other States Hayward, CA 94544 800)426-2880 PO BOX 706 P '[(LJ'IIRT®MALLORY Indianapolis IN ELECTRICAL/ELECTRONIC GROUP USA 46206-0706 FLUID DETECTION SYSTEMS EMHART Tel: (317) 856-3857 Liquid Hydrocarbon Detection) Major features Application limits Detects hydrocarbons and other non-polar Measurement Detects the presence or Y P absence of hydrocarbons and liquids that tloat on water. other non-polar liquids. Detects liquid spills floating on ground water Recognizes three ambient or in a dry or wet sump.media: ground water or surface water dry Choice of hydrocarbon probes. water Optional heater prevents freezing water from fouling probe and float.Detection limit 0.125 in. layer, oil-on-water time for detection. minimum. Factory pre-set at Fast response 0.25. Minimum layer for dry Up to 10 probes can be monitored by one (1) surface detection varies with control center. probe model: .25 in. to 2 in. Water, hydrocarbon or dry LED status Ambient 40°C to +50°C indicators at control center and probe. temperature Up to 4,000' separation between control Underground Sensors located on a float in center and probe (function of number of probes a well detect hydrocarbons probes used). on dry bottom or floating. Switch-selectable manual trip operation and Well depth: 16 ft. Standard to latching modes. 32 ft. Max. Water level: 8 ft. max. Intrinsically safe for Class I, Division 1, Group variation D hazardous locations. Status lights at probe cap. Surface probe Sensors located on a float in a chamber detect Mode of operation hydrocarbons on the ground System works on the principle of conduction. or floating on water. Typical water is a conductive, or polar fluid. Water level: 2 ft. max. Hydrocarbons are non-conductive, or non-polar, variation. substances. The system circuitry can differentiate Status lights at probe cap. between polar and non-polar fluids and provide the appropriate alarms and contact closures when a non-polar fluid is detected. Performance specified System probes use the fact that hydrocarbons float Response time Detects hydrocarbons 0 to 5 on water. The probe sensors monitor the fluid seconds after sensors conductivity at the air-water interface. covered. Hydrocarbons appearing at the air-water interface displace the probe float until the probe sensors become immersed in hydrocarbons, at which time the system alarms. Outputs provided Indicators Red LED indicates hydrocarbon, Yellow LED indicates water Installation requirements Green LED indicates dry(air). Sensor NEC Class I, Division 1, Alarm For hydrocarbon at any probe: Group D hazardous locations. Audible 2900Hz. 75 db nominal at 2 ft. Contact Cable length 4,000 ft. maximum, depending SPDT, 6A 120VAC MAX. on number of probes used.circuits only. 1,000 ft. maximum for 10 probes Control unit NEMA 4 enclosure for non- Industry approvals hazardous locations Dimensions 10"Hx8"Wx4"D ID Power 120 VAC±20 VAC,60 Hz,8 APPR ED Listed 47G1 Watts EQUIPMENT IS MANUFACTURED UNDER THE FOLLOWING U.S.PATENT: poor IS A REGISTERED TRADEMARK OF 4,361,031 OTHER PATENTS PENDING MALLORY COMPONENTS GROUP, DIVISION OF EMHART INDUSTRIES,INC. orm FD 1-15-84-Rev.4-484 7r---,--,---H.--i Pou-1TEAT , C.11) 0 -o- 0 1 wio oerecrALARMow wv r rv 1 in, trim Mg / /.f C' ill k.1 -.. ----- le-a- ,- ,- ..- ,---- t----' .'littr. vci'''''...''':. ' I a_ f„,.. y.1 1 ii , i NN a' N ... 1Ip.,li 4 d.,...-,.." , 4 N NN --4 4 e 7 cc " 4V // 4/ NNN N // Im nr _. y\ W TYPICAL SERVICE STATION TANK W TH TLAT10N( S BCE RAPRETANK 598-0013-00E000 R MALLORY ELECTRICAL/ELECTRONIC GROUP EMHART HYDROCARBON AND HAZARDOUS LIQUID DETECTION SYSTEMS PROBE SELECTION GUIDE SYSTEM COMPONENT PART NO . DISCRIPTION GROUP CONTROL UNIT FD102 Electronic Fluid Detection System, lommaswmimisimm emmosiumb Wall Mounted, NEMA 4 Enclosure PROBES Doublewall Tank FD221T Tank Probe for 2-inch Opening Steel) mimmmmimMIOMMINEMO FD221TRA Tank Probe for 2-inch Opening with Remote Annunciation FD210TJ Tank Probe for JOOR Tank FD210TJRA Tank Probe for JOOR Tank with Remote Annunciation FD210V Tank Vapor Probe FD210VRA Tank Vapor Probe with Remote Annunciation Doublewall Tank FD210 Dry Annulus Space Probe Fiberglass) FD210RA Dry Annulus Space Probe with Remote Annunciation FD241R Liquid Filled System Reservoir Probe, Owens/Corning FD241RRA Liquid Filled System Reservoir Probe with Remote Annunciation, Owens/Corning FD210V Tank Vapor Probe FD210VRA Tank Vapor Probe with Remote Annunciation Trench Sum F0241R Trench Probe and Double Wall an ou e r Piping Probe Wall Piping FD241RRA Trench Probe and Double Wall Piping Probe with Remote Annunciation POL ERr o -0- 0 U o O, Oil,d: 1 ammesillollommi P 1: ZS 2 • 1111 gird r tea .. f t J 4c i iii .4.13 -- 41,00 q , ..,, 4CP/' .d, 0 A ///// N j j j/ j N /// 1,,N // MOW -- TYPICAL SERVICE STATION TANK INSTALLATIONISTEEL TANKS WITH TIE DOWNS&WATER PRESENT) 598-0021-OOE000 Ro v DRAWING INDEX GENERAL NOTES TD-1.1 Drawing Index 1.TheMPC Petrogard secondary containment lin- er system,made with Dupont Hytrel polyester, TD-1.2 Schematic Site Arrangement is intended to reduce the possibility of arcidrr, T yfir<i,i.i$1 alit,IiV1.1rJ Eo,,,eLI uy oulunwuve Iuels anu waste oil. TD-14 Dispenser Interface Details,Notes • 04 2.Installation details shown elsewhere on the T D-1. CS drawings represent the latest state of the art for underground storage of fuels utilizing.a rein- T D-1. V forced membrane for secondary containment. The installation contractor shall therefore,at TD-1. all times exercise care and good judgement S during the course of liner installation to pre- TD'1. serve and insu re the integrityofthe liner system. TD-1. V 3.The synthetic lining material shall be DuPont TD-1. Hytrel Polyester,nominally 30 mils thick,and reinforced with a high puncture resistant fabric; MPC product #H282-106340,tested for n . resistance to a wide range of automotive fuels. 1 k Trench/PitD2.2 Liner Interface. 110/111/hith• ter> .r3 r:D-23 Pipe P netration/ Isolation n Detail 1y. f» 2.4 11: :::.:. •Asp alt D-2.5 Trench Monitoring Station E D 2.6 Liner Penetration Compression o Fitting U 1411111.01111111111'Hiliiiiiiii11111111111 . i ' 7",-- ,7,(- •'.....:-...-':.--:: Secondary Containment •ti ;. Synthetic Liner System w i ::,- ID-1.1 Pit Liner Installation,Notes ID-1.2 Installation Sequence Details E CD-1 Trench Straight Runs En CD-2 Trench Turns/Components 1 CD-3 Pit Liner Configuration C V SECONDARY CONTAINMENT DRAWING INDEX PAOJECr of uNDERGROUNu FUEL STORAGE TANKS and DISPENSING LINES Single Wall Tank Application esign Standards r; + L. N c— R. P.OJECI NO LIQUID CONTAINMENT SYSTEM MPC Containment Systems, ltd. OHWC,NC) 2T D-1.1 2221 West 43 Street Chicago Illinois 60609 1.312.927.4121 1.800.621.0146 E 'S'"; DATE lr; w/ ?` THESE DRAWINGS ARE ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE, AND THAT IT IS NOT COPIED.REPRINTED OR DISCLOSED TO A THIRD PARTY WRTEWNLLY OF IN POTATRIORITTNCOSENTWCCNTINMESYSETTHEMS''NC. M PC CONTAINMENTSYSTEMS, LTD. 1994 ALL RIGHTS RESERVED PATENT PENDING GENERAL NOTES 1. The MPC Petrogard secondary containment lin- er system,made with Dupont Hytrel polyester, is intended to reduce the possibility of acciden- tal underground soil or water contamination, G caused by automotive fuels and waste oil. i. ......., .... .ti.. undergroundoem anrageefo ot tuels ain rein- V forced membrane for secondarycontainment. The installation contractor shal therefore,at all times'exercise care and good judgement during the course of liner installation to pre- serve and insurethe integrity ofthelinersystem. V 3.The synthetic lining material shall be DuPont Hytrel Polyester,nominally 30 mils thick,and reinforced with a high ppuncture resistant fabric; MPC product #19262-10$366 tested for or. resistance to a wide range of automotive fuels. T" R '':.• I i::3 -4.The tank liner system shall be supplied as a factory prefabricated rectangular panel. TheEa. x TYP. DISPENSER :panel shall incorporate a perimeter hardware 3 ISLAND anchorage system,with a network of synthetic ropes to aid in installation. II. 1 I T TRENCH OUTLINE .'3 j I r 5.The pit liner shall include visual identification I F D markings for the pit floor outline.The cornersjIoftheflooroutlineshallincludehardware} J rings welded to the liner;hand line ropes shall i be attached for positioning the liner during 13 ? r installation. j.<, ` TYP. TRENCH E B CONTAINMENT Ij, Liner shop fabrication shall be accomplished I t : MONITORING 0 by a track mounted, thermal automatic high I CD-2 STATION CD-2 I pressure weldangjsystem. Construction jointsFin•shall 2-ply l p nts,resut gin,an instant is:4, I joint strength, equal to or greater than theI <: < t':,D•2'S parent material,when tested in shear.The high tf:iF. i, y pressure of coating extrusion at the l jointoff `°.^.^^^...... w, provideavisuagmE ,.,...._^^^^-^^--•--^ I indicator that the joint has sr7.„..171 . .. z1ct .eedreaaoa \ ` been pro erlyfused. Extrusion or ceent typeMNM:f1 ,f1f},i ;M1ti1fY9!a} i8+:vi:1N,MMMNMf. agents shall not be errployed in the welding TO RISERS V1 process. y 7 Liner penetrations shall be accomplished with 12"0 PIT MONITORING f''''' `"PRODUCT LINES factory prefabricated liner tubes and formed RECOVERY STATION components. Field connection of liner sleeves T may be made by either.factory supplied rigid PIT OUTLINE compression fitting and/or by thermal welding. E `- 'Thermal field welding shall be performed by TRUCK VENTS / i =::: \ authorized personnel,trained and certified by MPC Containmentf•1.•:::2'• Systems Ltd. Field welded assemblies shall be water tested STD 1.3, 7 by filling the end of the sleeve with water tojCdemonstrate,leak proof integrity.After testing, e. ;:• the interior lining wall may be cut out to receive the rigid pipe line. TANK VENT LINES\ • —,I TRENCH CONTAINMENT CZ ISOLATE AT LINER F v y' _ / c A ` MONITORING STATION WALL ii" 9.After excavation all abandoned underground TD-1.3, piping and other sharp protrusions shall be\ `. x either removed or padded to provide protectionTRENCH; PIT LINER FIELD INSTALLED MPC PETROGARD for the Hytrel liner. A t ' \ • O D-2.21 D 1) G„L, •s' _ INTERFACE FLEXIBLE SLEEVES AT ALL LINER o PENETRATIONS. USE RIGID COMPRESSIOND FITTING W M PC HYTREL SLEEVE. O 10.A gnotcxlilc padding material shall be pha:cd4"0 PIT MONITORING \ '-'• O 4" 0 PIT CONTAINMENT INSTALL STAINLESS STEEL CLAMPS V over all cut asphalt orconcreteellglz,lapin POINT OAND SEAL W CEMENT & CAULKING vide protection for the MPC Hytrel liner. o -=°Q MONITORING POINT TURBINE PUMPS f1'M:- I 1:- 0' N\\ . O MANHOLE OPTIONAL TD.t 3 0 O T SITE ARRANGEMENT PROJECT ELECTRIC LINES-ISOLATE I AT LINER WALL e /,/ VTLA(MPC Design Standards Single Wall Tank Application PROJECT NO. A l i B LIQUID CONTAINMENT SYSTEM D-2.3, TD 1.3, JD-t3, DFTvuri r o 21TD 1.2 12" 0 PIT MONITORING/RECOVERY STATION REVISIONS OATE: 'iG /,.b4 THESE DRAWINGS ARE ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FORCOPIED.MANUFACTURE TOD THATTHIRD PTARNTT EITHER NW NSENTOORF MCOITAINNENTN SYSTEPMS.41CR.SCHEMATIC SITE ARRANGEMENTN.T.S. 311 TYPICAL UNDERGROUND FUEL STORAGE AND DISPENSER SYSTEM WITH MPC CONTAINMENT SYSTEMS, DIN1l64ALLRIGHTSRESERVED-PATENT PENDING SECONDARY CONTAINMENT 1 4\ PIT CONTAINMENT w:`..}; i MONITORING STATION fh,v q D-2.2) VENT LINES O 42 04 I HH 2Z V Ai--.....,.\ 7 i PRODUCT LINES s I l r I 1 0 riv-a---r - - - - J- —r - _,r'r 1 12"MIN. itIll, ... w'' 1.1 RV1Qi7Qr. A.• 11111 6 SAND LEVELING BED 1 yti',y_• 01 BALLAST Q 4.1 F4 I I •I.I 011) J1)44 TRENCH LINER SECTION NB—BNALCRICIIfA TD-1.3 ir ___ _, . I 1 __,...,____ i__,_,____,„___,__, - t I ZIPPER A TD 1.3, PRODUCT LINES e - - TD 1.3) Vf I TRENCH CONTAINMENT MONITORING STATION CJ z-11 - i• •1, : I , • • • SEE SHEET D-2.5 4.1 I• LINER SLEEVE i I PERIMETER ANCHOR CABLE V1 a•Li r SNAP SHACKLE &"D" RING r- HARDWARE WELDED TO LINER I 1 i -,- x r- I;.. STAKE POINTS I I i it I Ir:::.ii:.: o:TANK PIPE PENETRATIONS r' sIs::issi::: CHAIN IV at I I' I I I i GEOTEXTILE PADDING s%#f?: PIT CONTAINMENT k F' r::.:::• MONITORING STATION g:;y - ftI1 1 go:: ::`'TYPICAL LINER PANEL I i: : JOINT SEAMS 4. S.:• •/ 4? :Y.r•: :: 5•:::: •f:. •:..'?:vrFF.'R.f ff•{ fr:vf. •n•. `:. j-.+' :' r 0 iy{•}:a rrf v:.•:• f L.. q.. :ppp r} E a Rini f..: man:::::... v.,{•.i .irJ.:•}:.::ii::i:•:•:•::. f.+•::•f A?,'••qpp :.,q v{:•i:+ v::jf'•.;{{. •'::• i+000S v] OD:{C. r.::.:,iiii i:::: is}/b aa,, r s4:a':'•:i::is'?::.•fr'.•l'%`?:`•.::•.r:}f ..:if/w+l•.:•F: :}::..:,••:::<::::r.:,{,:.a.:.:.,...,,..,,::r:::{{{{::;.::v+:•.''v:.,r.,F ... LIFTING LUGS V SCHEMATIC LINER PLAN B-B TUBULAR CONCRETE FORM;TD1.3 LINER SLEEVE yB SEE TANK MANUF. SPECS.LINER TURNBACK a< FOR REQUIREMENTSZIPPER o .01?00. ma:PIT LINER PLAN/DETAILSVARIES8d`•° > o• a CONCRETE FILL PROJECT: I"", I- Il TRENCH CONTAINMENT o '.-" 6 6 WASHED PEA GRAVEL MPC Design Standards I 714 MONITORING STATION I•-i• r r E o• °o ;1 / REMOVE ALL SHARP OBJECTS Single Wall Tank Application i. _ 96 -.P o•• A. a 9 IC FROM EXCAVATED AREA AND PROJECT NO.b L'f oa b { BACKFILL TO SPECIFIED LEVELS ELECTRIC L NES o o p l-AND SLOPES o j j— TYPICAL TRENCH o.i LIQUID CONTAINMENT SYSTEM AND LINER 48P e ,° .,• 4 M I fV Z_ " '•_ 30 -,o MPC PETROGARD® LINER OFNNG.NO. 0PRODUCTLINES 0110 SAND AND/OR PEA GRAVEL T D-1 3o . tir• .a i••o LEVELING BED6" SAND LEVELING BED 2'LI OPTIONAL MIL "TYPAR" FILTER REVIIONS- —,-_.-.- t FABRIC FOR SOIL STABILIZATION• T. S USED. II WHEN PEA GRAVEL THESEDRAWINGSAREISSUEDINSTRICTCONFIDENCE I° 1 I— 1, 11. EXISTING SUBGRADE FORCOMA"NUFA CTURE OR SALEATITIS ,_ USEDHATSIT ISOIT COPIED.REPRINTED OR DISCLOSyED TO A THIRD PARTY N n W A_IFENWHCONSENTOF 4c4 P ITAW ENTSYSTE14.1aiCRSECTIONA-A i SCHEMATIC CONCRETE BALLAST/ BEDDING MPC CONTAINMENT SYSTEMS,L711. TD,I. M 14 ALL SN1T IVED Pwerr PENDING FOR LINER INSTALLATION PLAN SEE SHEET ID•1.1 TEMPORARY TIE-OFF LINE FOR INSTALLATION I DISPENSER ISLAND 1; 0 r PAVING / FINISHED GRADE II , ' a I I I I i- \/ `. eMit IITi 'Il I `r In t'- ' ' M 'G II 1 esit I;' h1. I 111. i' 1Ii 1!i I 11.I j I II I I I r V1 •:.. V.1 1 I 1,7^l, II l`a l:_iL'4 li I . I I 1 P i : 1 V ttkkI ' a 1 i I b . t Y I'I I LP tom - ----- j DRIP PAN W/ MPC r^'i , I q I l li PETROGARD° LINER 11! I' I it i 4 e r,-;/" a 0 FOLD RPLUS MPC PETROGARD' LINER v \ I 425 .. . rLINERATERIALIIillrI \ AT END OF TRENCH a11111 I iJ v TIFILLLINERW/ PEA r r GRAVEL I.I II 'IOUTLINEOFEXCAVATED Y 404F•a TRENCH oe' as3, 1 I N. o .,,° r I I I U I Y i 1?-0 I 1 1p11r ELECTRICAL LINE(OUTSIDE OF LINER) I ' ' 1 7 y/ PRODUCT LINE AND VAPOR H i'P RETURN WHERE REQUIREDspl',Illlli.-' j U Iii B I MPC PETROGARD° TRENCH LINER III I 1 o:SECTION C-C if Il1011iP ,Vq J > ''OVCT TRENCH FILL- SLOPE TO TANKS H01::.... .;i , A --. .5s 1', -•_ V I' 014TRENCHLINER / DISPENSERUq11, I''i'. in ii' k_ INTERFACE DISPENSER UNIT I Q ^II„ I N -y jd VII I,' I{ lI I NEW OR REPLACED I jl• I DISPENSER— PAVING I'I" 1 DISPENSER R NEW CONCRETE ISLAND CVC EXISTING OR NEW CONCRETE NEW OR REPLACED TD•14, EDISPENSERISLAND B B PAVING MPC PETROGARD'Il1. I F u TD1. TRENCH LINER 1f ell r I' c, I I. I II rl' ti. 3PøTDi: : I z I I I N PPLI 0LiIIII1' t — I III" iL1LIIIII r.. I• - I i1 I MPC r I li LOCK N GASKET ON 41' , — r ICI ' 1 V 2 III 11I ! ,..,, .' 7 PETROGARD • BOTH SI tr Ijllp= !`. ...: 4.t.. LONGITUDINAL PETROGARD° r FI n t O I `" tip ZIPPER SLIDE CLOSURE TRENCH LINE W C I`' a i • Ljl:' 1 I 4_ -. ----4,..z r..,- 1 II 7. • 1.`.., r•t`•"'g Yu v. f° = Iio cl J. 11= k in'al : j t I WHERE REQUIRED, INSTALL m,E DISPENSER INTERFACEC71EI•I — PRODUCT LINES STACKED TO MAIN- HIGH POINTY'1F PIP( tt MPC PETROGARD" DRIP PAN. I _ III TAIN INDICATED TRENCH WIDTH LONGITUDINA..II F LINED W/ PETROGARD. AT EACH F.r,"wry 4 I IS AT DISP'I SER LOCATION VAULT. SLOPE PAN APPROX.MPC Design Standards r- Iro ,9a I 1u11 SLOPE PIPES TO PIT ZIPPER SLIDE( a i I yy¢.`_,LINER INTERFACE CLOSURE 22 OFF HORIZONTAL Single Wall Tank Applucat on c'. I''PEA GRAVEL PARTIAL OVE RLINER AND TRENCH LINER SYSTEM T 1i/ " lib— MPC PETROGARD° T A I I r = SLOPE TRENCH TO PIT 7 I __LINER D L 1 i TD•1.• LINER --1 1 __ LIQUID CONTAINMENT SYSTEMI,1.I1 _11 II I1111 E^Y"neerug by Jxk More:aod'r u.w:na11ji11" ,, _SLOPE BOTTOM OF TRENCH C II, 2 14chbyR¢h..d Ames Ah.ham D"_ FOR 6 S4 LINER TRANSVERSE TD 1.4) - 3-0 FOR 6 LINE TD-1 .4TGRAVELORSANDBACKFILL ZIPPER SLIDE( I 4'-O" FOR 8 LINES 14- I FOR 8 LINES BELOW TRENCH LINER, SLOPE CLOSURE APPLIES TO 4'-0' WIDE TRENCH TRENCH AND TRENCH LINER 1.- I -I MEVIi ONS ELTE1 Np/- CA FT.MIN) CnNTAINtu1FNT M(1NITORING STATION SECTION A A DISPENStIi IJLHrvu o%on LiviAi r`rr`TI nr.1 R P, FSE DPnVYiN(:S APE rSSUE 0.^:S T R IC T CONF.DENCE rry,n T•DN rRa' IS NC', USED AS A uASIS ilM PC CONTAINMENT SYSTEMS.LTD. 1984 ALL RIGHTSRESERVED PATENT PENDING NOTE: SEE C•2.5 FOR TRENCH CONTINUATION COMPONENTS 0 SLIDE CLOSURE Rr V mommo A , A D2.2, D2.2, FLEXIBLE PETROGARDe LINER FACTORY WELDED TO PREFORMED ANGLE SYNTHETIC ANGLE U qbaC1,2, STUD BOLT PRESSED INTO ANGLE PETROGARD® CAULKING WA BB' TRENCH/PIT INTERFACE CROSS SECTION D2.2, r Cid r" - 0000000 O O INSTALLATION SEQUENCE ; 4.0 OIj 0 1. Align interior and exterior angle T components. 0O2.Perforate bolt holes and secure angle components with bolts provided.(tighterT bolts) B O 0 7 B , 3.Ctut Petrogard® liner at interface to create openingD2.2, PETROGARDTCAULKING ID D2.2, 4.Caulk all around at angle joint MPC CONTAINMENT SYSTEMS,LTQ O O 1984 ALL RIGHTS RESERVED PATENT PENDING THESE DRAWINGS ARE ISSUED IN STRICT CONE I DENCE ON THE CONDITION THAT IT IS NOT USED AS A BASIS 31_6" FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED,REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR O O WRITTE NCONSENT DF MPC CONTAINMENT SYSTEMS INC a. TITLE TRENCH/PIT INTERFACE PROJECT O MPC Design Standards Double Wall Tank Application O0000000700 PARTIAL OVERLINER AND TRENCH LINER SYSTEM LIQUID CONTAINMENT SYSn' W I a..Nlue all4hbyRlatlJamv.Alnha jOAwf NO // RELEASE DATE :C.' 1981' D_`-/ 1.2 AA, TRENCH/PIT INTERFACE PLAN REVISIONS JOTE 9 12 84 D2.2, MPC PETROGARD" COMPRESSION NUT MPC PETROGARD" LINER AT TRENCH OR PIT GASKET PETROGARD"THREADED NIPPLE SEE SIZE /APPLICAT ION BELOW ) PRODUCT LINE, VENT LINE, OR --- 0ELECTRICALLINE STAINLESS STEEL COMPRESSION CLAMP b,/ v%nnn V elloinanlreital C-MPC PETROGARD® FACTORY FABRICATED IId FLEXIBLE BOOT COMPRESSION CLOSURE OF BOOT SEALED W/ FACTORY SUPPLIED PETROGARD8 CAULKING MPC PETROGARD® LINER f 1 E v 1 A PIPE PENETRATION / ISOLATION DETAIL D•2.3, V SIZE/APPLICATION SCHEDULE C 12 DIA. FOR ELECTRICAL CONDUIT Cr 2"DIA. FOR MISCELLANEOUS TANK APPLICATIONS E 3" DIA. FOR PRODUCT VAPOR OR VENT LINE C MD NOTE: CONSULT ARCHITECTURAL AND r ENGINEERING DRAWINGS FOR SPECIFIC JOB BEFORE SPECIFYING PIPE ISOLATION I FITTING SIZE 0 V MPC CONTAINMENT SYSTEMS,LTQ 1984 ALL RIGHTS RESERVED PATENT PENDING THESE DRAWINGS ARE ISSUED IN STRICT CONFIDENCE ON THE CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE, AND THAT IT IS NOT COPIED REPRINTEDOR DISCLOSED TOA THIRD PARTY EITHER WHOLLY IN ART THE PRIOR WRITTEN CONSENT O S OF MPC CONTAINMENT SYSTEMS,INC TITLE PROJECT MPC Design Standards Double Wall Tank Application PARTIAL OVERLINER AND TRENCH LINER SYSTEM LIQUID CONTAINMENT SYSTEM HE:FASI DATE "GUI' 9B411 D-2.3 RELISIO1Vs (DATE ^I A' '7 e4 INSPECTION COVER PART*OP W 104-A 12"0 0 REMOVABLE P.V.C. CAP CONCRETE PAVING FINISH GRADE o a 41.02s. o.c III d. • ' COMPRESSION FITTING PART or MPC 3D S r TRANSVERSE PETROGARDsI,..1 ZIPPER SLIDE CLOSURE W/PETROGARDE b I CAULK UPC P PETAOGARDbLINER — r;•: I b PRODUCT AND VAPOR LINES SLOTTED P.V.C. SUMP 2`¢ imi I MONITORING WELL; CAP AT BASE 6.. .ri :y..:- _ L.7i 1' .v AND AT TOP illialk t .i I V'1 ` PEA( GR. L a B____B PI r P b s ll B'I SONOTUBE FORM H D•2.5 I D•2.5, FACTORY FABRICATED PETROGARDs SUMP AT UNDERSIDE OF TRENCH LINER, 28 GALLON CAPACITY; id 4 m24, APPROX. RETAINAGE IN SUMP W/ PEA GRAVEL BACKFILL OUTLINE OF EXCAVATED TRENCH V'f 41 V1 f AA ' MONITORING STATION CROSS SECTION D-2.5. SLOTTED P.V.C. SUMP 210 MONITORING I1 j WELL; CAP AT TOP AND AT BOTTOM W OUTLINE OF EXCAVATED TRENCH E PEA GRAVEL Ns SONOTUBEI FORM rot FACTORY FABRICATED PETROGARD• SUMP isi AT UNDERSIDE OF TRENCH LINER 28 GALLON a CAPACITY; APPROX. RETAINAGE It- SUMP W/PEA GRAVEL BACKFILL A A' • o d4 A A 0 Wt da D•2.5) v t4 THESE DRAWINGS ARE ISSUED IN STRICT CONFIDENCr• ON CONDITION THAT IT IS NOT USED AS A BASI FOR MANUFACTURE OR SALE, AND THAT IT IS NOTTT d r COPIED REPRIWHOLLY OR DISCLOSEDIT OU THIRDE PARTYEILHERWHOLLYORINPARTWITHOUTTHEPRIOR WRITTEN•{1. WRITTEN O'1NSENT OF MPC CONTAINMENT>YSTEMSINC off.'' MPC CONTAINMENT SYSTEMS,LTD. KOro 11 I4ALL RIGHTS RESERVED PATENT PENDING a TITLF,T RENCH MONITOR 1111 W MPC Design Standards Double Wall Tank Application PARTIAL OVERL!NER 4NT— UOUID CONTAINMENT SYSTEMS ngmeermg by Jack Moreland DFavvG No Arch by R¢har d James Abr hamf HF LEASE DATE IGO' 14Rn1 D_L•V BB 1 MONITORING STATION PLAN l,D-2.5) REVISIONS O rE 9 I 84 dot 4 ^) Ilm01 0 Z E::, T1 rr__J L x. --r-rr_,1 et 1,1 us.-r c J V P,s,, 4*x 4- p 5-15Kt i - -, f ly SEX p s 3'K% t=h=.L.l Ta.PFESD V V 1 Li I 2. A ,.da4_£ -Tti+E 3 I ocaG.l rr pI I / o.Jry +kE S'M z„ +tom 7 r lye T1s 4T 4.o Fbsstel E 5.L.ns110111411.ml 1 A5 -n,-•r A• u sa,eo 1 I i I s I I I 5 si- LFa6/ SEAL_ I 4. C' ]1--.4 4y Tt4E Lc. .'S'. 1 I I t3 a \..1EFL E Q-s-r 4* I 4A.-5 4€ ,...M scT VIi5f-.4c- - =sr v,Ia.s Ee E c..sTb ,_ C.o',.5' B I , tJ-<?_,..1 -s,4 Wi.-1 -r,.k L..+1.,1E12" 44-7G o x ;-4 -ESc 4 t- \ __ j%/ GcL u I C I N Le 11.1'TA i Z3-4E 3 x 2'' N t14 , 5 \, I'll _ I t..1r11.4 ZL+E 3 oacLC._+‘ts- 3" l .".Cr.SI TT I ATr..4 Tv t'r, -1 4f.1f + i 14.7Ta -11.4E (o"AL?-• Sl.S54416.]6'1 44 -Ti4047 ..iJ -ME" e%-kis.Fr•- r1dJ EN -1 i &.ri I`- 1 71.4E 15.2" li3-1' -C[v1...r T{1E m'' - o" 6.....Irrk-4 E r i-1,i.c..1 v.b s-4E4 C3\::). ...1c,dL.1_4 I 1 1 NOTE : i.+17ar61e k a(/ 1IO16 cr n/At7ficpf .nrerf2re . 7.t'Kz' 5usl-ki 3"' 1 L).J-t- 1 O v wok L.L LtrJE1 s ,'4,•s, 3 I T SINGLE PIPE INTERACEitIli1I 11) PRO-ECT IiMPC Design Standards I Single Wall Tank Application i I I I I 1 4 1,.1._ l tilCil PROJECT P . I I I I I I 11 LIQUID CONTAINMENT SYSTEM II II II II ` • ••• •ORwo NO t i I I I I I i N,<3'' D -2.6 i11 L IJ4:IF. 2. 1 R WTEVISIONS OEUNLUNUITIONTHATISASISFORMANUFACTUREORTSALE,NOT USEDSTHAT IT AISB NOT o x 3 FhSt 111 Y-CITHER REPRINTED DISCLOSED A THIRD PARTY RHER WHOLLY ORF IN PART WIRHOUTETTHE PRIORWRITTENCONSENTOFMPCCONTAINMENTSYSTEMS,INC. X Scl gL MPC CONTAINMENT SYSTEMS, LTD. I_ A l C.J"\ 1984 ALL RIGHTS RESERVED PATENT PENDING PLACE PETROGARD PIT LINER HERE;LATERAL HAND LINE 5:0' W IDE x 3'-6' HIGH BUNDLE SIDE J A O I INSTALLATION SEQUENCE/PIT LINER 4I. 0 o i 4 M. 4 Q 4 4 9 0 HAND LINE 0 I 1. Locate pit dimension on site,excavate as STARTANCHOR I I required. STAKE AT CENTER zx:> ::..::.::.:::::::::::.::::.;;:;:::::.::::. LINE 2. Set the geotextile padding at perimeter o I of it. et r' P0 LOCATE THIS CABLE 3. Set anchor stakes at perimeter of pit area.E STAKES; TO ANCHOR..... tta: ,. Anchor stakes to penetrate geotextile STAKES; APROX. 5=0 I padding.I 9 f i::>< :::>:>i:::I:I;sisisz:isi>i>isisisiiii:si::%i:i:i:i:i:i>i:iIi»:<: PFROMEDGEOFPITEK:::':::::9:i:::::«:<::::::::«:::: is»»ii iiii;'::<::::::::> :::> onchainrestrainingcablethrough4. Lac e rest I UNROLLING DIRECTION C stake.ROLL G 1 u w ir1 5. Position liner bundle at perimeter. TYPICAL STAKE SPACING- b linertosideofpitthatner is to0Unrolllinera6P1n9TYPICALRDEONUVEHICLEPULLINGbepulledfrom.Select pulling direction toIPng 5'-O't i*?:DIRECTION provide maximum clearance for towing. t•.;::t. t.::•:.'::;':;;; ' t??riiz<z > a pulling cable 1sy n"D"rings and acrossEXCAVATEDPITOUTLINE t .;..i Set p g n9s t'•`"• f•Ci`::, ;;'• pit in pulling direction. I:.'k`1111z::::t' .•%s::%:%c:;i:.• `• r cable at sideSIDE® I 2 1 SIDEDE O 7. Attach "D"rings to anchor::::: 1:':::`?''+:::I:% ::::iIiI:II;I:I;:I?t/•:•I*I::::.........: one. GEOTEXTILE PADDING t<•::•::•:•i:-:;•::.:::.:;.::.:::.:;;>;:.:;:::::.::.;:•;:;:.. o I o f::*:<::::::•i.::::::i;::::::::: ::::a:::;: I 8. Pull pit liner across pit with vehicle using ANCHOR CABLE minimum two men each side(side 3 f114) u-=*i::>:>::::::>• to control lateral alignment. GEOTEXTILE PADDING OVERLAPSP Y. + t•::t:::: .._•:•:•;::-;;•:::::. 9. Distribute liner material into pit attaching i.:.:.:::::.:.::::::::::::;:: :::::'•': E•:::::::-!:••:: z::::<::<:::•: • d 4 asoPITEDGE; SEE SINSTALLATION rf•t,.:,::,:--.;.• N D" rings to cable at sides 2,3, SEQUENCESHEET ID•12 i:iMIr. ...... :::+:::NIII>: '::::.:::::::::.:::.;:;•is:t->-;:.::•:::.i,,c•`:;•.:.w:: •>•c.::•::•:<•::•:; liner settles into pit. ii 10. Redistribute excess liner material fromr.t•: t•::•:'% :::':::::::i : n corners.Use allowcenterofeechsideltoY e. I!::<:' o:i:;:::::::: ::::t::>:;:;::::-::•:.:s::; "':::;:;:::•:::-;;:.:: HAND LINE center line marks on liner to assist i;.:;,: I positioning liner in pit. o 3':::%::;:.;::::v :<::::::•::7:<:>: :::r:;i:;:::;:r::::::;::::::t:t:: lines allow111. Use „D„ ring hand (Y 1 ANCHOR STA ES 2:::*`' f'• :::Ea::: #?;vim':%r:, 'f`..`:; N attached at floor to distribute excess floor PLAN A 0 4 1 1 PLAN C liner material toward walls. SEE NOTES 1-5 SEE NOTES 8,9 12. Install monitering well and dewatering piping system at locations shown on O LATERAL HAND LINE N Schematic Arrangement Plan,Sheet TD-2, place fill around vertical piping to a height Q i Q o q q o 0 o p Q Q adequate to support piping during tank r I I t I I 1 1 I i placement and back filling. I It•.t 1 1 1 i j I I 1 13. During back filling pit,inspect liner forv : o-_ :;,I — 11 —-r excess tension,and relieve by adjusting or I ' ; i,.,, ,r,•..,,,;. :removing snap shackles. This condition when the liner materialoccursgenerally0 I" n full positioned againsthasnotbeei'3::::::isisisi::<:i:::::<?::::':: :;;::::2iiiS?:sisi':i::::::::'•:: ::::::isisi:::E::::::'•::::i:i:i::::.:, the side walls. I gyp ppper(5 ----- 0 i:::?:::::::::::::::::::•i::i:•>::.;:ii:::ig•>i::•iii:.i:-::nisci::>i:::::::::::::::{<?::i;i:-i::::::::ii;r>ii:::::-i:::: ex- cavation In the went of side wall collapse during I CaVatlOn Or Of t Iir er 1pAEANDPOSITIONd1>plWnlentUNPACKG rrel ableasteelbeamoverthe perinuese osition FACTORY Y INSTALLED IIII: 9CTO I' the beam forATSIDE2lineandfoldthelineroverPTOWINGROPESONG 0 anchorrrepositionediotoreachtherosl i•:i; isc::•i :.:;.ii:.::-i:tt•:::->:.>.>:.::.>:.>:.>:.: ..:. stlPPort noble 1 y +.IV 1 I;: O UOLLN PETROGARD LINERRED VREADY2FOLDEDDE• AC CORDIAN S ISIDEI21 FOR UNFOLDING TOWARDS I f I SIDE 2 I . ANCHOR CABLE I i TITLE:PITLINER ATLNINSTALLATIONINSO SECURESNAP SHACKLES u:: ::::::.:.:PRdIECT: i" LINER SIDE NO.1 TO ANCHOR I - or N .1V MPC Design StandardsCABLEATPITSIDEOKJ/ I I 4 i.iii::::...: .i'•::i:::t.iisii'^ :<•isiiiii :ii:iis3::j:::: :: :: :::::::::::::::::::::::::. iOg,,,.,,._ Single WaII Tank Application t i 9 t:.mazy ----PROJECT ND.L SYSTEM4:. IPIMIEM R i 1 I I 1eI I I i I I• OawG.NO. toll I I I i 1 j 1 1 I I c i !R r b a b o b o : °1 o b a 1 PLAN D 2 SEE NOTES 6, 7 SEE NOTES 10-14 REVISIONS GATE: I ' Nol.?"4 SIDE RF]1rn N TRIfT(71NFIDF NCE TYPICAL EACH SIDE: J COPIED.HEFRINiEUUI-A41 :sLU 7U.i:,,:REDISTRIBUTE EXCESS EITHER WHOLLY OR IN PART w1THD11T THE PRIOR WRITTEN CONSENT 1T INC DON FOMENT SYSTE MS.INCLINERTOCORNERSMPCCONTAINMEN'i SYSTEMS,LTD SCHEMATIC INSTALLATION PLANS 3R,ALi RIGHTS RIGHTS RESER1l6tALL RRESERVE() PATENT PENDWIG RECOMENDED STARTING SPACING ADJUST AS REQUIRED TO SUIT r FINAL EXCAVATION/ r STAKES DRIVEN FLUSH WI 46 1 GEOTEXTILE PADDING rQ%GP 0 1 \_ ADJUSTABLE COMPRESSION CABLE VARIES 0%40" 5'-0"+- IX CABLE AT SIDE NO.134rsE< \• FITTING— W/WIRE LOOP END ADJACENT TO STAKES; Cr. SECURE HAND LINE, TO D-RING AT SIDE NO 2,3,&4E`" CABLE 3-O" 4'-0 FROM V L s,'•:`'•:,:•r%a. `4{ ':`:r3: \ EDGE OF PIT 5'-6•' K"ry I i \ i kwi. ui W_W II- y q. h1SW V I, III I f I) I In 1 I 1=IrI \ IYI W iI-Y 4 C) 1 k R O OI s:k::::t?:: .:•:;::::::•:::: .,` : :%:::: :::: SLY I- r I IT E.1111,11:::::fillinfillgoilmosin:ite".61:5!.!iiiii.:11:!..114.::::.:......... 1r t!' liT u r tm Ig i INSTALLATION SEQUENCE SCHEMATIC; T t ORNERSS OIN TALL MILL GEOTEXTILEILEE::.: , : .." ..... ...% SHOWING SIDE NO.1 PADDINGr . CU 241 ;:INSTALL ANCHOR STAKE AND J PERIMETER ANCHOR CABLE I,I. 1:i V1 POSITION LINER AND UNROLLO3 t.AFTER BACKFILL RELEASE AND Vf4TURNBACKLINEREDGE.::::::::::::::.::::::::.:::::::::.:::::,::._::..:.:..::.:.::.:::•.. G OVER TANK PIT max:::•>:-.;::.::•: :'.•.:••:::;:::•:::::.::.>:.: a::.?;; .?;..::•:;;.:::::.;.;•:::::3 0-CHAIN LENGTHIII, 1 JII tom:':%'R"'::^;y;': :':.::';; iaCAB I ::;. s?::: ::::::.;•::::;:;:. 5-0"TO PIT EDGE CABLE I x;.;..;?`;.;;.:::.::::..:::.:.;':::: :.:: >.:.::::::::.:...'<::iAge :':.;.:::. D RING AND RE GJ E If ::<:::>:::::: :,,,,,,z:;.:.;::::>:::;:::;:.:<::::;:;:::::::::>,,,,::::::<:::;,::;: :: :::.,,;,„:.:..;:.:::;:::.:;:::;:::' .;:,.:.•.•.....;: ' ORCEMENT ts> s R RELOCATINGSNAP SHACKLE ON CAB' LE i>: ::>::::;:.::: ::.::.:::::::':::.:.:::::.:;:::::::::.:::a:<.::.:<:::::;;.::.:::::::::;.:;>:::::.:;; 1 : :LINER MATERIAL NUT i "I":>:::;?::_::::::>;>::>:>>:»>::»::»:: :::::<:<::::»::>:>::::::::: :>::>::::;::::>:>::><: :>::::::::: <:>::<' >: >:::: ` :: ::::::::;.::.. U HEAD NO 3 8 0 BOLT W POINTED END I IZ I I 1 I I I l I I I I I _ III ' I' I i s I I j I I — I iiii=1111Ilillll—I 11-.: flhw ll 'L III-1 II;i_plli-=Iiii fll l-lpl _Boll=111111=1111, PARTIAL INSTALLATION ISOMETRIC SCHEMATIC BLELACEDTU GEOTEXTILE PADDING 1 OI CHAIN LINK FENCE II V LARGE LOOP CHAIN LINKS TO ACCOMMODATE 5/8'll0 BOLT I V TITLE INSTALLATION DETAILS I PROJECT MPC Design Standards5' 0"t TO PIT EDGE ill Single Wall Tank Application PROJECT NO. HARDWARE DETAIL SCHEMATIC LIQUID CONTAINMENT SYSTEM AT SIDES NO. 2,3,&4 G SIDE- NO.1 SIMILAR-SEE SEQUENCE- ABOVE _ I II ID-1.2 RESIONS IOATE. IJd'/• •Q"ITHESEDRAWINGSAREISSUEDINSTRICTCONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE, AND THAT IT IS NOT CO IED.REPNINTEDOR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRTTEN(TIYSFNT OF INC CONTANMENT SYSTEMS.INC MPC CONTAINMENT SVSTE MS,LTD. INK ALL RIGHTS RESERVED 11 M ALL RIsuT;RESERVED WENT PENDING i A ) QUANTITY' V CD•1 J l s V 6' sa 73 of 4+ c:1] QUANTITY' J k 3-0' E t G j TRENCH LINER CROSS SECTION 4A CD•1 V1 C N QUANTITY( • 1/1 CD•1 J E C .1) QUANTITY( ) ft t I V 1Th•:TRENCH STRAIGHT RUNS E \ QUANTITY'MPC Design Standards PRCIJECT• s.CD•1 l Trenching System U. PARTIAL OVERLINER AND TRENCH LINER SYSTEM L10UID CONTAINMENT SYSTEM Engineering by Jack Moreland pgyyp,,p. Arch.by R Ich and Ja met Abrham RELEASE DATE 10-01-1984 C D- 1 THESE DRAWINGS ARE ISSUED IN STRICT CONFIDENCONCONDITIONTHATISE F FOR MANUFACTURE ORT SALE.OANDT BASISEDSITAISNOTQUANTITYCOPIED.REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WIRHOUT THE PlCD'1 WRITTEN CONSENT OF MPC CONTAINMENT SYSTEMS.RIORINCl MPC CONTAINMENT SYSTEMS, LTD. 1984 ALL RIGHTS RESERVED PATENT PENDING 3-0" I, 5'-0"I 3, 0. V 111 0 C O O O N O N I, s y ID v 0Y ELEVATION PLAN ELEVATION cc PLAN v 44101 Ilb V k p A- i ji ; o' l V1 ar A , 90° FITTING QUANTITY( ) B '3 - WAY TEE FITTING QUANTITY( ) IA CD•2, CD•2. V1 3 0" INII ZIPPER o e. CD. E DETAIL o1N J 2 O \CD'2) i EY . i N ELEVATION ELEVATION PLAN m cs lit. PLAN m m I i tom C 1SIC* I m TRENCH TURNS COMPkl) ix MPC Design Standardsr . Trenching Systemstem 1„ „9N1 I<L LIQUID CONTAINMENT SYSTEM v L C ,C )4 5` FITTING QUANTITY 1 TRENCH Q'T ' . QUANTITY J IIV I tHFACE QUANTITY n`v'S'ON5 10.TE CU.2, M PC CONTAINMENT SYSTEMS.LTD 1 r I!. ... GvntMATICS / LINER INTERSECTION and INTERFACE COMPONENTS 984 A 1 RIGHTS RESERVED PATENT PENDING 0 thstWia CD.3 s a0 7 3 CD3 CD-3, N C© Q 1 " LINER PLAN VIEW ( FLAT) E BCD•3, 2 6 f 2 6 re 4e- Thor i 2 LINER LONGITUDINAL SECTION TITLE PIT LINER PRCLIECT MPC Design Standards Trenching System QI_6° 4 21-6' * PARTIAL OVERLINER AND TRENCH LINER SYSTEM LIQUID CONTAINMENT SYSTEM rEineerng by Jack Moreland 1Ic h.by RichardJamesAbrha I— ,60LEASE DATE 1001.1984 CD — 3 IREVISIONS DATE 9• I'_-84 I THESE DRAWINGS ARE ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE, AND THAT IT IS NOT r 3 LINER CROSS SECT ION COPIED.REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WIRHOUT THE PRIOR CD 3, WRITTEN CONSENT OF MPC CONTAINMENT SYSTEMS,INC MPC CONTAINMENT SYSTEMS, LTD. 1964 ALL RIGHTS RESERVED PATENT PENDING 4 Oa DRAWING INDEX GENERAL NOTES TD-3.1 Drawing Index T D-3.2 Schematic Site Arrangement 1.The MPC Petrogard secondary containment lin- er system,made with Dupont Hytrel polyester, TI'1_ '2 4 Pei f ].,rid Dlo.. C .,, ;..., n._s-.:1— nr_a„ TD- 3.4 Dispenser Interface Details,Notes a caused by automotivefuels andwasteoil. 1- 2.Installation details shown elsewhere on the 1 t T D- 3.5 r, drawings represent the latest state of the art forS...I underground storage of fuels utilizing a rein- II f. •:' 1 T D-3.6 V forced membrane for secondary containment. The installation contractor shall therefore,at p all times exercise care and good judgement i TD-3.7 during the course of liner installation to pre- N., TD' I= serve and insure the integrity of thelinersystem, I r _ - ':• TD- 3.The synthetic lining material shall he DuPont I, _ Hytrel Polyester,nominally 30 mils thick,andTD' reinforced with a high puncturereslstant fabric; IIp _4—_— MPC product =N-H282 106340,tested for r III_ resistance to a wide range of automotive fuels. I r PETROGARD®TRENCH'LINER V j D-2.1a Liner/Fiberglas Tank Interface Details D-2.1b Liner/Steel Tank Interface Details y D-2.2 Trench/Pit Liner Interface Details I __ _ D-2.3 Pipe Penetration/Isolation Detail PETROGARDW°PARTIAL TANK OVERLINER' D 2.4 Tank Overfill Protection 0$ `— D-2.5 Trench Monitoring Station E s ., L _ D-2.6 Liner Penetration Compression Fitting C.) 11 D-2.7 Dispenser Pan/Type One V1 I D-2.8 Dispenser Pan/Type Two 4l• D-2.9 Annular Space Monitoring Station tin r D-2.10 Tank Liner Monitoring Station I I I I I CD-1 Trench Straight Runs CD-2 Trench Turns/Components j ' • • CD-3 Pit Liner Configuration 0 V SECONDARY CONTAINMENTkil ,1,LE DRAWING INDEX MPC Design Standards of UNDERGROUND FUEL STORAGE DISPENSING LINES Double Wall Tank Application PARTIAL OVERLINER AND TRENCH LINER SYSTEM OYE LIQUID CONTAINMENT SYSTEM MPC Containment Systems, ltd. 2 Engineer rig by Jack Mo earn oc, oi;tic Arch by R:chardJames Abrhank RELEASE DATE;LOI t984j T D-3.1 2221 West 43 Street Chicago Illinois 60609 1.312.927.4121 1.800.621.0146 REVISIONS DATE ? 12 r 64 THESE DRAWINGSDRAWINGS ARE ISSUED IN STRICT CONFIDENCE CCOV EDA REPR NTTEDAE ORDSCLd EDI TO AlsHTHRDARIV EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN ODNSENT OF MPC CONTAINMENT SYSTEMSINC M PC CONTAINMENT SYSTEMS.LTD. 1984 ALL RIGHTS RESERVED PATENT PENDING r • GENERAL NOTES 1. The MPC Petrogard secondary containment lin- er system,made with Dupont Hytrel polyester, caused by automotive fuels and waste oil. 0 04 2. Installation details shown elsewhere on the drawings represent the latest state of the art for underground storage of fuels utilizing.a rein- forced membrane for secondary containment. The installation contractor shall therefore,at U all times exercise care and good judgement during the course of liner installation to pre- serve and insure the integrity ofthe liner system. TD•2.4 t V 3. The synthetic lining material shall be DuPont Hytrel Polyester,nominal/30 mils thick,and reinforced with a high o,ncture resistant fabric; MPC product i, 1R282.10E356,tested forTRENCHOUTLINresistancetoawiderangeofautomotivefuels. TYPICAL DISPENSER 4,The tank liner system shall be supplied as a ISLAND-SEE I factory prefabricated rectangular panel. The panel shall incorporate a perimeter hardwareCUSTOMERARCH. anchorage system with a network of synthetic DRAWINGS J ropes to aid in installation. 5. Liner shop fabrication shall be accomplished I.I D 2 5, by a track mounted, thermal automatic high pressure welding system. Construction joints OPTIONAL shall be 2-ply lap joints,resulting in,an instant A-----'l 1 TRENCH MAIN-/ , F— joint strength, equal to or greater than the s- parent material,when tested in shear.The high CD•2 1- ei I Q 1 TENANCE SUMPIy; 1 pressure welding technique shall produce a 1 /H surplus of coating extrusion at the joint edge PRODUCT LINESi AND VAPOR RETURN to provideavisua indicator that the oint has been properly fused.Extrusion or cement typeEagentsshallnotbeemployedinthewelding process.LINES WHEN REQUIRED V v AII1 1 _ t TRENCH OUTLINE- 1 i CD 2 1 11/ 6.Liner penetrations shall be accomplished with 1 / \\ / / 90 TRENCH LINER COMPONENT H factory prefabricated liner tubes and formed components. Field connection of liner sleeves may be made by either.factory supplied rigid D 2.5 B compression fittingand/or by thermal welding. OPTIONAL TRENCH "SUMP MONITORING CD'2 authorized plersonnel,traiingnedanlbe d certifieded ed by STATION" AT THIS LOCATION FOR I TEE TRENCH LINER COMPONENT VI Containment Systems Ltd. LONG PIPE RUNS g 1 rizti EL.- - FROM FROM TOP OF TANK Cam, TD23 1 - , de PARTIAL OVERLINER° 7 Field welded assemblies shall be water tested FOR ALL PIPING ABOVE TANKS by filling the end of the sleeve with water to CD-2 the interiorte,lleakngroofwalllnmaytybe cut out to 45- TRENCH LINER COMPONENT I 1 receive the rigid pipaline. D•2.3 D t 1 8.After excavation all abandoned underground1 • J CD-22 y piping and other sharp protrusions shall be ELECTRIC LINES A eitheri theHytrel dlineaddedtoprovideprotection TRENCH/PIT LINER INTERFACEEISOLATEATLINER TD•331 COMPONENTS WALL (LOCATION OPTIONAL) i J~ I GROUND WATER SEAL FLAP Y SUPPORT CABLE W/ANCHOR ftSTAKESATBOTHSIDESrS- OF LINER c/ lC TYPICAL TANK PENETRATION \ T9 D•2.10: ARRANGEMENT FOR STEEL ? f•/ r TANK LINER MONITORING STATION TANKS PIT OUTLINE F A`/ LOCATE AT LOW POINT OF LINER i/eF9 FLOOR AS SHOWN 0 Cif EL.-11-6" FROM TOP OF TANK V 9S+ DOUBLE TANK ANNULAR VENT D-2.4, Q Cmc-'1....d. AND/OR MONITORING LOCATION FILL TUBE RISER FIBERGLAS TANK OUTLINE SECONDARY CON- WHEN SPEC'D TAINMENT E SITE ARRANGEMENT TANKS:ANNULAR VENT EL.-O-6 FROM TOP OF TANK AND/OR MONITORING Pnc.;c;- LOCATION stw. I o MPC Design Standards F C 2.1 Double Wall Tank Application l1.' • FULL OR PARTIAL OVERLINER TANK WALL PARTIAL OVERLINER AND TRENCH LINER SVStEMINTERFACEDETAIL14,4- STEEL TANK OUTLINE LIQUID CONTAINMENT SYSTEM A pie\ f nwa l— y Ij WHEN SPEC'D y f ,. 2 Engine("•xi-'y Jack Moe and DRWC11:1 .% .9 i PIT OUTLINE TYPICAL PENETRATION ARRANGEMENT id, r' FOR FIBERGLAS TANKS11 REiEASEDA.rE'CO: 1984 TD-3.2 t/ --•'-'-•'- i v. ,_ A „/ SCHEMATIC SITE ARRANGEMENT N.T.S. AE„„torus Ioo,5= :_ TYPICAL UNDERGROUND FUEL STORAGE AND DISPENSER D•2.3 SYSTEM WITH SECONDARY CONTAINMENT. r ' B , SEE CUSTOMER'S ARCHITECTURAL AND ENGINEERING DRAWINGS TANK VENT LINES-ISOLATE 71:)•2.4 FOR NOTES, DETAILS & DIMENSIONS CONCERNING PIPING LAYOUTS, AT LINER WALL (LOCATION OPTIONAL) GENERAL CONSTRUCTION AND SPECIFIC SITE ARRANGEMENT MPC CONTAINMENT SYSTEMS,LTD. 1984 ALL RIGHTS RESERVED PATENT PENDING TANK RISERS AT BLDG. DOUBLE WALL TANK ANNULAR VENT AND/OR MONITORING LOCATION g I B TD•3.31 TD•3.3 FILL TUBE SECONDARY CONTAINMENT FILL TUBE SECONDARY ' CONTAINMENT I GTANKLINER D-2.4 D-2.1 D_•2.2 MONITORING D-2.4 VAPOR AND D-2.1 OAVAPORANDTATION2L5' GROUND WATER n PRODUCT LINES PRODUCT LINES SEAL FLAP ft r.:_.gi . ?..- r S"--' - a.;sue — I PETR ARO"LINER 1 a 1 Y, PETROGAR INER 11,- a I' a yI n SLOPE LINE l y! r vlI r —SLOPE L ER I,- I mC n l ly _ •gyp oc V7i' 77— 2 - I g Ca E' PEA GRAVEL :ACKFILL ppIJ7OB'-0 a 2 J COi ., E` I DOUBLE WALL STEEL TANK I or"10LA. Ee DOUBLE WALL a 0 O 1 Y 12 0 I, lit Q^ Y• 4` t FIBERGLAS TANK I' 1- O e c E LINE OF TANK PIT ` O 8 r Epc :°c EXCAVATION F SLOPE TANK ' I m& m E LOPE TANK m ie m i, N.,....Z SAND BACKFILL PEA GRAVEL LL LLODUPONTTYPARSOILOilDUPONTTYPARSOILO STABILIZER FABRIC Q STABILIZER FABRIC OQ Oa V1 LINE OF TANK PIT EXCAVATION V1mwmw SECTION A-A FIBERGLAS TANK SCHEMATIC) SECTION A-A STEEL TANK SCHEMATIC) C) SHOWN AT COMPLETION 2,o. • SHOWN AT COMPLETION OF INSTALLATIONOFINSTALLATIONg• . e• °6 . LIFTING LUGS STEEL TANK FIBERGLASS TANK ` V! C. a °6 CONCRETE BALLAST W/ EASED EDGES; SEE TANK MANUF. N o ` °ANCHOR POINTS AND e A' o. •. o SPECS. FOR REQUIREMENTS A " D• RING HARDWARE WELDED 0 .ab o: WASHED PEA GRAVEL TD.33 TO LINER c beef.,,:,• •: ZI j,. }1., 7. gin$<z Pic rvka a., , k p5 <; 'a C I ziF' irrt•o • - 1 1— '' Y' f ':,. r FILL TUBE SECONDARY co D•2.4I uil.ir- _ I h- DUPONT TYPAR (GEO TEXTILE)SOILL CONTAINMENT I EII v.,--,,III==Jp.=='_= STABILIZER TO PREVENT tank annular space penetration MIGRATION OF PEA GRAVEL r — —" stank gauge penetration EXISTING SUBGRADE INTO SOIL VENT LINES fill tube penetration I vent line penetration i etCONCRETEBALLAST/ BEDDING 12 , I i l ' _ BETE c ES • TD-2.3 A ) ' \ ' A lTD•3.3/ I 'I I I I )1I MPC PETROGAI4B® LINER i IE PENETRATION SILEEV W/0S±VERIFY SEE BUYERS CONRETE 7 TD•3.3) \D 2.1,1 CD•2 a lr -- - 4_r_ 1! I COMPRESSION IFI G m V n I SLAB DETAILS I LINE OF TANK Bit rutio.1'' MPC PETROGARD®LII4ER II . I I MPC PETROGARD® s, m I I LJt-_-: CONTAINMENT INER PIT LINERVAPORa I II II 1-----„ANNULA I P NE RA IONPRODUCTLINES e IIy M E<. o \ ! I I MPC Design StandardsAMPCPETROGARO` INE pla I loco L _J o o o,)k \ _ _ gDouble Wall TankApplicationD2.3 PEA GRAVEL BACKFILL 71 P TD-3.3, 2 2 C a IPARTIAL OVERLINER AND TRENCH LINER SVSrEMc71yalLINERTANKINTERFAE2I, m TANK LINER i a LIQUID CONTAINMENT SYSTEM Ii .' J O INTERFACE a. _ t'+si i_ CO a 1 slope dn. rope up -` ng.••eer.'9 rY Jark More and pgWG 3• _ •-.'•q'`c... rch bYRch artl James Ab•hamTANKLINERb=_ i• -11- I I • D 21O a j MONITORING lSTATION EL.-1'-6n a T D- 3.3 1 Q RELEASE DATE 100•I98s BALLAST— o a m L. O'-61N ?EL. 0 6.. i TD3.3, o o t E p x PRODUCT AND VAPOR FoR ED HFca,, aaari m IL STEEL TANK FIBERGLAS TANK) Q RETURN LINES- E-HER 110 N R.„R - SECTION B-B SCHEMATIC) 3.3 RT C CO LT . LINER PLAN MPC CONTAINMENT SYSTEMS,LTD. SCHEMATIC) SHOWN AT START OF INSTALLATION 1984 ALL RIGHTS RESERVED PATENT PENDING TEMPORARY TIE-OFF LINE FOR INSTALLATION 7 r DISPENSER ISLAND 0PAVING / FINISHED GRADE 0 0 r; V NE r------- y DRIP PAN W/ MPC fI l I // CO' ( PETROGARD"_l1NE_ _ N'' l J QI ter I s ". a FOLD RPLUS MPC PETROGARD° LINER µ• a h, I o ,°'° r r LINER ATERIAL i I I d AT END OF TRENCH I'' 11N- o FILL LINER W/PEA _f r12 R GRAVEL w I I I ` i OUTLINE OF EXCAVATED c"`°% I ''' TRENCH lei it,\ v Iy 1' l I i ail" % c?-.. K--------._Itilk /IiI T i%l lI 4. \ I Igl ll:'/, ELECTRICAL LINE(OUTSIDE OF LINER) may/ I i - PRODUCT LINE AND VAPOR y, 00, --', II . i':ll . RETURN WHERE REQUIREDIIlilll/- llllUl f Ej% UUI-i' ' MPC PETROGARD" TRENCH LINER SECTION C-C I II III I tea:' O CT TRENCH FILL- SLOPE TO TANKS r N qp r TRENCH LINER / DISPENSER U 1 r 0,1ir. INTERFACEvi a , ,- ,a DISPENSER UNIT C\ \ Al • o qo 11 i I1 , 7 TD•3 i II'' 4"0 NEW OR REPLACED j DISPENSER— PAVING IIII 1 II EXISTING OR NEW CONCRETEill '•1;1-- DISPENSER ISLAND C a) IIIr›-CrD*34EEXISTINGORNEWCONCRETENEWORREPLACED DISPENSER ISLAND PAVING TD3. 3 MPC PETROGARD° v r f I TRENCH LINERI w } LIcc 3°p THR A N PPLE17.iLi , r. .n i . P MPC III i J J LOCK NUT 1, 1 GASKET ON T-- Z PETROGARD° 4417... J1 - LONGITUDINAL. .PETROGARD" TRENCHto BOTH SICi = 1 Y 0 n, • 7. 14L__ 7 • 1 ZIPPER SLIDE CLOSURE LINER II I I 5, Fc• ally I c, I l(j -u--k c E tee• 'al '. WHERE REQUIRED, INSTALL I "`I''' rnrn MPC PETROGARD" DRIP PAN, E DISPENSER INTERFACE0 £ PRODUCT LINES STACKED TO MAIN-HIGH POINT F PIPIQa 11.1 LINED W/ PETROGARD,` AT EACH o2 • _ - F"• 49 4z TAIN INDICATED TRENCH WIDTH LONGITUDINAI4 '- IS AT DISP: SER LOCATION •MPC Design Standards 1- p s" _ SLOPE PIPES TO PIT ZIPPER SLIDE I VAULT. SLOPE PAN APPROX. g a n..LINER INTERFACE CLOSURE 41 1 : .: 22 OFF HORIZONTAL Double Wall Tank Application t''' II 1 _ 11, AR1.AL OVERL NER AND TRENCH LINER yV TENr. PEA GRAVELy.,... i MPC PETROGARD° A I 0 LINER TD•3.4 TD3. 1 SLOPE THE TO PIT;, r LINER a !'r_ I"t t ilC I CI— LIQUID CONTAINMENT SYSTEM. I_u J omrvc wSLOPEBOTTOMOFTRENCH iiI INER TRANSVERSE 1 3' 0°FOR 6 LINES D3.4,III T^-1 4 113 FOR 61 1 ! +GRAVEL OR SAND BACKFILL ZIPPER SLIDE 4'-0" FOR 8 LINES L4-0 FOR 8 LINES C CLOSUREAPPLIESTO4'-0" WIDE TRENCH BELOW TRENCH LINER: SLOPE i TRENCH AND TRENCH LINER r REVISIONS ow.E -W/8 LINES I TO TANK PIT (1/4°PER FT.MIN.)CONTAINMENT P/nt.IolT^ SECTION A - a v 01 ,mr iviATIC SECTION B B MPC CONTAINMENT SYSTEMS.LTD. 1984 ALL RIGHTS RESERVED PATENT PENDING A MANWAY ACCESS AT PAVEMENT F 1 I jl\ 0 II II II g4 rt II TANK DD \\E WALL STEEL Q V II D2 .I j--® ® Q .Q I I. DOUBLE\WALL o fo.:I O OO Of•,O O4® FIBERGLA TANK 1 I- sd V i ka \O\ ,COMPRES ON RING W/Y •'''• im i•, °°.' • CAP SCRWS AND NUTS 0 OI v MANWAY COVER__ p •1- v1• ®) PETROGARq® LINER O\ON BACKFILL CUSHI• . 1 O° 0® ®® MANWAY/,OPENING RADIUS /ND SIZE TO USER SPECS. II II 1 II II II 4/4II II j 41 DOUBLE WALL TA ip 4.0 V` A v PLAN SECTION A A C E c r C 0 V CAP SCREW NUTS; REMOVE RING&NUTS, SET PETROGARD® LINER IN CEMENT,& REMOUNT MPC/ PETROGARD® CEMENT M P C CONTAINMENT SYSTEMS,LTD. CAULK AS REQUIRED 1984 ALL RIGHTS RESERVED WENT PENDING HESE DRAWINGS ARE ISSUED IN STR.CT CONFIDENCE JN THE CONDITION THAT IT IS NOT USED AS A BASIL COMPRESSION RING FOR MANUFACTURE OR SALE,AND THAT IT IS NOT WHOLLYCOPIED, TEDOR DISCLOSED TO A THIRD PARTY I I EITHER WHOLL OR IN PART WITHOUT THE PRIOR. WRITTENCONSENTOF MPC CONTAINMENT TYSTEMS,INC. PETROGARD® LINER V.TITLE LINER TANK INTERFA g -G4 gDb17•bo6; Y.R•Q•.c P#O.lECT L &•: - _`.". .1%t• MPC Design Standards t, .,,,•.•e" U; os `` 7 -R goo Double Wall Tank Applicationeyi)` w. w.o:..ti :i f,.%,`4 -` 7 ,,o r ti; a ......a• •eee c y1 ce .= ms„ FIBERGLASS TANK LINFF INTERFACE DFTAII c L.Il..2IJIL., L:.JIN IAIIVMLIYT SYSTEM BACKFILL TO SUPPORT LINER---\ V„..,,,_____TANK OUTLINE (TOP) E r seovd mkesM A .G RELEASE DA'E I00"984, D 2.1a MANWAY AND MANWAY COVER A • DETAIL REVISIONS OATE 9 12 .84 D2.1, NOTE: SEE C•2.5 FOR TRENCH CONTINUATION COMPONENTS 0 bit SLIDE CLOSURE ft V V i•+ A A D2.2 CD2.2) FLEXIBLE PETROGARD®LINER IA FACTORY WELDED TO PREFORMED ANGLE SYNTHETIC ANGLE U 44 V 1/2" STUD BOLT PRESSED 4 INTO ANGLE PETROGARD® CAULKING N" f3-B TRENCH/PIT INTERFACE CROSS SECTION D2.2, 4.0 E 0000000400OOOOO1O O INSTALLATION SEQUENCE ; 4.1 OO 1. Align interior and exterior angle components. O O 2.Perforate bolt holes and secure 0 angle components with bolts V provided.(tighten bolts) O 10 O r B , 3.Cut Petrogard® liner at interface to create openingD2B.2 PETROGARDxC AULKING LD2•2i 4.Caulk all around at angle jointI MPC CONTAINMENT SYSTEMS,LTQ O O 1884 ALL RIGHTS RESERVED PATENT PENDING THESE DRAWINGS ARE ISSUED IN STR IC?CONFIDENCE ON THE CONDITION THAT IT IS NOT USED AS A BASIS31_611 FOR MANUFACTURE OR SALE, AND THAT IT IS NOT COPIED,REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART NT IMENT^ THE PRIOR O WRITTENCONSEN70F MPC CONTAINMENT^.vSTEMS 'NC. 6` aa• O TITLE TRENCH/PIT INTERFACE PROJECT O 0 MPC Design Standards j Double Wall Tank Application I UOUID CONTAINMENT SYSTEM v•ae .. ' Jar .At,',- ORWG NO 1E.EASE DATE C^ ,98, D-2.2 AA TRENCH/PIT INTERFACE PLAN REVIS,ONS DATE 9 17 84 MPC PETROGARD'"COMPRESSION NUT MPC PETROGARD® LINER AT TRENCH OR PIT GASKET PETROGARD®THREADED NIPPLE SEE SIZE/APPLICATION BELOW ) PRODUCT LINE, VENT LINE, OR OELECTRICALLINE STAINLESS STEEL COMPRESSION CLAMP CNC A i v c Tr- 10 MPC PETROGARD® FACTORY FABRICATED' FLEXIBLE BOOT COMPRESSION CLOSURE OF BOOT SEALED W/ FACTORY SUPPLIED PETROGARD® CAULKING MPC PETROGARD® LINER f 4. A PIPE PENETRATION / ISOLATION DETAIL D•2.3., SIZE/APPLICATION SCHEDULE C. 12 DIA. FOR ELECTRICAL CONDUIT L 2" DIA. FOR MISCELLANEOUS TANK APPLICATIONS E 3" DIA. FOR PRODUCT VAPOR OR VENT LINE NOTE: CONSULT ARCHITECTURAL AND r! ENGINEERING DRAWINGS FOR SPECIFIC JOB BEFORE SPECIFYING PIPE ISOLATION FITTING SIZE C M PC CONTAINMENT SYSTEMS,LTQ 1984 ALL RIGHTS RESERVED PATENT PENDING THESE DRAWINGS ARE ISSUED IN STRICT CONFIDENCE ON THE CONDITION THAT IT IS NOT USED AS A BASIS FOR T COPIED REPRIINTED OR DIREORSCLOSEDDTOATHIRDIPARTNTY EITHER WHOLLY OR IN DART WITHOUT THE PRIOR WRITTENCONSENTOF MPC CONTAINMENT SYSTEMS,INC. TITLE PROJECT MPC Design Standards Double Wall Tank Application PARTIAL OVERL.INER AND TRENCH LINER SYSTEM Engmeenng by Jack More,and CIRWG NO Arch byR.chard James Abrham A` RELEASE DATE'•001+984 D-2.311REVISIONSDATEMAYI.5,e4 cy V V CAST IRON COVER AND COLLAR BY OTHERS-SEE ARCHITECTURAL PLANS PART* OPW 104-A 12 0 mom PAVING BY OTHERS SEE f l ARCHITECTURAL PLANS F---PEA GRAVEL FILL SURROUND SUMP PRODUCT EXTRACTION TUBE 2"SCH.40 P.V.C. N FACTORY SLOTTED TEST e WELL PIPE. SLOTS .020", N APPROX. 1/4" APART x 2" o440 LONG APPROX. 48 SLOTS PER FOOT o E 4"0 RISER PIPE BY OTHERS MPC PETROGARD® LINER SLEEVE 4.0 MPC SUPPLIED THREADED NIPPLE 0 410x8 LG.,SPECIAL MACHINED,PART I.MPC-C48-1 4"0 COUPLING BY OTHERS MPC PETROGARD® HEAT WELDED TO RIGID SUMP BASE (THERMO-PLASTIC POLYMER)PART MPC:_-C48-2 M PC CONTAINMENT SYSTEMS,LTD. PEA GRAVEL 1984 ALL RIGHTS RESERVED PATENT PENDING i HESE DRAWINGS ARE ISSUED IN STRICT CONFIDENCE ON THE CONDITION THAT IT IS NOT USED IT A BASISFORMANUFACTUREORSALEANCTHATITISNOT COPIED,REPRINTED OR DISCLOSED TO A THIRD PARTYtEITHERWHOLLYOINPARTWITHOUTTHEPRIORWRITTENCONSLN OR IN TAWITHO SYSTEMS,INC. TITLE TANK OVERFILL PROTECTION C---PROJECT DOW3LE WALL TANK - MPC Design Standards STEEL OR FIBERGLAS) Double Wall Tank Application PARTIAL DVFRLINFR ANn TRFNrH I IN“R Cse TFM A " I .L. 1 Vu Juirlr LJC IH T-IL LIQUID CONTAINMENT SYSTEMS tD-2.4) F q nee ng by Jack MOhe and ORWG NO Aran by R.-bard Jarne;Ab',am RELEASE DATE 100' '9841 D-2.4 REVISIONS OATE 9 12 84 INSPECTION COVER PART4 OP W 104-A 12"0 OREMOVABLEP.V.C. CAP CONCRETE PAVING Of. r -FINISH GRADE et a p a f - i COMPRESSION FITTING PART +rMPC 3D S o8, a a TRANSVERSE PETROGARD® V I V_ I ZIPPER SLIDE CLOSURE W/PETROGARD® U . . 1..,1 CAULK MPC j vPETROGARDLINER — 1• ,' F PRODUCT AND VAPOR LINES V SLOTTED P.V.C. SUMP 2"0 a MONITORING WELL; CAP AT BASE 4.04— fi` ,. b cols .ag,. AND AT TOP e : . RIIM .° -1,:::::%.74 1." PEA GR..- L B B g °cam30 l'-- ,' .&e.117"I B B SONOTUBE" FORM I,D•2.5 __ __ D•2.5,I FACTORY FABRICATED PETROGARD® ESUMPATUNDERSIDEOFTRENCH LINER, 28 GALLON CAPACITY; 24"f APPROX. RETAINAGE IN SUMP COW/PEA GRAVEL BACKFILL OUTLINE OF EXCAVATED TRENCH Ir r AA MONITORING STATION CROSS SECTION D-2.5, 1101 SLOTTED P.V.C. SUMP 21I0 MONITORING WELL; CAP AT TOP AND AT BOTTOM CS OUTLINE OF EXCAVATED TRENCH E PEA GRAVEL SONOTUBE II FORM r - FACTORY FABRICATED PETROGARD® SUMP AT UNDERSIDE OF TRENCH LINER 28 GALLON J CAPACITY; APPROX. RETAINAGE IN SUMP m W/PEA GRAVEL BACKFILL a d•a 0w A A' d' :AAA V D.2,5, d D•2.5, ONETHESE DRAWINGSTHAT I ITS ISO NOT USEDCAS ADdAS155E i. FOR MANUFACTURE OR SALE. AND THAT IT IS NOTkill0; COPIED.REPRINTED OR DISCLOSED TO ATHIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR 4• WRITTEN[YINSENT OF MPC CONTAINMENT SYSTEMS INC off.'' MPC CONTAINMENT SYSTEMS,LTD. KC'0 14S4ALL RIGHTS RESERVED PATENT PENDING a TITLE TRENCH MONITOR PR/O-IECT a MPC Design StandardsW Double Wall Tank Application PARTIAL OVERLINER AND TRENCH LINER SYSTEM LIQUID CONTAINMENT SYSTEMS 1 t RELEASE DATE tG 0'148c1 D 2.5 I BB 1 MONITORING STATION PLAN D 2.5 REVISIONS DATE 9 12 8,4 INSTALLATION PROCEDURE 3"x 2" DOUBLE TAPPED 1. Caulk between all layers. HEX HEAD BUSHING 2. Assemble the 3"locknut onto the 3"X2" bushing as tight as possible. i 1 3. Install the 6"X3"bushing into the 6" ram ; tank outlet as tight as required for a leak 0 proof seal. I 1344. Caulk along the 6"X3"bushing where TIGHTEN CONNECTION BY c the first washer will sit. THIS HEX HEAD 5. Place the first washer onto the 6"X3" V bushing,then the liner and another j 3"x 2" DOUBLE TAPPED e washer on top of it. CAULK I I HEX HEAD BUSHING r 6. Install the 3"X2"bushing,with the 3" j I I i V locknut attached to it,through the washers and liner into the 6"X3" I I bushing and tighten the connection I by turning the 3"X2"bushing,do not tighten by turning the 3"locknut. r t v/ 11 I 3" LOCKNUTII it I I { 1 I II CAULK I i I J IlK // r N i E NYLON WASHER Cr) z/ 41N. j CAULK 3" LOCKNUT 41191 I NiI 4I 6"x 3" HEX HEAD BUSHING "" 10" SQUARE(WITH ROUNDED CcoCORNERS) NYLON WASHER PLAN HYTREL LINER CAULK I I I es oRAwING TITLE ANNULAR3"x 2" BUSHING 3" LOCKNUT MONTORINGPA NTERFACECE G/ 6"x 3" BUSHING HYTREL LINERsueJecTIndividual Pipe/Liner Interface NYLON WASHERS BACKFILL VOID4111111111111111*, 1111* 1 Q ENG./Jack Mor. IrdOUTLINEOFTANKOUTLETVANC...,RlcIwd J Abenwn/Arehcecce PROJECT DESCRIPTION NYLON WASHER MPC Design Standards s- I Double Wall Tank Application CAULK I fIIIIiIiiIuIIIIItiIII.IIIIIIIIIIiiIiiJIIiIIIiISIIIiII 111111- - 11.1 1 PROJECT NO II ti 6"x 3" HEX HEAD BUSHING LIQUID CONTAINMENT SYSTEM DRAWING NO Da2.6 PREv."INAR.; C se!6 REVISIONS DATE ELEVATION/SECTION EXPLODED ASSEMBLY COPIED,REPRINTED OR DISCLOSED TO A 1HIHU PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF MPC CONTAINMENT SYSTEMS,INC MPC CONTAINMENT SYSTEMS, LTD. 1984 AU.RIGHTS RESERVED PATENT PENDING 041: c"C• V 12'0 CAST IRON COVER S V GRAVEL FILL z, kg I da o III II= 11 -111V SLIP CAP 0'""` 0 _ 111111=II III Illll--MIIp 6"0 SLOTTED P.V.C. PIPE - 4 s —1`I i I(I IlIIIM yJ a III(I ae eo M P C PETROGARD® LINER i"d A VFAliS'ry kvrA:vca_ s arz vi---.._ TOP OF TANK U em FIBERGLAS TANK a.. co ga3 mis;o oy SLIP CAP —7-'-------------- f" rau GRAVEL FILL — 0 k( 1160 min) THESE DRAWINOS ARE ISSUED IN STRICT CONFIDENCE pP ON CONDITION THAT IT IS NOT USED AS A BASIS e, FOR MANUFACTURE OR SALE, AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WIRNOUT THE PRIOR WRITTEN CONSENT OF MPC CONTAINMENT SYSTEMS.'NC A DETAIL MPC CONTAINMENT SYSTEMS, LTD. 1984 ALL RIGHTS RESERVED PATENT PENDING p.2iO TITLE TANK LINER MONITOR PROJECT MPC Design Standards Double Wall Tank Application LIQUID CONTAINMENT SYSTEM RE _ s,s 'ATE BEGINNING OF FILE Fur MICROFILMED r cu-aiS - Public Notice NOTICE OF ENVIRONMENTAL DETERMINATION AFFIDAVIT OF PUBLICATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON he Environmental Review Committee Audrey De Jo i e _, being first duly sworn on oath states that 1C) has issued a declaration of non- ificance for the following project:he/she is the Chief Clerk of the ITY OF RENTON BUILDING AND ONING DEPARTMENT (ECF-022- T T B) VALLEYLLEY NEWSPAPERS id Loading for dinaion of the Parking L"j rid Loading Ordinance(Section 4-22) eluded (1) format, (2) intent, (3) Daily News Journal, Daily Record Chronicle, Daily Globe News indem parking,(4)gross floor area,(5) int use driveways, (6) review of off- Daily news)apers published six (6) times a week. That said newspapers reet parking, (7) bonds/letters of edit, (8) loading space/versus use of are legal newspapers and are now and have been for more than six ublic right-of-way, (9) percentage of months pric,r to the date of publication referred to,printed and published Dmpact parking spaces, (10) dimen- onal requirements, (11) maximumintheEngl:sh language continually as daily newspapers in Kent, King Jmber of parking spaces, (12)guestCounty, Washington. Valley Newspapers have been approved as legal irking. (13) drive-up windows, (14) newspapers by order of the Superior Court of the State of Washington for Est office parking,(15)airport parking, 6) delayed installation, (17) outside King County. tail sales area, and (18) daycare ic:ilities. he environmental Review Committee The notice i n the exact form attached, was published in the Daily News tC) has issued a declaration of non- iificance for the following projects withJournal , Daily Record Chronicle_X, Daily Globe News , (and litional conditions imposed as mitigat- not in supplement form) which was regularly distributed to its measures under their authority of subscribers during the below stated period. The annexed notice a ieon 4-2822(D)of the Renton Municipal Notice of LLLvironmental Determination was published LAID PANTRY(ECF-102-86) pplication for conditional use permit to on April 7, 1986 R1L192 low gas pumps in a B-1 zone at the sw Plaid Pantry (file CU-015-86); cated at the southwest corner of nion Avenue N.E. and N.E. Sunset lvd. The full amount of the fee charged for said foregoing publication is the urther information regarding this action t- available in the Building and Zoning3-'•sum of $ 6 3artment, Municipal Building, Renton, shington, 235-2550. Any appeal of C action must be filed with the Renton aring Examiner by April 14, 1986. iG'` Published in the Daily Record Chronicle it 7, 1986. R1492 Subscribed and sworn to before me s 9th day ofhPril 19 86 Notar blic for the State of Washington, residing at Federal Way, King County, Washington. CITY OF RENTONVN#87 Revised 10/84 ft MAY 91986 — 5J!!_DiNG/ZONINC2, Dfp r C — 015- g-‘, AFFIDAVIT OF PUBLICATION Audrey DeJoie , being first duly sworn on oath states that he/she is the Chief Clerk of the VALLEY NEWSPAPERS NOTICE OF ENVIRONMENTAL DETERMINATIONDailyNewsJournal, Daily Record Chronicle, Daily Globe News ENVIRONMENTAL REVIEW COMMITTEE Daily newspapers published six(6)times a week. That said newspapers RENTON, WASHINGTON are legal newspapers and are now and have been for more than six The Environmental Review Committee ERC) has issued a declaration of non- months prior to the date of publication referred to,printed and published significance for the following projects with in the English language continually as daily newspapers in Kent, King additional conditions imposed as mitigat- ing measures under their authority ofCounty, Washington. Valley Newspapers have been approved as legal Section 4-2822(D)of the Renton Municipal newspapers by order of the Superior Court of the State of Washington for Code: King County. PLAID PANTRY(ECF-012-86) Application for conditional use permit to allow gas pumps in a B-1 zone at the new PlatThenoticeintheexactformattached, waspublished in the DailyNews theensouPathrywest corere of nionAvenuted E.southwest corner of Union Avenue N.E. Journal_, Daily Record Chronicle X , Daily Globe News (and and N.E. SunsetBlvd. Further information regarding this actionnotinsupplementform) which was regularly distributed to its is available in the building and Zoning subscribers during the below stated period. The annexed notice a Department, Municipal Building, Renton, Washington, 235-2550. Any appeal of ivotice of "Environmental Determination was published ERC action must be filed with the Renton Hearing Examiner by May 5, 1986. on April 21 , 1986 R1522 Published in the Daily Record Chronicle May 21, 1986. R1522. The full amount of the fee charged for said foregoing publication is the sum of$17.82 Subscribed and sworn to before me this 23rd day ofAPri 1 19 86 , Zen • No ary Public for the State of Washington, residing at Federal Way, VN 187 Revised 10/84 King County, Washington. CITY OF ;:,_NT`o1.'a n_ M 91286AY BUM:MG/ZONING DEPT. pI n g6 Public Notice NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER • RENTON, WASHINGTON r A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUN- AFFIDAVIT OF PUBLICATION IL CHAMBERS ON THE SECOND FLOOR OF CITY HALL, RENTON, WASHINGTON ON MAY 13, 1986, AT 1 UC T'e De Jo i e 9:00 A.M.TO CONSIDER THE FOLLOWAbeingfirstdulyswornonoathstatesthattINGPETITIONS: he/she is the Chief Clerk of the PLAID PANTRY Application for conditional use permit to hallow gas pumps in a B-1, Business Use, zone as part of a Plaid Pantry store,file CL)- VALLEY NEWSPAPERS 015-86;located at the southwest corner of Union Avenue N.E.and N.E.Sunset Blvd. ' Daily News Journal, Daily Record Chronicle, Daily Globe News ARTEL AND ASSOCIATED Application to rezone 1.44 acres of proper- oDailnewspaperssix (6) times a week.That said newspapers tytromBusinessR-3, Us , forcResidential-Multiple Family,t-Ypublished 8-1, Use, for office use, file R- are legal newspapers and are now and have been for more than six D19-86; property located at, northeast months prior to the date of publication referred to,printed and published Corner of N.E.Sunset Blvd.and Anacortes Avenue N.E. in the English language continually as daily newspapers in Kent, King FIRST CITY DEVELOPMENT CORP. County, Washington. Valley Newspapers have been approved as legal Application for special permit for grade and newspapers order of the Superior Court of the State of Washington for die vt place 425,foro0 futurecube yardse of fill to by P g serve as a base office building King County. structures and a public access street,file SP-024-86; property located south of BNRR right-of-way, west of Earlington The notice in the exact form attached, was published in the Daily News Woods and north of Valley 405 Business Park. Journal , Daily Record Chronicle " , Daily Globe News , (and Legal descriptions of the files noted above are on file in the Renton Building andnotinsupplementform) which was regularly distributed to its Zoning Department. subscribers during the below stated period. The annexed notice a ac ALL INTERESTED PERSONS TO SAID. Aotice of Public Hearing was published PETITIONS ARE INVITED TO BE PRE- SENT AT THE PUBLIC HEARING ON M8 2, 1986 R1558 MAY 13, 1986, AT 9:00 A.M. TO EX- PRESSyPRES$THEIR OPINIONS. Ronald G. Nelson Building and Zoning Director Published in the Daily Record Chronicle The full amount of the fee charged for said foregoing publication is the May 2, 1986. R1558 sum of $ 29 .70 . Subscribed and sworn to before me this 6 th day of Nay 19 A6 . Public for the State of Washington,Notary ub g , residing at Federal Way, King County, Washington. VN.87 Revised 10i84 S-S 8 yfeJC y cr`'J CAA —UIS"- 6 NOTICE OF PUBLIC HEARING °i RENTON HEARING EXAMINER RENTON, WASHINGTON A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT AFFIDAVIT OF PUBLICATION COUN-CILHIS REGULAR MEETING INE SECOND FLOOR OF CITY HALL, RENTON, WASHINGTON ON AUGUST 5, 1986,ATAudreyDeJoie , being first duly sworn on oath states that 9:00 A.M.TO CONSIDER THE FOLLOW- ING PETITIONS:he/she is the Chief Clerk of the PLAID PANTRY Application for conditional use permit to allow gas pumps in'a B-1, Business VALLEY NEWSPAPERS Use, zone as part of a Plaid Pantry store,file CU-015-86;property located oDailyNewsJournal, Daily Record Chronicle, Daily Globe News At the svenueN.EE.. aandst cornerdN.E. Sunset Union. . Ant Blvd. Daily newspapers published six (6) times a week.That said newspapers FIRST CITY EQUITI $ are legal newspapers and are now and have been for more than six Application for site plano approval toygallowtheconstructionofatwostory months prior to the date of publication referred to,printed and published building having 93,170 square feet for in the English language continually as daily newspapers in Kent, King u ussici man dva warehouse e,ffile 5A-057-8 manufacturing 6;and variance appli. County, Washington. Valley Newspapers have been approved as legal cation to allow a cul-de-sac road length newspapers by order of the Superior Court of the State of Washington for over 500 feet, file V-058-86. Property located on the east side of NachesKingCounty. Avenue S.W. at the 500.bloat. in the DailyNews Legal descriptions of the files noted.The notice in the exact form attached,was published above are on file in the Renton Building anal Journal , Daily Record Chronicle_ Daily Globe News (and Zonl i Department.> Allinterested persons to said petitionsnotinsupplementform) which was regularly distributed to its are invited to be present at the public subscribers during the below stated period. The annexed notice a hearing on August 5, 1986,at 9:00 a.m.to express their opinions. Notice of Public Hearing was published S''` Ronald G. Nelson Building and Zoning Director on July 25, 1986 R17t1 0 Published in the Daily Record Ghrgnjcle:jJuly25, 1986. R1740 The full amount of the fee charged for said foregoing publication is the sum of $26.73 . Subscribed and sworn to before me this 29th day of July 19 86 Notary blic for the State of Washington, residing at Federal Way, King County, Washington. vN 4187 Revised 10/84 OF RSA o THE CITY OF RENTON ti z MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 omi BARBARA Y. SHINPOCH, MAYOR MAXINE E.MOTOR, 9 co CITY CLERK • (206) 235-25010, 9gT D SEPI00 February 11, 1987 Mr. James Dalpay P.O. Box 2436 Renton, Washington 98056 Re: Plaid Pantry - CU-015-86 - Restrictive Covenants Dear Mr. Dalpay: Enclosed is a copy of your Declaration of Restrictive Covenants which was filed with King County Records and Elections under file number 8702100642 on February 10, 1987. If we can be of further assistance, please do not hesitate to call. Sincerely, CITYY OF RENTON Maxine E. Motor, CMC City Clerk MEM/gn Enclosures cc: Hearing Examiner Building and Zoning n-fk,arnl. 1 CU-015-86 rn u Jti RECORD hi v. THE CITY C!FRK BIOG. R;. n2 .1+=+ p i;' ..1:_ R E.59. F'E'_D Lit' V A 52,555 rncDECLARATIONOFRESTRICTIVECOVENAFlSii WHEREAS, JAMES DALPAY is the owner of the following NJ peal property in the City of Renton, County of King, State Df Washington, described as Exhibit 'A' attached hereto. CD WHEREAS, the owner(s) of said described property desireCDtoimposethefollowingrestrictivecovenantsrunningwith CV the land as to use, present and future, of the above CV CD described real property. OD NOW: THEREFORE, the aforesaid owner(s) hereby establish, grant and impose restrictions and covenants running with the land hereinabove described with respect to the use by the undersigned, their successors, heirs, and assigns as follows: REMOVAL OF UNDERGROUND SYSTEM 1. Removal of the entire underground system on property described in Exhibit "A" is assured should the operation cease or discontinue operation for more than one year. 2 . The owner of the property at the time the operation has ceased will have the legal responsibility to remove the complete underground system, and failure to do so shall entitle the City of Renton to accomplish this purpose by entering onto the property and removing such equipment in any reasonable manner necessary. 3 . Should it become necessary for the City of Renton to accomplish the removal of the underground system, the owner of said property shall grant to the City all costs associated with said removal including interest, if applicable, as well as subsidiary or indirect costs, and shall operate as a lien against the property, with the City of Renton being held harmless. 4 . In addition, other consequences or costs of removal of the underground system, including any adverse but reasonably anticipated costs of removal such as closure of, or interference with current on-site enterprises, shall be solely the responsibility of the property owner. 5 . Perimeter landscaping shall be required around the entire site subject to the approval of the City Landscape Architect. rr,m rn to r n rnC C'] r' CD., 5;. f1 DURATION These covenants shall run with the land and expire on December 31, 2025. If at any time improvements are CV installed pursuant to these covenants, the portion of the t1 covenants pertaining to the specific installed improvements as required by the Ordinances of the City of Renton shallO CDterminate without necessity of further documentation. CV O CO Any violation or breach of these restrictive covenants may be enforced by proper legal procedures in the Superior Court of King County by either the City of Renton or any property owners adjoining subject property who are adversely affected by said bread..---------- -- -- tc)JAIEa DALPAY STATE OF WASHINGTON ss. County of KING On this day of %c",t«or 198 before me personally appeared the pbrson(s) who exe uted the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said person(s) for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notar Pub is in and for the State of Wa 1-7 residing at d ./ fix , EXHIBIT "A" Legal description of property (if more space Is required, attach a separate sheet). TAX LOT 9245 SEC 4, TWP 23 N, R. 5 EWM O O PORTION OF THE EAST 280 FEET OF THE SOUTHEAST 1/4 OF SOUTHEAST 1/4 OF SECTION N 4, TOWNSHIP 23N, RANGE 5E DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEASTO CORNER OF SAID SECTION; THENCE NORTH 0°-58'-58" EAST ALONG THE EAST LINE OFOD SAID SECTION 188,44 FEET; THENCE NORTH 64°-34'-52" WEST 32.95 FEET TO WEST LINE OF 132ND S.E. , AND TRUE POINT OF BEGINNING, ALSO KNOWN AS UNION: AVE. N.E. : THENCE CONTINUING NORTH 64°-34'-52" WEST 274.6 FEET TO THE WES1 LINE OF EAST 280 FEET OF SAID SUBDIVISION; THENCE NORTH 0°-58'-58" EAST 168.3 FEET TO THE SOUTHERLY LINE OF PRIMARY STATE HIGHWAY #2; THENCE SOUTH 54°-21 '-22" EAST ALONG SAID LINE 303.94 FEET TO WEST LINE OF 132ND AVE. S.E. ALSO KNOW AS UNION AVE. N.E. ; THENCE SOUTH 0°-58'-58" WEST ALONG SAID WEST LINE 109.04 FEET TO TRUE POINT OF BEGINNING. CITY OF RENTON 0 Lawrence J. Warren, City Attorney LL Daniel Kellogg - David M. Dean -Mark E. Barber - Zanetta L. Fontes -Theodore R. Parry Assistant City Attorneys February 3, 1987 TO: Fred J. Kaufman, Hearing Examiner. FROM: Lawrence J. Warren, City Attorney RE: Restrictive Covenants - Plaid Pantry Dear Fred: I have reviewed the above-captioned Covenants and the are approved as to legal form. Lawrence J. Warren LJW:nd Encl. cc: Mayor CrrY O. RENTON FEB 4 1981 D CRY COM MCI fl Eggc4m§ Post Office Box 626 - 100 S 2nd Street - Renton, Washington 98057 - (206) 255-8678 OF R A 4'. 0 THE CITY OF RENTON U `I Z MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 BARBARA Y. SHINPOCH, MAYOR • LAND USE HEARING EXAMINER 90 co'FRED J. KAUFMAN. 235 -2593 0g7'6O 3EP1 E January 21, 1987 Mr. James Dalpay P. 0. Box 2436 Renton, Washington, 98056 Re: Plaid Pantry CU-015-86 Dear Mr. Dalpay: This office issued the decision regarding the above entitled matter on September 12 , 1986. Since you are the owner of the property in question, a set of Restrictive Covenants required by the decision and requiring your signature was sent to you on November 10, 1986 . It is the intent of this office to dismiss the application if those covenants are not returned in proper form by 5 : 00 P.M. , Friday, January 30, 1987 . If this office can be of any further assistance in this matter feel free to call. Sincerely, FRED J. KAUFMAN HEARING EXAMINER FJK/dk cc Richard Wagner City Attorney Building and Zoning Department City Clerk OF R4,4 THE CITY OF RENTON MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 BARBARA Y. SHINPOCH, MAYOR • LAND USE HEARING EXAMINER coo9O FRED J. KAUFMAN, 235 -2593 C9g6'0 SEP-r • November 10, 1986 James Dalpay P. 0. Box 2436 Renton, Washington, 98056 Re: Plaid Pantry CU-015-86 Dear Mr. Dalpay: Attached are two copies of Restrictive Covenants as required as a condition of approval of the above Conditional Use Permit request. Would you please sign this document before a notary public and return the original signed and notarized copy to this office. Upon receipt of the document, we will forward to King County for recording. Your prompt attention to this matter would be appreciated. If you have any questions please feel free to contact this office. Sincerely, tf_,_ FRED J. KAUFMAN FJK/dk Attachment cc: Building and Zoning Department City Clerk AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON ss. County of King DITTY KLINGMAN being first duly sworn, upon oatt , deposes and states: That on the 12th day of September 1986 affiant deposited in the mails of the United States a sealed envelope containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. SI 4.SCRIBED AND SWORN to before me this day of Sp 1986 Notary Pub c nd for the State of Washington, residing at therein. Application, Petition, or Case 4t: CU-015-86 - PLAID PANTRY The minutes contain a list of the parties of record.) September 12, 1986 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: PLAID PANTRY File No: CU-015-86 LOCATION: Located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. SUMMARY OF REQUEST: Approval of a conditional use permit to allow gas pumps in a B-1 zone for a recently constructed Plaid Pantry store. SUMMARY OF ACTION: Building and Zoning Department Recommendation: Approval with conditions. Hearing Examiner Decision: Approved with conditions. BUILDING & ZONING The Building & Zoning Department Report was received DEPARTMENT REPORT:by the Examiner on July 27, 1986 PUBLIC HEARING: After reviewing the Building and Zoning Department Report, examining available information on file with the application, and field checking the property and surrounding area, the Examiner conducted a public hearing on the subject as follows: The hearing was opened on September 2, 1986 at 9:00 A.M. in the Council Chambers of the Renton Municipal Building. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit #1 - Yellow File containing application, proof of posting and publication and other documentation pertinent to this request. Exhibit #2 - Site Plan for proposed project. The hearing opened with a presentation of the staff report by Jeanette Samek-McKague, Zoning Research Technician, with a review of the following information. It was noted that this hearing was continued from August 5, 1986 to permit the applicant more time to further discuss this matter with staff and possibly submit a revised site plan for the project. The applicant's representative had stated at that time that events had occurred since the original submission of the application that they felt needed to be clarified with staff prior to a final hearing on the matter. The hearing was continued to September 2, 1986. Ms. McKague stated the property is surrounded by commercial uses and a small creek; meets the zoning code and intent and goals of the Comprehensive Plan; and it is the desire of the applicant to place gasoline pumps in the B-1 zone at a recently constructed store. She advised it was a concern of staff as to the traffic impacts this proposal may have on the area as well as possible impacts to the stream, and any hazards due to tanker trucks entering and exiting the site. The ERC reviewed the proposal and set forth mitigating conditions such as a C-curbing to prevent left-hand turns north on Union Avenue with right-in and right-out at the eastern-most curb. They also felt in the future there may be more C-curbing required. Continuing, she stated the conditions imposed by the ERC have not been appealed; staff comments were reviewed requiring sewer plans to be submitted to the Engineering Department; the gasoline tanks must be double-lined and secondary containment be used for the lines as required by the Fire Department; and the Police Department is requiring the building be protected against burglary due to the addition of the pumps on the site. A review was given of the criteria considered when considering a conditional use and it was pointed out that the proposal meets the goals and policies of the Comprehensive Plan; is compatible and does not intrude into the surrounding commercial or residential areas. Mrs. McKague advised the traffic circulation issues had been reviewed and it was felt by staff that there may be a problem when the gasoline tankers arrive and depart the site. She stated with C-curbing and watching and evaluating the intersection, the accident potential at the intersection should be minimized. Also of concern to staff was the possible pollution to Honey Creek to the northeast of the property. Based on the above, staff recommended approval of the request subject to the mitigating measures required by the ERC and other conditions set out in the report to the Examiner. PLAID PANTRY CU-015-86 September 12, 1986 Page 2 The Hearing Examiner called for testimony from the applicant or their representative. Responding was RICHARD WAGNER. Architect, 1750 - 112th N.E., Suite D-154 Bellevue, Washington, 98004. Mr. Wagner advised originally it had been hoped the south driveway could be a joint driveway but that did not become a reality. The C-curb on Union Avenue is built to the recommendation of the Public Works Department; access on N.E. Sunset will have a C-curb installed off that driveway. He stated right now the left-hand turn pocket in the westerly driveway extends beyond that driveway and he would prefer to shorten that pocket to allow an area to be available for turning into the site. Mr. Wagner referred to some of the other comments made by staff, with specific comments as to a community need for his proposal. He stated the store was needed first and the gas pump was only thought of for the site after the applicant conducted a marketing study suggesting there was a need for this additional service. Mr. Wagner referenced the storm water retention system stating the system runs the length of the Plaid Pantry store and continues over to an adjacent site and, is a totally underground system complete with oil and silt separators and a restricted out-flow. In conclusion, Mr. Wagner stated on behalf of the applicant their agreement with the conditions. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:30 A.M. FINDINGS, CONCLUSIONS & DECISION: Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1.The applicant, Plaid Pantry, filed a request for approval of a Conditional Use Permit to allow the installation of gasoline pumps at an existing convenience food store. 2.The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit #1. 3.The Environmental Review Committee (ERC), the City's responsible official, issued a declaration of non-significance (DNS) for the subject proposal. The ERC imposed conditions upon access to the subject site. Both the easternmost driveway along Sunset Blvd and the driveway along Union Avenue would be limited to right-in/right-out only. The westernmost Sunset driveway would be subject to periodic review and access through it could be modified by the City as safety dictates. 4.The subject proposal was reviewed by all departments with an interest in the matter. 5.There was no opposition from the public regarding the subject proposal. 6.The subject site is located on the southwest corner of the intersection of N.E. Sunset Boulevard and Union Avenue N.E. 7.The subject site was annexed into the City by the adoption of Ordinance 2093 enacted in May, 1964. The site was automatically zoned G-7200 which was changed to R-1 (Single family residential; Minimum lot size - 7,200 sq ft) by the restructuring of the Zoning Code's residential districts and categories in June, 1982. The site was rezoned from R-1 to B-1 Business/Commercial), its current category, by the adoption of Ordinance 3806, enacted in April, 1984. 8.The applicant operates a Plaid Pantry store which is located more or less on the southeast quadrant of the subject site. Located more or less centrally on the site is a small real estate office. 9.The land uses located in the general vicinity of the intersection are predominantly commercial, although the commercial zoning and development generally does not extend deeper than the frontage along both sides of Sunset Blvd. Residential uses are located both north and south, beyond the Sunset commercial corridor. 10. Gasoline service stations are also located north of the subject site and east of the subject site. The Building Division noted that 3 separate service stations in the area surrounding the subject site ceased business in the last three years. 11. While the hearing was continued for approximately one month to permit the ERC to re-evaluate the access conditions, ultimately the ERC affirmed its original determination and imposed the conditions noted above. PLAID PANTRY CU-015-86 September 12, 1986 Page 3 12. Gasoline service stations are not permitted outright in a B-1 zone. They may be permitted by a conditional use permit, and the applicant has requested approval of a conditional use permit to allow the subject proposal to be established in this B-1 district. 13. Honey Creek is located within 150 feet of the subject site. Staff has therefore recommended that the fuel tanks and fuel lines (subsystem) be double lined, and that a containment system be constructed to prevent leakage into the stream system. Monitors to detect leaks were also recommended. 14. A separate detention/retention system to trap leaks from tanker truck spills and leaks from automobile filling operations will also be required. 15. This office will rely to some extent on recent accounts of off-site contamination from gasoline and fuel operations and the consequences of spills on both ground water quality and surface water features including streams and lakes. Similarly, recent reports indicate that leaks appear to occur with the same frequency even in newer systems and not just the older underground tank systems. CONCLUSIONS 1.The applicant for a Conditional Use Permit must demonstrate that the use is in the public interest, will not impair the health, safety or welfare of the general public and is in compliance with the criteria found in Section 4-748(C) which provides in part that: a.The proposal generally conforms with the Comprehensive Plan; b.There is a general community need for the proposed use at the proposed location; c.There will be no undue impacts on adjacent property; d.The proposed use is compatible in scale with the adjacent residential uses, if any; e.Parking, unless otherwise permitted, will not occur in the required yards; f.Traffic and pedestrian circulation will be safe and adequate for the proposed project; g.Noise, light and glare will not cause an adverse affect on neighboring property; h.Landscaping shall be sufficient to buffer the use from right-of-ways and neighboring property where appropriate; and i.Adequate public services are available to serve the proposal. The requested conditional use appears justified and should be approved subject to certain conditions set forth below. 2.Before entering into the following analysis, it should be emphasized that a conditional use permit is discretionary. This means that a proposed use cannot be established as of right in any location. Gasoline service stations are such a use. The City Council has determined that gasoline service stations, due to the nature of the product sold, is hazardous both from its fire potential and its toxicity, may be located in B-1 zones but only if certain criteria are satisfied. Those criteria are generally listed above. The subject site is a gasoline service station. The fact that only pump islands will be constructed does not detract from that status. It is a gasoline service which will be established - gasoline will be sold from the site. A conditional use permit is, therefore, required and reasonable conditions may be attached, particularly those which are location specific, such as proximity to a major creek. 3.The site is zoned for commercial purposes and a similar status is accorded the site by the Comprehensive Plan. The gasoline service station proposed is a special case commercial use and is compatible with the Comprehensive Plan and zoning. 4.While the applicant indicated market studies demonstrate a need for the proposed gasoline pumps in this area, similar services offered in the area have failed in the recent past. This criteria, if satisfied at all, is not clearly demonstrated. Without clear justification, if is difficult to approve an additional service station, with its inherent risks of leakage, so close to Honey Creek. PLAID PANTRY CU-015-86 September 12, 1986 Page 4 5.Therefore, in order to assure the integrity of Honey Creek the applicant will be required to install state of the art storage tanks and subsystems which shall, at a minimum, include double wall tanks, an impermeable barrier between the tanks and the surrounding soils, similar equipping of pipes and lines from the tank to the pumps also shall be required, and monitoring equipment to detect leaks shall be required. State of the art equipment shall be defined as the most modern and technologically advanced system known for such purposes and shall be of the type of equipment which is installed where the strictest of leak prevention and detection is required. 6.Further, and again due to both the uncertainly about community need and the proximity of Honey Creek, the following conditions should be imposed: if gasoline sales cease or discontinue operation for more than one year, the underground apparatus including tanks, lines and other components of the subsystem should be entirely removed at the then property owner's expense, or in the alternative the City shall be by covenant, permitted to enter the site and remove the equipment. All costs associated with removal including interest, if applicable, as well as subsidiary or indirect costs shall operate as a lien against the property and the City shall be held harmless. In addition, other consequences of removal including any adverse but reasonably anticipated costs of removal including such as the closure of, or interference with current on- site enterprises shall be solely the responsibility of the property owner. The equipment should be removed while knowledge of its location and contents are still relatively fresh in peoples' minds. There is no reason to allow future generations to have to either discover or worry about the contents of old, buried tanks. When the tanks are no longer needed they should be immediately removed. 7.The conditions imposed as a result of the site's proximity to Honey Creek should limit any undue impacts on the Creek system. The limits placed by the ERC upon access to and from the site should help to avoid any adverse impacts upon traffic along Sunset, and particularly at the Sunset/Union intersection. Untouched by these conditions is the impact of the growing shopping center complex upon the adjacent and nearby single family homes. Therefore, to help blend the site with adjoining residential areas and to help filter out the potential fumes emanating from the operation, and to filter out the noise from the operation - cars stopping, doors slamming, cars idling and restarting - landscaping should be placed along the perimeter of the site. 8.This office cannot find any way to isolate the supposedly narrow focus of gasoline pumps at one corner of the subject site from the entire site. The gasoline pumps cannot operate in a vacuum and therefore, to screen the pumps, the site must be screened. With the benefits of treating the site as a small shopping complex - shared driveways, parking and access - must come some shared burdens. If a gasoline island is to be established to help attract patronage to this complex, than landscaping to screen and filter its detrimental aspects, or at least less aesthetic components will also be required, particularly along the west and south property lines. The landscaping will be required to be approved by the City's landscape architect, and shall be of such a nature as to minimize the off-site affects of the entire complex. 9.The addition of gasoline pumps to the existing complex will not be out of scale with surrounding residential development, although the use itself is not entirely compatible with residential development as was indicated in the above conclusions. 10. If the site is adequate for the proposal, it is barely so. Staff has indicated that servicing the gasoline pumps, that is, the off-loading of gasoline from tanker trucks, will impair the operation of the site or at least be impaired by the small size of the site. The tanks are located near the eastern driveway but filling the tanks will interfere with access to the required parking stalls or access to the site from one of the driveways or to the store. In other words, the limited nature of the site constrains the location of the tanks, and periodically some aspect of the complex will be interfered with by the filling operation. 11. The conditions outlined above dealing with landscaping are intended to minimize the adverse affects of the site on neighboring property. The existing landscaping should be sufficient to buffer the site from the adjacent right-of-ways. 12. Public services, namely water and sewer, appear adequate to serve the subject site. The applicant, in addition to the containment system necessary to guard against underground leakage, will also be required to install and constantly maintain a storm water and simple surface water retention/detention system. This system will be one which completely separates water, whether from rain storms or hose cleaning the site, from oil and gasoline products leaked, dripped or spilled on the site. 13. In conclusion, the subject proposal appears to meet the criteria for a conditional use permit, but only barely, and then only if all the conditions imposed above are complied with in full. Plans demonstrating compliance with the conditions will have to be submitted to this office not later than 30 days from the date of this Decision. PLAID PANTRY CU-015-86 September 12, 1986 Page 5 DECISION The Conditional Use Permit is approved subject to the following conditions: 1.Submission of plans showing the detailed equipment to be installed at the site and demonstrating that it complies with the conditions listed. Such demonstration may be a submission of technical or professional papers dealing with gasoline storage technology, road cross- sections drawings and landscape plans. These plans shall be submitted not later than 30 days after the date of this report. 2.The installation of state of the art storage tanks and subsystems which shall at a minimum include double wall tanks, and an impermeable barrier between the tanks and the surrounding soils. Similar equipping and isolation from the surrounding soils of the pipes and lines running between the tanks and the pumps shall also be required. 3.A complete monitoring system which indicates any leak shall be required. In addition, an inventory system should be established which would indicate any discrepancy between fuels delivered and fuels sold shall be required to double check any unaccounted for loss from the storage tanks. 4.For purposes of this decision "State of the art equipment" shall mean and be defined as: the most modern and technologically advanced system known for gasoline containment purposes, and shall be of the type of equipment which is installed where the strictest of leak prevention and detection is required. 5.The execution of Restrictive Covenants assuring the removal of the entire underground system if the operation should cease or discontinue operation for more than one year. The covenants should require that the then property owner has the legal responsibility to remove the system, but failure to do so shall entitle the City to accomplish that purpose by entering onto the property and removing such equipment in any reasonable manner necessary. 6.The covenants shall grant the City all costs associated with removal including interest, if applicable, as well as subsidiary or indirect costs, and shall operate as a lien against the property, and the City shall be held harmless. In addition, other consequences or costs of removal including any adverse but reasonably anticipated costs of removal such as closure of, or interference with current on-site enterprises, shall be solely the responsibility of the property owner. 7.Access to and from the site shall be subject to a continuing analysis and shall be solely within the discretion of the City. Included within this analysis would be any conditions limiting the manner of access and the number of access points. Such conditions shall not affect other continuing obligations under prior zoning agreements or ordinances. ORDERED THIS 12th day of September, 1986. t-N -d( . A FRED J. KA AN HEARING EXAMINER TRANSMITTED THIS 12th day of September, 1986 to the parties of record: Richard Wagner, Architect 1750 - 112th N.E., #D154 Bellevue, Wa. 98004 TRANSMITTED THIS 12th day of September, 1986 to the following: Mayor Barbara Y. Shinpoch Councilman Richard M. Stredicke Richard Houghton, Public Works Director Larry M. Springer, Policy Development Director Members, Renton Planning Commission Ronald Nelson, Building & Zoning Director Glen Gordon, Fire Marshal Roger Blaylock, Zoning Administrator Lawrence J. Warren, City Attorney Renton Record-Chronicle PLAID PANTRY CU-015-86 September 12, 1986 Page 6 Pursuant to Title IV, Section 3015 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 P.M., September 26, 1986. Any aggrieved person feeling that the decision of the Examiner is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set forth the specific errors relied upon by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Section 3016, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of $75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. G\ S ' ysry FT W.hpCfllC7 sr. LA-. 1141SH, NNN I id O EXIST. 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' 1 -.- 'i. .-'', 1' •' a .......:.::::...:::,„ ..0. ., ted."a .000.000. : c,;.n ••‘.441% ,,.. .,a 0• "4.00.9:';(1'••!:-.' ,',- c,c1,1-,,c,...,..1,.A.,,, .fir -------- 4*.Z..71 d•••re:,N t,.3,„;.`;;:ti•it:'‘ i,•4301,•,oe. •...,"N,„„. 0,0.,,.,.,..P;)..••tijii'i,..),; -rt,:.....; 4' e : '''' ti ---'---;•--._:,.. fe' '''' S.4' '''''-,,,F--..''''4. Nij..:14t SM.,:.‘-1,..-:^';''_.c)•%.Ja.'.."•Aatinl". 61. 4441?..?_'','' .!''...(1..7.‘:,,,.. 1"fi.:•%.. . l "CD ) c_)(C RIM Plaid pantrY food stores CITY OF RENTON August 20, 1986 AUG 25 1936 City of Renton BUILDING l O NlNG DEPT. Zoning Department Municipal Building Renton, WA 98055 ATTN: Jeanette Samek McKauge Jeanette, I enjoyed meeting you and talking with you August 13, 1986. I have enclosed my card and ask that if you have any problems or questions please do not hesitate to call me. Th" k You, MiCh Piacentini District Manager CORPORATE OFFICES. 2540 N.E. RIVERSIDE WAY PORTLAND, OR 97211 -503-288-9216 plaid J food stores CITY OF RENTON D C c:' ! [1V1 flAugust20, 1986 1 1 fl l;U G 2 5 1986 jL City of Renton BLIIL D!NG ! ZONING DEPT. Zoning Department Municipal Building Renton, WA 98055 ATTN: Jeanette Samek McKauge Jeanette, I enjoyed meeting you and talking with you August 13, 1986. I have enclosed my card and ask that if you have any problems or questions please do not hesitate to call me. Th ` k You, Rich Piacentini District Manager LAID PANTRIES INC. 601 VALLEY ST. #309 SEA T TLE, WA 98109 206) 282-2734 CORPORATE OFFICES • 2540 N.E. RIVERSIDE WAY PORTLAND, OR 97211 -503-288-9216 3066Z CITY OF RENTON HEARING EXAMINER PUBLIC HEARING SEPTEMBER 2, 1986 AGENDA COMMENCING AT 9:00 A.M.: COUNCIL CHAMBERS, SECOND FLOOR, RENTON MUNICIPAL BUILDING The applications listed are in order of application number only and not necessarily the order it which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. CONTINUED ITEM PLAID PANTRY Application for conditional use permit to allow gas pumps in a B-1, Business Use, zone as part of a Plaid Pantry store, file CU-015-86; property located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. NEW IT1=MS AUSTIN COMPANY Application for a special permit to allow approximately 130,000 cubic yards of fill material from the P-1 Drainage Channel on a 14.63 acre site, file SP-078-86; property located between Lind Avenue S.W. and East Valley Road and north of S.W. 19th Street. MELVIN MAINE C/O PRINT CRAFT SALES CORP. Application for rezone from R-2 to B-1 (file R-067-86) and application for site approval to construct a print shop of one story approximately 5,350 square foot building on a site having 16,480 square feet (file SA--068-86). Located at the southeast corner of North Second Street and Meadow A venue North. 2536Z CITY OF RENTON HEARING EXAMINER PUBLIC HEARING AUGUST 5. 1986 AGENDA COMMENCING AT 9:00 A.M.: COUNCIL CHAMBERS. SECOND FLOOR, RENTON MUNICIPAL BUILDING The applications listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PLAID PANTRY bpplication for conditional use permit to allow gas pumps in a B-1. Eusiness Use, zone as part of a Plaid Pantry store, file CU-015-86; property located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. FIRST CITY EQUITIES Application for site plan approval to allow the construction of a two story building having 93,170 square feet for office, manufacturing and warehouse uses, file SA-057-86; and variance application to allow a cul-de-sac road li ngth over 500 feet, file V-058-86. Property located on the east side of Nachos Avenue S.W. at the 500 block. 3016Z BUILDING AND ZONING DEPARTMENT PRELIMINARY REPORT TO THE HEARING EXAMINER PUBLIC HEARING AUGUST 5, 1986 APPLIChNT: PLAID PANTRY FILE NUMBER: CU-015-86 A. SUMMARY & PURPOSE OF REQUEST: The applicant seeks approval of a conditional use permit to allow gas pumps in a B-1 zone for a recently constructed Plaid Pantry store. B. GENERAL INFORMATION: Ownereof Record:James Dalpay Applicant: Plaid Pantry 3. Location: Vicinity Map Attached) Located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. 1. Existing Zoning:B-1, Business Use Existing Zoning in the Area: G-1, General Use; R-1, Residential- Single Family; R-3, Residential- Multi-Family Comprehensive Land Use Plan: Commercial 7. Size of Property: 0.758 acre 3. Access:N.E. Sunset Blvd. 3. Land Use: Plaid Pantry Store 1). Neighborhood Characteristics: North: Commercial Uses East: Commercial Uses South: Commercial Uses West: Undeveloped Land C. HISTORY/BACKGROUND: Action File Ordinance Date Annexation 2093 May 25, 1964 Rezone (G-7200 to R-1) 3634 June 13, 1982 Rezone (R-1 to B-1) R-033-83 3806 April 23, 1984 D. PUBLIC SERVICES: 1 . Utilities: a. Water: A 12-inch water main extends along Sunset Blvd. N.E. and along Union Avenue N.E. adjacent to the subject property. b. Sewer: An 8-inch sanitary sewer line extends along Union Avenue adjacent to the subject property. Fire Protection: Provided by the City of Renton as per ordinance requirements. Transit: N/A PRELIMINARY REPORT TO T HEARING EXAMINER PLAID PANTRY, FILE CU-015-86 AUGUST 5, 1986 PAGE 2 4. Schools: a. Elementary Schools: N/A b. Middle Schools: N/A c. High Schools: N/A 5. Recreation: N/A E. APPLICABLE SECTIONS OF THE ZONING CODE: 1. Section 4-711, Business Use (B-1). 2. Section 4-748, Conditional Use Permit. F. LPPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN OR OTHER OFFICIAL CITY i DOCUMENT: 1. Commercial Goal, Objectives A & B; Policies Element, City of Renton, Comprehensive Plan Compendium, March 1986, p. 16-17. 2, Northeast Renton Plan, City of Renton, Comprehensive Plan Compendium, March 1986, p. 55-60. G. DEPARTMENT ANALYSIS: 1 The applicant, the Plaid Pantry, is requesting approval of a conditional use permit to allow gas pumps in a Business Use Zone B-1) , as part of an existing Plaid Pantry store. 2 The subject proposal complies with both the Comprehensive Plan designation of Commercial and the zoning designation of B-1, Business Use. Under Section 4-711(B)(3) of the Zoning Code requirements for the Business Use zone, the applicant is required to go through a conditional use permit, while the specific code section refers to "gasoline service stations" which generally refer to a building or site selling vehicular fuels and have as an accessory use the sale and installation of items such as batteries, lubricants and tires. The City at this time is requiring the projects involving the sale of vehicular fuels to obtain conditional use permits in order to minimize impacts in the surrounding area due to traffic patterns and the hazards of flammable liquids (through explosions or spills) . 3 . The Environmental Review Committee issued a determination of non-significance on April 2, 1986, together with imposing conditions to mitigate certain impacts under their authority granted in Section 4-2822(D) of the Renton Municipal Code. These conditions are as follows: a. That northbound left turns from Union Avenue N.E. be precluded by the installation of a C-curb per Public Works Department approval. b. That the eastern-most curb cut on N.E. Sunset Blvd. be adequately marked to show that it is a right-turn-in/right- turn-out access only. c. That the western-most access onto Sunset Blvd. N.E. can remain as a full access point; however, if problems do arise that access may be limited by a C-curb under Public Works Department authority. The applicant asked the Environmental Review Committee, in two letters dated May 5, 1986, to reconsider the above conditions. The Environmental Review Committee on or about May 14, 1986 reviewed the reconsideration request but concluded that the conditions were appropriate to ensure a safe situation, minimizing the potential for accidents at the intersection. PRELIMINARY REPORT TO T `TEARING EXAMINER PLAID PANTRY, FILE CU-015-86 AUGUST 5, 1986 PAGE 3 The applicant then in a letter dated May 21, 1986 asked the Environmental Review Committee to review a new site plan showing a revised location of the existing driveway onto Union Avenue N.E. on the adjacent property to the south. The Environmental Review Committee did not review the revised plan due to a determination by the Building and Zoning Department that the subject proposal was not in compliance with covenants attached to the property as a result of a past rezone action (see file R-033-83) . The applicant did not appeal the determination. In summary, the conditions imposed by the Environmental Review Committee stand and the Hearing Examiner is requested to make these conditions of the conditional use permit. 4, Various City departments have commented on the proposal. The Policy Development Department, the Parks Department and the Design Engineering Division approved the subject proposal. The other reviewing departments/divisions commented as follows: Utility Engineering: Utility Engineering approved the proposal with the condition that the applicant provide water and sewer plans. These plans will be required as part of a building permit for the installation of tanks and pumps. Fire Prevention: Fire Prevention approved the proposal subject to the tanks being double lined and the use of secondary containment for lines. The City is currently preparing an ordinance establishing this requirement in the Renton Municipal Code. Traffic Engineering: Traffic Engineering did not approve the proposal due to safety concerns along Union Avenue N.E. with respect to left turns from Union and onto Union. Building Division: The Building Division did not approve the application since three service stations in the area of the subject property went out of business within the past few years. Police Department: The Police Department did not comment. They are waiting for further information on the hours of operation and security measures to be taken by the store to prevent robberies. 5. The subject proposal generally complies with the eleven conditional use criteria listed in Section 4-748. The following highlights some of the more pertinent criteria: Comprehensive Plan: The subject site is shown as commercial on the Northeast Renton Area Plan and the proposed use is in keeping with uses allowed under this designation. The proposed use conforms with Policies 1-4 listed under the Commercial Development Objective Northeast Renton, Comprehensive Plan Compendium, March 1986, p. 57) . The gasoline pump tank project associated with the Plaid Pantry store is designed to be part of a small shopping complex. Plans have been submitted showing an addition of approximately 4,689 square feet in the future, eliminating the existing real estate office. Thus, the use will be part of a complex rather than a project contributing to strip commercial along N.E. Sunset Blvd. Compatibility: The proposal appears to be compatible with surrounding uses in terms of scale and bulk of existing uses in the area. The project meets the development standards of the Business zone. In addition, any adverse impacts resulting from traffic movements or the storage/pumping of vehicular fuels will be reduced through conditions imposed on the applicant by the ERC and those recommended in this report. PRELIMINARY REPORT TO T...:, dEARING EXAMINER PLAID PANTRY, FILE CU-015-86 AUGUST 5, 1986 PAGE 4 Circulation/Parking: The applicant appears to comply with all parking and loading requirements specified in Chapter 22 of Title IV. The applicant appears to have provided the minimum 20' clearance for a fire lane between the parking stalls in front of the store and the canopy over the pumps. Only when tankers are on-site will possible conflicts arise. The applicant, however, has attempted to minimize these conflicts by locating the tanks in the southeast corner of the site. This together with the requirement of the ERC should minimize possible circulation conflicts. 6. One issue needing attention is the close proximity of the location of the pumps and tank areas to Honey Creek located within 150 feet of the subject property. Honey Creek is located within the May Creek Basin. There is some concern about possible leakage from the tanks and spills as a result of accidents with tanker trucks and contamination of Honey Creek and in turn May Creek would threaten wildlife and fish habitats. Measures have been taken to minimize accidents by requiring the tanks to be lined and the use of secondary containment for the lines. This system will include monitors to detect leakage. In addition, the required C-curbing will reduce the chances of accidents involving tanker trucks. The potential exists for leakage or tanker truck accidents already with the service station located directly north of the site along N.E. Sunset Blvd. The required and recommended conditions will minimize any increase in the potential for leakage or accidents in the area. H. DEPARTMENTAL RECOMMENDATION Based on the above analysis, it is recommended that the conditional use permit, file CU-015-86, be approved subject to: The traffic mitigating measures required by the Environmental Review Committee. The applicant work with the Police Department on security measures to prevent or reduce the potential for time of building permit application. 3. The applicant double line the tanks and install the secondary containment system for the lines with the approval of the Fire Prevention Department. This information is to be submitted at the time of building permit submittal. I I r• 4 ,• •y4,•1a 4 • •, .e. .l a • a T t. f.'44!s— -•-- 1 r ,1 , Vv 0 ;e ,1 4.'', 1. I f -I •j . 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I •l.fa.a.ua a.i..'ru MOM 1 KtV1t.W1NU IJtIJAKIMLN [/DIVISION ; ( thfeV J12' f PROVED El .'fOVED WITH CONDITIONS ONOT APPROVED DATE; 3( 3/ RC, SIGNATU E4uiDICTORIOR Ai' ORIZED REPRESENTATIVE REVISION 5/1982 Form 182 REVIEWING DEPARTMENT/DIVISION : PC (• Ei APPROVED 1:1APPROVED WITH CONDITIONS fNOT APPROVED i7 cD L7 /ti C'Z- 2 O S G/iv t n t Z c ate, Jl.I a i cc- 7 DATE: C - 2 S- SIGNATURE OF / I ' CTOR OR AUTHOR ZED REPRESENTATIVE REVISION 5/1982 Form 182 REVIEWING DEPARTMENT/DIVISION : APPROVED APPROVED WITH CONDITIONS ONOT APPROVED c e//,f4, /o B E 3C, SE coo wnW rry.a 0 i.a.c. fry,AceA, A/Ai6-s. DATE: / 25/5' 079 /9 -6 SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVIEWING DEPARTMENT/DIVISION :/[ c]APPROVED ID 'ROVED WITH CONDITIONS I NOT APPROVED Z/z67eC DATE: SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 REVIEWING DEPARTMENT/DIVISION : A/,L/Ty •LNG//1/.E.Fde El APPROVED APPROVED WITH CONDITIONS NOT APPROVED i 3 -WATER s - / a,// 7J' LATE VMS AGREEMENT •SEWER NO SYc: r1 DE'.71.gr2 . ._ V9r Tr ri t/ S 7,y5e(?: yY O 426/ ASSF:: 1V1? WATER FLicl _ e . - :¢/ AF SEWER PLAN 4, ' l O.;LOVED FIRE NYWUL .uCATIONS IY FIRE VeS FIRE FLO ANAL 1J IMINIMI 71)11 DATE: 02/ /0 /go SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 REVIEWING DEPARTMENT/DIVISION ; c, El APPROVED VIAPPROVED WITH CONDITIONS 2] NOT APPROVED I c417 O›,) c F ?IA LA,4- 2 f..)a t b 11 : /L' c 86-6t_ b3. 3 t(-S M- ?UO T Pep v-c-.e-E) rie os. . 7746, /Aix, c.c c1,1 6. 7E) y C. cyUa un. ( 7`-v f Lc:art- 0 DATE: 2 - z-7 SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVIEW NG DEPARTMENT/DIVI )N : KS OK i \`tdj APPRO\ ED H APPROVED WITH CONDITIONS I NOT APPROVED A) 'kg1 A a lDATE,: U( SIGNATURE itIF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 DATE:April 22, TO: Fred J. Kaufman FROM: Environmental Review Committee SUBJECT: PLAID PANTRY, FILE NO. CU-015-86/ECF-012-86 LOCATED AT 4047 N.E. SUNSET BLVD. The Environmental Review Committee has analyzed the additional site plan information submitted by Mr. Richard L. Wagner on March 21. 1986 for the Plaid Pantry conditional use permit request to locate gasoline pumps. The Environmental Review Committee finds the following: 1 The applicant by adding gasoline pumps to the existing mini-market creates the potential for increasing congestion and traffic movements both on-site and off-site. 2 Specific traffic congestion could exist by allowing left turns from northbound Union Avenue N.E. into the subject site. 3 The eastern-most curb cut along N.E. Sunset Blvd. is presently blocked by a C-curb and prevents left turns thus reducing the impact to both on-site and off-site congestion at that point. 4. The western-most access onto N.E. Sunset Blvd. allows left turns which is appropriate based upon the removal from the primary point of traffic congestion at N.E. Sunset Blvd. and Union Avenue N.E. Theref-re. the Environmental Review Committee under their substantive authority Section 4-2822(D)] recommends to the decision maker, the Hearing Examiner, that the conditional use request is subject to the following conditions: 1. That northbound left turns from Union Avenue N.E. be precluded by the installation of a C-curb per Public Works Department approval. 2. That the eastern-most curb cut on N.E. Sunset Blvd. be adequately marked to show that it is a right-turn-in/ right-turn-out access only. 3. That the western-most access onto Sunset Blvd. N.E. can remain as a full access point; however, if problems do arise that access may be limited by a C-curb under Public Works Department authority. Under Section 4-2822(D), the decision maker must accept these conditions as binding upon his ultimate decision unless he identifies in writing a substantial error in fact or conclusion by the Environmental Review Committee. The decision maker then has the option of asking the ERC for reconsideration for revising the conditions. The applicant also has the ability to request reconsideration of these conditions from the ERC or appeal these ' onditions directly to the Hearing Examiner under authority granted in Section 4-2823:A)(1)(a) within fourteen days of the date that the DNS is final. Therefore, the appeal date would be Monday, May 5, 1986, at 5 p.m. Appeals must be submitted in the form prescribed by both the Environmental Ordinance of the City of Renton and the Hearing Examiner Ordinance, Section 4-301 1(B). RJB:ss 1092N cc: Mr. Richard Wagner Baylis. Brand. Wagner Architects 1 750 112th Avenue N.E.. Suite D-154 Bellevue. Washington 98004 1097N CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ENVIRONMENTAL CHECKLIST NO.: ECF-012-86 APPLICATION NO(s).: CU-015-86 DESCR PTION OF PROPOSAL: Application for conditional use permit to allow gas pumps in a B-1 zone at the new Plaid Pantry. PROPONENT: Plaid Pantry LOCATION OF PROPOSAL: Located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. LEAD l,GENCY: City of Renton, Building and Zoning Department. The 1evd agency fpr this proposal 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 a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Adiitional conditions were imposed as mitigating measures by the Environmental Re4iew Committee under their authority of Section 4-2822(D) Renton Municipal Code. Respomible Official: Environmental Review Committee City of Renton 200 Mill Avenue South, Renton, WA 98055 Phone: 235-2550 APPEA_: You may appeal this determination in writing to Renton Hearing Examiner no later than May 5, 1986. You should be prepared to make specific factual objections. Contact City of Renton, Buildin q and Zoning Department to read or ask about the procedures for SEPA appeals. DATE (:IF DECISION: April 2. 1986 PUBLICATION DATE: April 21, 1986 2 I t L... onaid G. Nelson Or ' . Spri Mir Buildinii and Zoning Director Policy Develo.l'gjent D't tor Richard C. ughton Public Works Director OF I t0y Qu ° BUILDING & ZONING DEPARTMENT RONALD G. NELSON - DIRECTOR Z rn O MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 • 235-2540 90 0' 0, 9gTED ;3EPSE O P BARBARA ''. SHINPOCH MAYOR May 16, 1986 Mr. Richard L. Wagner Bayliss, Brand, Wagner Architects 1750 11:'th Avenue N.E., Suite D-154 Bellevue, Washington 98004 RE: PLAID PANTRY/FILE CU-015-86/ECF-012-86 Dear Mr. Wagner: The Environmental Review Committee considered your letter of May 5, 1986 along with a letter from Mr. James W. Dalpay also dated May 5, 1986 requesting reconsideration of their decision requiring that a C-curb be placed along the center line of Union Avenue N.E. jus; south of the intersection of N.E. Sunset Blvd. and Union Avenue N.E. Their conclusion was that the C-curb was necessary in that any retail consumer wishing to exit the subject site and proceed east would functionally have to cross five lanes of traffic. The Public Works Department restated their position that this was an unacceptable situation from a safety standpoint. Therefore, the Environmental Review Committee has determired that your request for reconsideration is inappropriate and not in the general welfare of the citizens of the City of Renton. This decision concerning the request to reconsider the previous environmental decision is appealable to the Hearing Examiner of the City of Renton under Section 4-2822(D) and in the form prescribed under the Hearing Examiner Ordinance, Section 4-3011(B) no later than 5 p.m. on Friday, May 30, 1986. For the E nvironmental Review Committee, Roger J. Blaylock Zoning Administrator RJB:ss 1129N cc: Frei J. Kaufman, Hearing Examiner OF R z BUILDING & ZONING DEPARTMENT RONALD G. NELSON - DIRECTOR mail 9 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 • 235-2540 09gtr. SE PI BARBARA Y. SHINPOCH MAYOR MEMORANDUM RECEIVED DA1 E: MAY 6, 1986 MAY - 6 1986 TO: FRED J. KAUFMAN, HEARING EXAMINER CIHY OGRENEON FROM: ROGER J. BLAYLOCK, ZONING ADMINIST RAT OF SUBJECT: PLAID PANTRY/CU-01S-86/ERC RECONSIDERATION Mr. Richard Wagner, architect for the applicant, and the property owner, Mr. James Dalpay have requested that the Environmental Review Committee reconsider the conditions that they have placed on the proposal. The ERC will consider the arguements on Wednesday, May 14, 1986. Therefore, the public hearing that is scheduled for Tuesday, May 13, 1986 will not be able to proceed. Notices of the new public hearing date will have to be readvertised and posted. Presently, the earliest possible public hearing date is Tuesday, June 3, 1986: however, it seems more likely that it will have to be scheduled for June 10, 1986.. 2393Z Or R44 BUILDING & ZONING DEPARTMENT RONALD G. NELSON - DIRECTOR O ammo Nam' MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 • 235-2540 9 co 094,E-0 SEPS0, BARBARA Y. SHINPOCH MAYOR May 2. 1986 Richard L. Wagner Baylis Brand Wagner Architects 1750 112th Avenue N.E., Suite D-154 Bellevue, Washington 98004 Re: Application for conditional use permit to allow gas pumps in a B-1, Business Use, Zone as part of a Plaid Pantry store, file CU-015-86: located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. Dear Mr. Wagner: The City of Renton Building and Zoning Department formally accepted the above mentiored application on February 19, 1986. A public hearing before the City of Renton Land Use Hearing Examiner has been scheduled for May 13, 1986. The public hearing commences at 9:00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the hearing. If you have any que::tions, please call the Building and Zoning Department at 235-2550. Sincerely,'.-<' rr ' ( Roger J. Blaylock Zoning Administrator RJB:JMM:ss 2385Z.1 cc: Plaid Pantry OEM R4,4 1 ' " .44, 0 BUILDING & ZONING DEPARTMENT RONALD G. NELSON - DIRECTOR 0 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 • 235-2540 09gr 0 SEPTE BARBARA Y. SHINPOCH MAYOR May 2, 1986 Plaid Pantry 2540 N,E. Riverside Way Portland, Oregon 97211 Re: Application for conditional use permit to allow gas pumps in a B-1, Business Use, None as part of a Plaid Pantry store, file CU-015-86; located at the southwest i orner of Union Avenue N.E. and N.E. Sunset Blvd. Dear Sir or Madam: The City of Renton Building and Zoning Department formally accepted the above mentioned application on February 19, 1986. A public hearing before the City of Renton Land Use Hearing Examiner has been scheduled for May 13, 1986. The public hearing commences at 9:00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the hearing. If you have any questions, please call the Building and Zoning Department at 235-2550. Sincerely. Roger J" Blaylock Zoning Administrator RJB:JNIM:ss 2385Z.2 cc: Richard Wagner OF RE Z BUILDING & ZONING DEPARTMENT RONALD G. NELSON — DIRECTOR Z o, 0 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 • 235-2540 90 co. 09gr D SEPZE P BARBARA Y. SHINPOCH MA"OR MEMORANDUM RECEIVED APR 2 2 1986 DATE:April 22, 1986 CITY OF RENTON TO: Fred J. Kaufman HEARING EXAMINER F ROM Environmental Review Committee SUBJECT: PLAID PANTRY, FILE NO. CU-015-86/ECF-012-86 LOCATED AT 4047 N.E. SUNSET BLVD. The Environmental Review Committee has analyzed the additional site plan information submitted by Mr. Richard L. Wagner on March 21, 1986 for the Plaid Pantry conditional use permit request to locate gasoline pumps. The Environmental Review Committee finds the fol owing: 1. The applicant by adding gasoline pumps to the existing mini-market creates the potential for increasing congestion and traffic movements both on-site and off-site. 2. Specific traffic congestion could exist by allowing left turns from northbound Union Avenue N.E. into the subject site. 3 The eastern-most curb cut along N.E. Sunset Blvd. is presently blocked by a C-curb and prevents left turns thus reducing the impact to both on-site and off-site congestion at that point. 4, The western-most access onto N.E. Sunset Blvd. allows left turns which is appropriate based upon the removal from the primary point of traffic congestion at N.E. Sunset Blvd. and Union Avenue N.E. Therefore, the Environmental Review Committee under their substantive authority Section 4-2822(D)] recommends to the decision maker, the Hearing Examiner, that the conditional use request is subject to the following conditions: 1. That northbound left turns from Union Avenue N.E. be precluded by the installation of a C-curb per Public Works Department approval. 2. T hat the eastern-most curb cut on N.E. Sunset Blvd. be adequately marked to show that it is a right-turn-in/ right-turn-out access only. 4 Fred J. Kaufman April 22, 1986 Page 2 T hat the western-most access onto Sunset Blvd. N.E. can remain as a full access point; however, if problems do arise that access may be limited by a C-curb under Public Works Department authority. Under Section 4-2822(D), the decision maker must accept these conditions as binding upon his ultimate decision unless he identifies in writing a substantial error in fact or conclusion by the Environmental Review Committee. The decision maker then has the option of asking the ERC for reconsideration for revising the conditions. The applicant also has the ability to request reconsideration of these conditions from the ERC or appeal these conditions directly to the Hearing Examiner under authority granted in Section 4-282:1(A)(1)(a) within fourteen days of the date that the DNS is final. Therefore, the appeal date would be Monday, May 5, 1986, at 5 p.m. Appeals must be submitted in the form prescribed by both the Environmental Ordinance of the City of Renton and the Hearing Examiner Ordinance, Section 4-3011(B). RJB:ss 1092N cc: Mr. Richard Wagner Baylis, Brand, Wagner Architects 1750 112th Avenue N.E., Suite D-154 Bellevue, Washington 98004 OF RED BUILDING & ZONING DEPARTMENT RONALD G. NELSON - DIRECTOR Z o 9 mom 0 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 • 235-2540 09 SEP1EMOP BARBARA Y. SHINPOCH MAYOR July 28, 1986 Richard L. Wagner Baylis Brand Wagner Architects 1750 1L2th Avenue N.E. , Suite D-154 Bellevue, Washington 98004 Re: Application for conditional use permit to allow gas pumps in a B-1, Business Use, zone as part of a Plaid Pantry store, file CU-015-86; property located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. Dear Mr. Wagner: The City of Renton Building and Zoning Department formally accepted the above mentioned application on February 19, 1986 . A public hearing before the CityofRentonLandUseHearingExaminerhasbeenscheduledforAugust5, 1986. The public hearing commences at 9:00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to youbeforethehearing. If you have any questions, please call the Building and Zoning Department at 235-2550. Sincerely, C--- &- r}Qce..q • ..t" Roger J. Blaylock Zoning Administrator RJB:JNN:ss 3007Z.2 cc: Janes Dalpay OF R4, ti BUILDING & ZONING DEPARTMENT RONALD G. NELSON - DIRECTOR z o) 0 MUNICIPAL BUILDING 200 MILL AVE. SO, RENTON, WASH. 98055 • 235-2540 0gT, 0 BARBARA Y. SHINPOCH MAYOR July 28, 1986 James Dalpay P. O. Box 2436 Renton, Washington 98056 Re: Application for conditional use permit to allow gas pumps in a B-1, Business Use, zone as part of a Plaid Pantry store, file CU-015-86; property located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. Dear Mr. Dalpay: The Cii.y of Renton Building and Zoning Department formally accepted the above mentioned application on February 19, 1986. A public hearing before the City of Renton Land Use Hearing Examiner has been scheduled for August 5, 1986. The pul,lic hearing commences at 9:00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the hearing. If you have any questions, please call the Building and Zoning Department at 235-2550. Sincerely, Roger J. Blay ock Zoning Administrator RJB:JMII:s s 3007Z. i cc: Richard L. Wagner RENT BUILDING & ZONING DEPA VENT DEVELOPMENT APPLICATION REVIEW SHEET CITY OF iHI \V1 ECF - ? - (,, MAY 08 1986 APPLICATION NO(S) : C 6 PROPONENT : T L P a c- ikSsnc._ PROJECT TITLE : Pc.g A i 2 y BRIEF DESCRIPTION OF PROJECT: LOCATION : 4O 17 it) LJ11SET .6,0ly.tfra472,40 TO : El PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 1::] ENGINEERING DIVISION Nt,TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : UTILITIES ENG , DIVISION El FIRE PREVENTION BUREAU n PARKS & RECREATION DEPARTMENT n BUILDING & ZONING DEPARTMENT POLICE DEPARTMENT ri POLICY DEVELOPMENT DEPARTMENT ri OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 :00 P .M. ON REVIEWING DEPARTMENT/DIVISION ;r FF/G E CEg146 n APPROVED n APPROVED WITH CONDITIONS E NOT APPRO D 1G1st d //a 3 ,,. C' CL - t=:S uL hc/ yDA) e4fi-reb----i 1e1-415.3 2,,3-c).1,5 T a Flo g...) 3 : s" s gam 4/ 7' z -', 41/ We kel ,' / i 5 ASS C 4 CP.-A- a.-Q. G / C ti 5 /' /e-t) I l al 4, e.v0. 51.-z ale ace: l _; E.,f e Lz DATE : SIGNATURE OF DIRECTOR OR AUTHORIZED REPRE ENTATIVE j '/'6> REVISION 5/1962 Form 182 RENT BUILDING & ZONING DEPA MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 012 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT: CU-015-86 PROPONENT : PLAID PANTRY PROJECT TITLE : PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION : LOCATED AT 4047 N.E. SUNSET BOULEVARD. TO : PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 3/5/86 ENGINEERING DIVISION TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : n UTILITIES ENG . DIVISION T4FIRE PREVENTION BUREAU PARKS & RECREATION DEPARTMENT 0 BUILDING & ZONING DEPARTMENT POLICE DEPARTMENT 111 POLICY DEVELOPMENT DEPARTMENT 111 OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 : 00 P .M . ON FEBRUARY 27, 1986 REVIEWING DEPARTMENT/DIVISION : n APPROVED EAPPROVED WITH CONDITIONS 0 NOT APPROVED ser/f/'S .eEs U/PF,p /Q .B E `G4 d. NE/ LU/7%-,/ SEcpo wn /7y e 0 A' i02-, G2,7 .v i r ,C/.vEs. 1/ „4 --DATE : / 15/4. 2C7 /96G SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 RENT( BUILDING & ZONING DEPA MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 012 - 86 CITY OF RENTON APPLICATION NO(S) : CONDITIONAL USE PERMIT: CU-015-86 09 J 1o8G PROPONENT : PLAID PANTRY rPOU,4r " ! P ncp PROJECT TITLE : PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION : LOCATED AT 4047 N.E. SUNSET BOULEVARD. TO : PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 3/5/86 0 ENGINEERING DIVISION n TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : JTILITIES ENG , DIVISION F-1 FIRE PREVENTION BUREAU Ell PARKS & RECREATION DEPARTMENT n BUILDING & ZONING DEPARTMENT POLICE DEPARTMENT 54POLICY DEVELOPMENT DEPARTMENT OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 : 00 P .M, ON FEBRUARY 27, 1986 REVIEWING DEPARTMENT/DIVISION : RftieVA6.V4-.6)°,11&-AIT- D:],A151P-k-OVED APPROVED WITH CONDITIONS ONOT APPROVED 5.14/1444-1;°-/ M.IaDATE: 313Is( SIGNATU E OF DIRECTOR' OR ORIZED REPRESENTATIVE REVISION 5/1982 Form 182 RENT( BUILDING & ZONING DEPA MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 012 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT: CU-015-86 PROPONENT : PLAID PANTRY PROJECT TITLE : PLAID PANTRY BRIEF DESCRIPTION OF PROJECT : APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A 3-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION : LOCATED AT 4047 N.E. SUNSET BOULEVARD. TO : n PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 3/5/86 RIENGINEERING DIVISION In TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : n JTILITIES ENG , DIVISION n FIRE 'REVENTION BUREAU n PARKS & RECREATION DEPARTMENT n BUILDING & ZONING DEPARTMENT n POLICE DEPARTMENT n POLIC' DEVELOPMENT DEPARTMENT n OTHER3 : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 : 00 P .M . ON FEBRUARY 27, 1986 REVIEWING ])EPARTMENT/DIVISION : e-------7 C-----ce---t-c----1 FlAPPROvED n APPROVED WITH CONDITIONS Ell NOT APPROVED CA-9- 7 21/467CC DATE : SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 A RENT BUILDING & ZONING DEPA MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 012 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT: CU-015-86 PROPONENT : PLAID PANTRY PROJECT TITLE : PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION : LOCATED AT 4047 N. E. SUNSET BOULEVARD. TO : n P• UBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 3/5/86 ENGINEERING DIVISION I ( TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : l ! UTILITIES ENG , DIVISION l ( F• IRE PREVENTION BUREAU EIPARKS & RECREATION DEPARTMENT n BUILDING & ZONING DEPARTMENT n P• OLICE DEPARTMENT 11POLICY DEVELOPMENT DEPARTMENT OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 : 00 P . M , ON FEBRUARY 27, 1986 REVIEW NG DEPARTMENT/DIVISION : g1<S V G l/ \Mi V ill APPROVED l ( APPROVED WITH CONDITIONS NOT APPROVED O I.a r 1r v,k61 G DATE : o' o SIGNATURE F DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Fnrm 1 R2 RENT BUILDING & ZONING DEPA MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 012 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT: CU-015-86 PROPONENT : PLAID PANTRY PROJECT TITLE : PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION : LOCATED AT 4047 N. E. SUNSET BOULEVARD. TO : n PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 3/5/86 ENGINEERING DIVISION l ( TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : ri UTILITIES ENG , DIVISION n FIRE PREVENTION BUREAU 1 PARKS & RECREATION DEPARTMENT 0 BUILDING & ZONING DEPARTMENT n POLICE DEPARTMENT n POLICY DEVELOPMENT DEPARTMENT I ( OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 ; 00 P , 1, ON FEBRUARY 27, 1986 REVIEWING DEPARTMENT/DIVISION ; n APPROVED n APPROVED WITH CONDITIONS El NOT APPROVED j ,5`,427-i 6,c).t tl- 0,11 k A4 P; /-.ve lC..c- 2E ,S.f C/ 1LI-N__ FdLbac-t -f-.a/J 24iia no S a Ac g- \:! Ali r e-- , -, C DATE : 25----/' ; SIGNATURE OF II ' CTOR OR AUTHOR ZED REPRESENTATIVE REVISION 5/1982 Foam 182 RENT( BUILDING & ZONING DEPA MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 012 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT: CU-015-86 PROPONENT : PLAID PANTRY PROJECT TITLE : PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION : LOCATED AT 4047 N.E. SUNSET BOULEVARD. TO : I ( P• UBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 3/5/86 I ] ENGINEERING DIVISION l ( TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : 15ZfUTILITIES ENG , DIVISION n F• IRE PREVENTION BUREAU I ( PARKS & RECREATION DEPARTMENT BUILDING & ZONING DEPARTMENT n P• OLICE DEPARTMENT POLICY DEVELOPMENT DEPARTMENT l ( OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 : 00 P . M . ON FEBRUARY 27, 1986 REVIEWING DEPARTMENT/DIVISION : T/,L/TyN i .F.FiP I IAPPRO ED APPROVED WITH CONDITIONS I ( NOT APPROVED 1511ftcrofATER s yV-3/S-'((f;t +-ei 02,/"9. ?f(//46, AWE AGREEMENT SEWER IY,p Sr-"4 or.'-ic= . ._ WATd 5 y475 yv308: vs/ Acezz AS::r. y '<:aT" A/O L F r ASSZZ: A1O i. . :=.J WATER FL:: AF,Lz; iD SEWER PLAN PUtlivosel,fipAF,COVED FIRE MUG ,uC ATION$I R'1 FihE .mom i. FIRE FLC'.7 ANAL Pg A DATE : c2/ /0 /K SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 RENT BUILDING & ZONING DEPA MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 012 - 86 APPLICATION NO(S) : CONDITIONAL USE PERMIT: CU-015-86 PROPONENT : PLAID PANTRY PROJECT TITLE : PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION : LOCATED AT 4047 N.E. SUNSET BOULEVARD. TO : n PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 3/5/86 ENGINEERING DIVISION El TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : n UTILITIES ENG , DIVISION n FIRE PREVENTION BUREAU n PARKS & RECREATION DEPARTMENT n BUILDING & ZONING DEPARTMENT n POLICE DEPARTMENT n POLICY DEVELOPMENT DEPARTMENT n OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 : 00 P , l , ON FEBRUARY 27, 1986 REVIEWING DEPARTMENT/DIVISION : J/46(.. n APPROVED APPROVED WITH CONDIITIONS iz NOT APPROVED i CM-) O F JA.vw P ‘E?) c(Ei) Lc,ll t pcD, ilk !L',,t w?8&s oc ?mut w U c.cS M ivo r e ti ''yo,v D 1'-4 il1/wr H+ cc vve reu c a-(315) T'`/ ui j l z cal-can-- ' 4 ` x_<. CA G` 1)/6/4 -- DATE : ` Z 7 e SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 1 Form 182 OF RA, o %s .- - 4 Z BUILDING & ZONING DEPARTMENT RONALD G. NELSON - DIRECTOR IIIMINP NAL a MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 A 235-2540 co- 0 c. D SEPSE OP BARBARA 1'. SHINPOCH MAYOR June 12, 1986 Mr. Richard L. Wagner Baylis, Brand, Wagner Architects 1750 112th Avenue N.E., Suite D-154 Bellevue, Washington 98004 SUBJECT: RECONSIDERATION REQUEST/PLAID PANTRY/FILE CU-015-86 Dear Mr. Wagner: The Environmental Review Committee initially looked at the request to allow access on the adjacent parcel to the south. The Committee decided that it was not within their review discretion since the property is coveted by previous rezone action. Therefore, the Building and Zoning Department was requested to evaluate and make a determination as to the utilization of the property for access for the gasoline pumps and the convenience store. Based upon the recorded covenants, the Building and Zoning Department finds that the proposal is not in compliance with those covenants and cannot be reviewed by the Environmental Review Committee. This administrative decision is appealable directly to the Hearing Examiner within 14 days of the decision, which shall be considered Tuesday. June 10, 1986. Therefore, the appeal must be submitted no later than Tuesday, June 24, 1986 at 5 p.m. Appeals are submitted in a form prescribed by the Hearing Examiner Ordinance, Section 4-3011(B). Sincerely, Roger J. Blaylock Zoning Administrator RJB:ss 2471Z cc: Mr. James W. Dalpay P. O. Box 2436 Renton, Washington 98055 Plaid Pantry 540 N.E. Riverside Way ortland, Oregon 97211 BAYLIS BRAND WAGNLK May 21, 1986 c.,41re ;uai41"r,. RCHITFCTS p L 17)LS I ' I U 1J Environmental Review Committee MAY 22 1986 City of Renton 200 Mill Avenue BUILDING/ZONING DEPT. Renton, WA 98055 Re: Plaid Pantry Sunset and Union CU-015-86/ECF-012-86 Dear Committee Member: Please find enclosed eight (8) copies of a proposed site plan dated May 8, 1986, for the referenced site showing a revised location of the existing driveway to Union Avenue as well as revisions to the on-site parking. We request this plan be substituted for that previously submitted for the CUP, that the ERC reconsider its previous conditional approval, and recommend approval of this plan to the Hearing Examiner. If you have any questions or need any further information, please call. Regards, glync ? Richard L. WagnAr RLW/lmp Enclosures Associates CC: Monte Struck Jim Dalpay Thomas Frye,Jr.,A.I.A. 1750 112th Ave.N.E. Suite D 154 Bellevue,WA 98004 206)454-0566 OF R4,A BUILDING & ZONING DEPARTMENT RONALD G. NELSON - DIRECTOR O et MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 • 235-2540 90 co- 0 P SEPSEMO BARBARA `I. SHINPOCH MA(OR May 16, 1986 Mr. Richard L. Wagner Bayliss, Brand, Wagner Architects 1750 112th Avenue N.E., Suite D-154 Bellevue, Washington 98004 RE: PLAID PANTRY/FILE CU-015-86/ECF-012-86 Dear Mr. Wagner: The Environmental Review Committee considered your letter of May 5, 1986 along with a letter f:-om Mr. James W. Dalpay also dated May 5, 1986 requesting reconsideration of their decision requiring that a C-curb be placed along the center line of Union Avenue N.E. just south of the intersection of N.E. Sunset Blvd. and Union Avenue N.E. Their conclusion was that the C-curb was necessary in that any retail consumer wishing to exit the subject site and proceed east would functionally have to cross five lanes of traffic. The Public Works Department restated their position that this was an unacceptable situation from a safety standpoint. Therefore, the Environmental Review Committee has determi-ied that your request for reconsideration is inappropriate and not in the general welfare of the citizens of the City of Renton. This decision concerning the request to reconsider the previous environmental decision is appealable to the Hearing Examiner of the City of Renton under Section 4-2822(D) and in the form prescribed under the Hearing Examiner Ordinance, Section 4-3011(B) no later than 5 p.m. on Friday, May 30, 1986. For the Environmental Review Committee, Roger J. Blaylock Zoning Administrator RJB:ss 1129N cc: Fred J. Kaufman, Hearing Examiner 2381Z CITY OF RENTON HEARING EXAMINER PUBLIC HEARING MAY 13, 1986 AGENDA COMMENCING AT 9:00 A.M.: COUNCIL CHAMBERS, SECOND FLOOR, RENTON MUNICIPAL BUILDING The applications listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. P'_AID PANTRY Application for conditional use permit to allow gas pumps in a B-1, Business Use, zone as part of a Plaid Pantry store, file CU-015-86; located a: the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. BARTEL AND ASSOCIATES Application to rezone 1.44 acres of property from R-3, Residential-Multiple Family, to B-1, Business Use, for office use, file R-019-86; property located at northeast corner of N.E. Sunset Blvd. and A nacortes Avenue N.E. FIRST CITY DEVELOPMENT CORP. Application for special permit for grade and fill to place 425,000 cubic yards of fill to serve as a base for future office building structures and a public access street, file SP-024-86; property located south of BNRR right-of-way, west of Earlington Woods and north of Valley 405 Business Park. OF Rif BUILDING & ZONING DEPARTMENT RONALD G. NELSON - DIRECTORZ1A. o 9 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 • 235-2540 A OAgT D SEa1-" OAP BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: MAY 6, 1986 TO: FRED J. KAUFMAN, HEARING EXAMINER FROM: ROGER J. BLAYLOCK, ZONING ADMINISTRATOF.` N SUBJECT: PLAID PANTRY/CU-015-86/ERC RECONSIDERATION Mr. Richard Wagner, architect for the applicant, and the property owner, Mr. James Dalpay have requested that the Environmental Review Committee reconsider the conditions that they have placed on the proposal. The ERC will consider the arguements on Wednesday, May 14, 1986. Therefore, the public hearing that is scheduled for Tuesday, May 13, 1986 will not be able to proceed. Notices of the new public hearing date will have to be readvertised and posted. Presently, the earliest possible public hearing date is Tuesday, June 3, 1986; however, it seems more likely that it will have to be scheduled for June 10, 1986.. 2393Z 11, BAYLIS BRAND. May 5, 1986 City of Renton CITY OF REl'vtliONUAGNERBuilding & Zoning Department K c t i i c T s 200 Mill Avenue South 1[( IT DRenton, Washington 98055 5 1986MAY0 ATTN: Environmental Review Committee RE: Plaid Pantry, File # CU-015-86/ECF-012-86 BUILDING/ZONING DEPT. Located at 4047 N.E. Sunset Boulevard Dear Committee Members: As authorized agents of Plaid Pantry, applicants for the referenced Conditional Use Permit, we request in the applicants behalf that you reconsider your decision. This appeal is based on the specific factual objections as follows: 1. Specific traffic congestions would not exist as a result of this application by allowing left turns from northbound Union Avenue N.E. onto the subject site. The particular signal controlling this movement is activated only when all other signals at this intersection have stopped all other movement. Access to the site from northbound Union traffic, if not allowed here, actually would occur by forcing traffic through the major intersection, west on Sunset and then into a more precarious left hand turn onto the site well beyond the driver's destination. 2. Although the western most access onto N.E. Sunset Boulevard allows left turns, it forces the driver to stop in the main line without the protection of a turn pocket and await clearance of one left-hand turn and two oncoming traffic lanes. This condition in the applicants opinion is more hazardous than the potential creation of congestion at the intersection itself. it is the applicant's intent to discuss these issues with the Public Works Department immediately and be prepared to jointly with Public Works, enter new recommendations for the Examiner's Associates Consi ration. Thomas Frye,Jr.,A.I.A. Tha ou 1. R' hard L. Wag Jr BAYLIS BRAND WT.NER ARCHITECTS RLW:dd cc: Gary Norris, Renton Dept. of Public Works Monte Struck, Plaid Pantry Jim Dalpay, Owner 1750 112th Ave. N.E. Suite D 154 Bellevue,WA 98004 206)454-0566 LAND HOMES COMMERCIAL INGTMENT NOTARY DALPAY & ASSOCIATES 4033 N.E. SUNSET BLVD. P.O. BOX 2436, RENTON, WA. 98055 BA 6-6363 CITY OF RENTO:V p ( rI q May 5, 1996 MAY 51986 B'J LL!NG/ZONING DEPT. Environmental Review Committee City of Renton 200 Mill Ave, South Renton, Washington 98055 I opoose your recommendation for the reouirement of a C-curve being installed on Union Avenue N.E. to prevent any northbound traffic entering my business from said street. Forty (40%) oersent of our clients enter this property going north on Union Avenue, This C-curve could curtail their entry into our property for business purposes and would create a serious hardship from a loss of business. Ver ours, James W. pay OF R4,4/ 4 ° BUILDING & ZONING DEPARTMENT r RONALD G. NELSON - DIRECTOR o0 ' "' ; '` MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 • 235-2540 0, 9gr D SEPjE O P BARBARA Y. SHINPOCH MAYOR May 2, 1986 Plaid Pantry 2540 N.E. Riverside Way Portlan i, Oregon 97211 Re: Application for conditional use permit to allow gas pumps in a B-1, Business Use, zone as part of a Plaid Pantry store, file CU-015-86; located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. Dear Sir or Madam: The City of Renton Building and Zoning Department formally accepted the above mentioned application on February 19, 1986. A public hearing before the City of Renton Land Use Hearing Examiner has been scheduled for May 13, 1986. The public hearing commences at 9:00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the hearing. If you have any quEstions, please call the Building and Zoning Department at 235-2550. Sincerely, L Roger .l. Blaylock Zoning Administrator RJB:JMM:ss 2385Z.2 cc: Richard Wagner Of R4,1 ii44-9 ° BUILDING & ZONING DEPARTMENT RONALD G. NELSON - DIRECTOR MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 0 235-2540 09gT Q SEP1°° BARBARA Y. SHINPOCH MAYOR May 2, 1986 Richard L. Wagner Baylis Brand Wagner Architects 1750 112th Avenue N.E., Suite D-154 Bellev_le, Washington 98004 Re: Application for conditional use permit to allow gas pumps in a B-I, Business Use, zone as part of a Plaid Pantry store, file CU-015-86; located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. Dear Mr. Wagner: The City of Renton Building and Zoning Department formally accepted the above mentioned application on February 19, 1986. A public hearing before the City of Renton Land Jse Hearing Examiner has been scheduled for May 13, 1986. The public hearing comm3nces at 9:00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the hearing. If you have any qt.estions, please call the Building and Zoning Department at 235-2550. Sincerely, Roger J. Blaylock Zoning Administrator RJB:JMM:ss 2385Z_.1 cc: Plaid Pantry 2380Z NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER RENTON, WASHINGTON A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL, RENTON, WASHINGTON ON MAY 13, 1986, AT 9:00 A.M. TO CONSIDER THE FOLLOWING PETITIONS: PLAID PANTRY pplication for conditional use permit to allow gas pumps in a B-1, Eusiness Use, zone as part of a Plaid Pantry store, file CU-015-86; located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. EARTEL AND ASSOCIATES Application to rezone 1.44 acres of property from R-3, Residential-Multiple Family, to B--1, Business Use, for office use, file R-019-86; property located at northeast corner of N.E. Sunset Blvd. and Anacortes Avenue N.E. FIRST CITY DEVELOPMENT CORP. Application for special permit for grade and fill to place 425,000 cubic yards of fill to serve as a base for future office building structures and a public access street, file SP-024-86; property located south of BNRR right-of-way, west of Earlington Woods and north of Valley 405 Business Park. Legal descriptions of the files noted above are on file in the Renton Building and Zoning Department. ALL INTERESTED PERSONS TO SAID PETITIONS ARE INVITED TO BE PRESENT AT THE PUBLIC HEARING ON MAY 13, 1986, AT 9:00 A.M. TO EXPRESS THEIR OPINIONS. PUBLISHED : May 2, 1986 Ronald G. Nelson Building and Zoning Director CERTIFICATION I, JEANETTE SAMEK-MC KAGUE, HEREBY CERTIFY THAT THREE COPIES OF THE ABOVE DOCUMENTS WERE POSTED BY ME IN THREE CONSPICUOUS PLACES ON THE PROPERTY DESCRIBED ABOVE AS PRESCRIBED BY LAW. ATTES--: Subscribed and sworn to before me, a Notary Public, in and for the State of Washington residinc; in A.)-ro on the c, l e-i day of M A 1986. C C__49oeLL, SIGNED• L J 1 1 OF 1? 0, 9A 011'6'0 SE City of Renton Land Use Hearing Examiner will hold a PUBLIC HEARING in CITY COUNCIL CHAMBERS , CITY HALL ON MAY 13, 1986 BEGINNING AT 9:00 A.M. P.M. CONCERNING: PLAID PANTRY APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1, BUSINESS USE, ZONE AS PART OF A PLAID PANTRY STORE, FILE CU-015-86 GENERAL LOCATION AND/OR ADDRESS: THE SOUTHWEST CORNER OF UNION AVENUE N,E, AND N.E. SUNSET BOULEVARD FOR FURTHER INFORMATION CALL THE CITY OF RENTON BUILDING & ZONING DEPARTMENT 235-2550 1097N CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ENVIRONMENTAL CHECKLIST NO.: ECF-012-86 APPLICATION NO(s).: CU-015-86 DESCRIPTION OF PROPOSAL: Application for conditional use permit to allow gas pumps in a B-i zone at the new Plaid Pantry. PROPONENT: Plaid Pantry LOCATION OF PROPOSAL: Located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. LEAD AGENCY: City of Renton, Building and Zoning Department. The lead agency for this proposal 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 a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Additional conditions were imposed as mitigating measures by the Environmental Review Committee under their authority of Section 4-2822(D) Renton Municipal Code. Responsible Official: Environmental Review Committee City of Renton 200 Mill Avenue South, Renton, WA 98055 Phone: 235-2550 APPEAL: You may appeal this determination in writing to Renton Hearing Examiner no later than May 5, 1986. You should be prepared to make specific factual objections. Contact City of Renton, Building and Zoning Department to read or ask about the procedures for SEPA appeals. DATE OF DECISION: April 2, 1986 PUBLICATION DATE: April 21. 1986 4 II Ai . onald G. Nelson L' ' . Spri Stir Building and Zoning Director Policy Develo.u''ent D't tor 1e? Richard C. efbughton Public Works Director DATE:April 22, 1986 TO: Fred J. Kaufman FROM: Environmental Review Committee SUBJECT: PLAID PANTRY, FILE NO. CU-015-86/ECF-012-86 LOCATED AT 4047 N.E. SUNSET BLVD. The Environmental Review Committee has analyzed the additional site plan information submitted by Mr. Richard L. Wagner on March 21, 1986 for the Plaid Pantry conditional use permit request to locate gasoline pumps. The Environmental Review Committee finds the fol owing: 1. The applicant by adding gasoline pumps to the existing mini-market creates the potential for increasing congestion and traffic movements both on-site and off-site. 2. Specific traffic congestion could exist by allowing left turns from northbound Union Avenue N.E. into the subject site. The eastern-most curb cut along N.E. Sunset Blvd. is presently blocked by a C-curb and prevents left turns thus reducing the impact to both on-site and off-site congestion at that point. 4. The western-most access onto N.E. Sunset Blvd. allows left turns which is appropriate based upon the removal from the primary point of traffic congestion at N.E. Sunset Blvd. and Union Avenue N.E. Therefore, the Environmental Review Committee under their substantive authority Section 4-2822(D)] recommends to the decision maker, the Hearing Examiner, that the conditional use request is subject to the following conditions: 1. That northbound left turns from Union Avenue N.E. be precluded by the installation of a C-curb per Public Works Department approval. 2. That the eastern-most curb cut on N.E. Sunset Blvd. be adequately marked to show that it is a right-turn-in/ right-turn-out access only. Fred J. Kaufman April 22, 1986 Page 2 3. That the western-most access onto Sunset Blvd. N.E. can remain as a full access point: however, if problems do arise that access may be limited by a C-curb under Public Works Department authority. Under Section 4-2822(D), the decision maker must accept these conditions as binding upon his ultimate decision unless he identifies in writing a substantial error in fact or conclusion by the Environmental Review Committee. The decision maker then has the option of asking the ERC for reconsideration for revising the conditions. The applicant also has the ability to request reconsideration of these conditions from the ERC or appeal these conditions directly to the Hearing Examiner under authority granted in Section 4-2823(A)(1)(a) within fourteen days of the date that the DNS is final. Therefore, the appeal date would be Monday, May 5, 1986, at 5 p.m. Appeals must be submitted in the form prescribed by both the Environmental Ordinance of the City of Renton and the Hearing Examiner Ordinance, Section 4-3011(B). RJB:ss 1092N cc: Mr. Richard Wagner Baylis, Brand, Wagner Architects 1750 112th Avenue N.E.. Suite D-154 Bellevue, Washington 98004 1096N NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a declaration of non-significance for the fcllowing projects with additional conditions imposed as mitigating measures under their autt-ority of Section 4-2822(D) of the Renton Municipal Code: PLAID PANTRY (ECF-012-86) Application for conditional use permit to allow gas pumps in a B-1 zone at the, new Plaid Pantry (file CU-015-86): located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. Further nformation regarding this action is available in the Building and Zoning DepartmEnt, Municipal Building, Renton, Washington, 235-2550. Any appeal of ERC action mist be filed with the Renton Hearing Examiner by May 5. 1986. Published April 21, 1986 FORM 115 ? NOTICE ENVIRONMENTAL DECLARATION APPLICATION NO. ECF-1)12-SR PI AID PANTRY PROPOSED ACTION APPLICATION FOR CONDITIONAL USE PERPMIT TO ALLOT GAS PUMPS IN A B-1 ZONE AT THE NEW PLAID PANTRY (FILE CU-015-86) GENERAL LOCATION AND OR ADDRESS THE SOUTHWEST CORNER OF UNION AVENUE N .E. AND N . E . SUNSET BLVD . POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE C E.R.C. ) HAS DETERMINED THAT THE PROPOSED ACTION EJDOES CJDOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL WILL NOT BE REQUIRED. THE CITY OF RENTON WILL NOT ACT ON THIS PROPOSAL FOR 15 DAYS FROM THE DATE BELOW. COMMENTS MUST BE RECEIVED BY MAY 5, 198E AN APPEAL OF THE ABOVE DETERMINATION MAY BE FILED WITH THE RENTON HEARING EXAMINER BY 5:00 P.M.,MAY 5 , NM FOR FURTHER INFORMATION CONTACT THE CITY OF RENTON BUILDING & ZONING DEPARTMENT 235-2550 DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION 1082N NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a declaration of non-significance for the following project: CITY OF RENTON BUILDING AND ZONING DEPARTMENT (ECF-022-86) Application for revision of the Parking and Loading Ordinance (Section 4-22) included (1) format, (2) intent, (3) tandem parking, (4) gross floor area, (5) joint use driveways, (6) review of off-street parking, (7) bonds/letters of credit, (8) loading space/versus use of public right-of-way, (9) percentage of compact parking spaces, (10) dimensional requirements, (11) maximum number of parking spaces, (12) guest parking, (13) drive-up windows, (14) post office parking. (15) airport parking, (16) delayed installation, (17) outside retail sales area, and (18) daycare facilities. The Environmental Review Committee (ERC) has issued a declaration of non-significance for the following projects with additional conditions imposed as mitigating measures under their authority of Section 4-2822(D) of the Renton Municipal Code: PLAID PANTRY (ECF-012-86) Application for conditional use permit to allow gas pumps in a B-1 zone at the new Plaid Pantry (file CU-015-86); located at the southwest corner of Union Avenue N.E. and N.E. Sunset Blvd. Further information regarding this action is available in the Building and Zoning Department, Municipal Building, Renton, Washington, 235-2550. Any appeal of ERC action must be filed with the Renton Hearing Examiner by April 14, 1986. Published: April 7, 1986 FORM 115 NOTICE ENVIRONMENTAL DECLARATION APPLICATION NO. ECF-012-86 PROPOSED ACTION APPI TCATTON FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONF AT THE NFW PI A MTI PANTRY F R I F rlI-n1 -RF GENERAL LOCATION AND OR ADDRESS AT THE SOUTHWEST CORNER OF UNION AVENUE N . E. AND SUNSET BOULEVARD POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE I E.R.C.3 HAS DETERMINED THAT THE PROPOSED ACTION DOES DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL ZIWILL NOT BE REQUIRED. THE CITY OF RENTON WILL NOT ACT ON THIS PROPOSAL FOR 15 DAYS FROM THE DATE BELOW. COMMENTS MUST BE RECEIVED BY AN APPEAL OF THE ABOVE DETERMINATION MAY BE FILED WITH THE RENTON HEARING EXAMINER BY 5:00 P.M., APRIL 14, 198E FOR FURTHER INFORMATION CONTACT THE CITY OF RENTON BUILDING & ZONING DEPARTMENT 235-2550 DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION BAYLIS 11 BRAND March 19, 1986 ci7T WAGNER t3) 14 [f [ 'I.'/ g R C H I T E C T S 11 _ i City of Renton MAR 21RogerBlaylock 200 Mill Avenue South Renton, Washington aljli'' '? G/ i+;iN(.3 DEPT RE: Plaid Pantry, Sunset & Union Dear Roger: Please find enclosed a revised site plan dated 3-19-86 for your consideration in appoving the Conditional Use Permit previously requested. As you can see, we are reworking the site in a fashion that will allow the on-site traffic to easily circulate back to Sunset Boulevard, thus reducing the impacts onto Union Avenue. Because this solution results in on-site circulation similar to the existing, we are proposing no curb in the middle of Union Avenue. We trust this new site plan meets with your favorable consideration. Concurrent with this letter, we are sending the plan to the property owner and lessee for their consideration. Assuming approvals from all parties, we look forward to proceeding to the Conditional Use Hearing. Best gards, ichard L. Wa er RLW:dad Enclosure Associates cc: Gary Norris, City of Renton Traffic Department Thomas Frye,Jr.,A.I.A. 1750 112th Ave. N.E. Suite D 154 Bellevue,WA 98004 206)454-0566 BAYLIS BRAND d . March 19, 1986 WAGNER RCHITECTS City of Renton Roger Blaylock MAR 2 1 1986 200 Mill Avenue South Renton, Washington RE: Plaid Pantry, Sunset & Union Dear Roger: Please find enclosed a revised site plan dated 3-19-86 for your consideration in appoving the Conditional Use Permit previously requested. As you can see, we are reworking the site in a fashion that will allow the on-site traffic to easily circulate back to Sunset Boulevard, thus reducing the impacts onto Union Avenue. Because this solution results in on-site circulation similar to the existing, we are proposing no curb in the middle of Union Avenue. We trust this new site plan meets with your favorable consideration. Concurrent with this letter, we are sending the plan to the property owner and lessee for their consideration. Assuming approvals from all parties, we look forward to proceeding to the Conditional Use Hearing. Best gards, ichard L. Wa er RLW:dad Enclosure Associates cc: Gary Norris, City of Renton Traffic Department Thomas Frye,Jr., A.I.A. 3.1"-L44 1750 112th Ave.N.E. Suite D 154 Bellevue,WA 98004 206)454-0566 BAYLIS U[TUmoLJoL JL J/1 C IG2off+xa, BRAND TO: r JOB NO: .56- G26 oZ fivu/! "14t. FILE: WAGNER n ,Jc'_ 612 RE: liaj kot/' — ARCHITECTS DATE: n, mil/ q ATTENTION: Shop drawings 'ints Original We are sending you Copy of letter Enclosed Change of order COPIES DATED DESCRIPTION zN‘ Sit Pkiel These are transmitted as checked below— For approval I As requested Approved as noted Correct and resubmit iXor your use For review and comment Approved and submitted Forwarded without review Remarks: CITY OF 1 ENTO'l MAR 31986 LJ LLD.!NE!ITTNto Dr-pT 1750 112th Ave. N.E. Suite D 154 Bellevue, WA 98004 Copy To: Signed: 206) 454-0566 ENVIRONMENTAL CHECKLIST REVIEW NEET REVIEWING DEPARTMENT:P,Ac to S IZ I,CZ A7YLC I DATE CIRCULATED: FEBRUARY 19, 1986 COMMENTS DUE:FEBRUARY 27, 1986 ECF - 012 - 86 APPLICATION NO(s). CONDITIONAL USE PERMIT: CU-015-86 PROPONENT: PLAID PANTRY PROJECT TITLE: PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION: LOCATED AT 4047 N.E. SUNSET BOULEVARD. SITE AREA: 0.758 ACRE BUILDING AREA (gross): N/A IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: MO) njtrAkVainiN 3az putmips) doe-A) trytt-k- C I f rf-0-(tAiisi sliitiv‘ RECOMMENDATION: DNS MITIGATED DNS EIS REVIEWED BY: TITLE:'17( 1 P DATE: 1-IL4 FORM I#14 REVISED 9/10/85 ENVIRONMENTAL CHECKLIST REVIEW SHEET Frc De,t I u rflo.1 Dcren REVIEWING DEPARTMENT: DATE CIRCULATED: FEBRUARY 19, 1986 COMMENTS DUE:FEBRUARY 7",`t86 ECF - 012 - 86 APPLICATION NO(s). CONDITIONAL USE PERMIT: CU-015-86 PROPONENT: PLAID PANTRY FEB 9 fyc6l PROJECT TITLE: PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION: LOCATED AT 4047 N.E. SUNSET BOULEVARD. SITE AREA: 0.758 ACRE BUILDING AREA (gross): N/A IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services v 16) Utilities COMMENTS: ow/r S S,eocu 64' Z3E o SE c p G'GNTI/v rinE v/. RECOMMENDATION: DNS MITIGATED DNS EIS REVIEWED BY: i66--A'f TITLE: DATE: ,E.•g' /9 l FORM #14 REVISED 9/10/85 ENVIRONMENTAL CHECKLIST REVIE"' '''iEET REVIEWING DEPARTMENT: I )U R l_D I G DATE CIRCULATED: FEBRUARY 19, 1986 COMMENTS DUE:FEBRUARY 27, 1986 ECF - 012 _ 86 APPLICATION NO(s). CONDITIONAL USE PERMIT: CU-015-86 PROPONENT: PLAID PANTRY PROJECT TITLE: PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION: LOCATED AT 4047 N.E. SUNSET BOULEVARD. SITE AREA: 0.758 ACRE BUILDING AREA (gross): N/A IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services_ 16) Utilities COMMENTS: RECOMMENDATION: 11 DNS MITIGATED DNS EIS REVIEWED BY: A — TITLE: DATE: 27- 0 b FORM #14 REVISED 9/10/85 ENVIRONMENTAL CHECKLIST REVIEW c'1EET REVIEWING DEPARTMENT: Ek 6! IsJ FLOL)G DATE CIRCULATED: FEBRUARY 19, 1986 COMMENTS DUE:FEBRUARY 27, 1986 ECF - 012 - 86 APPLICATION NO(s). CONDITIONAL USE PERMIT: CU-015-86 PROPONENT: PLAID PANTRY PROJECT TITLE: PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION: LOCATED AT 4047 N.E. SUNSET BOULEVARD. SITE AREA: 0.758 ACRE BUILDING AREA (gross) : N/A IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water c 4) Plants 5) Animals 6) Energy and Natural Resources c 7) Environmental Health 8) Land and Shoreline Use 9) Housing t% 10) Aesthetics ci 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services_ 16) Utilities COMMENTS: RECOMMENDATION: DNS MITIGATED DNS EIS REVIEWED BY: ( G. .TITLE: DATE: 2i lv/ FORM #14 REVISED 9/10/85 ENVIRONMENTAL CHECKLIST REVIEW c9EET REVIEWING DEPARTMENT: R,ILI L 1 DvtL..optivrEKil DATE CIRCULATED: FEBRUARY 19, 1986 COMMENTS DUE:FEBRUARY 27, 1986 ECF - 012 - 86 CITY OF RENTON APPLICATION NO(s). CONDITIONAL USE PERMIT: CU-015-86 B 1 J 1986 PROPONENT: PLAID PANTRY 1F` F'CPO AFC: nee-- PROJECT TITLE: PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION: LOCATED AT 4047 N.E. SUNSET BOULEVARD. SITE AREA: 0.758 ACRE BUILDING AREA (gross): N/A IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services_ 16) Utilities COMMENTS: RECOMMENDATION: DNS MITIGATED DNS EIS REVIEWED BY: Zarr S ri ei— TITLE:i Jfd / /n97 ),re DATE: 3f3 S4, FORM #14 REVISED 9/10/85 ENVIRONMENTAL CHECKLIST REVIEW SHEET REVIEWING DEPARTMENT: DATE CIRCULATED: FEBRUARY 19, 1986 COMMENTS DUE:FEBRUARY 27, 1986 ECF - 012 - 86 APPLICATION NO(s). CONDITIONAL USE PERMIT: CU-015-86 PROPONENT: PLAID PANTRY PROJECT TITLE: PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION: LOCATED AT 4047 N.E. SUNSET BOULEVARD. SITE AREA: 0.758 ACRE BUILDING AREA (gross): N/A IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: RECOMMENDATION: DNS MITIGATED DNS EIS REVIEWED BY: TITLE:_ 1LZ/ 4/6/A, ,Fie DATE: 01 / /0 /e.69 FORM I#14 REVISED 9/10/85 ENVIRONMENTAL CHECKLIST REVIEW cHEET REVIEWING DEPARTMENT:T I\I F Fly, DATE CIRCULATED: FEBRUARY 19, 1986 COMMENTS DUE:FEBRUARY 27, 1986 ECF - 012 _ 86 APPLICATION NO(s). CONDITIONAL USE PERMIT: CU-015-86 PROPONENT: PLAID PANTRY PROJECT TITLE: PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION: LOCATED AT 4047 N.E. SUNSET BOULEVARD. SITE AREA: 0.758 ACRE BUILDING AREA (gross): N/A IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals V 6) Energy and Natural Resources L/ 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation V 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: T/'La lOki 0 u f iZc v e" TNT lziitxi.,,36n(L a 1 )Cc.,-, 6 S AlLe .tad 7- R igo u.c-151) ge-yuw D T1-14 t ni/ - 9t CL-C 6e 1 e. CJh. z.c c TU its_ oczoli or) 47/e I7f. RECOMMENDATION: rgi DNS MITIGATED DNS EIS REVIEWED BY: 171.. b‘tTITLE: DATE: 2 77 FORM #14 REVISED 9/10/85 TEROFFICE MEMO TO: /71 C DATE: ,-/f-6P6 FROM: dl-/ -7 SUBJECT: "Ied 0 4 zX 77 47-- , /-1,,,, a,2)„, ve,z,z,„,74-„ z ENVIRONMENTAL CHECKLIST REVIE'" r'1EET REVIEWING DEPARTMENT:JULIL E DATE CIRCULATED: FEBRUARY 19, 1986 COMMENTS DUE:FEBRUARY 27, 1986 ECF - 012 - 86 APPLICATION NO(s). CONDITIONAL USE PERMIT: CU-015-86 PROPONENT: PLAID PANTRY PROJECT TITLE: PLAID PANTRY BRIEF DESCRIPTION OF PROJECT: APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION: LOCATED AT 4047 N.E. SUNSET BOULEVARD. SITE AREA:_ 0.758 ACRE BUILDING AREA (gross): N/A IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS MINOR MAJOR MORE IMPACT IMPACT INFORMATION 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services_ 16) Utilities COMMENTS: RECOMMENDATION: DNS MITIGATED DNS EIS REVIEWED BY: TITLE: DATE: FORM ##14 REVISED 9/10/85 REN1 BUILDING & ZONING DEP4 WENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 012 - 86 APPLICATIOV NO(S) : CONDITIONAL USE PERMIT: CU-015-86 PROPONENT : PLAID PANTRY PROJECT TITLE : PLAID PANTRY BRIEF DESC3IPTION OF PROJECT : APPLICATION FOR CONDITIONAL USE PERMIT TO ALLOW GAS PUMPS IN A B-1 ZONED DISTRICT AS PART OF THE PLAID PANTRY STORE. LOCATION : LOCATED AT 4047 N. E. SUNSET BOULEVARD. TO : l IPUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 3/6/86 l iENGINEERING DIVISION l ( TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : n UTILITIES ENG , DIVISION l ( FIRE PREVENTION BUREAU n PARKS & RECREATION DEPARTMENT I ( BUILDING & ZONING DEPARTMENT POLICE DEPARTMENT I ( POLICY DEVELOPMENT DEPARTMENT l ( OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 : 00 P ,M , ON FEBRUARY 27, 1986 REVIEWING DEPARTMENT/DIVISION : n APPROVED n APPROVED WITH CONDITIONS I ( NOT APPROVED DATE : SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Foi_in 182 BAYLIS BRAND VAGNE: A R C H I T E C T S CITY G' . February 20, 1986 D1, !, 'il ,r 1 I ] FEB 2 4198B Renton Planning City Department 200 Mill Avenue South BUILDING/ZONING DEPT.Renton, Washington 98055 ATTN: Jerry F. Lind RE: Plaid Pantry, Sunset & Union Dear Jerry: Please find enclosed eight copies of additional information which was inadvertently deleted from the environmental checklist. We would ask that you add these to the copies that were submitted on February 19. Further, please find a larger scale site plan for use at the hearing and a reduced Super K provided at your request. Sinc ly, R chard L. gne RLW:dad Enclosures (3) Associates Thomas Frye,Jr.,A.I.A. 1750 112th Ave.N.E. Suite D 154 Bellevue,WA 98004 206)454-0566 T CITY OF F ENTON Plaid Pantry FEB 2 419,86Sunset & Union Conditional Use Permit February 7, 1986 r-J'!_DlNG/ZONMNG DEPT. Additional Information 2. Air Emissions During construction there will be construction equipment exhaust which will be of a minor and temporary nature. These impacts will be held to a minimum by properly maintaining the equipment and by shutting the equipment off when not in use. After construction, the gas pump nozzles will allow vapors to emit during the fueling operation. This impact is intermittant and will be mitigated by the use of automatic nozzle shut-offs and fuel tank/nozzle gaskets maintained to meet or exceed standards set by the EPA, PSAPC and the City of Renton. Vapor emission during fueling from the delivery trucks to the storage tanks will be controlled by a Stage I Vapor Recovery system conforming to current law. 3. Water The underground fuel storage tanks are Type III double lined steel , are pressure tested prior to installation and again on-site. The inner and outer surfaces will be electronically monitored at all times to warn the operator in the unlikely event of seepage and ground contamination. E,\.( c' or cTTY OF RENTOxT FILE NO(S): Cu-oiSEiD B __DING & ZONING DEPARTN____T F-Oa-8toc) R \):4') N4:5 MASTER APPLICATION NOTE TO APPLICANT: Since this is a comprehensive application form, only those items related to your specific type of applications) are to be completed. Please print or type. Attoch additional sheets if necessary.) APPLICANT I I TYPE OF APPLICATION NAME FEES Plaid Pantry Q REZONE*(FROM TO ADDRESS 2540 N . E . Riverside Way SPECIAL PERMIT* 11 TEMPORARY PERMIT* CITY 97211Z1PPortland, OregonED CONDITIONAL USE PERMIT* 308,00 11 SITE PLAN APPROVAL TELEPHONE SPECIAL PERMIT FOR GRADE AND FILL 503-288-9216 No. of Cubic Yards: CONTACT PERSON Ii VARIANCE* From Section: Justification Required NAME Richard L. Wagner Baylis Brand Wagner Architects ADDRESS SUBDIVISIONS: 1750 112th Avenue N.E. , Suite D-154 0 SHORT PLAT CITY Bellevue, Washington 98004 ZIP Q TENTATIVE PLAT Q PRELIMINARY PLAT TELEPHONE Q FINAL PLAT 454-0566 0 WAIVER Justification Required) OWNER NO. OF LOTS: NAME PLAT NAME: James Dalpay ADDRESS PLANNED UNIT DEVELOPMENT: P.O. Box 2436 PRELIMINARY CITY ZIP 0 FINAL Renton, Washington 98056 P.U.D. NAME: TELEPHONE 226-6363 0 Residential Q Industrial aCommercial Mixed LOCATION MOBILE HOME PARKS: PROPERTY ADDRESS N.E. Sunset Blvd.TENTATIVE EXISTING USE PRESENT ZONING PRELIMINARY FINAL Retail B-1 PROPOSED USE PARK NAME: Retail NUMBER OF SPACES: ENVIRONMENTAL REVIEW COMMITTEE 65.00 SQ. FT. ACRES r AREA: 33,030 0.758 TOTAL FEES 373.00 - I R - IJSTAFF USE ONLY -- ADMINISTRATIVE PROCESSING rDATESTAMP;' 11)APPLICATION RECEIVED BY: L A APPLICATION DETERMINED TO BE:iLA E B 191986 0 Accepted U Incomplete Notification Sent On By: BUILDING/ZONING DEPT, Initials) DATE ROUTED ADDITIONAL MATERIAL RECEIVED BY: v( ` T 1/ i APPLICATION DETERMINED TO BE: Accepted Q Incomplete Notification Sent On By: Initials) ROUTED TO: Building 12j Design Eng. Fire EZ Parks ZI Police IL:J Policy Dev. 4/`1 Traffic Eng. En Utilities REVISED 1-31-84 Legal description of property (if more space is required, attach a separate sheet). TAX LOT 9245 SEC 4, TWP 23 N, R. 5 EWM PORTION OF THE EAST 280 FEET OF THE SOUTHEAST 1/4 OF SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP 23N, RANGE 5E DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION; THENCE NORTH 0°-58'-58" EAST ALONG THE EAST LINE OF SAID SECTION 188,44 FEET; THENCE NORTH 64°-34'-52" WEST 32.95 FEET TO WEST LINE OF 132ND S.E. , AND TRUE POINT OF BEGINNING, ALSO KNOWN AS UNION AVE. N.E. ; THENCE CONTINUING NORTH 64°-34'-52" WEST 274.6 FEET TO THE WEST LINE OF EAST 280 FEET OF SAID SUBDIVISION; THENCE NORTH 0°-58'-58" EAST 168.3 FEET TO THE SOUTHERLY LINE OF PRIMARY STATE HIGHWAY #2; THENCE SOUTH 54°-21'-22" EAST ALONG SAID LINE 303.94 FEET TO WEST LINE OF 132ND AVE. S.E. ALSO KNOW AS UNION AVE. N.E. ; THENCE SOUTH 0°-58'-58" WEST ALONG SAID WEST LINE 109.04 FEET TO TRUE POINT OF BEGINNING. AFFIDAVIT Richard L. Wagner of Baylis Brand Wagner Architects being duly sworn, declare that I am authorized representative to act for the property owner, owner of the property involved in this application and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 7,/ irrG. 195/ . 1 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON,RESIDING AT it Lois Privett Name of Notary Public)S gnature of •Repre entative Baylis Brand Wagner Architects 1750 112th Avenue N.E. , D-154 1750 112th Avenue N.E. , D-154 Address) Bellevue, Washington 98004 Address) Bellevue, Washington 98004 City) State) (Zip) 454-0566 Telephone) Acceptance of this application and required filing fee does not constitute a complete application. Plans and other materials required to constitute a complete application are listed in the "Application Procedure." Form #174 Plaid Pantry - Gas Pump Island Sunset Boulevard and Union Avenue CONDITIONAL USE PERMIT February 7, 1986 This proposal consists of the construction of a gas pump island, canopy and underground fuel storage tanks in a paved area of a Plaid Pantry convenience store currently being constructed under permit B11599. The site is zoned B-1, which allows for "gasoline service stations" under a conditional use permit. It should be noted that this proposal includes gas pumps only. It does not include any of the many other activities normally associated with a gasoline service station, including lube and oil changes, tune-ups, auto repair, parts replacement, auto storage, towing, etc.; activities which have the greatest impacts for this use category. Justification of the appropriateness of this permit is founded in all of the criteria used by the Examiner. A. Comprehensive Plan: The site is designated Commercial in the Comprehensive Plan of August of 1985. This designation and the particular reference to "Community Commercial" is to promote "attractiveness, convenience and viability" as well as "clusters of commercial development.-located to minimize travel and congestion", in addition to other goals. This proposal meets and exceeds all of these goals by providing a concentration of uses "at the intersection of two arterials" while "not encroaching on another's service area." B. Community Needs: 1. Community need for this proposal is best demonstrated by the fact that only one opportunity for gas service exists within 2 mile; this in a community which is fast growing not only with single-family development but also, and in particular, multi-family development. Thus the ever increasing needs of these more dense populations must be met outside of the immediate community which, conflicts with the goal of the Comprehensive Plan. Permitting this request will allow for a total of two opportunities for gas service in this immediate community; a situation which would "not result in either the detrimental overconcentration of a particular use within the City or within the immediate area". CITY Ge7 : ac971 f11_ N r.,-,1 h VI 1- {i ,1- T) J F E B 191988 BUILDING/ZONING i`1tPT. 2536Z NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER RENTON, WASHINGTON A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL, RENTON, WASHINGTON ON AUGUST 5, 1986, AT 9:00 A.M. TO CONSIDER THE FOLLO NING PETITIONS: PLAID PANTRY Application for conditional use permit to allow gas pumps in a B-1. Etusiness Use, zone as part of a Plaid Pantry store. file CU-015-86; F roperty located at the southwest corner of Union Avenue N.E. and N.E. unset Blvd. F IRST CITY EQUITIES Application for site plan approval to allow the construction of a two story building having 93,170 square feet for office, manufacturing and warehouse uses. file SA-057-86; and variance application to allow a cul-de-sac road length over 500 feet, file V-058-86. Property located on the east side of Naches Avenue S.W. at the 500 block. Legal d ascriptions of the files noted above are on file in the Renton Building and Zoning Departrlent. ALL INTERESTED PERSONS TO SAID PETITIONS ARE INVITED TO BE PRESENT AT THE PUBLIC HEARING ON AUGUST 5, 1986, AT 9:00 A.M. TO EXPRESS THEIR OPINIONS. PUBLISHED : July 25, 1986 Ronald G. Nelson Building and Zoning Director CERTIFICATION I. JEANETTE SAMEK-MC KAGUE, HEREBY CERTIFY THAT THREE COPIES OF THE ABOVE DOCUMENTS WERE POSTED BY ME IN THREE CONSPICUOUS PLACES ON THE PROPERTY DESCRIBED ABOVE AS PRESCRIBED BY LAW. ATTEST: Subscribed and sworn to before me. a Notary 'ublic, in and for tOe. State of Washington residing in } A T'D N on the 0,s'÷A day of July, 1986. 14)c, 2 SIGNEDditAWZ Avytax7)1, 14,..._ Plaid Pantry - Gas Pump Island Page Two 2. The proposed location is particularly well suited for this use. The on-site condition allows far greater services concentration while not increasing impervious areas, decreasing landscaped areas, or increasing traffic congestion. The off-site conditions allow far greater utilization of existing arterials, as well as a concentration of uses at an existing commercially zoned major intersection. C. Effect on Adjacent Properties: The proposal will have no adverse affect on adjacent properties. Three adjacent properties are currently zoned and developed as commercial usage. The proposal has been coordinated with these adjacent properties to minimize traffic congestion, light and glare impacts and noise. The proposal is buffered from the southerly residential zone from all impacts by the convenience store itself as well as extensive landscaping. Lot coverage when this proposal has been implemented will total 3,711 SF or 11.2%. In addition, all other bulk regulations including setbacks, landscape buffers, height, parking, signage and light and glare will be met or substantially exceeded. D. Compatibility: The proposal is buffered in scale from the southerly residential area by the low-rise , recessed convenience store. The compatibility of the proposal is reinforced by the equal scale and character of all other adjacent improvements. See the enclosed drawings for particular design features. E. Parking will be unaffected by this proposal, except for the positive effect that the gas island will add two to six parking opportunities to the existing development. F. Traffic and Circulation patterns of vehicles and pedestrians have been designed to reduce congestion and increase safety both on and off-site. Drives have been coordinated with adjacent and cross drives as well as being located distant from the intersection. To further mitigate any adverse impacts from left hand turn ingress and egress, one drive onto Sunset Boulevard has been cut-off by the use of a center traffic curb. r Plaid Pantry - Gas Pump Island Page Three G. Noise and Glare impacts are mitigated in this proposal by placing the gas island at the corner of the property; a point of greatest workable distance from the southerly neighbor buffered by the new building. Impacts of other neighbors are minimized by equal and/or compatible uses. H. Landscaping will be provided as shown in the approved building permit for the convenience store. The design includes a 10 foot wide buffer of ground cover, shrubs and trees along the entire length of the proposed gas island and auto lines. We are confidant that this proposal meets or exceeds all of the criteria for justification required for the Examiner to favorably consider this application. We therefore request that a Conditional Use Permit to allow the subject site to be developed with a gas island, canopy and underground storage tanks be granted. We look forward to your conclusion. Plaid Pantry Stores, Inc. Agent: LA4ichard agner BAYLIS BRAND WAGNER ARCHITECTS mift. I S AV HUM t. 4. 2 ;•• Al' s A i - I" L';' : 1 00 4 IAS ' 0 .. iCC in 0 M f• f4' I s Av MINI Iajr, c/ st IS r: E4 m u IS AVAV! 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R. i 71 i 1-• 1 . ' a„4.4'14 1 1!..-a- a t,r,_1.1 .•; to,. 111:1-81 (IttloLSS S• So . l'„ e,If j.t.-,•s 1.1 r 1 i;- LI:I 3 4 1 R2 r.. ......, I 4. 91.01 ,H..:I,I.4!•61,*).• . i 1 1 R-31R-2. . :Gi R-2 R-2. ' Illai. G-1.1..--;.. •. i,-, , '=' ,SUI3JECT .5IT 5 si2°I 'i l L... r. 11 1 4 • I! B- 7 7-77----17 7171 r. , ,, .1 . N I V • 1 I z .. i , ri 1- • -,1 I R,-41 ' R_3 ..,-. J.,'I tk ,. ,s- •--0, I ' 3IIEV..„..4 ,,_ . ,..,R 0 . Z! 4 %. i 1.••i•%..4•..„4 : 1...'i.,41 8 • 11 .. „ * q—.1 ,G- 1 - • ' 1., c I. X STING ZO\ I \ G 'A2 FLAip PANTKY— SUNSET & UNION L'- FEB 1 9 1986 BUILDING/ZONIN(3 DEPT QF R8 ECF: JCCF-OIZ-B(o• 4fy © ° City of Renton LU:C.u'O 5 U WIWI ENVIRONMENTAL CHECKLIST0 sEP-Te° Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43,21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for allproposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. Use of Checklist for Nonproject Proposals: (Please Type or Print Legibly) Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Plaid Pantry Sunset Blvd. & Union Avenue Renton, Washington 2. Name of applicant:Plaid Pantry 3. Address and phone number of applicant and contact person: Richard L. Wagner Baylis Brand Wagner Architects 1750 112th Avenue N.E. , D-154 Bellevue, Washington 98004 Phone: 454-0566 4. Date checklist prepared: 2-7-86 5.Agency requesting checklist: Renton Planning Dept. 6. Proposed timing or schedule (including phasing, if applicable): Completed construction: Spring 1986 CITY OF EtEiial3N Fr3P D F E B 191986 BUILDING/ZONING DEPT, 7. Do you have any ph 'or future additions, expansions, c rther activity related to or connected with Lnis proposal? if yes, explain. NO 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. NONE 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. NO 10. List any governmental approvals or permits that will be needed for your proposal, if known. Conditional Use Permit Building Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Construction of a two lane gas pump island, canopy and storage tanks. The project will be constructed in the lot of a convenience store now under construction (Permit No. B11599). The convenience store is not a part of this request for conditional use. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topography map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Southwest corner of N.E. Sunset Blvd and Union Ave. N.E. , Renton. S.E. 1/4 of S4, T23N, R5E. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous, other flat with impervious asphalt overlay. b. What is the steepest slope on the site (approximate percent slope)? 4% c. What general types of soils are found on the site (for example, caly, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. sand, silt and gravels d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None 2 - e. Describe the pose, type, and approximate qua ies of any filling or grading proposed. Indicate source of fill. NONE f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. NO g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 90%; same as approved under existing construction permit. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Construction will be contained in an existing asphalted area draining to an underground collection and retention system. 2.AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. See attached. b. Are there any off-site sources of emission? No c. Proposed measures to reduce or control emissions or other impacts to air, if any: See attached 3. WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 3 - 1 4) Will the pro 1 require surface water withdrav or diversions? Give general description, purpose, and approximately qudl;LzLies if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and appaoximately quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals . . .; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None - see attached c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Unchanged. The existing runoff will continue to be collected in an on-site collection and retention system. 2) Could waste materials enter ground or surface waters? If so, generally describe. No - see attached 4 - d. Proposed mei js to reduce or control surface, g id, and runoff water impacts, if ar See attached. 4. Plants a. Check or circle types of vegetation found on the site: r deciduous tree: alder, maple, aspen, other a evergreen tree: fir, cedar, pine, other a Shrubs o grass o crop or grain o Wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other o water plants: water lily, eel grass, milfoil, other o other types of vegetation b. What kind and amount of vegetation will be removed or altered? None: landscaping is being installed under the existing permit and will remain unchanged by this proposal. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: See 4b above. 5.Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbir s other Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain. No 5 - d. Proposed me 'es to preserve or enhance wildlife my: None required 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be used for monitoring systems, pumps and lighting. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: All electronic control systems will be low voltage. Pumps will be state of the art for this type of use; and lighting will be high efficiency type lamps. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. See 2 and 3 above and attached. 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: See 2 and 3 above and attached. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None 6 - 2) What types a :vals of noise would be created b associated with the project on a snort-term or a long-term basis lour example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Construction will generate noise of a temporary nature. Long term noise impacts will not exceed existing levels. 3) Proposed measures to reduce or control noise impacts, if any: Construction will be limited to 7 a.m. to 6 p.m. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Currently the site is being improved with the construction of a new convenience store. Uses to the north, east and west are commercial zoned B1). Use to the south is residential (Zoned R1) b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. 2500 SF block and wood convenience store d. Will any structures be demolished? If so, what? No e. What is the current zoning classification of the site?B1 f. What is the current comprehensive plan designation of the site? Commercial g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Unchanged j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: None required 7 - 1. Proposed ME ^es to ensure the proposal is corn ble with existing and projected land uses and plans, if any: Conformance to Building Permit, Zoning and Conditional Use Permit requirements. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any: Not Applicable 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. The metal canopy will not exceed 17' . The height of the convenience store is 15' . b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: Aestheticimpacts will be mitigated by color coordination and landscape buffering. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Nightime glare from canopy lighting may occur. b. Could light or glare from the finished project be a safety hazard or interfere with views? Not likely. c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: The canopy lighting will be equipped with directional lenses to contain the glare on site as appropriate. 8 - 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Not required 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: Not required 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Site is served with curb cuts drives to Union Ave. on the east, and Sunset Blvd. on the north. b. Is site currently served by public transit? If not, what is the approximately distance to the nearest transit stop? Yes, Bus stop at 12th & Union. c. How many parking spaces would the completed project have? How many would the project eliminate? Unchanged from approved permit d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe indicate whether public or private). None 9 - 1 e. Will the pro_ use (or occur in the immediate N, ity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Unchanged from existing. g. Proposed measures to reduce or control transportation impacts, if any: None required. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. None required. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Unchanged from existing approved permit. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Plaid Pantry Name Printed: I Agent: ichard L. Wagner Baylis Brand Wagner Architects 10 - 176 11-8-84 ENDiNG' OF FILE FILE TITLE 27'd° d)toWn f 4 e C '